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(3)-EXISTING COVERED 2,850 SF BUILDING ADDITION ADA PARKING SIGN TYP-SEE DETAIL TYPICAL ADA PARKING SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL 6 9 11 11 18.0'26.1'18.0'24.0'5.0'18.0'24.0'18.0'8.0'SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL MATCH EXISTING FENCE CONCRETE SIDEWALK TYP-SEE DETAIL RE-STRIPE EXISTING PARKING LOT TRANSITION TO B612 MATCH EX. CURB R 3' R 3' R 3' R 27' R 1'R 18' R 42' R 18' R 42' R 3' R 3' R 3' R 3' 9.0'9.0'8.0'8.5'1.6'CONCRETE STOOP. SEE ARCHITECTURAL AND/OR STRUCTURAL. MATCH EX. SIDEWALK ADA NO PARKING ACCESS AISLE SIGN-SEE DETAIL 8' TAPER FLAT CURB 8' TAPER CONCRETE STAIRS W/HANDRAIL 2 RISERS. SEE DETAIL EXISTING POND NWL-908.85 HWL-910.27 3' TAPER 3' TAPER CONCRETE PAVEMENT SEE ARCH. FOR TRASH ENCLOSURE SCREENING LIGHT DUTY BITUMINOUS PAVEMENT-SEE DETAIL HEAVY DUTY BITUMINOUS PAVEMENT-SEE DETAIL RAIN GARDIAN-SEE DETAIL RAIN GARDIAN-SEE DETAIL 4.0'5.0'PATCH BITUMINOUS MATCH EXISTING SECTION PER CITY STANDARD DETAIL REPLACE B612 CURB & GUTTER PER CITY STANDARD DETAIL REPLACE BITUMINOUS TRAIL PER CITY STANDARD DETAIL PARKING SETBACK LINE 5.0' CONCRETE STOOP. SEE ARCHITECTURAL AND/OR STRUCTURAL. 50.0 ' STREET ROW PROPOSED POND EASEMENT BUILDING SETBACK LINE 58.0'45.0'CONCRETE MECHANICAL EQUIPMENT PADS LOCATION 5.8' 15.0 '5.0'NO. Print History Date Project Checked Drawn 18615 TRG JJD OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 OTTER LAKE ANIMAL CARE CENTER 6848 OTTER LAKE RD, HUGO, MN 55038 NO. Description Date Review Date License 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. Jonathan J. Donovan - PE 44613 Project Lead Drawn By Checked By Loucks Project No.18615 JJD TRG VMA 04-11-22 03-02-22 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 01 SITE PLAN REVIEW 03-24-22 02 CITY COMMENTS 04-11-22 N SCALE IN FEET 0 20 40  23 CIVIL LEGENDPAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT PARKING STALLS REQUIRED = 37 STALLS EXISTING BUILDING = 3900 SF PROPOSED BUILDING = 2850 SF TOTAL BUILDING AREA = 6750 SF = 6750 / 200 = 33.75 + 3 STALLS PROPOSED PARKING STALLS PROVIDED = 37 STALLS 35 - 9'X18' STANDARD STALLS 2 - 8'X18' ADA STALLS OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE PARKING = 2 STALLS REQUIRED ACCESSIBLE PARKING = 2 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 26 TO 50 STALLS ACCESSIBLE PARKING SITE NOTES 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. 9. SEE EXISTING CONDITIONS/EG RUDD SURVEY FOR BUILDING SETBACK LINE. SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call TOTAL PROPERTY AREA:1.51 AC DISTURBED AREA: 0.80 AC EXISTING IMPERVIOUS AREA: 0.304 AC PROPOSED IMPERVIOUS AREA: 0.614 AC SITE DATA CONCRETE PAVEMENT NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM CERTIFICATE OF SURVEY PREPARED BY E. G. RUD & SONS, DATED JULY 1st, 2019. SITE PLAN C2-1