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CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CHECKED BY: DATE: DRAWN BY: PROJECT: REVISIONS: ZHW NMM 15328B 02/24/17 NUMBER 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. Nicholas M. Mannnel - PE 45861 09/12/16 LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL RENOVATION AND ADDITIONSLINO LAKES ELEMENTARY SCHOOL - FOREST LAKE AREA SCHOOL725 MAIN STREETLINO LAKES, MN 55014RCWD Submittal 08/19/16 CUP City Submittal 09/12/16 RCWD Resubmittal 09/23/16 Bid Set 12/19/16 Addendum 3 01/23/17 RCWD Resubmittal 02/24/17 RCWD Resubmittal 03/01/17 City Resubmittal 05/15/17 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. SCALE IN FEET 0 30 60 N SITE PLAN LEGEND CONCRETE PAVEMENT/SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT HEAVY DUTY CONCRETE PAVEMENT SAW CUT LINE PARKING REQUIREMENT FOR ELEMENTARY SCHOOLS ONE (1) SPACE FOR EACH CLASSROOM PLUS ONE (1) ADDITIONAL SPACE FOR EACH THREE HUNDRED (300) STUDENT CAPACITY, PLUS ONE (1) SPACE FOR EACH EMPLOYEE, PLUS ONE (1) SPACE FOR EACH FOUR (4) SEATS IN AUDITORIUM. 33 CLASSROOMS (1 STALL PER CLASSROOM = 33 STALLS) 550 STUDENTS (1 STALL PER EACH 300 STUDENT CAPACITY = 2 STALLS) 50 EMPLOYEES (1 STALL PER EMPLOYEE = 50 STALLS) NO AUDITORIUM (0 STALLS) TOTAL PARKING REQUIRED = 85 STALLS EXISTING PARKING = 145 STALLS PARKING REMOVED = -116 STALLS PROPOSED PARKING = 119 STALLS TOTAL PARKING PROVIDED = 148 STALLS OFF-STREET PARKING CALCULATIONS 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 3.0' 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 THE CITY'S 2016 GENERAL SPECIFICATIONS AND STANDARD DETAILS PLATES FOR STREET AND UTILITY CONSTRUCTION FOR ANY CONSTRUCTION ACTIVITIES. 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 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. ZONING:PUBLIC SEMI PUBLIC (PSP) PROPERTY AREA:19.99 AC DISTURBED AREA:7.41 AC EXISTING IMPERVIOUS AREA:2.77 AC (40.5%) PROPOSED IMPERVIOUS AREA:3.74 AC (56.5%) SITE DATA SITE PLANC2-2W:\2015\15328A\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 Site PlanPlotted: 05 /16 / 2017 8:16 AM