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EXISTING <br />BUILDING <br />HCHC <br />EX. TRASH <br />ENCLOSURE <br />15 <br />10 <br />2 <br />7 <br />11 <br />5 <br />12 <br />EX. RETAINING WALL <br />PROPOSED <br />RETAINING WALLS <br />PROPOSED <br />RETAINING WALLS <br />PROPOSED <br />RETAINING WALLS <br />MEET & MATCH EX. CURB <br />PROPERTY LINE <br />1' OUTSIDE PATIOS <br />REINFORCED <br />TURF <br />45'R <br />17'R <br />3'R <br />3'R <br />3'R <br />10'R 3.4'R <br />HEAVY DUTY <br />PAVEMENT <br />CONCRETE WALK <br />REMOVE & REPLACE <br />PAVEMENT <br />MEET & MATCH EX. CURB <br />DOG RUN <br />16.4 <br />14.3 <br />18.0 <br />28.0 <br />22.9 <br />70.2 <br />286.2 <br />164.2 <br />28.0 <br />15'R <br />5.0 <br />5.0 <br />CONCRETE WALK <br />EX. RETAINING WALL <br />EX. PLAY AREA <br />EX. PLAY AREA <br />DOG WALK <br />EXISTING LIGHT POLEEXISTING LIGHT POLE <br />BLACK WROUGHT <br />IRON FENCE ON TOP <br />OF WALLS <br />SIGN <br />2.0 OVERHANG <br />N <br />SCALE IN FEET <br />0 20 40 <br />#### <br />#### <br />CADD files prepared by the Consultant for this project are <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 this project by others without written approval by the <br />Consultant. With the Consultant's approval, others may be <br />permitted to obtain copies of the CADD drawing files for <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 />Pl <br />o <br />t <br />t <br />e <br />d <br />: <br /> <br />0 <br />6 <br /> <br />/ <br />0 <br />9 <br /> <br />/ <br /> <br />2 <br />0 <br />2 <br />1 <br /> <br /> <br /> <br />2 <br />: <br />0 <br /> <br />P <br />M <br />W: <br />\ <br />2 <br />0 <br />1 <br />9 <br />\ <br />1 <br />9 <br />7 <br />6 <br />7 <br />\ <br />C <br />A <br />D <br />D <br /> <br />D <br />A <br />T <br />A <br />\ <br />C <br />I <br />V <br />I <br />L <br />\ <br />_ <br />d <br />w <br />g <br /> <br />S <br />h <br />e <br />e <br />t <br /> <br />F <br />i <br />l <br />e <br />s <br />\ <br />C <br />2 <br />- <br />1 <br /> <br />S <br />i <br />t <br />e <br /> <br />P <br />l <br />a <br />n <br />OUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />EAGLE RIDGE <br />ORONO, MINNESOTA <br />CBS MN PROPERTIES, <br />LLC <br />PO BOX 575 <br />LONG LAKE, MN 55356 <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 />Jeffrey A. Shopek - PE <br />19624 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.19767 <br />JAS <br />TRG <br />VMA <br />06-14-21 <br />06-14-21 <br />C1-1 EXISTING CONDITIONS PLAN <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING & DRAINAGE PLAN <br />C3-2 SWPP PLAN <br />C3-3 SWPP NOTES & DETAILS <br />C4-1 UTILITY PLAN <br />C8-1 DETAIL SHEETS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />05-19-21 CITY SUBMITTAL <br />06-14-21 CITY COMMENTS <br />SITE PLAN <br />C2-1 <br />PAVEMENT TYPES <br />CONCRETE SIDEWALK <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />REMOVE & REPLACE PARKING LOT <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 />CURRENT ZONING: B-6 PUD <br />PROPOSED ZONING:B-6 PUD <br />PROPERTY AREA:2.63 +/- AC <br />DISTURBED AREA:1.62 AC <br />EXISTING IMPERVIOUS AREA: 1.85 AC <br />PROPOSED IMPERVIOUS AREA: 1.60 AC <br />TOTAL PARKING: 62 SURFACE STALLS PROVIDED INCLUDING 2 HC STALLS <br />66 UNDERGROUND STALLS PROVIDED INCLUDING 2 HC STALLS <br />1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO <br />COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK. <br />2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND <br />TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE <br />CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE <br />PLANS. <br />3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO <br />ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR <br />WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING <br />THE CONSTRUCTION PHASE OF THIS PROJECT. <br />4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL <br />DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO <br />CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL <br />BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL <br />CONFORM TO THE APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. <br />5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL <br />BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY <br />OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT <br />WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. <br />6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE <br />CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE <br />CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE. <br />7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND <br />SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST <br />MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON THE <br />DETAIL SHEET(S) OF THE PROJECT PLANS. <br />8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE <br />CONTRACTOR. <br />9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS SHALL BE CONSTRUCTED PER THE <br />REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS AS REQUIRED. <br />10.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. <br />ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER <br />THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES <br />(MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND <br />FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. <br />11.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE <br />DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING <br />RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. <br />12.EXISTING TOPOGRAPHY PROVIDED BY LOUCKS ASSOCIATES, TOPOGRAPHIC SURVEY DATED <br />11/30/16. <br />13.SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2112. THE TOP 3 <br />FEET SHALL BE COMPACTED TO 100% OF THE STANDARD PROCTOR DENSITY. <br />14.AGGREGATE BASE SHALL BE MNDOT 2211 CLASS 5. COMPACTION SHALL BE BY THE QUALITY <br />COMPACTION METHOD. <br />15.PLANT MIXED BITUMINOUS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT <br />2360 WITH MIX DESIGN AS SHOWN ON THE DETAILS. COMPACTION SHALL BE BY THE ORDINARY <br />COMPACTION METHOD. <br />16.CONCRETE CURB & GUTTER SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2531. CURING <br />SHALL BE BY THE MEMBRANE CURING METHOD. EXPANSION JOINTS EVERY 200 FEET AT ALL FIXED <br />OBJECTS. CONTRACTIONS JOINTS EVERY 10 FEET. <br />17.CONCRETE WALK SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2521. CURING SHALL BE BY <br />THE MEMBRANE CURING METHOD. EXPANSION JOINTS AT ALL FIVES OBJECTS. CONTRACTION JLINTS <br />EVERY 5 FEET. <br />18.WORKING HOURS ARE 7 AM - 7 PM (MONDAY - FRIDAY) AND 9 AM - 7 PM ( SATURDAY.) A 48 HOUR <br />NOTICE IS REQUIRED FOR SATURDAY WORK. <br />19.THE CONTRACTOR MUST HAVE A CITY LICENSE. <br />20.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED TO WORKING WITHIN CITY ROW. <br />SITE NOTES <br />SITE DATA <br />GENERAL NOTES