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2022-0726 - Dakota Retail_Civil Set
SITE DEVELOPMENT PLANS FOR COFFEE SHOP DRIVE THRU IMPROVEMENTS SECTION 13, TOWNSHIP 116N, RANGE 23W CHANHASSEN, COUNTY, MN PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MIKE C. BRANDT, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER KLASIC PROPERTY 905 JEFFERSON AVE, UNIT 101 ST. PAUL, MN 55102 TELEPHONE: (651) 356-6226 LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 CONTACT: RYAN HYLLESTED, PLA, ASLA SURVEYOR EGAN, FIELD, AND NOWAK, INC. 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 TELEPHONE: (612) 466-3300 CONTACT: ERIC ROESER VICINITY N.T.S. NORTH SITE NOTES: CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. SHEET NUMBER C000 GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES GRADING AND DRAINAGE NOTES WATER STORM SEWER & SANITARY SEWER NOTES THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL 1. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION 2. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL FAMILIAR WITH THEIR CONTENTS. MOST STRINGENT SHALL GOVERN. CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, 3. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, PAVEMENT OR UTILITIES. ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA 4. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, 4. CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL MATCH THE PROPOSED FINISHED GRADES. WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, 5. BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT PLUMB AND LOCATED ACCORDING TO THE PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE 5. TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY 5. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR THE GENERAL PERMIT. 6. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL REGRADED AND SODDED. THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 6. WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST COMBUSTIBLES BEING BROUGHT ON SITE. WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN PRIOR TO BEGINNING CONSTRUCTION. DETAINED AND PROPERLY TREATED OR DISPOSED. TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY BONDS IF REQUIRED PRIOR TO CONSTRUCTION. SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 8. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. TO BACK FILLING. CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9. THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. POSITIVE DRAINAGE FLOWS. BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. AND JURISDICTIONAL AGENCY AS REQUIRED. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE SOON AS IS PRACTICABLE. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY OWNER DIRECTLY FROM THE TESTING AGENCY. EXCAVATION. 10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL 13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH 11. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE SOME PROTECTIVE MEASURE WILL BE NECESSARY. AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH GOVERN. TO RETURN IT TO EXISTING CONDITIONS OR BETTER. DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES ENGAGED BY THE CONTRACTOR. IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR 12. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT 13. UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF AS SHOWN ON THE LANDSCAPING PLAN. BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE LAND-DISTURBING ACTIVITIES ON THE PROJECT. BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF DESIGN ENGINEER AND THE CITY OF CHANHASSEN ENGINEERING DIVISION. REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE 14. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION SEDIMENTATION OR TURBID DISCHARGES. 15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. SAME. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE 15. THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT THE ENGINEER AND OWNER. ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED OUT. AND PROPERLY DISPOSED OF IN A LEGAL MANNER. EROSION CONTROL MAINTENANCE PAVING AND STRIPING NOTES 17. ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY RECOMMENDATIONS AND MN/DOT SPECIFICATION. NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY 17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF CHANHASSEN AND 18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF REGULATIONS. MN/DOT SPECIFICATIONS. THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED 19. THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL 18. SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 19. LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20. THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF 3. CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY UNDERMINING, OR DETERIORATION. STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS 20. IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. AND CONSTRUCTION DOCUMENTS. CONSTRUCTION. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS 4. ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 21. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL 21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS REFER TO THE STANDARD SPECIFICATIONS. REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT UTILIZED. 5. THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. COMPENSATION. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE 22. GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 6. ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT 22. BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE SEALANT. FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 23. ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING 7. THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 23. COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 24. ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND 24. ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS. CONDITIONS DEMAND. 9. ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS 25. REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. GRADE. SPECIFICATIONS. CALENDAR DAYS FOLLOWING THE INSPECTION. 10. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). 26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL PAVING AND 0.6% FOR CONCRETE PAVING. CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. TYPICAL OWNER/ENGINEER OBSERVATIONS BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: 11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK 3RD PARTY TEST REPORTS REQ'D INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: DENSITY TEST REPORTS BACTERIOLOGICAL TESTS OF WATER SYSTEM PRESSURE TEST OF WATER/SEWER LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY ZTR ZTR BY 07/26/2022 07/20/2022 DATE WATERSHED COMMENTS WATERSHED COMMENTS REVISIONS 2 1 No. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM / GENERAL NOTES COFFEE SHOP DRIVE THRU IMPROVEMENTS PREPARED FOR KLASIC PROPERTY SHEET NUMBER C100 DEMOLITION PLAN NOTES EROSION CONTROL PLAN NOTES ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE LEGEND KEYNOTE LEGEND THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH CHANHASSEN, <COUNTY> COUNTY AND MN/DOT. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF CHANHASSEN DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. ANY CONSTRUCTION WITHIN NEIGHBORING PROPERTIES SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER OF THE PROPERTY AND PLANNED UNIT DEVELOPMENT PRIOR TO CONSTRUCTION. A TRAFFIC CONTROL PLAN SHALL BE ADHERED TO DURING THE REMOVAL AND REPLACEMENT OF THE DRIVEWAY ACCESS OFF CROSSROADS BOULEVARD AND COORDINATION SHALL BE HAD THROUGH THE CITY'S PUBLIC WORKS DEPARTMENT (952-227-1300) PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS. 20. THE RPBCWD (WATERSHED) ADMINISTRATOR AND ENGINEER SHALL BE NOTIFIED AT LEAST THREE DAYS PRIOR TO COMMENCEMENT OF WORK. INSTALLED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. SEQUENCE OF CONSTRUCTION: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. PREPARE TEMPORARY PARKING AND STORAGE AREA. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF CHANHASSEN GRADING PERMIT. ROCK ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE ROCK SOCK EXISTING RETAINING WALL EXISTING STORM SEWER EXISTING GAS MAIN EXISTING CONTOUR EXISTING CURB & GUTTER EXISTING SIGN EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE TREE PROTECTION (SEE DETAILS) CLEARING & GRUBBING REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE FULL DEPTH SAWCUT REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE STORM SEWER REMOVE RETAINING WALL A ROCK CONSTRUCTION ENTRANCE PROPERTY SUMMARY COFFEE SHOP DRIVE THRU IMPROVEMENTS TOTAL PROPERTY AREA 1.52 AC EXISTING IMPERVIOUS AREA 0.96 AC EXISTING PERVIOUS AREA 0.56 AC PROPOSED IMPERVIOUS AREA 1.03 AC PROPOSED PERVIOUS AREA 0.51 AC TOTAL DISTURBED AREA 0.43 AC EXISTING IMPERVIOUS AREA WITHIN LOD 0.20 AC EXISTING PERVIOUS AREA WITHIN LOD 0.23 AC PROPOSED IMPERVIOUS AREA WITHIN LOD 0.23 AC PROPOSED PERVIOUS AREA WITHIN LOD 0.20 AC RPBCWD EROSION CONTROL PLAN NOTES NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. PROTECT IN PLACE EXISTING TREE WITH TREE PROTECTION FENCE REMOVE EXISTING STORM SEWER PIPE PROTECT IN PLACE EXISTING TREE WITH TREE PROTECTION FENCE WATER RESOURCES CITY OF CHANHASSEN WATER RESOURCES COORDINATOR 7700 MARKET BOULEVARD P. O. BOX 147 CHANHASSEN, MN 55317 NOTE: CONTRACTOR TO COORDINATE ALL EROSION CONTROL PLAN ITEMS WITH THE CITY WATER RESOURCES COORDINATOR. PROTECT IN PLACE EXISTING TREE WITH TREE PROTECTION FENCE NORTH SHEET NUMBER C200 K:\TWC_LDEV\MID AMERICA REAL ESTATE\Starbucks - Chanhassen\3 Design\CAD\PlanSheets\C3-EROS DETAILS.dwg July 26, 2022 - 12:06pm This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. PRELIMINARY - NOT FOR CONSTRUCTION COFFEE SHOP DRIVE 2 WATERSHED COMMENTS 07/26/2022 ZTR WATERSHED COMMENTS 07/20/2022 ZTR THRU IMPROVEMENTS PREPARED FOR KLASIC PROPERTY CHANHASSEN MN EROSION AND SEDIMENT CONTROL DETAILS 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM 1 No. REVISIONS DATE BY LEGEND PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED CURB AND GUTTER PROPOSED HEAVY DUTY ASPHALT PROPOSED STANDARD DUTY ASPHALT PROPERTY SUMMARY COFFEE SHOP DRIVE THRU IMPROVEMENTS TOTAL PROPERTY AREA 1.52 AC EXISTING IMPERVIOUS AREA 0.96 AC EXISTING PERVIOUS AREA 0.56 AC PROPOSED IMPERVIOUS AREA 1.01 AC PROPOSED PERVIOUS AREA 0.51 AC TOTAL DISTURBED AREA 0.43 AC ZONING SUMMARY BH (HIGHWAY AND EXISTING BUILDING AREA EXISTING PARKING BUILDING DATA SUMMARY AREAS 7,984 SF (12% OF TOTAL PROPERTY AREA) ±2,753 SF RESTAURANT ±3,000 SF MIXED USE ±2,231 SF RESTAURANT PARKING 53 STALLS INCL. 2 ADA STALLS RESTAURANT: 50 SPACES @ 1/100 SF SITE PLAN NOTES ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK, INC., DATED 08/20/2021. PROPOSED HD CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA EXISTING ZONING PROPOSED ZONING BUSINESS SERVICE DISTRICT) BH (HIGHWAY AND BUSINESS SERVICE DISTRICT) REQUIRED PARKING PROPOSED PARKING SHOPPING CENTER: 15 SPACES @ 1/200 SF TOTAL: 65 SPACES 63 STALLS INCL. 3 ADA STALLS KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. TOTAL LAND AREA IS 1.515 ACRES. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT PROPOSED CONCRETE SIDEWALK PARKING SETBACKS SIDE/REAR = 10' ROAD = 10' TOTAL: 66 SPACES ADA STALLS REQ'D / PROVIDED 3 STALLS / 3 STALLS SIGN. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. ACCESSIBLE PARKING SIGN 3 20 13 PROPOSED 4" WHITE THERMOPLASTIC PAINT STRIPE 18 MATCH EXISTING PROPOSED 4" WHITE THERMOPLASTIC PAINT STRIPE MATCH EXISTING PAINT CURB YELLOW WITH WHITE "NO PARKING FIRE LANE" IN RED LETTERING EVERY 100' EXISTING SIDEWALK TO REMAIN 11 EXISTING MULTI-TENANT BUILDING B612 CURB & GUTTER 4" WHITE PAINT STRIPE MATCH EXISTING DO NOT BLOCK DRIVEWAY B612 CURB & GUTTER 25.0' GRASS LINED SWALE @ 1% MIN PROPOSED CONCRETE PATIO PROPOSED FENCE, SEE ARCH PLANS FOR DETAILS PROPOSED CONCRETE SIDEWALK EXISTING STAIRWAY TO REMAIN PROPOSED CONCRETE SIDEWALK WITH INTEGRAL CURB EXISTING ORDERING EQUIPMENT TO REMAIN B612 CURB & GUTTER MATCH EXISTING R13.0' PAINT CURB YELLOW WITH WHITE "NO PARKING FIRE LANE" IN RED LETTERING EVERY 100' B612 CURB & GUTTER EXISTING DRAINAGE UTILITY EASEMENT RELOCATED TRASH ENCLOSURE HD CONCRETE NORTH MATCH EXISTING B612 CURB & GUTTER MATCH EXISTING SHEET NUMBER C300 12" WHITE SYMBOL ON BLUE BACKGOUND LEGEND & BORDER: WHITE PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION BACKGROUND: BLUE K-1479 12"x6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES NOTES: ALL LETTERS ARE 1" AERIES "C" PER MUTCD. SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WITH WHITE LEGEND AND BORDER. CONTRACTOR SHALL VERIFY FINE AMOUNT. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STATE OF MINNESOTA ACCESSIBILITY CODE. 2'-9" ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.A STANDARDS AND LOCAL LAWS. ACCESSIBLE PARKING SIGNAGE N.T.S. ACCESSIBLE PARKING SYMBOL N.T.S. 2 SIGN POST ANCHOR FOR U-CHANNEL POST FOR GROUND TYPE ASHPALT/CONCRETE DETAIL "NO PARKING" SIGN, CENTERED AT HEAD OF SPACE, 2' 4" PAINTED WHITE STRIPING 4" WHITE STRIPE AT 2'-0" O.C. TAPCO ANCHOR MODEL # 034-00143SM N.T.S. MIN. AND 8' MAX FROM FACE OF CURB. NO SIGN REQUIRED IF THE SIGN OBSTRUCTS A CURB RAMP OR PEDESTRIAN ROUTE. HANDICAP ACCESSIBLE SIGN HANDICAP ACCESSIBLE SIGN B612 CURB AND GUTTER NO PARKING 9' 9' 9' (PER PLAN) NOTE: REFER TO PLAN FOR DETAILED LAYOUT AND DIMENSIONS PAINT THE WORDS "NO PARKING" WITHIN EACH 9'-0" ACCESS AISLE WHERE SHOWN USE 12" MINIMUM HIGH WHITE LETTERS 1 SIGN POST WITH BOLLARD INSTALLATION DETAIL N.T.S. TYPICAL ACCESSIBLE STALL PARKING N.T.S. ADA ACCESS AISLE NO PARKING N.T.S. B612 CURB AND GUTTER CURB TAPER 30" 2.0" BITUMINOUS WEAR COURSE PER MNDOT 2360 MVWE35035B 1.5" BITUMINOUS WEAR COURSE PER MNDOT 2360 MVWE35035B PR. MNDOT SPEC 2357 TACK COAT PR. MNDOT SPEC 2357 TACK COAT 2.0" BITUMINOUS BASE COURSE PER MNDOT 2360 MVNW35035B 1.5" BITUMINOUS BASE COURSE PER MNDOT 2360 MVNW35035B 7" 4,000 PSI CONCRETE PER MNDOT 2301 8" AGGREGATE BASE PER MNDOT CLASS V IN SECTION 3138 6" AGGREGATE BASE PER MNDOT CLASS V IN SECTION 3138 4" AGGREGATE BASE PER MNDOT CLASS V IN SECTION 3138 EX. APPROVED SUBGRADE HEAVY DUTY ASPHALT STANDARD DUTY EX. APPROVED SUBGRADE APPROVED SUBGRADE HEAVY DUTY CONCRETE PAVEMENT ASPHALT PAVEMENT PAVEMENT DETAIL WHITE LEGEND RED BACKGROUND PAVEMENT DETAILS (FOR REFERENCE ONLY) N.T.S. CONCRETE CURB TRANSITION N.T.S. R1-1 30"X30" "STOP" SIGN N.T.S. 10 "DO NOT BLOCK DRIVEWAY" SIGN N.T.S. SHEET NUMBER C301 K:\TWC_LDEV\MID AMERICA REAL ESTATE\Starbucks - Chanhassen\3 Design\CAD\PlanSheets\C4-SITE PLAN_FIRE TRUCK TURN.dwg July 26, 2022 - 12:07pm This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 15.0' 14.0' PRELIMINARY - NOT FOR CONSTRUCTION COFFEE SHOP DRIVE 2 WATERSHED COMMENTS 07/26/2022 ZTR WATERSHED COMMENTS 07/20/2022 ZTR THRU IMPROVEMENTS PREPARED FOR KLASIC PROPERTY CHANHASSEN MN FIRE TRUCK TURN EXHIBIT © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY GRADING PLAN NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76, HDPE: 0" - 10" PER AASHTO M-252, HDPE: 12" OR GREATER PER ASTM F-2306, PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443, HDPE PER ASTM 3212, PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. RILEY PURGATORY BLUFF CREEK WATERSHED NOTES NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE CONSTRUCTION SHOULD INCLUDE MINIMIZATION OF THE DISTURBANCE INTENSITY AND DURATION, INCLUDING PHASING OF DISTURBANCE TO MINIMIZE QUANTITY OF DISTURBED AREA AT ANY ONE TIME. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION ALL STORMWATER-MANAGEMENT FACILITIES MUST BE PROTECTED WITH EROSION PREVENTION AND SEDIMENT CONTROL BMPS. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST 6" (SIX INCHES) OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. STAKING OFF AND MARKING OF PROPOSED INFILTRATION FACILITIES TO PREVENT SOIL COMPACTION BY HEAVY EQUIPMENT, STOCKPILING OF MATERIALS, AND TRAFFIC. IF INFILTRATION FACILITIES ARE IN PLACE DURING CONSTRUCTION ACTIVITIES, BEST PRACTICES MUST BE DEPLOYED TO PREVENT SEDIMENT AND OTHER MATERIAL FROM ENTERING THE PRACTICE(S). INFILTRATION FACILITIES MUST NOT BE EXCAVATED TO WITHIN 3 FEET FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. ANY ACCUMULATED SEDIMENT IN AN INFILTRATION FACILITY MUST BE REMOVED IN A MANNER THAT PREVENTS COMPACTION OF THE FACILITY BOTTOM. TO PROVIDE A WELL-AERATED, HIGHLY POROUS SURFACE, THE SOILS BELOW AN INFILTRATION PRACTICE MUST BE LOOSENED TO A MINIMUM DEPTH OF 18 INCHES PRIOR TO INSTALLATION OF PLANTING. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE: A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF SOIL OR A BULK DENSITY OF LESS THAN 1.4 GRAMS PER CUBIC CENTIMETER OR 87 POUNDS PER CUBIC FOOT PROPERTY SUMMARY COFFEE SHOP DRIVE THRU IMPROVEMENTS TOTAL PROPERTY AREA 1.52 AC EXISTING IMPERVIOUS AREA 0.96 AC EXISTING PERVIOUS AREA 0.56 AC PROPOSED IMPERVIOUS AREA 1.03 AC PROPOSED PERVIOUS AREA 0.51 AC TOTAL DISTURBED AREA 0.43 AC EXISTING IMPERVIOUS AREA WITHIN LOD 0.20 AC EXISTING PERVIOUS AREA WITHIN LOD 0.23 AC PROPOSED IMPERVIOUS AREA WITHIN LOD 0.23 AC PROPOSED PERVIOUS AREA WITHIN LOD 0.20 AC 100 YR FLOOD PLAIN VOLUME & ELEVATIONS EXISTING POND = 8,558 CF @ 935.89' LEGEND 925 D CO 100.00 HP:0.0 LP:0.0 G:0.00 T:0.00 T/G:0.0 ME:0.0 EOF:0.0 PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED FLARED END SECTION PROPOSED RIPRAP PROPOSED STORM SEWER PROPOSED SPOT ELEVATION PROPOSED HIGH POINT ELEVATION PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION MATCH EXISTING ELEVATION PROPOSED EMERGENCY OVERFLOW REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10' OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, CHAPTER 474, SECTION 1109. ALL TOPSOIL USED ON SITE MUST CONFORM WITH RILEY-PURGATORY-BLUFF CREEK WATERSHED DISTRICT SPECIFICATIONS FOR TOPSOIL INCLUDING 5% ORGANIC MATTER. THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G. ZEBRA MUSSELS, EURASIAN WATERMILFOIL, ECT.) MUST BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE. IN THE UPPER 12 INCHES OF SOIL THE PERMITTEE MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. THE PERMITTEE MUST REPAIR, REPLACE, OR SUPPLEMENT ALL NONFUNCITONAL BMPS WITH FUNCTIONAL BMPS WITHIN 48 HOURS OF DISCOVERY AND PRIOR TO THE NEXT PRECIPITATION EVENT UNLESS ADVERSE CONDITIONS PRECLUDE ACCESS TO THE RELEVANT AREA OF THE SITE, IN WHICH CASE THE REPAIR MUST BE COMPLETED AS SOON AS CONDITIONS ALLOW. WHEN ACTIVE LAND-DISTURBING ACTIVITIES ARE NOT UNDER WAY, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS BEEN TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. PROPOSED EARTHWORK QUANTITY: CUT = 74 CU YD FILL = 155 CU YD NET VOLUME = 80 CU YD (FILL) *ASSUMING 1.15 FILL FACTOR PROPOSED UNDERGROUND DETENTION = 8,684 CF @ 935.80' ME:939.04 ME:939.03 ME:939.02 ME:939.24 ME:939.29 ME:939.35 940 0.0% PROPOSED DRAINAGE DIRECTION 0.00% PROPOSED ADA SLOPE ROCK ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE, OFFSET FOR CLARITY ROCK SOCK ME:939.94 ST-4 STRM MH W/ MOMENTUM PRESERVER & 4' SUMP CONNECT TO EXISTING 15" RCP CONTRACTOR TO FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:938.91 IE:934.21 N IE:934.21 S ST-7 ME:938.89 938.60 PROTECT IN PLACE EXISTING TREE WITH TREE PROTECTION FENCE ST-1 2' X 3' CATCH BASIN RE:939.50 IE:936.30 S 939.91 939.84 EOF:940.00 ME:940.40 5' STRM MH W/ 5' SUMP RE: 938.93 IE: 934.20 N IE: 934.20 S 1.5 LF 18" RCP @ 1.0% 938.35 D 1 LF 18" RCP @ 1.0% 938.10 UNDERGROUND STORMWATER MANAGEMENT SYSTEM 948.24 ME:946.13 LP:940.37 30 LF 12" HDPE @ 1.00% 939.69 940.11 ME:940.40 ST-6 5' STRM MH W/ 5' SUMP CONNECT TO EXISTING 10" SCHD PIPE CONTRACTOR TO FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES CONNECT EXISTING STORM SEWER TO PROPOSED UNDERGROUND MANAGEMENT SYSTEM. CONTRACTOR TO FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF DISCREPANCIES IE: 934.19 938.99 937.85 SYSTEM SHOWN FOR REFERENCE ONLY, DESIGN AND PERMIT TO BE PROVIDED BY OTHERS BMP #1 - ADS MC-3500 UNDERGROUND DETENTION 100-YR VOLUME: 8,598 CF 100-YR HWL = 935.98' ME:945.63 943.88 944.16 943.73 943.68 940.50 940.07 940.00 940.32 ME:940.17 ME:940.25 RE: 939.27 IE: 934.14 NW IE: 934.18 W IE: 934.14 SE STAGING AREA FOR POND WORK ME:946.33 ME:946.17 940.35 940.02 GRASS LINED SWALE @ 1% MIN LP:939.60 EOF:939.77 ME:939.17 939.26 939.24 LP:937.67 937.73 INLET TO UNDERGROUND STORMWATER MANAGEMENT SYSTEM ME:945.48 ME:945.46 ME:946.06 943.39 943.00 944.59 943.71 940.49 940.39 940.00 939.98 939.65 938.85 938.30 938.38 LP:937.80 ME:938.25 11 LF 18" RCP @ 0.00% 939.32 HP:939.40 2 LF 12" RCP @ 2.00% HP:938.40 ME:947.17 ME:??? 940.37 ST-2 938.03 D 32 LF 18" RCP @ 0.56% 938.35 938.43 938.56 937.75 D 938.39 938.36 ME:947.54 ME:946.08 30" CATCH BASIN MANHOLE CONNECT TO EXISTING 12" RCP RE:941.34 IE:936.00 N ME:938.25 ME:937.02 937.49 D BMP #1B - OUTLET CONTROL STRUCTURE BMP #1A - ADS BAYFILTER UNDERGROUND CARTRIDGE FILTRATION TOTAL TREATMENT VOLUME = 5,000CF ME:945.98 PROTECT IN PLACE EXISTING TREE WITH TREE PROTECTION FENCE IE:935.92 E ME:938.26 ME:936.97 PROTECT IN PLACE EXISTING TREE WITH TREE PROTECTION FENCE CONNECT TO PROPOSED UNDERGROUND CONNECT TO PROPOSED UNDERGROUND STORMWATER MANAGEMENT SYSTEM IE: 931.25 N ST-5 IE: 931.25 N IE: 929.60 S ME:947.43 ME:945.31 ME:945.38 LAKE DRIVE EAST ST-3 STRM MH W/ MOMENTUM PRESERVER & 4' SUMP CONNECT TO EXISTING 12" RCP CONTRACTOR TO FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:938.08 IE:934.36 W IE:934.36 E MANAGEMENT SYSTEM IE: 934.14 IE: 929.75 SE 4 LF 12" RCP @ 2.00% CONNECT TO EXISTING STORM SEWER. CONTRACTOR TO FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF DISCREPANCIES IE: 929.56 N IE: 929.67 NW IE: 929.50 S NORTH SHEET NUMBER C400 K:\TWC_LDEV\MID AMERICA REAL ESTATE\Starbucks - Chanhassen\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg July 26, 2022 - 12:07pm This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. PRELIMINARY - NOT FOR CONSTRUCTION COFFEE SHOP DRIVE THRU IMPROVEMENTS PREPARED FOR GRADING DETAILS KLASIC PROPERTY 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM WATERSHED COMMENTS 07/26/2022 ZTR WATERSHED COMMENTS 07/20/2022 ZTR CHANHASSEN MN No. REVISIONS DATE BY K:\TWC_LDEV\MID AMERICA REAL ESTATE\Starbucks - Chanhassen\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg July 26, 2022 - 12:07pm This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. PRELIMINARY - NOT FOR CONSTRUCTION COFFEE SHOP DRIVE THRU IMPROVEMENTS PREPARED FOR GRADING DETAILS KLASIC PROPERTY 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM WATERSHED COMMENTS 07/26/2022 ZTR WATERSHED COMMENTS 07/20/2022 ZTR CHANHASSEN MN No. REVISIONS DATE BY FOR REFERENCE ONLY FOR REFERENCE ONLY BMP-1B OUTLET CONTROL STRUCTURE EMBEDMENT STONE. SEE ADS DETAILS. PRECAST WEIR WALL, BYPASS WEIR STORMTECH END CAP TOP STONE: 936.75 TOP CHAMBER: 935.75 NON-WOVEN GEOTEXTILE AROUND ANGULAR STONE STORMTECH MC-3500 CHAMBERS. SEE ADS DETAILS. 12" EL: 934.20 WATER QUALITY VOLUME DEPTH IE: 934.20 45" 12" OUTLET PIPE IE: 929.60 PROVIDE 30-MIL POLY LINER AROUND PERIMETER OF STONE PER ADS REQUIREMENTS CHAMBER IE : 932.00 PROVIDE IMPERMEABLE LINER, LINER TO BE 30 MIL AND MEET ASTM D-4833, ASTM D-412, AND ASTM D-624, PROVIDE GEOTEXTILE FABRIC TO PROTECT LINER FROM PUNCTURE FILTRATION BASIN - UNDERGROUND FILTRATION SYSTEM DETAILS 10" STONE TO MEET ADS STORMTECH MANUFACTURED RECOMMENDATIONS, NO LIMESTONE (OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, BENEATH, BETWEEN OR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM STONE IE: STONE TO MEET ADS STORMTECH MANUFACTURED RECOMMENDATIONS, NO LIMESTONE (OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, NOTES: NOT TO SCALE 931.25 PROVIDE 30-MIL IMPERMEABLE POLY LINER TO MEET ASTM D-4833, ASTM D-412, AND ASTM D-624, PROVIDE GEOTEXTILE FABRIC TO PROTECT LINER FROM PUNCTURE BENEATH, BETWEEN OR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM 1. THE CONTRACTOR SHALL TAKE CARE TO PREVENT SEDIMENT AND DEBRIS FROM CLOGGING THE PORE SPACE IN THE COARSE FILTER AGGREGATE. TYPICAL SECTION - ADS STORMTECH MC-3500 - DETENTION SHEET NUMBER C403 FOR REFERENCE ONLY STORMWATER MANAGEMENT NOTES UNDERGROUND STORMWATER MANAGEMENT SYSTEM WILL BE LINED WITH 30-MIL IMPERMEABLE LINER. BASIN EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON THE CONTRIBUTING AREAS. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. DO NOT LEAVE FILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC OR IMPERMEABLE SHEETING. IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THE NEXT STEP IN THE BASIN CONSTRUCTION PROCESS. EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPE SPECIAL. STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED BASIN. ALL BASINS CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS. ALL WET PONDS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. RPBCWD EROSION CONTROL PLAN NOTES NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THE GREATEST EXTENT POSSIBLE. ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES ENHANCED MEDIA CARTRIDGES AS SPECIFIED BY THE DISTRICT MUST BE USED ON SLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION. FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED. CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER AND SANITARY WASTE MUST BE PROPERLY MANAGED. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 12" RCP IE: 931.25 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION. 7. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED TO ACHIEVE A 2 SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION. 8. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE. 12" RCP 9. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL IE: 929.60 DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THE DISTRICT ON REQUEST. ZTR ZTR BY 07/26/2022 07/20/2022 DATE WATERSHED COMMENTS WATERSHED COMMENTS REVISIONS 2 1 No. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM GRADING DETAILS COFFEE SHOP DRIVE THRU IMPROVEMENTS PREPARED FOR KLASIC PROPERTY SHEET NUMBER C404 K:\TWC_LDEV\MID AMERICA REAL ESTATE\Starbucks - Chanhassen\3 Design\CAD\PlanSheets\C7-COMPACTION PLAN.dwg July 26, 2022 - 12:07pm This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. 15.0' 12.0' 5.0' 4.8' 14.0' PRELIMINARY - NOT FOR CONSTRUCTION COFFEE SHOP DRIVE WATERSHED COMMENTS 07/26/2022 ZTR WATERSHED COMMENTS 07/20/2022 ZTR THRU IMPROVEMENTS PREPARED FOR KLASIC PROPERTY CHANHASSEN MN SOIL AMENDMENT PLAN © 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM No. REVISIONS DATE BY PLANT SCHEDULE LANDSCAPE SUMMARY LANDSCAPE KEYNOTES A LANDSCAPE LEGEND ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE INTERIOR LANDSCAPE REQUIRED: 399 SF = (4,985 SF OF VEHICULAR USE AREA * 8) / 100 A EDGER (TYP.) FOR EVERY 100 SF OF VEHICULAR USE AREA, 8 SF OF LANDSCAPE IS PRC 2 MALUS IOENSIS `PRAIRIE ROSE` PRAIRIE ROSE CRABAPPLE B & B 1.5" CAL. REQUIRED B DOUBLE SHREDDED HARDWOOD MULCH (TYP.) INTERIOR LANDSCAPE PROVIDED: 1,971 SF EXISTING DECIDUOUS TREE (TYP.) INTERIOR TREES REQUIRED: 2 TREES = (399 SF * 1 TREE) / 250 SF C EXISTING TREE TO REMAIN (TYP.) RVB 8 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 6` HT. INTERIOR TREES PROVIDED: 5 TREES = 2 EXISTING + 3 PROPOSED SCREENING REQUIRED: ALL TRASH STORAGE SHALL BE SCREENED FROM PUBLIC VIEW D SOD (TYP.) OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE SCREENING PROVIDED: SEE PLAN E EXISTING PLANTS TO REMAIN (TYP.) F TIE INTO EXISTING EDGER (TYP.) ABM 3 ACER X FREEMANII `AUTUMN BLAZE` AUTUMN BLAZE MAPLE B & B 2.5" CAL. EXISTING SHRUBS AND PERENNIALS (TYP.) IHL 5 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` IMPERIAL HONEYLOCUST B & B 2.5" CAL. EDGER (TYP.) CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) / SGJ 5 JUNIPERUS CHINENSIS `SEA GREEN` SEA GREEN JUNIPER #5 CONT. 5` O.C. / TAU 18 TAXUS X MEDIA `TAUNTONII` TAUTON YEW #5 CONT. 5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING / AFD 35 CORNUS SERICEA `ARTIC FIRE` ARTIC FIRE DOGWOOD #5 CONT. 3` O.C. ANH 7 HYDRANGEA ARBORESCENS `ANNABELLE` ANNABELLE HYDRANGEA #5 CONT. 4` O.C. BLC 16 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4` O.C. DBH 20 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING BES 11 RUDBECKIA FULGIDA `GOLDSTURM` BLACK-EYED SUSAN #1 CONT 18" o.c. KFG 7 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS #1 CONT 30" o.c. C E 3 - TAU 2 - PRC A B PROPOSED 8 - RVB CONCRETE PATIO F C 4 - ANH A 3 - TAU B B 14 - DBH 7 - KFG 1 - ABM 11 - BES D 5 - AFD D 6 - DBH C E C 2 - ABM 10 - AFD 10 - AFD 10 - AFD 5 - IHL 5 - SGJ 3 - TAU E 3 - TAU 4 - BLC B 4 - BLC 4 - BLC B D D A / D EXISTING DRAINAGE UTILITY EASEMENT NORTH ZTR ZTR BY 07/26/2022 07/20/2022 DATE WATERSHED COMMENTS WATERSHED COMMENTS REVISIONS 2 1 No. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM / LANDSCAPE PLAN COFFEE SHOP DRIVE THRU IMPROVEMENTS PREPARED FOR KLASIC PROPERTY SHEET NUMBER L100 NOTES: LANDSCAPE NOTES / SCARIFY SIDES AND BOTTOM OF HOLE. 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO PROCEED WITH CORRECTIVE PRUNING. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS SET PLANT ON UNDISTURBED NATIVE SOIL OR OR LANDSCAPE MATERIAL. THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. ON CENTER SPACING 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN SLIT REMAINING TREATED BURLAP AT 6" AS STATED ON PLAN. COMPLETED IN THE IMMEDIATE AREA. INTERVALS. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE EXTEND HOLE EXCAVATION WIDTH 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO TOP OF THE ROOTBALL, THEN WATER PLANT. A MINIMUM OF 6" BEYOND SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP THE PLANTS ROOT SYSTEM. TWO HORIZONTAL RINGS WHICHEVER IS 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GREATER. REMOVE ALL BURLAP AND NAILS FROM GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE REMOVE OR CORRECT STEM GIRDLING ROOTS. FINISHED GRADE YEAR GUARANTEE COMMENCING UPON PLANTING. PLUMB AND BACKFILL WITH PLANTING SOIL. WATER THOROUGHLY WITHIN 2 HOURS TO EDGER, AS SPECIFIED 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SETTLE PLANTS AND FILL VOIDS. SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: BACK FILL VOIDS AND WATER SECOND TIME. ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. PLACE MULCH WITHIN 48 HOURS OF THE SECOND ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. PREPARED PLANTING BED AND ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. 2X ROOT BALL WIDTH 10. FINAL LOCATION OF TREE TO BE APPROVED BY BACKFILL SOIL ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. OWNER. (THOROUGHLY LOOSENED) CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. DOUBLE SHREDDED HARDWOOD MULCH NOTES: 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST SOD CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 4" TOPSOIL SCARIFY SIDES AND BOTTOM OF HOLE. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM MATERIALS IF NECESSARY; TEMPORARY ONLY. GIRDLING ROOTS. PLUMB AND BACKFILL WITH PLANTING SOIL. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED PLANTING SOIL VOIDS. DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, BACK FILL VOIDS AND WATER SECOND TIME. THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND MIX IN 3-4" OF ORGANIC COMPOST. BREAK APART PEAT POTS. 1 TREE PLANTING DETAIL 2 SHRUB / PERENNIAL PLANTING DETAIL 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. SCALE: N.T.S. L101 SCALE: N.T.S. L101 WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS 3/16" X 4" STEEL EDGER TURF/SOD LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TURF/SOD TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. TOP OF EDGER TO BE 12" STEEL EDGER SPIKE FLUSH WITH SOD 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN MULCH COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS 12" STEEL EDGER SPIKE (WHERE APPLICABLE). 3/16" X 4" STEEL EDGER SUBGRADE 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP MULCH BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SECTION PLAN 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 3 STEEL EDGER DETAIL OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. SCALE: N.T.S. L101 PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. MODIFY EXISTING IRRIGATION SYSTEM FOR SITE CHANGES AND NEW LANDSCAPE BEDS. PROVIDE COMPLETE COVERAGE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. ZTR ZTR BY 07/26/2022 07/20/2022 DATE WATERSHED COMMENTS WATERSHED COMMENTS REVISIONS 2 1 No. 2022 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM / / / LANDSCAPE DETAILS COFFEE SHOP DRIVE THRU IMPROVEMENTS PREPARED FOR PROPERTY SHEET NUMBER L101