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2024-0129 Chanhassen Aptmts - Civil & LA plans
1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITEMATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION.2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ARCH fullbleed E1 (30.00 x 42.00 Inches) SHEET.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODESAND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TOANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINALUTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS.NOTES:SITE BENCHMARKS:(LOCATIONS SHOWN ON SURVEY)PROJECT BENCHMARK: TOP OF MINNESOTA DEPARTMENT OFTRANSPIRATION GEODETIC MONUMENT "HASSEN MNDT"ELEVATION=983.31 (NAVD 88)SBM #1: TOP NUT OF HYDRANT NEAR NORTHEASTERLYCORNER OF THE SURVEYED PROPERTY.ELEVATION= 978.35 (NAVD 88)SBM #2: TOP NUT OF HYDRANT NEAR SOUTHEASTERLYPORTION OF THE SURVEYED PROPERTY.ELEVATION=964.09 (NAVD 88)BENCHMARKSNORTHVICINITYN.T.S.SITECHANHASSEN, CARVER COUNTY, MNLANDSCAPE ARCHITECTKIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: 651-645-4197CONTACT: MITCHELL COOKASGEOTECHNICAL ENGINEERBRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438TELEPHONE: 952-995-2000CONTACT: AARON R. SCHULZETENBERGPROJECT TEAM:SURVEYOREGAN, FIELD & NOWAK, INC.475 OLD HIGHWAY 8 NW, SUITE 200NEW BRIGHTON, MN 55112TELEPHONE: 612-466-3300CONTACT: CHRISTOPHER A. TERWEDOENGINEERKIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: MICHAEL C. BRANDT, PE767 EUSTIS STREET, SUITE 100ST. PAUL, MN 55114TELEPHONE: 651-645-4197OWNER / DEVELOPERROERS COMPANIES2 CARLSON PARKWAY, SUITE 400,PLYMOUTH, MN 55447TELEPHONE: 763-285-8808CONTACT: NICK ASTACHANHASSEN APARTMENTSSECTION 13, TOWNSHIP116 N, RANGE 23 WFORSITE DEVELOPMENT PLANSKnow what'sbelow.before you dig.CallARCHITECTESG ARCHITECTS500 SOUTH WASHINGTON AVENUE SMINNEAPOLIS, MN 55415TELEPHONE: 612-339-5508CONTACT: BOB LOKENARBORETUM BLVDW 78TH STMARKET BLVD GREAT PLAINS BLVDMARKET STC000COVER SHEETSheet List TableSheet NumberSheet TitleC000COVER SHEETC100GENERAL NOTESC101PARCEL MAPV100ALTA TOPOGRAPHIC SURVEYV101ALTA TOPOGRAPHIC SURVEYV102ALTA TOPOGRAPHIC SURVEYC200SITE DEMOLITION PLANC201TREE INVENTORY & PRESERVATION PLANC300EROSION CONTROL PLAN - PHASE 1C301EROSION CONTROL PLAN - PHASE 2C302EROSION CONTROL DETAILSC400SITE PLANC401TRUCK CIRCULATIONC402SITE DETAILSC403SITE DETAILSC404SITE DETAILSC500GRADING AND DRAINAGE PLANC501STORM SEWER PLANC600UTILITY PLANC601UTILITY DETAILSC602UTILITY DETAILSC603UTILITY DETAILSC604UTILITY DETAILSC605UTILITY DETAILSC607UTILITY DETAILSC608UTILITY DETAILSC609UTILITY DETAILSL100LANDSCAPE PLANL101LANDSCAPE DETAILSPRELIMINARY - NOT FOR CONSTRUCTION MICHAEL C. BRANDT, P.E.01/19/2024462661DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.DescriptionDateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMMARKET BLVD& W 78TH ST GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND STATE DEPARTMENT OF TRANSPORTATION AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL CITY OR COUNTY SPECIFICATIONS AND STANDARDS, OR THE STATE DOT SPECIFICATIONS AND STANDARDS IF NOT COVERED BY LOCAL CITY OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). 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. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 6" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL GROWTH IS ESTABLISHED TO MINIMUM COVERAGE OF 70% IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GASKETED AND/OR GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 2.0% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: EGAN, FIELD & NOWAK, INC. ADDRESS: 475 OLD HIGHWAY 8 NW, SUITE 200, NEW BRIGHTON, MN 55112 PHONE: 612-466-3300 DATED: 09/26/2023 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: BRAUN INTERTEC CORPORATION ADDRESS: 11001 HAMPSHIRE AVENUE S, MINNEAPOLIS, MN 55438 PHONE: 952-995-2000 DATED: 10/18/2023 3.CONSTRUCTION TESTING 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 C100 GENERAL NOTES PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST PID:254460010 OWNER:KRAUS-ANDERSON INC PID: 254510010 OWNER: MARKET SQUARE ASSOC LTD PTRSHP AND C/O V CLAYTON & ASSOCIATES PID: 254490010 OWNER: NEARCO IV LLC PID: 254510040 OWNER: MARKET SQUARE ASSTS II LLC PID: 257740020 OWNER: CHANHASSEN CITY PID: 250122000 OWNER: AREA INVEST LLC PID: 250122200 OWNER: STATE BANK OF CHANHASSEN PID: 251720010 OWNER: CHANHASSEN RETIAL LTD PRTSHP PID:251720020 OWNER: SPIRIT MASTER FUNDING VII LLC PID: 251720030 OWNER: CHANHASSEN CITY PID: 254610050 OWNER:CITY OF CHANHASSEN PID: 254610020 OWNER: CHANHASSEN MEDICAL ARTS II LLS PID: 251680021 OWNER: NEW CHANHASSEN HOLDING COMPANY LLC PID:2570300030 OWNER:CHANHASSEN FRONTIER LLC AND C/O CUSHMAN & WAKEFIELD PID: 257030020 OWNER: AGREE LIMITED PARTNERSHIP PID: 251680010 OWNER: SOUTHWEST TRANSIT PID: 252490020 OWNER: VIRGINA S THOMAS FAMILY LP PID: 252490010 OWNER: REALTY INCOME PROPERTIES 3 LLC PID: 252520010 OWNER: CHANHASSEN LETSOS LLCPID: 254510020OWNER: MARKET SQUAREASSOC LTD PTRSHP ANDC/O V CLAYTON & ASSOCIATESPID: 257740010 OWNER: CHANHASSEN CITY PID: 252750020 OWNER: BHB INVESTMENTS LLC PID: 257900210 OWNER: HAVLIK FAMILY TRUST AGMT PID: 257900220 OWNER: PAUL J & STACY K OSEN PID: 257900230 OWNER: DAVID & MEGAN L WOODS PID: 257900240 OWNER: DEAN HARLAN WALLENTINE PID: 257900250 OWNER: JACK GOGGINS PID: 257900260 OWNER: MICHAEL MEYERS PID: 257900270OWNER: MARK & ROSEANN SCHLENKPID: 257030010 OWNER: CHANHASSEN FRONTIER LLC PID: 259990200 OWNER: TWIN CITIES & WESTERN RAILROAD PID: 251680 0 6 0 OWNER: C H A N H A S S E N C I T Y PID: 250136600 OWNER: CHANHASSEN HRA PID: 251190070 OWNER BLOOMBERG COMPANIES INCLAREDO DRIVE78TH STREET MARKET BOULEVARDNORTH LEGEND PROPERTY LINE Know what'sbelow. before you dig.Call R C101 PARCEL MAP PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST V100 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST V101 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST V102 ALTA TOPOGRAPHIC SURVEY PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST RELOCATE COMMUNICATION LINE, COORDINATE WITH UTILITY PROVIDER. REMOVE BUILDING OVERHANG. REMOVE FLAGPOLE REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE GAS METER, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMER, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMERS, COORDINATE WITH UTILITY PROVIDER. REMOVE TRANSFORMERS, COORDINATE WITH UTILITY PROVIDER. PROTECT IN PLACE EXISTING TRAFFIC LIGHTS. PROTECT IN PLACE EXISTING STORM. REMOVE EXISTING RETAINING WALLS, COORDINATE WITH OWNER AND KA DEVELOPMENT. G G G G G G G PROTECT IN PLACE EXISTING POWER LINE. REMOVE TRANSFORMER, COORDINATE WITH UTILITY PROVIDER. B B B BB B B B B B B B C C C C C C C CC C C C D D D D D I I I I I I PROTECT IN PLACE EXISTING UTILITIES. REMOVE EXISTING RETAINING WALLS REMOVE EXISTING RETAINING WALLS H H TYP. TYP. F F TYP. TYP. E PROTECT IN PLACE EXISTING TRAFFIC LIGHT. PROTECT EXISTING SANITARY MANHOLEREMOVE EXISTING RETAINING WALL PROTECT IN PLACE EXISTING MANHOLE STRUCTURE, REMOVE EXISTING PIPE TO THE EAST AND PLUG STRUCTURE.A A A A A A A A A PROTECT IN PLACE EXISTING POWER LINE. PROTECT IN PLACE EXISTING STORM SEWER PROTECT IN PLACE EXISTING STORM SEWER REMOVE SANITARY SEWER SERVICE. J J J J K K K K K K K K KK K K K K K L L L L L M M N N N L L L O P P P P P Q Q Q Q Q R R RR B D WATERMAIN LOOP MUST BE KEPT INTACT UNTIL NEW LOOP LINE IS IN PLACE, COORDINATE WITH CITY PUBLIC WORKS AND KA DEVELOPMENT PROTECT IN PLACE EXISTING CATCH BASIN STRUCTURE, REMOVE EXISTING PIPE TO THE EAST AND PLUG STRUCTURE. CONTRACTOR TO PROTECT OFF-SITE PARKING SURFACES CONTRACTOR SHALL LIMIT DISTURBANCE OF ALDI WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH STORE MANAGER. CONTRACTOR TO COORDINATE WITH ALDI STORE MANAGER FOR ACCESS SHUT DOWN. WATERMAIN REMOVAL MUST BE COORDINATED WITH ALDI STORE MANAGER AND CANNOT BE REMOVED UNTIL NEW PIPE IS IN PLACE. M A A A A A A A A A A A A A A WATERMAIN LOOP MUST BE KEPT INTACT UNTIL NEW LOOP LINE IS IN PLACE, COORDINATE WITH CITY PUBLIC WORKS AND KA DEVELOPMENT CONTRACTOR TO COORDINATE WITH KA DEVELOPMENT FOR ACCESS SHUT DOWN. CONTRACTOR TO COORDINATE WITH AMERICANA COMMUNITY BANK FOR ACCESS SHUT DOWN. PROTECT IN PLACE EXISTING UTILITIES. CONTRACTOR SHALL LIMIT DISTURBANCE OF OLD NATIONAL BANK WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH BANK MANAGER. CONTRACTOR SHALL LIMIT DISTURBANCE OF OLD NATIONAL BANK WATER SUPPLY TO 2 HOURS AND COORDINATE OUTAGE WITH STORE MANAGER. R R R R R R R R R R R R PROTECT IN PLACE EXISTING UTILITIES. SALVAGE AND REINSTALL HYDRANT. SALVAGE AND REINSTALL SIGN. SALVAGE AND REINSTALL SIGN CONTRACTOR TO PROTECT OFF-SITE PARKING SURFACES PROTECT IN PLACE EXISTING TRAFFIC LIGHT. PROTECT IN PLACE EXISTING TRAFFIC LIGHT. REMOVE EXISTING STORM STRUCTURE K PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING UNDERGROUND POWER LINE EXISTING WOOD FENCE EXISTING RETAINING WALL EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND COMMUNICATIONS LINE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING FIRE DEPARTMENT CONNECTION EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT REMOVE LIGHT POLE 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF THE DEBRIS IN A LAWFUL MANNER AND IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE LOCAL AND STATE AGENCIES. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE, INCLUDING THE TYPE OF DEBRIS AND LOCATION WHERE IT WAS DISPOSED. 3.THE CONTRACTOR SHALL MAINTAIN 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. 4.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. 5.THE LOCATIONS OF 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 AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTING UTILITIES WITHIN PROPOSED WORK AREA. 6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/OR FIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONAL UNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITY COMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDING WITH THE PROPOSED WORK. 7.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. 8.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 THE CITY, COUNTY, AND STATE DOT AS NECESSARY. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLANS / SWPPP. 11.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 OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTS TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDING PROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.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 STATE REQUIREMENTS. 14.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. 15.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVE DRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. 16.IF CONTAMINATED MATERIAL IS ENCOUNTERED ON THE PROJECT SITE, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE OWNER AND ENGINEER IMMEDIATELY. DEMOLITION PLAN NOTES KEYNOTE LEGEND SAWCUT EXISTING PAVEMENT REMOVE EXISTING CURB REMOVE EXISTING SIDEWALK REMOVE EXISTING PAVEMENT REMOVE EXISTING FENCE REMOVE EXISTING TREE REMOVE EXISTING SIGN REMOVE EXISTING LIGHT POLE REMOVE EXISTING WATER LINE / HYDRANT / VALVE REMOVE EXISTING SEWER LINE / STRUCTURE REMOVE EXISTING STORM LINE / STRUCTURE PROTECT EXISTING STORM LINE / STRUCTURE PROTECT EXISTING WATER LINE / HYDRANT / VALVE PROTECT EXISTING SEWER LINE / STRUCTURE PROTECT EXISTING BUILDING / STRUCTURE REMOVE EXISTING BUILDING / STRUCTURE PROTECT EXISTING LIGHT POLE PROTECT EXISTING TREE A B C D E F G H I J K L M N O P Q RNORTH C200 SITE DEMOLITION PLAN ABANDON UTILITY LINES IN PLACE NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGA A A A A A A A A A AA A A A A A A AA A A A A A A A A A A A A A A A A A A A A A A A A A A A A B B B B B B B BB B B B B B B B A AAAA A A A A A A C C C C C C C C C C C BA B A C C C C C TREE TO BE REMOVED PROPERTY LINE TREE TO REMAIN LEGEND TREE REMOVAL: 43 TREES TREE REMOVAL: ~744 CAL. IN. REPLACEMENT CALIPER REQUIRED:~1,488 CAL. IN. = 2X THE CALIPER INCHES REMOVED TREE MITIGATION DATA 1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. 2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITY. 3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BREIFED ON TREE PRESERVATION TECHNIQUES. 4.EXISTING TREES TO REMAIN OR REMOVED TO BE CLEARLY IDENTIFIED, WITHIN DISTURBANCE LIMITS AND 10' OUTSIDE OF THE DISTURBANCE LIMITS. 5.TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES KEYNOTE LEGEND EXISTING TREE TO BE REMOVED (TYP.) EXISTING TREE TO BE SAVED (TYP.) EXISTING TREE LOCATED PER AERIAL IMAGE, DATED 08/22/23. SIZE DETERMINED VIA GOOGLE STREET VIEW, IMAGE DATED MARCH 2023, BASED ON ADJACENT TREE IN SURVEY A B C EXISTING VEGETATION EDGE C201 TREE INVENTORY & PRESERVATION PLAN PRELIMINARY - NOT FOR CONSTRUCTIONLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652201/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 591 78TH STREET WEST 575 78TH STREET WEST 570 MARKET STREET 7 8 T H S T R E E T W E S T M A R K E T B O U L E V A R D7 8 T H S T R E E T W E S T B O U L E V A R DM A R K E TITEM 11 &2MMITME1T 12 67501 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 19 &2MMITME1T 12 67573 ITEM 18 &2MMITME1T 12 67573 ITEM 17 &2MMITME1T 12 67573 ITEM 14 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 15 &2MMITME1T 12 67573 SD SDSD SD SD SD SDSD SDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SD SD SD SDSD SDSD SD3.29%2.47%4.04%3.46%1.11% 1.11% 1 . 4 3% 1.6 3 %3.01%4.87%2.73%1.2 7 %4.00%8.88%A B B B B B B B A C 9709 7 5 9 6 6 966966 967 9 6 8 9 6 9 971972973 97397397497 4 976977975 975973973 973974 974976976977 D D B A CONTRACTOR TO PROTECT EXISTING OFF-SITE PARKING SURFACES B SOIL TYPE: KB 3.4 ACRES SOIL TYPE: KC-2 0.3 ACRES SOIL TYPE: KB 0.4 ACRES SOIL TYPE: LA 0.1 ACRES SOIL TYPE: CO 0.1 ACRES B B B B B B B3.74%3.57%4.76 %4.94% 4.64 %5.14%1.72% 2 . 0 2% 2.80 % 4.14 % 2.86 %2.27% 1.1 0 %1.40%0.72%1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SILT DIKE LEGEND EROSION CONTROL BLANKET 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE I BMP QUANTITIES SILT FENCE ±1,355 LF INLET PROTECTION 17 EA ROCK CONSTRUCTION ENTRANCE 1 EA SILT DIKE ±1,250 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE SILT DIKE A B C D C300 EROSION CONTROL PLAN - PHASE 1 NORTH PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SD SOIL MAP LEGEND CO - CORDOVA CLAY LOAM, 0 TO 2 PERCENT SLOPES 0.1 ACRES KB - KILKENNY-LESTER LOAMS, 2 TO 6 PERCENT SLOPES 3.8 ACRES KC2 - LESTER-KILKENNY COMPLEX, 6 T O10 PERCENT SLOPES, MODERATELY ERODED 0.3 ACRES LA - LE SUEUR-LESTER COMPLEX, 1 TO 6 PERCENT SLOPES 0.1 ACRES PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST 78TH STREET MARKET BOULEVARDLAREDODRIVESD SD SD SD SD SDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSD3.72%1.26%3.92% 2 . 0 8% 2.66% A B B B B B B B D C B B B BB B C 965 970970970 975 966967968969 97197197 1971971 972972972972972 9739749 7 6 977965 97 0 975966 967 968 96 9 971 97197197297397397397 4 974976 975974 976 976 977 9 7 7 B SOIL TYPE: KC-2 0.3 ACRES SOIL TYPE: KB 0.4 ACRES SOIL TYPE: LA 0.1 ACRES SOIL TYPE: CO 0.1 ACRES B 5.21%5.21%3.66%3.66%3.22%3.49%3.49%7.41 % B B B B B B B B B B BBB B1.46%1.48%SOIL TYPE: KB 3.4 ACRES 12.21%19.49%9.82%7.27%3.71 % 4.7 9 % 3. 5 5 % 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE SILT DIKE LEGEND EROSION CONTROL BLANKET 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE 2 BMP QUANTITIES SILT FENCE ±1,330 LF INLET PROTECTION 31 EA ROCK CONSTRUCTION ENTRANCE 1 EA SILT DIKE ±680 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE SILT DIKE A B C D PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C301 EROSION CONTROL PLAN - PHASE 2 NORTH SOIL MAP LEGEND CO - CORDOVA CLAY LOAM, 0 TO 2 PERCENT SLOPES 0.1 ACRES KB - KILKENNY-LESTER LOAMS, 2 TO 6 PERCENT SLOPES 3.8 ACRES KC2 - LESTER-KILKENNY COMPLEX, 6 T O10 PERCENT SLOPES, MODERATELY ERODED 0.3 ACRES LA - LE SUEUR-LESTER COMPLEX, 1 TO 6 PERCENT SLOPES 0.1 ACRES PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SOIL BOUNDARY - PER NRCS SD C302 EROSION CONTROL DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST N.T.S. APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN CONSTRUCTION AREA ASPHALT PAVEMENT EXISTING CONCRETE OR A A APRON ADHESIVE FLOW ADHESIVE 20"20"ADHESIVEADHESIVEADHESIVE ADHESIVE NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. FLOW OVERLAP PER MANUFACTURER'S RECOMMENDATIONS SECTION A-A DIKE PLAN VIEW 1 SILT DIKE NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGPROPOSED 10' D&U EASEMENT 10.5'10.4'PROPOSED 10' D&U EASEMENT PROPOSED 10' D&U EASEMENT PROPOSED 6' D&U EASEMENT TIE INTO EXISTING CURB AND GUTTER 9.3'16.0'A A A A A A AA A A B B C D D D D D E C 18.0'26.0'18.0'7.0'18.0'8.0'8.0'5.0'P F F P P 9.0' M ME E E N N N N N N G G G G H H H H H H H E TRANSFORMERS, SEE MEP PLANS TRANSFORMERS, SEE MEP PLANS18.5'15.9'7.3'9.5'11.2' 116.7'35.9'5.0'5.0'11.0'II K A L O O O O O O O OO O O O O O O O O OOO FUTURE CURB - BY OTHERS FUTURE CURB - BY OTHERS PROPOSED D&U EASEMENT PROPOSED D&U EASEMENT 26.0'18.0'7.9'36.0'12.1'5.6'24.0'36.0'4.7' 9.0' 19.8'9.8' EXISTING CURB 7.0'4.6'8.6'6.0'1.8'26.6'27.7'12.4' 8.1'1.9'24.0'2.7'2.5'10.8'8.9'13.4'11.3'11.9'6.0' 8.8' 60.0' FUTURE ROW R30.0' R10.0' R10.0' R10.0' R10.0' R10.0' 3.1' 11.0' 0.6' 2.9'1.1'0.6'JJ J J J J J JJ J 13.0'10.0'10.1'7.5' LOT 1, BLOCK 1 LOT 1, BLOCK 2 OUTLOT A P Q Q 8.0' 6.2' 5.1' R R R RETAINING WALL STAIRS - SEE ARCH PLANS STAIRS STAIRS - SEE ARCH PLANS H H H H GENERATOR, SEE MEP PLANS BARRICADES PER CITY DETAIL 7.3' 11.6'5.0'N5.0'6.0'11.3'5.3'18.0'9.0'13.0'37.3'GENERATOR, SEE MEP PLANS S DO NOT DISTURB EXISTING TRAFFIC SIGNAL T T5.0'I L K BUILDING OVERHEAD - SEE ARCH PLANS UNDERGROUND STORMWATER SYSTEM EXTENTS UNDERGROUND STORMWATER SYSTEM EXTENTS COORDINATE TRAFFIC SIGNAL LOCATION WITH CITY EAST BUILDING - SEE ARCH PLANS (126 HOUSING UNITS) WEST BUILDING - SEE ARCH PLANS (184 HOUSING UNITS) 10.0' 13.7' 17.1' 23.6'14.1'5.7'9.0' 11.6'13.8'20.0' 111.8' 20.0'16.7'3.7'1.9' 5.0' 42.1'N 21.7' 9.0' EXISTING ACCESS EASEMENT 8.3' R10.0'R3.0'R10.0' R20.0' R3.0' R5.0' R3.0' R3.0' R5.0' R10.0' R3.0'8.3'14.5'J J J J J P P 1.7' 3.5' 11.9' 16.0' F F F F F G G U U F F F F 6.2'13.9'G G U OUTLOT B BUILDING OVERHEAD - SEE ARCH PLANS BUILDING OVERHEAD - SEE ARCH PLANS 4.0'4.1'DOG RUN PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST NORTH LEGEND PROPERTY SUMMARY TOTAL PROPERTY AREA 4.09 AC / 178,247 SF DISTURBED AREA 5.57 AC / EXISTING IMPERVIOUS AREA 3.36 AC / 146,306 SF / 82.1% EXISTING PERVIOUS AREA 0.73 AC / 31,941SF / 17.9% PROPOSED IMPERVIOUS AREA 3.66 AC / 159,455 SF / 89.5% PROPOSED PERVIOUS AREA 0.43 AC / 18,792 SF / 10.5% SITE DATA EXISTING ZONING CENTRAL BUSINESS DISTRICT PROPOSED ZONING CENTRAL BUSINESS DISTRICT PROPOSED LAND USE MULTI-FAMILY HOUSING AND RETAIL REQUIRED PARKING SETBACKS SIDE/REAR = 0' RIGHT OF WAY = 0' REQUIRED/PROVIDE BUILDING SETBACKS FRONT (WEST BLDG) = 0' / 10.4' SIDE (EAST BLDG) = 0' / 7.5' REAR (WEST BLDG) = 0' / 10.8 RIGHT OF WAY (WEST BLDG) = 0' /10.5' SITE PLAN NOTES 1.REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF STOOPS, TRUCK DOCKS, TRASH ENCLOSURES & PRECISE BUILDING DIMENSIONS. REFER TO THE SITE ELECTRICAL PLAN FOR LOCATIONS OF PROPOSED LIGHT POLES, CONDUITS, AND ELECTRICAL EQUIPMENT. 2.REFER TO CERTIFIED SITE SURVEY OR PLAT FOR EXACT LOCATION OF EXISTING EASEMENTS, PROPERTY BOUNDARY DIMENSIONS, AND ADJACENT RIGHT-OF-WAY & PARCEL INFORMATION. 3.DIMENSIONS AND RADII ARE DRAWN TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT, AND AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING SITE IMPROVEMENTS THAT CONFLICT WITH THE PROPOSED WORK, INCLUDING BUT NOT LIMITED TO TRAFFIC SIGNS, LIGHT POLES, ABOVEGROUND UTILITIES, ETC. PERFORM WORK IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS. COST SHALL BE INCLUDED IN BASE BID. 5.TYPICAL PARKING STALL DIMENSIONS SHALL BE 9.0-FEET IN WIDTH AND 18-FEET IN LENGTH UNLESS OTHERWISE INDICATED. 6.MONUMENT SIGN(S) ARE DETAILED ON THE ARCHITECTURAL PLANS AND ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIGN DIMENSIONS, LOCATION AND REQUIRED PERMITS WITH THE OWNER. BUILDING DATA WEST BUILDING AREA (FOOTPRINT)66,721 SF EAST BUILDING AREA (FOOTPRINT)39,221 SF TOTAL BUILDING AREA (FOOTPRINT)105,943 SF PERCENT OF TOTAL PROPERTY AREA 59.44% MAXIMUM BUILDING HEIGHT ALLOWED 78' WEST BUILDING PROPOSED HEIGHT 76'-8" WEST BUILDING FIRST FLOOR HEIGHT VARIES 15' TO 16' WEST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" EAST BUILDING PROPOSED HEIGHT 69'-2" EAST BUILDING FIRST FLOOR HEIGHT 14'-0" EAST BUILDING UPPER FLOORS HEIGHT 10'-8" TO 11'-8" PARKING SUMMARY REQUIRED TOTAL PARKING TO BE DETERMINED BY CITY PARKING ANALYSIS PROPOSED INTERNAL PARKING - WEST BUILDING 338 SPACES PROPOSED INTERNAL PARKING - EAST BUILDING 68 SPACES PROPOSED EXTERNAL PARKING - NORTH AREA 59 SPACES PROPOSED EXTERNAL PARKING - EAST AREA 9 SPACES SOUTHERN OFF-SITE PARKING (RIGHTS VIA EASEMENT NO.A387167)25 SPACES SOUTHEAST OFF-SITE VENUE APARTMENT EXCESS PARKING 20 SPACES TOTAL PROVIDED PARKING 519 SPACES REQUIRED ACCESSIBLE PARKING 15 SPACES PROPOSED ACCESSIBLE PARKING 15 SPACES PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE RETAINING WALL DRAINAGE AND UTILITY EASEMENT STANDARD DUTY ASPHALT PAVMENT SEE DETAILS FOR SECTION RIGHT OF WAY PAVEMENT SEE DETAILS FOR SECTION HEAVY DUTY CONCRETE PAVEMENT SEE DETAILS FOR SECTION CONCRETE SIDEWALK SEE DETAILS FOR SECTION Know what'sbelow. before you dig.Call R C400 SITE PLAN KEYNOTE LEGEND SIDEWALK, SEE INSET A PUBLIC ASPHALT PAVEMENT, SEE INSET B HEAVY DUTY PAVEMENT, SEE INSET C STANDARD DUTY ASPHALT PAVEMENT, SEE INSET D HEAVY DUTY CONCRETE PAVEMENT, SEE INSET E B612 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM FULL HEIGHT TO FLAT CURB MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. COMMERCIAL DRIVEWAY, SEE CITY OF CHANHASSEN PLATE 5207 RAISED PATIO, SEE ARCHITECTURAL PLANS LANDSCAPE AREA, SEE LANDSCAPE PLANS B618 CONCRETE CURB AND GUTTER, SEE DETAIL ON SHEET TRANSITION CURB & GUTTER FROM B618 TO B612 STOP SIGN BOLLARD "NO PARKING - LOADING ZONE ONLY" SIGN FLAT CURB A B C D E F G H I J K L M N O P Q R S T U FUTURE CURB AND GUTTER - BY OTHERS UNDERGROUND BMP PROPOSED TREE TRENCH LIMITS OF DISTURBANCE NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKING9.3'16.0'18.0'NORTH Know what'sbelow. before you dig.Call R C401 TRUCK CIRCULATION Width Lock to Lock Time Track SU-40 Steering Angle 4.00 : : : 6.0 8.00 8.00 31.8: 25.00 feet 39.50 22.007.00 43.00 :33.3Steering Angle 8.50 8.50 6.0 Aerial Fire Truck feet : : : Width Track Lock to Lock Time PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © MARKET BLVD & W 78TH ST C402 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST PAVEMENT SECTIONS FOR REFERENCE ONLY, REFER TO GEOTECHNICAL REPORT OR CITY DETAILS FOR ALL PAVEMENT, SUBGRADE PREPARATION AND COMPACTION REQUIREMENTS. N.T.S. TYPICAL SIGN MOUNTING6 1'-0" 1'-6" 3'-6" 2'-0" MIN. 7'-0" MIN. ACCESSIBLE PARKING SYMBOL N.T.S. N.T.S. ADA PARKING STALL LAYOUT5 STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRAL SIDEWALK CURB SEE DETAIL ACCESSIBLE PARKING SIGN WITH BOLLARD SEE DETAIL 2' STRIPING - 4" TRAFFIC WHITE INTEGRAL SIDEWALK CURB SEE DETAIL INTEGRAL SIDEWALK CURB SEE DETAIL (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA STANDARD STALL STANDARD STALL 1/2"6"12"60"-66"'18"ACCESSIBLE PARKING SIGNAGE N.T.S. WHITE SYMBOL ON BLUE BACKGOUND LEGEND & BORDER: WHITE BACKGROUND: BLUE NOTES: 1.ALL LETTERS ARE 1" AERIES "C" PER MUTCD. 2.SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3.FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WITH WHITE LEGEND AND BORDER. 4.CONTRACTOR SHALL VERIFY FINE AMOUNT. 5.ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6.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. 7.ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE WITH A.D.A STANDARDS AND LOCAL LAWS. K-1479 12"x6" PLAQUE TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION N.T.S. ACCESSIBLE PARKING SIGNAGE3N.T.S. STOP SIGN2 30"30"12" 3/8" 7"7' N.T.S. FLUSH CURB1 C403 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C404 SITE DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST NO PARKING78TH STREETMARKET BOULEVARD LAREDO DRIVE NO PARKING CO DDCO COD9709759699719729739749769779759 7 4 9769769 7 6 977970966967968969971972973965970975962963964 966967968969971972973974976976977977975974974974976977960965961962963964G:976.68G:976.62G:975.79G:975.39G:975.61G:973.70G:973.60G:973.76G:973.70G:974.00G:974.66G:974.88G:974.74G:974.90G:974.95G:975.20G:975.39G:975.51G:976.17G:976.51G:975.38G:974.79G:975.35G:975.14G:974.23G:974.10G:973.17G:972.90G:971.06G:970.87975.00FFE = 975.0975.00974.65965.41962.00962.59964.00971.05967.92972.80972.00973.12973.92976.00975.50970.73968.54967.47965.98965.98966.21966.07969.50TW:975.90TW:975.90TW:975.90TW:975.75TW:975.81BW:972.16BW:972.87BW:974.84BW:975.74BW:975.893.38%3.10%2.60%2.78%3.03%3. 6 6 % 4.9 3 %5.21%5.21%1.83%5.84%3.81%7.54%3.11%5.12%3.22%2.08%2.84%0.76%1.50% 1.50% 1.73%1.86%2.62%2.70%3.5 6 %2.88%28.42%3.48%2.73%3.50%3.51%4.19%4.08%FFE = 976.0FFE = 976.0FFE = 976.0FFE = 975.5FFE = 975.5FFE = 969.5FFE = 969.518.71%4.74%13.19%3.04%13.80%2.85%3.92%974.49974.49974.49974.49974.76974.76974.76974.76G:975.07G:975.07G:975.11G:975.17G:975.39G:976.55G:976.14G:976.38G:977.46G:976.13G:975.69G:975.56G:975.13G:975.17G:976.54G:977.30G:977.22G:973.38G:974.31G:974.53G:974.00G:973.24G:973.00G:974.18G:968.97G:968.34G:969.68971.85973.23973.27971.89974.00973.96975.50975.42976.92977.00976.83976.90977.00977.00976.81975.86976.00976.00975.98976.00975.98976.00976.00972.05975.50969.00968.77ME:964.27ME:963.73962.00G:974.14FFE = 976.0FFE = 977.0FFE = 977.0FFE = 963.4FFE = 974.0FFE = 971.9FFE = 966.4FFE = 967.0971.66971.84972.05972.34971.51968.68965.75965.01965.21965.90968.24968.05967.25967.06969.92970.05970.52970.40ME:965.34ME:965.26965.54965.86966.39G:970.32G:970.67G:970.84G:970.20G:970.80G:974.84G:975.01G:976.65G:976.90G:975.39G:975.50G:974.05G:974.67G:974.76G:973.71G:973.60G:973.22G:972.58G:972.52G:972.47G:965.30G:963.94G:962.97G:962.31G:961.88G:961.70G:960.54G:960.64G:960.86G:960.86G:960.60G:960.56G:960.38G:960.42G:960.66G:960.12G:959.66G:959.91G:958.66G:958.42G:958.37G:958.11G:957.97G:958.21G:960.12G:959.75G:958.52G:958.68975.00975.00975.00962.00962.00961.91961.84961.77962.00961.58961.09961.58961.58961.35961.35960.87960.87960.87960.87962.00960.57959.99959.59962.00962.00FFE = 975.0FFE = 961.0FFE = 962.0FFE = 962.0FFE = 962.0FFE = 962.0G:960.86G:962.00G:962.00974.64974.55974.66974.87975.00975.00975.00974.86973.01971.89964.47ME:964.35ME:964.51ME:964.32GRADING PLAN NOTES1.PERFORM GRADING WORK IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONSAND BUILDING PERMIT REQUIREMENTS.2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.4.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES.NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTINGTHE PROPOSED DESIGN OF THE PROJECT.5.IN PAVED AREAS, ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE THE SITE READYFOR SUB-BASE.6.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TOHELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTINGPAVEMENT.7.ELEVATIONS SHOWN REPRESENT FINISHED SURFACE GRADES. SPOT ELEVATIONSALONG CURB & GUTTER REPRESENT THE FLOW LINE UNLESS OTHERWISE NOTED8.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITYITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THECONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE.9.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB ANDGUTTER WITH SMOOTH UNIFORM SLOPES THAT PROVIDE POSITIVE DRAINAGE TOCOLLECTION POINTS. MAINTAIN A MINIMUM SLOPE OF 1.25% IN ASPHALT PAVEMENTAREAS AND A MINIMUM SLOPE OF 0.50% IN CONCRETE PAVEMENT AREAS.10.MAINTAIN A MINIMUM SLOPE OF 0.50% ALONG CURB & GUTTER. REVIEW PAVEMENTGRADIENT AND CONSTRUCT "INFALL" CURB WHERE PAVEMENT DRAINS TOWARD THEGUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM THE GUTTER.11.INSTALL A MINIMUM OF 4-INCHES OF AGGREGATE BASE MATERIAL UNDER PROPOSEDCONCRETE CURB & GUTTER, SIDEWALKS, AND TRAILS UNLESS OTHERWISE DETAILED.12.GRADING FOR SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING CROSSINGDRIVEWAYS, SHALL CONFORM TO CURRENT STATE & NATIONAL ADA STANDARDS:ACCESSIBLE RAMP SLOPES SHALL NOT EXCEED 8.3% (1:12).SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%.LONGITUDINAL SIDEWALK SLOPES SHALL NOT EXCEED 5.0%.ACCESSIBLE PARKING STALLS AND ACCESS AISLES SHALL NOT EXCEED 2.0% IN ANYDIRECTION. A MAXIMUM SLOPE OF 1.50% IS PREFERRED.SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADACOMPLIANT. NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANYLOCATION PRIOR TO PAVEMENT INSTALLATION. CHANGE ORDERS WILL NOT BEACCEPTED FOR ADA COMPLIANCE ISSUES.13.UPON COMPLETION OF LAND DISTURBING ACTIVITIES, RESTORE ADJACENT OFFSITEAREAS DISTURBED BY CONSTRUCTION TO MATCH OR EXCEED THE ORIGINALCONDITION. LANDSCAPE AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4-INCHESOF TOPSOIL.14.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARYSEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS.PROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW ELEVATIONT/G:0.0EOF:0.00.0%PROPOSED DRAINAGE DIRECTION ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODPROPOSED RIDGE LINEPROPOSED SWALEPROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0BW:0.0RETAINING WALL NOTES1.RETAINING WALLS SHALL BE DESIGNED BY OTHERS.2.PLANS SHOW THE HORIZONTAL LOCATION OF THE TOP OF THE WALL AND PROVIDESFINISHED SURFACE ELEVATIONS AT THE TOP AND BOTTOM FACE OF THE WALL ONLY.3.RETAINING WALL DESIGN PLANS SHALL BE CERTIFIED BY A LICENSED PROFESSIONALENGINEER AND SUBMITTED TO THE REVIEWING AUTHORITY AND KIMLEY-HORN ENGINEEROF RECORD FOR APPROVAL.4.RETAINING WALL DESIGNER MUST ACCOUNT FOR DRAINAGE AROUND THE WALL ASSHOWN ON THE GRADING PLAN. SURFACE RUNOFF SHALL NOT BE ALLOWED TO DRAINOVER THE TOP OF THE WALL.5.RETAINING WALL MATERIAL AND COLOR SHALL BE SELECTED BY THE OWNER.6.RETAINING WALL DESIGNER IS RESPONSIBLE FOR OBTAINING GEOTECHNICALINFORMATION AS NEEDED FOR DESIGN OF THE PROPOSED WALL.NORTHC500GRADING ANDDRAINAGE PLANPRELIMINARY - NOT FOR CONSTRUCTION MICHAEL C. BRANDT, P.E.01/19/2024462661DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.DescriptionDateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©MARKET BLVD& W 78TH ST 7 8 T H S T R E E T W E S T M A R K E T B O U L E V A R DITEM 16 &2MMIT M E 1 T 1 2 6 7 5 0 1 7 8 T H S T R E E T W E S T B O U L E V A R DITEM 16 &2MMITME1T 12 67501 ITEM 16 &2MMITME1T 12 67501 ITEM 16 &2MMITME1T 12 67501 M A R K E TITEM 20 &2MMITME1T 12 67501 ITEM 20 &2MMITME1T 12 67501 ITEM 20 &2MMIT M E 1 T 1 2 6 7 5 0 1 ITEM 17 &2MMITME1T 12 67501 ITEM 17 &2MMITME1T 12 67501 ITEM 11 &2MMITME1T 12 67501 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 7 &2MMITME1T 12 67573 ITEM 20 &2MMITME1T 12 67573 ITEM 20 &2MMITME1T 12 67573 ITEM 19 &2MMITME1T 12 67573 ITEM 18 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 13 &2MMITME1T 12 67573 ITEM 10 &2MMITME1T 12 67573 ITEM 17 &2MMITME1T 12 67573 ITEM 14 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 13 &2MMITME1T 12 67501 ITEM 8 &2MMITME1T 12 6 7 5 0 1 ITEM 16 &2MMIT M E 1 T 1 2 6 7 5 7 3 ITEM 15 &2MMITME1T 12 67573 NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGBMP#1: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM. TOP OF STRUCTURE: 972.00 BOTTOM IE: 957.00 NORMAL WATER LEVEL: 961.00 100-YR HIGH WATER LEVEL: 965.30 DEPTH OF TANK: 15' BMP #2: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM. TOP OF STRUCTURE: 969.00' BOTTOM IE: 959.00' NORMAL WATER LEVEL: 963.00' 100-YR HIGH WATER LEVEL: 965.30' DEPTH OF TANK: 10' PROPOSED PUMP CONTROL PANEL 0+00 0+80 23 LF - 18" PVC @ 2.00% 68 LF - 24" RCP @ 2.13% 61 LF - 18" PVC @ 2.00% 36 LF - 15" RCP @ 0.50% 86 LF - 15" RCP @ 0.50% 36 LF - 15" RCP @ 0.50% 60 LF - 15" RCP @ 0.50% 5 LF - 12" HDPE @ 2.00% 6 LF - 8" PVC @ 1.27% 22 LF - 24" HDPE @ 0.48% 3 - 9 LF - 8" PVC @ 0.00% 18 LF - 15" RCP @ 11.03% 5 LF - 12" HDPE @ 0.50% ST-203 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:976.36 IE:972.27 N IE:963.65 S ST-402 CBMH W/ 4' SUMP RE:975.22 IE:968.80 W IE:968.80 S ST-403 RE:975.19 IE:968.98 E ST-201 RE:974.59 IE:962.44 S IE:962.44 N IE:962.44 E ST-200 RE:974.63 IE:961.00 W ST-401 RE:971.81 IE:968.37 N IE:968.37 S IE:968.37 W ST-104 RE:974.10 IE:961.00 E ST-100 REPLACE EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:972.84 IE: 968.1 S IE:969.60 W IE:969.87 NW ST-202 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:974.29 IE:962.91 N ST-601 RE:969.60 IE:963.00 S ST-600 PROPOSED STORM SEWER STUB FOR FUTURE CONNECTION. RE:969.36 IE:962.90 N ST-501 CBMH W/ 4' SUMP RE:970.61 IE:968.67 W IE:968.67 N ST-502 RE:971.79 IE:968.85 E ST-101 STMH 72" RE:974.12 3 - IE:971.00 W IE:970.00 E ST-103 10' x 12' LIFT STATION BOTTOM IE: RE:973.95 IE:960.90 W STUB ST-301 RE:974.20 IE:963.00 E ST-300 RE:974.45 IE:961.00 W ST-400 RE:971.94 IE:968.35 E ST-700 RE:974.64 IE:961.00 S 11 LF - 18" PVC @ 2.00% ST-701 ROOF DRAIN CONNECTION. CONTRACTOR SHALL COORDINATE WITH MEP, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:974.80 IE:961.22 N106.0'22.0'115.1'106.0' STORM CROSSING ST-402 TO ST-401 966.53 ST-201 TO ST-200 963.35 CLEARANCE IS 3.18' STORM CROSSING ST-402 TO ST-401 966.12 ST-301 TO ST-300 962.99 CLEARANCE IS 3.13' 10' SETBACK FROM WATER MAINCO 55.7'46.2' D RELOCATED CATCH BASIN CONTRACTOR TO FIELD VERIFY LOCATION, SIZE, AND PIPE MATERIAL IE:972.29 CBMH ST-801 RE:973.08 27 LF - 15" RCP @ 0.50% CB ST-800 RE:974.57 84 LF - 6" SLOT DRAIN @ 0.50% 75 LF - 6" SLOT DRAIN @ 0.50%34 LF - 12" PVC @ 0.50%39 LF - 12" PVC @ 0.50% CB ST-1001.A RE:965.00 IE:959.09 N IE:959.09 SW 94 LF - 15" RCP @ 0.45% 57 LF - 15" RCP @ 0.50% ST-902 REPLACE EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:961.98 IE:958.79 N IE:958.79 S20 LF - 15" RCP @ 1.21% ST-901 BMP#5 - ADS BAY FILTER RE:961.14 IE:958.55 N IE:958.55 S NYLOPLAST ST-905.B RE:958.83 IE:955.71 E (4' SUMP) 54 LF - 12" HDPE @ 0.50% 10 LF - 12" HDPE @ 0.50% 23 LF - 12" HDPE @ 0.50% CB ST-906 RE:958.90 IE:955.60 E IE:955.60 W CB ST-907 RE:958.68 IE:955.67 E IE:955.67 W 13 LF - 12" HDPE @ 0.50% 22 LF - 12" HDPE @ 0.50% CB ST-908 RE:958.45 IE:955.78 W 46 LF - 12" HDPE @ 0.50% OLDST-902 CONNECT TO EXISTING STORM SEWER. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:958.57 IE:953.71 W CB ST-1001.B RE:969.00 IE:959.51 S BMP#6 ADS BAY FILTER VAULT ST-1000 CONNECT TO EXISTING STORM SEWER STRUCTURE. CONTRACTOR SHALL VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES RE:963.65 IE:958.80 NE ST-904 RE:959.30 IE:955.44 S IE:955.44 W ST-903 RE:959.67 IE:953.94 E BMP#3 TREE TRENCH BMP#4 TREE TRENCH NYLOPLAST ST-905 RE:958.41 IE:955.49 E IE:955.49 N (4' SUMP) ST-900 CONNECT TO EXISTING STORM SEWER PIPE. CONTRACTOR TO VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:960.63 IE:955.72 N 150 LF - 15" RCP @ 1.21% ST-EX CONNECT TO EXISTING STORM STRUCTURE. RE:967.70 IE:960.60 S PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C501 STORM SEWER PLAN NORTH PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST NO PARKING78TH STREET MARKET BOULEVARDLAREDODRIVENO PARKINGCO CO 8" INCH DIP CONNECT INTO EXISTING 8" DIP WITH 8"X8" WET TAP WITH 8" GATE VALVE SSWR-201 RE:976.84 COORDINATE WITH MEP IE:964.73 E SSWR-100 RE:961.14 COORDINATE WITH MEP IE:947.66 S EXISTING SSMH RE:960.80 IE:947.60 N 30 LF - 8" PVC @ 0.50% 12 LF - 8" PVC @ 0.50% 45° BEND 8"x8" TEE 8" SERVICE - CONNECT INTO EXISTING 8" VALVE. COORDINATE WITH EXISTING OWNER PROPOSED HYDRANT AND 6" GATE VALVE 45° BEND EXISTING WATERMAIN CONNECT INTO EXISTING 10" DIP WITH 10" GATE VALVE 8" GATE VALVE 8"x6" TEE 8" DIP 8" GATE VALVE PROPOSED HYDRANT AND 6" GATE VALVE 10"x6" TEE 8" DIP CONNECT INTO EXISTING 8" DIP WITH 8" GATE VALVE CONNECT INTO CONNECT INTO 10" GATE VALVE EXISTING HYDRANT TO REMAIN - SALVAGE AND REINSTALL 6" GATE VALVE CONNECT INTO EXISTING 10" DIP WITH 10" GATE VALVE 150' HYDRANT COVERAGE (TYP) PROPOSED UNDERGROUND DETENTION, SEE STORM SEWER PLANS FOR DETAILS PROPOSED UNDERGROUND DETENTION, SEE STORM SEWER PLANS FOR DETAILS 11.25° BEND 11.25° BEND 10"x6" TEE 10" GATE VALVE PROPOSED HYDRANT AND 6" GATE VALVE 18" DIP 18"x6" TEE AND GATE VALVE18"x6" TEE AND GATE VALVE CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND PIPE MATERIAL 10"x8" REDUCER AND 8" VALVE 10x10 TEE CONNECT TO EXISTING MAIN 18"x10" REDUCER AND 10" VALVE 10"x10" TEE 10" VALVE CONNECT TO EXISTING MAIN 18"x10" REDUCER AND 10" VALVE 18" VALVE 10" DIP 10"x10" TEE 10x6 TEE10" VALVE 10" DIP 8"x8" TEE AND 8" VALVE FOR DOMESTIC AND FIRE SERVICE 10" GATE VALVE 45° BEND 45° BEND 45° BEND 45° BEND 18" VALVE AND TEE 45° BEND 45° BEND 10" VALVE FOR DOMESTIC AND FIRE SERVICE - COORDINATE WITH MEP EXISTING HYDRANT TO REMAIN 10" DIP CONNECT INTO EXISTING SSWR CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT RE:968.17 IE:964.58 W CONTRACTOR TO FIELD VERIFY LOCATION, SIZE AND PIPE MATERIAL PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED UTILITY PLAN NOTES 1.INSTALL UTILITIES IN ACCORDANCE WITH APPLICABLE CITY SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 4.SANITARY SEWER PIPE SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH 40: ASTM D-1785, F-714, F-894 SANITARY SEWER FITTINGS SHALL BE: PVC: ASTM D-2729, D-3034 PVC SCH40: ASTM D-2665, F-2794, F-1866 5.WATER MAIN PIPE SHALL BE: PVC: ASTM D-1785, D-2241, AWWA C-900 DUCTILE IRON: AWWA C115 WATER MAIN FITTINGS SHALL BE: PVC:ASTM D-2464, D-2466, D-2467, F-1970, AWWA C-907 DUCTILE IRON: AWWA C-153, C-110, ASME 316.4 5.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 STORM SEWER FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 6.WHEN CONNECTING TO AN EXISTING UTILITY LINE, FIELD VERIFY THE LOCATION, DEPTH, AND SIZE OF THE EXISTING PIPE(S) PRIOR TO INSTALLATION OF THE NEW LINES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 7.PLACE AND COMPACT ALL FILL MATERIAL PRIOR TO INSTALLATION OF PROPOSED UNDERGROUND UTILITIES. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 8.MAINTAIN A MINIMUM OF 7'-6" COVER ON ALL WATER LINES. 9.FOR WATER LINES AND STUB-OUTS UTILIZE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 10.MAINTAIN 18-INCH MINIMUM VERTICAL SEPARATION WHERE SEWER PIPE CROSSES WATER LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). PROVIDE 10-FOOT HORIZONTAL SEPARATION BETWEEN SEWER PIPE AND WATER LINES. 11.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (OR ANY OBSTRUCTION EXISTING AND PROPOSED), THE SANITARY PIPE MATERIAL SHALL BE PVC SCHEDULE 40 OR PVC C900 AND HAVE MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18-INCH VERTICAL SEPARATION MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12.ALL PVC & HDPE SEWER AND WATER PIPE SHALL HAVE A TRACER WIRE INSTALLED IN THE TRENCH AND TERMINATED PER THE DETAILS. 13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLACING BACKFILL. 14.IN PAVEMENT AREAS, RAISE MANHOLE CASTINGS TO BE FLUSH WITH PROPOSED FINISHED SURFACE GRADE. IN GREEN AREAS, RAISE MANHOLE CASTINGS TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATION & INSTALL A WATERTIGHT LID. 15.REFER TO PLUMBING PLANS FOR LOCATION, SIZE AND ELEVATION OF UTILITY SERVICE CONNECTIONS AND ROOF DRAINS TO THE INTERIOR BUILDING SYSTEMS. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) & METERS ARE LOCATED INSIDE THE BUILDING. 16.CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 17.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.REFER TO THE SITE ELECTRICAL PLANS FOR SPECIFICATIONS OF THE PROPOSED SITE LIGHTING AND ELECTRICAL EQUIPMENT. 19.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 20.EXCESS MATERIAL, ABANDONED UTILITY ITEMS, AND OTHER UNUSABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 22.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 23.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 24.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 25.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C600 UTILITY PLANNORTH C601 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C602 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C603 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST PRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C604 UTILITY DETAILS LIFT STATION DETAIL PROFILE 952 960 970 980 952 960 970 980 22 LF - 24" HDPE @ 0.48% 3 - 9 LF - 8" PVC @ 0.00% 6 LF - 8" PVC @ 1.27%ST-101STMH 72" 2'RE:974.12IE:971.00 WIE:970.00 EBMP#1: PROPOSED STORMTRAP DOUBLE TRAP UNDERGROUND DETENTION SYSTEM TOP OF STRUCTURE: 972.00 BOTTOM IE: 957.00 NORMAL WATER LEVEL: 961.00 100-YR HIGH WATER LEVEL: 965.30 PROPOSED 10' X 12' STORM WATER LIFT STATION H-20 TRAFFIC LOADED ACCESS HATCH STORM WATER LIFT PUMPS QTY #3 REQUIRED FLOW RATE (EACH): 230 GPM REQUIRED HEAD: 25 FT 8 LF - 8" PVC @ 1.27%8" PVC 18 LF - 8" PVC @ 1.27% 8" PVC8" PVC CBMH ST-100RE:972.84IE:969.60 WIE:969.87 NWD PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION STORM SEWER NOTES 1.INSTALL STORM SEWER IN ACCORDANCE WITH APPLICABLE CITY OR STATE SPECIFICATIONS, STATE PLUMBING CODE, AND BUILDING PERMIT REQUIREMENTS. 2.CONTACT STATE 811 CALL-BEFORE-YOU-DIG LOCATING SERVICE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION FOR UNDERGROUND UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE: RCP: ASTM C-76 HDPE: ASTM F-714, F-894 PVC: ASTM D-2729 PVC SCH40: ASTM D-1785, D-2665, F-794 DRAIN TILE SHALL BE: PE: ASTM F-6667 PVC: ASTM D-2729 FITTINGS SHALL BE: RCP: ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE: ASTM D-3212 PVC: ASTM D-2729, JOINTS PER ASTM D-3212 PVC SCH40: ASTM D-2665, F-794, F-1866 4.CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5.FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF LAND DISTURBING ACTIVITIES. NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS IMPACTING THE PROPOSED DESIGN OF THE PROJECT. 6.EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. REFER TO THE UTILITY PLANS FOR LAYOUT AND ELEVATIONS FOR PROPOSED SANITARY SEWER, WATER MAIN, AND OTHER BUILDING UTILITY SERVICE CONNECTIONS. REFER TO THE GRADING PLAN FOR DETAILED SURFACE ELEVATIONS. 7.EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 8.COORDINATE WITH THE PLUMBING PLANS FOR THE LOCATION, SIZE AND ELEVATION OF THE PROPOSED UNDERGROUND ROOF DRAIN CONNECTIONS. 9.WHERE STORM SEWER ROOF DRAINS HAVE LESS THAN 4-FEET OF COVER IN PAVED AREAS OR 3-FEET OF COVER IN LANDSCAPE AREAS, PROVIDE 3-INCH THICK INSULATION A MINIMUM OF 5-FEET IN WIDTH, CENTERED ON THE PIPE. 10.ALL STORM SEWER PIPE JOINTS SHALL BE WATER-TIGHT CONNECTIONS. 11.ALL STORM SEWER PIPE CONNECTIONS TO MANHOLES SHALL BE GASKETED AND WATER TIGHT. BOOTED COUPLERS AT THE STRUCTURE OR A WATER STOP WITH NON-SHRINK GROUT MAY BE USED IN ACCORDANCE WITH LOCAL CODES. 12.CONTRACTOR SHALL AIR TEST ALL STORM SEWER PIPE IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. C605 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTIONMICHAEL C. BRANDT, P.E. 01/19/2024 462661DATE: 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. MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C606 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C607 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C608 UTILITY DETAILS PRELIMINARY - NOT FOR CONSTRUCTION01/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST C609 UTILITY DETAILS LANDSCAPE LEGENDEXISTING DECIDUOUS TREE (TYP.)EXISTING CONIFEROUS TREE (TYP.)EXISTING SHRUB (TYP.)EDGER (TYP.)APPROXIMATE LIMITS OF SODDING/IRRIGATION,SOD ALL DISTURBED AREAS (TYP.)SEED/ SOD EDGE (TYP.)ROCK MULCH (TYP.)ARTIFICIAL TURF, SEE DETAIL (TYP.)AABCDELANDSCAPE KEYNOTESEDGER (TYP.)DOUBLE SHREDDED HARDWOOD MULCH (TYP.)ARTIFICIAL TURF (TYP.)SOD (TYP.)MAINTENANCE STRIP (TYP.)NO PARKING78TH STREETMARKET BOULEVARD LAREDO DRIVE NO PARKING DDDDDDDDDBEBBBBBBEBEBEBEBEBEBEBEBADCABBPROPOSED 10' D&U EASEMENTPROPOSED 10'D&U EASEMENTUNDERGROUNDSTORMWATER SYSTEMEXTENTSUNDERGROUNDSTORMWATER SYSTEMEXTENTSBOULEVARD TREES WILL BEPROVIDED BY THE CITY ASPART OF MARKET BLVD.RECONSTRUCTION IN 2025EXISTING TREES TOREMAIN (TYP.)SYMBOLCODECOMMON NAMECONIFEROUS TREEBHSBLACK HILLS SPRUCEORNAMENTAL TREEARMARMSTRONG RED MAPLERVBRIVER BIRCH MULTI-TRUNKOVERSTORY TREEBOLBOULEVARD LINDENIHLIMPERIAL HONEYLOCUSTPREAMERICAN ELMCONIFEROUS SHRUBSGOJGREY OWL JUNIPERSGJSEA GREEN JUNIPERDECIDUOUS SHRUBSANHANNABELLE HYDRANGEABLCIROQUOIS BEAUTY BLACK CHOKEBERRYCBFIREDANCE™ RED TWIG DOGWOODDBHDWARF BUSH HONEYSUCKLEDVBDWARF EUROPEAN VIBURNUMGGDGARDEN GLOW DOGWOODGLSGRO-LOW FRAGRANT SUMACSEMSEM FALSESPIREAORNAMENTAL GRASSESHMSHEAVY METAL SWITCHGRASSKFG2KARL FOERSTER FEATHER REED GRASSPERENNIALSBES2BLACK-EYED SUSANEBPEMERALD BLUE CREEPING PHLOXNWWALKER'S LOW CATMINTPBSPRAIRIE BLAZING STARPCFPURPLE CONEFLOWERSH4PRAIRIE DROPSEEDPLANT KEYREPLACEMENT REQUIREMENTSCALIPER REPLACEMENT REQUIRED:1,488 INCHESCALIPER REPLACEMENT PROPOSED:100 INCHESNOTE: REMAINDER OF REQUIRED TREES TO BE PROVIDED AT OFF-SITE LOCATION OR PAYMENT IN LIEU OF (CITY TOCONFIRM)LANDSCAPE REQUIREMENTSBUFFERYARD REQUIRED:BUFFERYARD A(EAST SIDE 519 L.F.)6 OVERSTORY TREES = 1 OVERSTORY TREE / 100 L.F. OF FRONTAGE11 UNDERSTORY TREES = 2 UNDERSTORY TREES / 100 L.F. OF FRONTAGE16 SHRUBS = 3 SHRUBS / 100 L.F. OF FRONTAGEBUFFERYARD PROVIDED:4 OVERSTORY TREES(EAST SIDE 519 L.F.)0 UNDERSTORY TREES18 SHRUBSBUFFERYARD REQUIRED:BUFFERYARD A(SOUTH SIDE 905 L.F.)10 OVERSTORY TREES = 1 OVERSTORY TREE / 100 L.F. OF FRONTAGE19 UNDERSTORY TREES = 2 UNDERSTORY TREES / 100 L.F. OF FRONTAGE28 SHRUBS = 3 SHRUBS / 100 L.F. OF FRONTAGEBUFFERYARD PROVIDED:11 OVERSTORY TREES(SOUTH SIDE 905 L.F.)4 UNDERSTORY TREES98 SHRUBSLANDSCAPE SUMMARYL100LANDSCAPE PLANNORTHPRELIMINARY - NOT FOR CONSTRUCTION LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.MITCHELL COOKAS, PLA5652201/19/2024DATE:SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALMNLIC. NO.PRELIMINARYNOT FOR CONSTRUCTIONLAND USE APPLICATION1/19/2024ORIGINAL ISSUE:REVISIONS:No.DescriptionDateMARKET BLVD& W 78TH STNOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMMARKET BLVD& W 78TH STNOTE: SEE SHEET L101 FOR FULL PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL/SIZE CONIFEROUS TREE BHS 8 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT. ORNAMENTAL TREE ARM 7 ACER RUBRUM `ARMSTRONG`ARMSTRONG RED MAPLE B & B 2.5" CAL. RVB 3 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 8` HT. OVERSTORY TREE BOL 4 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. IHL 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING CONIFEROUS SHRUBS GOJ 6 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. SGJ 25 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. DECIDUOUS SHRUBS ANH 6 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 120 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. CB 28 CORNUS SERICEA 'BAILADELINE'FIREDANCE™ RED TWIG DOGWOOD #5 CONT.4` O.C. DBH 39 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. DVB 16 VIBURNUM OPULUS `NANUM`DWARF EUROPEAN VIBURNUM #2 CONT.3` O.C. GGD 49 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. GLS 108 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. SEM 43 SORBARIA SORBIFOLIA `SEM`SEM FALSESPIREA #5 CONT.3` O.C. ORNAMENTAL GRASSES HMS 106 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS #1 CONT.3` O.C. KFG2 84 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 24" O.C. PERENNIALS BES2 10 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT.18" O.C. EBP 109 PHLOX SUBULATA 'EMERALD BLUE'EMERALD BLUE CREEPING PHLOX #1 CONT.12" O.C. NW 34 NEPETA X 'WALKER'S LOW'WALKER'S LOW CATMINT #1 CONT.18" O.C. PBS 13 LIATRIS PYCNOSTACHYA PRAIRIE BLAZING STAR #1 CONT.18" O.C. PCF 55 ECHINACEA PURPUREA PURPLE CONEFLOWER #1 CONT.18" O.C. SH4 80 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT.18" O.C. PLANT SCHEDULE DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED)NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL AS SPECIFIED ON CENTER SPACING PER PLANT SCHEDULE. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10154"1"PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.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. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.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 COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE TRAP ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-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 (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. 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). SEED/SOD 20.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 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION / PROVIDE NEW SYSTEM, OR MODIFY EXISTING IRRIGATION PER OWNERS DIRECTION TO ALL PLANTED AREAS ON SITE. 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. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 22.IRRIGATION SYSTEM TO INCORPORATE WATER REUSE FROM UNDERGROUND STORMWATER SYSTEM - COORDINATE WITH MEP PLANS FOR IRRIGATION SYSTEM. ESTABLISHMENT 23.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 24.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 25.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 26.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED 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 60 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. 27.SEE ELECTRICAL PLANS FOR SITE LIGHTING. LANDSCAPE NOTES L101 LANDSCAPE DETAILS ARTIFICIAL TURF DETAIL SCALE: 1-1/2"=1'L1014 NOTES: 1.CONTRACTOR TO INSTALL PER MANUFACTURER'S SPECIFICATIONS.PRELIMINARY - NOT FOR CONSTRUCTIONLANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652201/19/2024DATE: SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. PRELIMINARY NOT FOR CONSTRUCTION LAND USE APPLICATION 1/19/2024 ORIGINAL ISSUE: REVISIONS: No.Description Date MARKET BLVD & W 78TH ST NOT FORCONSTRUCTION 2024 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM MARKET BLVD & W 78TH ST