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Home My WebLink AboutAmira - Complete Plan SetNORTH VICINITY N.T.S. LAKE ELMO, WASHINGTON COUNTY, MN 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 24x36 SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: GEOTECHNICAL ENGINEER BRAUN INTERTEC 11001 HAMPSHIRE AVE S, MINNEAPOLIS, MN 55438 TELEPHONE: (952) 995-200 PROJECT TEAM: SURVEYOR E.G. RUD & SONS, INC. 6776 LAKE DRIVE NE, SUITE 110 LINO LAKES, MN 55014 TELEPHONE: (651) 361-8701 FAX: (651) 361-8701 CONTACT: JASON RUDD ENGINEER & LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: JARED F. JONES, PE MITCHELL G. COOKAS, PLA 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER UNITED PROPERTIES 651 NICOLLET MALL, SUITE 450 MINNEAPOLIS, MN 55402 TELEPHONE: (952) 835-5300 CONTACT: JENNIFER MASON AMIRA LAKE ELMO SECTION 33, TOWNSHIP 29N, RANGE 21W FOR SITE DEVELOPMENT PLANS Know what'sbelow.before you dig.Call ARCHITECT LSE ARCHITECTS 100 PORTLAND AVE. S, SUITE 100 MINNEAPOLIS, MN TELEPHONE: (612) 343-1010 CONTACT: IAN SIMONSON SITE EAGLE POINT BLVD. HUDSON BLVD. www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg September 11, 2022 - 2:22pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C001 EXISTING SURVEY C100 PRIVATE INFRASTRUCTURE GENERAL NOTES C200 EXISTING CONDITIONS & REMOVAL PLAN C201 EXISTING CONDITIONS & REMOVAL PLAN C202 EXISTING CONDITIONS & REMOVAL PLAN C203 EXISTING CONDITIONS & REMOVAL PLAN C204 EXISTING CONDITIONS & REMOVAL PLAN C205 EXISTING CONDITIONS & REMOVAL PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C302 HUDSON BLVD EROSION AND SEDIMENT CONTROL PLAN C303 SWPPP NOTES C400 SITE PLAN C401 FIRE ACCESS PLAN C402 HUDSON BLVD CONSTRUCTION NOTES C403 HUDSON BLVD & EAGLE POINT BLVD TYPICAL SECTIONS C404 HUDSON BLVD SUPERELEVATION PLANS C405 HUDSON BLVD ALIGNMENT PLAN AND TABULATION C406 HUDSON BLVD STREET AND STORM SEWER PLAN & PROFILE C407 HUDSON BLVD STREET AND STORM SEWER PLAN & PROFILE C408 HUDSON BLVD STREET AND STORM SEWER PLAN & PROFILE C409 HUDSON BLVD INTERSECTION DETAILS C410 HUDSON BLVD SIGNING & STRIPING TITLE C411 HUDSON BLVD SIGNING & STRIPING PLAN C412 HUDSON BLVD SIGNING & STRIPING DETAILS C413 HUDSON BLVD SIGNING & STRIPING DETAILS C414 HUDSON BLVD CROSS SECTIONS C415 HUDSON BLVD CROSS SECTIONS C416 HUDSON BLVD CROSS SECTIONS C500 OVERALL GRADING AND DRAINAGEPLAN C501 GRADING AND DRAINAGE PLAN C502 GRADING AND DRAINAGE PLAN C503 GRADING AND DRAINAGE PLAN C504 GRADING AND DRAINAGE PLAN C505 GRADING AND DRAINAGE PLAN C506 OVERALL STORMWATER MANAGEMENT PLAN C507 STORMWATER MANAGEMENT PLAN C508 STORMWATER MANAGEMENT PLAN C509 STORMWATER MANAGEMENT PLAN C510 STORMWATER MANAGEMENT PLAN C511 STORMWATER MANAGEMENT PLAN C512 STORMWATER DETAILS C513 STORMWATER DETAILS C600 UTILITY PLAN C700 CIVIL DETAILS C701 CIVIL DETAILS C702 CIVIL DETAILS C703 CIVIL DETAILS C704 CIVIL DETAILS C705 CIVIL DETAILS C706 CIVIL DETAILS C800 TRAFFIC CONTROL DETAILS C801 TRAFFIC CONTROL DETAILS C802 TRAFFIC CONTROL DETAILS C803 TRAFFIC CONTROL PLAN C804 DETOUR PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE ENLARGEMENT L102 LANDSCAPE ENLARGEMENT L103 LANDSCAPE DETAILS L104 CITY LANDSCAPE DETAILS L200 TREE INVENTORY AND PRESERVATION PLAN L201 TREE INVENTORY AND PRESERVATION PLAN DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C000BAW 09/09/2022 JFJ 19.1001.04 COVER SHEET UTILITY CONTACTS WATER/WASTEWATER & STORMDEPARTMENT CITY OF LAKE ELMO PUBLIC WORKS PHONE: (651) 747-3940 ELECTRIC COMPANY XCEL ENERGY CONTACT: BURKE ANDERSON PHONE: (651) 779-3185 EMAIL: BURKE.L.ANDERSON@XCELENERGY.COM GAS COMPANY XCEL ENERGY CONTACT: DON PILLA PHONE: (651) 229-2329 EMAIL: DONALD.J.PILLA@XCELENERGY.COM TELECOM COMPANY CENTURY LINK / LUMENCONTACT: BRANDEN HEIDELBERGER PHONE: (651) 312-7184EMAIL: BRANDEN.HEIDELBERGER1@CENTURYLINK.COM TELECOM COMPANY COMCAST CONTACT: BEN UELAND PHONE: (651) 493-5158 EMAIL: BENJAMIN_UELAND@COMCAST.COM *CONTRACTOR IS TO COORDINATE CONSTRUCTION OF HUDSON BOULEVARD & EAGLE POINT BOULEVARD IMPROVEMENTS WITH ALL DRY UTILTIES WITHIN THE AREA PRIOR TO AND THROUGHOUT CONSTRUCTION* www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg September 11, 2022 - 2:22pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOMEFAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALLWORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCTTHE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISENOTED. 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 DATABY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TOTHE 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 INCURREDBECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FORTEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING ORRELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED ANDTHEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. 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. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS ANDBONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. 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. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGNARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATECONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THEOWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILTDATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES AREENGAGED BY THE CONTRACTOR. 10. 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. 11. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THEAPPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12. 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. 13. SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THEDOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACTTHE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THEFOLLOWING 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 3RD PARTY TEST REPORTS REQ'D 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 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 COMPLETEACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THECONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THECONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST 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'SSPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUGWHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACESWIPED 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 IMPERFECTIONSWHICH, 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 FROMTHE 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 BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOTBE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ONGRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNERAND JURISDICTIONAL AGENCY AS REQUIRED. 10. CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 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 NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT 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 SHALLBE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BEADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THECONTRACTOR 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 INVERTOUT. 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 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18. ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER 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 OFCONSTRUCTION. 21. A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER ISUTILIZED. 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, AND MATERIALSSPECIFICATIONS. 26. REFERENCE M.E.P. PLANS (BY OTHERS) FOR ROOF DRAINAGE AND MECHANICAL EQUIPMENT DIMENSIONSAND SPECIFICATIONS. 27. CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOUNDATIONS, STOOPS, RETAINING WALLS, AND OTHER STRUCTURAL FEATURES. 28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ELECTRICAL AND LIGHT PLANS. 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 ASNECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASSSTAND 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 UNDISTURBEDDURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TOMATCH 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 4" OF TOPSOIL AT COMPLETIONOF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SODDED. 7. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TESTAND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAINTOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELYNOTIFY 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 OFCONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURESSHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDEPOSITIVE 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 MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALLGOVERN. 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 HARDY GRASS GROWTH IS ESTABLISHED 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 ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHERSUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNINGREGULATIONS 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 PLANTINGAREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTEDAND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17. ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF LAKE ELMO AND MN/DOTSPECIFICATIONS. 18. SPOT ELEVATIONS ARE TO 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 CONDITIONSAND 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 FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUSGRADE. 26. CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALTPAVING AND 0.6% FOR CONCRETE PAVING. 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 PREVENTIONSHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MNNATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOMEFAMILIAR 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. SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THETRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED,WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING ISREQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE INAN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALLFINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS 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 CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BYTHE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON 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 (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BEDETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ONSITE 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 SEALEDCONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OFWIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13. ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOTADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITHSOME PROTECTIVE MEASURE WILL BE NECESSARY. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15. EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OFLAND-DISTURBING ACTIVITIES ON THE PROJECT. 16. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF LAKE ELMO ENGINEERING DIVISION. 17. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITESEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/ORADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSIONCONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED 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 OFTHE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIEDPERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALLEVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTSREFER TO THE STANDARD SPECIFICATIONS. 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BEREMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3. THE 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 TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FORPARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING ASCONDITIONS DEMAND. 5. ALL MAINTENANCE OPERATIONS SHALL BE DONE 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 LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUALON 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 INTHE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8. CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCEBY 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 SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPESEXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS 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. REFER TO GEOTECHNICAL REPORT NO. B1911555BRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438 DATED JANUARY 2, 2020 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C100BAW 09/09/2022 JFJ 19.1001.04 PRIVATE INFRASTRUCTURE GENERAL NOTES RETAINING WALL COORDINATION NOTES 1. RETAINING WALLS SHOWN ARE SCHEMATIC. ACTUAL DETAILS SHALL BE DESIGNED BY THE CONTRACTOR/OTHERS AND SUBMITTED FOR APPROVAL BY ENGINEER. 2. RETAINING WALLS SHALL BE AS NOTED ON PLAN OR APPROVED EQUAL. 3. THE CONTRACTOR SHALL DETERMINE ALL DIMENSIONS AND DETAILS NECESSARY FOR INSTALLATION. 4. TAKE SPECIAL PRECAUTION ADJACENT TO WETLAND AS TO NOT DISTURB AREAS WITHIN DELINEATED WETLANDS 5. CONTRACTOR SHALL COORDINATE TIMING OF THE INSTALLATION OF THE RETAINING WALL WITH ALL UTILITIES, SPECIFICALLY THE SITE LIGHTING, STORM SEWER, SANITARY, AND WATERMAIN ADJACENT TOTHE PROPOSED WALLS. 6. REFER TO THE GEOTECHNICAL RECOMMENDATIONS BASED ON THE REPORT LISTED ON SHEET C100. 7. FINISHED ELEVATIONS ON THE GRADING PLAN ARE AS STATED ON THE PLAN WITH THE TOP OF WALL SPOTS AND BOTTOM OF WALL SPOTS DENOTING THE FINISHED GRADE ELEVATIONS. ACTUAL BOTTOM AND TOP OF RETAINING WALL ELEVATIONS MAY VARY DUE TO MANUFACTURER REQUIREMENTS AND RECOMMENDATIONS. 8. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WALL REINFORCING AND ROADWAYCONSTRUCTION, WETLAND LIMITS, AND RIGHT-OF-WAY LIMITS. CONTRACTOR SHALL PERFORM ALLNECESSARY COORDINATION, STAGING, TEMPORARY SHORING, AND SEQUENCING AT NO EXTRA COST. EARTHWORK NOTES 1. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION AND PREVENT STORMWATER FROM ACCUMULATING IN EXCAVATIONS. 2. CONTRACTOR SHALL COMPLETELY REMOVE EXISTING UNSUITABLE FILL BELOW BUILDIING PAD, FOUNDATIONS, AND OVERSIZING ZONES AND REPLACE WITH STRUCTURAL FILL TO STRUCTURAL GRADES. UNSUITABLE SOIL IS ANY EXISTING UNDOCUMENTED FILL, BURIED STRUCTURES OR DEBRIS, ORGANIC/SWAMP DEPOSITS, SOFT OR VERYLOOSE SOILS FORM BENEATH FOUNDATIONS. REMOVAL OF FILL SHALL OCCUR A MINIMUM OF 12" BELOW FOUNDATIONS, FOOTINGS, AND SLABS. ALL SUBGRADE SHALL BE PROOFROLLED PRIOR TO INSTALLATION OFSTRUCTURAL FILL. 3. STRUCTURAL FILL SHALL CONSIST OF NONORGANIC EXCAVATED MATERIAL THAT CAN BE PROPERLY PLACED ANDCOMPACTED. NON-ORGANC MATERIAL SHALL CONSIST OF SOIL CONTAINING LESS THAN 2 PERCENT ORGANICMATERIAL BY WEIGHT. ON-SITE SOILS (SP, SM, SP-SM, SC) CAN BE REUSED BELOW FLOOR SLABS, FOUNDATIONS, AND PAVEMENT LAYERS UPON APPROVAL FROM GEOTECHNICAL ENGINEER. 4. CONTRACTOR IS RESPONSIBLE FOR DESIGNING, INSTALLING, AND MAINTAINING SHORING SYSTEMS TO FACILITATE CONSTRUCTION. STRUCTURES, SLABS, AND PAVEMENTS ADJACENT TO THE EXCAVATION COULD BECOMEUNDERMINED IF SLOUGHING OCCURS WHILE THE EXCAVATION REMAINS OPEN DURING CONSTRUCTION. FLOWABLEFILLS, MUDJACKING, OR GROUTING COULD BE NEEDED DURING BACKFILLING OPERATIONS ADJACENT TO EXISTING STRUCTURES. 5. ENGINEERED FILL MATERIAL SHOULD MEET THE REQUIREMENTS AS SHOWN BELOW. REFER TO GEOTECHNICAL REPORT FOR SOIL CLASSIFICATIONS. ALL ENGINEERED FILL SHALL SATISFY APPLICABLE ENVIRONMENTALREGULATIONS. 5.1. AGGREGATE BASE: GRAVEL OR CRUSHED STONE GRADED FOR INTENDED USE AS SUBBASE FOR PAVING ANDSIDEWALK - CLASS 5 AGGREGATE BASE PER MNDOT SPEC SECTION 3138. 5.2. DRAINAGE LAYER/FILL BELOW WATER/NON-FROST-SUSCEPTIBLE: GP, GW, SP, SW SOILS MEETING GRADATION -100% PASSING 1-INCH SIEVE, <50% PASSING #40 SIEVE AND <5% PASSING #200 SIEVE WITH <3% ORGANICCONTENT, WASHED GRAVEL OR CRUSHED STONE, 1/4 INCH TO 3/4-INCH SIZE; ASTM C33, SIZE 67. 5.3. STRUCTURAL FILL BELOW FOUNDATIONS AND INTERIOR FLOOR SLABS: ON-SITE SOILS MEETING SP, SM, SCSOILS MEETING GRADATION - 100% PASSING 2-INCH SIEVE AND <40% PASSING #40 SIEVE.5.4. NON STRUCTURAL FILL BELOW LANDSCAPED SURFACES: 100% PASSING 6" SIEVE WITH <10% ORGANIC CONTENT .5.5. PAVEMENT FILL: SEE DETAILS APPROPRIATE LABORATORY TESTS, INCLUDING STANDARD PROCTOR (ASTM D698) MOISTURE DENSITY RELATIONSHIP TESTS AND ATTERBERG LIMITS TESTS FOR COHESIVE SOILS SHOULD BE PERFORMED ON PROPOSED FILL MATERIALS PRIOR TO THEIR USE AS STRUCTURAL FILL. FURTHER EVALUATION OF ANY ON-SITE SOILS ORPROPOSED IMPORTED FILL MATERIALS SHOULD BE PERFORMED BY GEOTECHNICAL ENGINEER PRIOR TO THEIR USEIN COMPACTED FILL SECTIONS. GEOTECHNICAL ENGINEER SHOULD BE RETAINED TO MONITOR FILL PLACEMENT AND TO PERFORM FIELD DENSITY TESTS AS EACH LIFT OF FILL IS PLACED IN ORDER TO EVALUATE COMPLIANCEWITH THE DESIGN REQUIREMENTS. GEOTECHNICAL ENGINEER SHOULD BE RETAINED TO OBSERVE AND TESTSUBGRADES IMMEDIATELY PRIOR TO FLOOR SLAB CONSTRUCTION AND PAVING. 6. PLACE ACCEPTABLE MATERIALS IN LAYERS NOT MORE THAN 9 INCHES LOOSE DEPTH FOR MATERIALS COMPACTEDBY HEAVY EQUIPMENT AND NOT MORE THAN 4 INCHES LOOSE DEPTH FOR MATERIALS COMPACTED BY HAND EQUIPMENT. FILL SHALL BE FREE OF DEBRIS AND RUBBLE. 6.1. STRUCTURAL FILL: UNDER FOUNDATIONS, AND SLABS ON GRADE, . 6.2. FREE DRAINING/NON-FROST-SUSCEPTIBLE: UNDER BUILDING SLABS, AT FOUNDATION DRAINAGE, ELSEWHEREAS INDICATED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS. 6.3. AGGREGATE BASE MATERIAL: UNDER PAVEMENT, WALKS, STEPS, PIPING, AND CONDUIT. 7. COMPACT MATERIALS AT THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 BY AERATION ORWETTING, AND AS DIRECTED BY THE GEOTECHNICAL INVESTIGATION REPORT AND/OR ENGINEER, TO THE FOLLOWING PERCENTAGES OF MAXIMUM DRY DENSITY (ASTM D698 STANDARD PROCTOR): 7.1. BELOW FOUNDATIONS AND OVERSIZING ZONES: 98 PERCENT OF MAXIMUM DRY DENSITY, -±3% OF OPTIMUM MOISTURE FOR MATERIAL WITH <20% PASSING #200 SIEVE OR -2 TO +3 % OF OPTIMUM MOISTURE FOR MATERIAL WITH >20% PASSING #200 SIEVE .7.2. ABOVE FOUNDATIONS AND BELOW INTERIOR SLABS MORE THAN ONE FOOT BELOW SUBGRADE: 95 PERCENT OF MAXIMUM DRY DENSITY, ±3% OF OPTIMUM MOISTURE FOR MATERIAL WITH <20% PASSING #200 SIEVE OR -2 TO+3 % OF OPTIMUM MOISTURE FOR MATERIAL WITH >20% PASSING #200 SIEVE.7.3. WITHIN 1 FEET OF PAVEMENT SUBGRADE: 98 PERCENT OF MAXIMUM DRY DENSITY, ±3% OF OPTIMUM MOISTURE FOR MATERIAL WITH <20% PASSING #200 SIEVE OR -2 TO +3 % OF OPTIMUM MOISTURE FOR MATERIAL WITH>20% PASSING #200 SIEVE.7.4. MORE THAN 1 FEET BELOW PAVEMENT SUBGRADE: 95 PERCENT OF MAXIMUM DRY DENSITY, ±3% OF OPTIMUM MOISTURE FOR MATERIAL WITH <12% PASSING #200 SIEVE OR ±3% OF OPTIMUM MOISTURE FOR MATERIAL WITH>20% PASSING #200 SIEVE. 7.5. BELOW LANDSCAPED AREAS: 90 PERCENT OF MAXIMUM DRY DENSITY, ±5% OF OPTIMUM MOISTURE FOR MATERIAL WITH <12% PASSING #200 SIEVE OR ±4% OF OPTIMUM MOISTURE FOR MATERIAL WITH >12% PASSING#200 SIEVE. 7.6. ADJACENT TO BELOW-GRADE WALL: 95 PERCENT OF MAXIMUM DRY DENSITY, ±3% OF OPTIMUM MOISTURE FORMATERIAL WITH <12% PASSING #200 SIEVE OR -2 TO +1 % OF OPTIMUM MOISTURE FOR MATERIAL WITH >12%PASSING #200 SIEVE. THE CITY STANDARD SPECIFICATIONS FOR PUBLIC INFRASTRUCTURE, DATED APRIL 2019, INCLUDING THE CITY STANDARD DETAILS PROVIDED WITHIN THESE CONSTRUCTION PLANS, AND THE CITY STANDARD PLAN NOTES PROVIDED WITHIN THESE CONSTRUCTION PLANS, SHALL APPLY TO THE WORK PERFORMED UNDER THIS CONTRACT. WHEN ANY OTHER PLAN NOTE OR DETAIL IS IN CONTRADICTION TO THE CITY STANDARD SPECIFICATION, DETAILS AND PLAN NOTES, OR IS IN CONTRADICTION TO THE APPROVED PROJECT PERMITS AND CITY ORDINANCES, THE CITY STANDARDS, PERMIT REQUIREMENTS AND ORDINANCES SHALL TAKE PRECEDENCE AND REMAIN APPLICABLE TO THIS PROJECT. REMOVE BITUMINOUS SURFACE MILL EXISTING BITUMINOUS SURFACE REMOVE BUILDING REMOVE TREE, REFERENCE L200-201 FOR TREE INVENTORY REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING FORCEMAIN SETBACK/ BUFFER WETLAND DELINEATION EXISTING FIBERCSSIG N A G E INV.=977.74LIFTSTATION1233981.70TCCB 958.76INVCMP84LIFTSTATIONINV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)PAVEMENT STRIPES (TYP.)PAVEMENT STRIPES (TYP.)APPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 970 970975971971972972973973974974976977978 979 12+0013+00 14+00 15+00 16+00 17+00 18+0019+0020+0021+0022+00PT : 1 3 + 2 1 . 1 4 PC: 1 7 + 4 9 . 1 6 www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 11, 2022 - 2:23pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTH1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLEMATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECTDOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THEDEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT ANDRECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTIONMANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCESAND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THECONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THEBEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THEENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OFEXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACTLOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS ANDPROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINESBEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVEDOR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIMESHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY ISNECESSARY 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 CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH LAKEELMO, WASHINGTON COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, ANDSHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT ISREQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATERDEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION ISCONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIREDWATER MAIN SHUT OFFS WITH THE CITY OF LAKE ELMO DURING CONSTRUCTION. ANY COSTSASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITHALL STATE OF MN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NOACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES SHEET C201 SHEET C202 SHEET C204 SHEET C203 SHEET C205 LIMITS OF CONSTRUCTION DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C200BAW 09/09/2022 JFJ 19.1001.04 EXISTING CONDITIONS & REMOVAL PLAN *CONTRACTOR TO FIELD VERIFY LOCATIONSOF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TO CONSTRUCTION* 969.94SETIP41578969.20FNDIP8612962.35FNDIP15480GENERATORLIFTSTATION958.76INVCMP84LIFTSTATIONINV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)PAVEMENT STRIPES (TYP.)APPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION 970 97097197197297314+00 15+00 16+00 17+00 18+00PC: 1 7 + 4 9 . 1 6 EX. SSWR MHIE: ±956.27 8" PVCSANITARY 18" RCP FESIE: 965.60 18" RCP FESIE: 966.85 84" CMP FESIE:958.76 15" PVCSANITARY SSWR DROP MH RIM: 968.32IE (16" SE): 959.05IE (8" NW): 954.17 IE (16" NE): 952.88 EXIST. SSWR LIFT STATION 16" DIP SANITARY 8" FORCEMAIN 84" CMP STRM SEWER 30" RCP STORMA A A A A A A A A A A A GENERATOR A OVERHEADELECTRICA RIGHT TURN LANE SPEED LIMIT 40D D PROPOSED HUDSON BLVD OFF-SITEIMPROVEMENTS;RECONSTRUCT WEST BOUND LANES ANDMILL AND OVERLAY EAST BOUND LANES; REFER TO SHEET C403 - HUDSON BLVD & EAGLE POINT BLVD TYPICAL SECTIONS & HUDSON BLVD PLANSHEETS 18" RCP FESIE: 967.93 30" RCP FES IE: 965.27 REMOVE 13 LF 30" RCP REMOVE 8 LF18" RCP F F 54" RCP STORMA G H 12" DIP WTRA B FIBER A OVERHEAD ELECTRIC A STRM MHRIM: 965.96 IE (30" NE): 960.27IE (SE): 962.48IE (W): 955.27 A STRM MHRIM: 968.75 IE (18" NE): 964.47IE (NW): 963.91IE (NW&SE): 956.43 KEYNOTE LEGEND PROTECT IN PLACE EXISTING UTILITY REMOVE EXISTING TREE (TYP.) PROTECT EXISTING TREE (TYP.) REMOVE AND SALVAGE EXISTING SIGN REMOVE AND SALVAGE EXISTING FES EXISTING POWER POLE TO REMAIN EXISTING HYDRANT TO REMAIN EXISTING GATE VALVE TO REMAIN A B C D E F G HLIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE MILL EXISTING BITUMINOUS SURFACE REMOVE BUILDING REMOVE TREE, REFERENCE L200-201 FOR TREE INVENTORY REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT NORTHEXISTING FORCEMAIN SETBACK/ BUFFER WETLAND DELINEATION EXISTING FIBER *CONTRACTOR TO FIELD VERIFY LOCATIONSOF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLEPOINT BOULDEVARD PRIOR TOCONSTRUCTION* www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 11, 2022 - 2:23pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C201BAW 09/09/2022 JFJ 19.1001.04 EXISTING CONDITIONS & REMOVAL PLAN C202 C204 983.58FNDIP15480977.57FNDIP15480973.00SETIP41578 970.57FNDIP.51233981.70 TCCB PIN No. 33-029-21-44-0007 Owner: HSRE-MN HIGH POINTE LLC Address: 8650 HUDSON BLVD N97197297397413+00 P T : 1 3 + 2 1 . 1 4 SWWD 50' WETLANDMANAGE 2 SETBACK C F SSWR MHRIM: 971.40 IE (15" SE): ±962.77IE (15" NE): ±952.77 A OVERHEADELECTRIC A H B 12" DIP WTR A 15" PVCSANITARY A OVERHEADELECTRIC A LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE MILL EXISTING BITUMINOUS SURFACE REMOVE BUILDING REMOVE TREE, REFERENCE L200-201 FOR TREE INVENTORY REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING FORCEMAIN SETBACK/ BUFFER WETLAND DELINEATION EXISTING FIBER KEYNOTE LEGEND PROTECT IN PLACE EXISTING UTILITY REMOVE EXISTING TREE (TYP.) PROTECT EXISTING TREE (TYP.) REMOVE AND SALVAGE EXISTING SIGN REMOVE AND SALVAGE EXISTING FES EXISTING POWER POLE TO REMAIN EXISTING HYDRANT TO REMAIN EXISTING GATE VALVE TO REMAIN A B C D E F G H NORTH*CONTRACTOR TO FIELD VERIFY LOCATIONSOF ALL UTILITIES WITHIN CONSTRUCTIONLIMITS FOR HUDSON BOULEVARD AND EAGLEPOINT BOULDEVARD PRIOR TOCONSTRUCTION* www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 11, 2022 - 2:23pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C202BAW 09/09/2022 JFJ 19.1001.04 EXISTING CONDITIONS & REMOVAL PLAN C201 C203 LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE MILL EXISTING BITUMINOUS SURFACE REMOVE BUILDING REMOVE TREE, REFERENCEL200-201 FOR TREE INVENTORY REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING FORCEMAIN SETBACK/ BUFFER WETLAND DELINEATION EXISTING FIBER KEYNOTE LEGEND PROTECT IN PLACE EXISTING UTILITY REMOVE EXISTING TREE (TYP.) PROTECT EXISTING TREE (TYP.) REMOVE AND SALVAGE EXISTING SIGN REMOVE AND SALVAGE EXISTING FES EXISTING POWER POLE TO REMAIN EXISTING HYDRANT TO REMAIN EXISTING GATE VALVE TO REMAIN A B C D E F G H 992.45FNDIP164561000.36SETIP41578INV.=977.74AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 36" RCP CLIII 8" SANITARY A A B H B B 12" DIP WATERMAIN A C FIBERA C NORTH*CONTRACTOR TO FIELD VERIFY LOCATIONSOF ALL UTILITIES WITHIN CONSTRUCTIONLIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TOCONSTRUCTION* www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 11, 2022 - 2:23pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C203BAW 09/09/2022 JFJ 19.1001.04 EXISTING CONDITIONS & REMOVAL PLAN C202 C204 LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE MILL EXISTING BITUMINOUS SURFACE REMOVE BUILDING REMOVE TREE, REFERENCEL200-201 FOR TREE INVENTORY REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING FORCEMAIN SETBACK/ BUFFER WETLAND DELINEATION EXISTING FIBER KEYNOTE LEGEND PROTECT IN PLACE EXISTING UTILITY REMOVE EXISTING TREE (TYP.) PROTECT EXISTING TREE (TYP.) REMOVE AND SALVAGE EXISTING SIGN REMOVE AND SALVAGE EXISTING FES EXISTING POWER POLE TO REMAIN EXISTING HYDRANT TO REMAIN EXISTING GATE VALVE TO REMAIN A B C D E F G H NORTH*CONTRACTOR TO FIELD VERIFY LOCATIONSOF ALL UTILITIES WITHIN CONSTRUCTIONLIMITS FOR HUDSON BOULEVARD AND EAGLEPOINT BOULDEVARD PRIOR TOCONSTRUCTION*968.81FNDIP16456984.21FNDIP16456982.87SETIP41578986.52SETIP41578CS983.28FNDIP16456963.64FNDIP861297297397419+0020+00STORM MHRIM: 981.80 IE (18" SE): ±977.40 A 12" DIP WATERMAIN 12" DIP WATERMAIN EXIST. 8" DIP STUB 36" RCP CLIII 36" RCP FESINV. 974.0 EXISTING WETLANDNWL: 974.0HWL: 976.3 SWWD 25' WETLAND MANAGE 2 SETBACK 18" RCP FESINV. 982.58 18" RCP FES INV. 976.13 18" RCP FESINV. 974.19 18" RCP FESINV. 972.58 A A A A A A A A A CENTERLINE OFEXISTING CREEK 25' SHORELANDIMPACT ZONE SHORELAND BUILDING SETBACK ORDINARY HIGH WATER LEVEL AS DELINEATED 11/2019 F 8" PVCSANITARYA 12" DIPWATERMAIN A H H H FIBERA GAS A GASA ELECTRICAPROPOSED HUDSON BLVD OFF-SITE IMPROVEMENTS;RECONSTRUCT WEST BOUND LANES ANDMILL AND OVERLAY EAST BOUND LANES; REFER TO SHEET C403 - HUDSON BLVD & EAGLE POINT BLVD TYPICAL SECTIONS & HUDSON BLVD PLANSHEETS B C www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 11, 2022 - 2:23pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C204BAW 09/09/2022 JFJ 19.1001.04 EXISTING CONDITIONS & REMOVAL PLAN C205 C201 C203 LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE MILL EXISTING BITUMINOUS SURFACE REMOVE BUILDING REMOVE TREE, REFERENCEL200-201 FOR TREE INVENTORY REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT EXISTING FORCEMAIN SETBACK/ BUFFER WETLAND DELINEATION EXISTING FIBER 976.20FNDIP16456979.83FNDIP16456SIG N A G EPAVEMENT STRIPES (TYP.)APPROXIMATELOCATION975974976977978 979 21+0022+0023+0024+00STORM MH RIM: 981.80IE (18" SE): ±977.40 A 12" DIP WATERMAIN 18" RCP FESINV. 972.92 A A 12" DIP WATERMAIN A 15" RCP STORM A 15" RCP STORM A 8" PVC SANITARYA G STORM MHRIM: 978.72 IE (18" SE): ±974.24 A H 12" DIP WTRA OVERHEAD ELECTRIC A GASA 8" FORCEMAINA FIBERA PROPOSED HUDSON BLVD OFF-SITEIMPROVEMENTS;RECONSTRUCT WEST BOUND LANES AND MILLAND OVERLAY EAST BOUND LANES; REFER TO SHEET C403 - HUDSON BLVD & EAGLE POINT BLVD TYPICAL SECTIONS & HUDSON BLVD PLANSHEETS KEYNOTE LEGEND PROTECT IN PLACE EXISTING UTILITY REMOVE EXISTING TREE (TYP.) PROTECT EXISTING TREE (TYP.) REMOVE AND SALVAGE EXISTING SIGN REMOVE AND SALVAGE EXISTING FES EXISTING POWER POLE TO REMAIN EXISTING HYDRANT TO REMAIN EXISTING GATE VALVE TO REMAIN A B C D E F G H NORTH*CONTRACTOR TO FIELD VERIFY LOCATIONSOF ALL UTILITIES WITHIN CONSTRUCTIONLIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TOCONSTRUCTION* www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 11, 2022 - 2:23pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C205BAW 09/09/2022 JFJ 19.1001.04 EXISTING CONDITIONS & REMOVAL PLAN C204 SIG N A G E EXI S T I N G BUI L D I N GEDGE OF WATEREDG E O F W A T ERCENTERLINE CREEKBRIDGEABUTTMENTINV.=977.7422.5456(WATER ELEV. = 978.2 AS OF 7/11/19)1233981.70TCCB 958.76INVCMP84INV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)PAVEMENT STRIPES (TYP.)DASHED PAVEMENT STRIPEPAVEMENT STRIPES (TYP.)APPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . SIG N A G E EXI S T I N G BUI L D I N GEDGE OF WATEREDG E O F W A T ERCENTERLINE CREEKBRIDGEABUTTMENTINV.=977.7422.5456(WATER ELEV. = 978.2 AS OF 7/11/19)1233981.70TCCB 958.76INVCMP84INV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)PAVEMENT STRIPES (TYP.)DASHED PAVEMENT STRIPEPAVEMENT STRIPES (TYP.)APPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y .25.0 ' 6.9 5 %2.85%3.53%19.13%21.38%25.87% 3 2 . 4 8% 1 2 . 6 8% 1 3 . 4 0%12.8 9% 3 2 . 3 6% 2 6 . 0 6 %10.67% 4.45 %20.65%2 4 . 5 8% 5.97 % 2.11% 2 3 . 6 9% 24. 5 7 % 15. 8 1 % 2 9 .35% 4.55 %13.00%9.0 6 % 5.82 %4.17% 6.73 %1.40%10.96% 5.20%4.93% 2.5 8 % 13.94%36.40%13 . 7 7 % 9. 2 0 %3.32%12.84%5.00%31.03%34.26% 32.45 % 8.87% 7.28% 23. 0 8 % 23 . 5 4 %5.80%11 . 0 0 % 11.85 %8.15%1 5 . 6 7% 6.8 1 % DRAINAGE AREA 1 (1.91 AC) DRAINAGE AREA 2 (2.33 AC) DRAINAGE AREA 3 (1.46 AC)12+0013+0014+00 15+0016+00 17+0018+0019+0020+0021+0022+00BP: 1 0 + 0 0 . 0 0 PT : 1 3 + 2 1 . 1 4 PC: 1 7 + 4 9 . 1 6 EXISTING WETLAND #1 TEMPORARY SEDIMENT TRAP #1 TOTAL VOLUME: 6,876 CF DEPTH: 2' TEMPORARY SEDIMENT TRAP #2 TOTAL VOLUME: 8,388 CF DEPTH: 3' TEMPORARY SEDIMENT TRAP #3 TOTAL VOLUME: 5,256 CF DEPTH: 2' CENTERLINE OFEXISTING CREEK 25' SHORELAND IMPACT ZONE SHORELANDBUILDING SETBACK ORDINARY HIGH WATERLEVEL AS DELINEATED 11/2019 EXISTING WETLAND #2INCIDENTAL WETLANDNWL: 974.0HWL: 976.3 SWWD 25' WETLAND MANAGE 2 SETBACK SWWD 50' WETLANDMANAGE 2 SETBACK SITE OUTFALL:84" CMPWHICH DIRECTS STORMWATERULTIMATELY TO WILMES LAKEAPPROXIMATELY 0.7 MILES SOUTH www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg September 11, 2022 - 2:24pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS.2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUTPIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA.4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING.ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION,DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKE ELMO GRADING PERMIT. SEQUENCE OF CONSTRUCTION: THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER ANDSITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTINGINSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. SWPPP UPDATES AND AMENDMENTS ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND DRAINAGE DELINEATION DIVERSION DITCH TEMPORARY SEDIMENT TRAP DELINEATED WETLAND 49B SOIL TYPE - ANTIGO SILT LOAM, 2% - 6% 120 SOIL TYPE - BRILL SILT LOAM 264 SOIL TYPE - FREEON SILT LOAM, 2% - 6% 367B SOIL TYPE - CRYSTAL LAKE SILT LOAM, 1% - 6% 454C SOIL TYPE - MAHTOMEDI LOAMY SAND, 6% - 12% 49B 120 120 367B 264 49B 454C SOIL BOUNDARY NORTHRECEIVING BODY OF WATER: THE SITEDISCHARGES TO ADJACENT UNNAMED CREEKON-SITE AND OUTLETS THROUGH A 84" CMP BELOW HUDSON BLVD. RUNOFF IS THEN DIRECTED TO THE IMPAIRED WILMES LAKE LOCATED APPROXIMATELY 0.7 MILES SOUTH. PHASE 1 BMP QUANTITIES SILT FENCE ±5,800 LF ROCK CONSTRUCTION ENTRANCE 1 EA INLET PROTECTION ±10 EA BIO-ROLL DAM ±10 EA DIVERSION DITCH ±1,100 LF TEMPORARY SEDIMENTATION BASIN 3 EA KEYNOTE LEGEND INLET PROTECTION, TYP. BIOROLL, TYP. DOUBLE ROW OF SILT FENCEPLACED 5 FEET APART CONSTRUCTION ENTRANCE, TYP. EROSION CONTROL BLANKET;PROVIDE WITHIN DITCH SECTIONS AND ON SLOPES 1:4 OR GREATER RIP RAP SWPPP SIGN A B C D E F G D A A A C C C B B B DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C300BAW 09/09/2022 JFJ 19.1001.04 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 G C C C C C C C C C C C LIMITS OF DISTURBANCE SUMMARY TOTAL DISTURBED AREA 10.52 AC HUDSON BLVD IMPROVEMENTS 1.85 AC EXISTING IMPERVIOUS AREA 0.95 AC EXISTING PERVIOUS AREA 0.90 AC PROPOSED IMPERVIOUS AREA 1.13 AC PROPOSED PERVIOUS AREA 0.72 AC ON-SITE IMPROVEMENTS 8.67 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 8.67 AC PROPOSED IMPERVIOUS AREA 3.62 AC PROPOSED PERVIOUS AREA 5.05 AC 992.45FNDIP164561000.36SETIP41578983.58FNDIP15480977.57FNDIP15480973 .0 0SET IP 415 78 970.57FNDIP.5969.94SETIP41578969.20FNDIP8612968.81FNDIP16456976.20FNDIP16456979.83FNDIP16456984.21FNDIP16456982.87SETIP41578986.52SETIP41578SIG N A G E 983.28FNDIP16456963.64FNDIP8612962.35FNDIP15480EXI S T I N G BUI L D I N GGENERATOREDGE OF WATEREDG E O F W A T ERCENTERLINE CREEKBRIDGEABUTTMENTLIFTSTATION(WATER ELEV. = 978.2 AS OF 7/11/19)958.76INVCMP84LIFTSTATIONDASHED PAVEMENT STRIPEAPPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 0,0 SENIOR HOUSING BUILDING LEVEL 1: 995.06LEVEL B: VARIES DDD970970968 972972974974976978 970970 980 98098 0 990990 990964964966966968968 972972 974974 976 976 978 978 982982 982 984984 984 986986986 988 988 988988 9889929929 9 4 994996 99 6 998998 9809 8 0 1000976 9769789789 8 2 98298498498699 2 994 9969981002970980972974974974976978970 962 964 966 968 970980 980964 966 968 972 974 976 978 982982 984 984 986 986 988 988 970970 970980966 966968 968 968 972 974 978982984986 986988 9889709709 9 0990 972972974976978982 984 986 988 992 992990986988992992994994990 990988 988 992 992994 994996 998 984984 984 986 988 990 9909869 8 8 990 990 986 988 992 992 994 994 994994 980 980980 980980980980 980980 990982982 982 982982 982 982982 982 98 4 984 984984984 984 984 984984 984 986986 986986986 988988 988 99299299 4 99498898 6 99 0 984 984986986 986986986 986986 98698 6 986 986 98 8 988 988 99299 2 990986988 992 970 980 966 968 972 974976978982 984 990988 99 2 10.05%8.20%6. 2 4 %7.45%11. 4 2 %1.55%1.31%3:13:1 9.14%6.2 1 % 4.3 6 %1.87% 2. 0 9%1.52% 5.60% 1 4 . 9 7% 4. 0 6 %4.11%3.99%14.69% 7.2 5 %7.32%1.81%3.61%3. 5 6% 1.60% 2.95 %1.57%1. 8 8 %1.69%1.64%1.77% 1.82 %3:13:1 4:161:1 46:13:18 : 1 6: 1 6:17:1 2 2 : 1 23:1 7:112:14:14: 1 4:1 4:1 4: 1 9.41%3:14:1 4: 1 4:1 4: 1 8:15:1 3:1 3:1 3: 1 3 : 1 3 : 1 4:1 3:1 8:1DD???D D C C C C C F F F F E E E E F 4:15:1D965 9 7 0 970 970 970 970 975975975 985962963964 966967968969 969969 971 971971972972 973973 974 976 977 978 979979979 981 982 983 984 986 987 988 2.43% 2.49% 3.92% 2.7 2 % 2.6 5 % 1. 3 5% 2.00% 1 . 8 0%7.38%3.45%2.97%12+0013+0014+00 15+0016+00 17+0018+0019+0020+0021+0022+00BP: 1 0 + 0 0 . 0 0 PT : 1 3 + 2 1 . 1 4 PC: 1 7 + 4 9 . 1 6 EXISTING WETLAND #2INCIDENTAL WETLANDNWL: 974.0HWL: 976.3 SWWD 25' WETLAND MANAGE 2 SETBACK SWWD 50' WETLANDMANAGE 2 SETBACK CENTERLINE OF EXISTING CREEK 25' SHORELAND IMPACT ZONE SHORELAND BUILDING SETBACK ORDINARY HIGH WATERLEVEL AS DELINEATED 11/2019 SITE OUTFALLEXISTING WETLAND #1 SITE OUTFALL:84" CMPWHICH DIRECTS STORMWATERULTIMATELY TO WILMES LAKEAPPROXIMATELY 0.7 MILES SOUTH BMP #2UNDERGROUNDFILTRATION SYSTEM CONTRACTOR TO ENSURE BASINSTAYS OFFLINE UNTIL NATIVE PLANTINGS AND GROUND COVER BECOME ESTABLISHED PRETREATMENT FOREBAY BMP #1SURFACE FILTRATIONBASIN 5:1 www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg September 11, 2022 - 2:25pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET NORTHEROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FORMATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED INACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDINGTHE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTOEXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11. EROSION AND SEDIMENT CONTROL PRACTICES SHOWN ON THE PLAN ARE THEMINIMUM REQUIRED. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. 12. CONTRACTOR SHALL KEEP STORMWATER SYSTEMS OFFLINE AND PROTECTED FROM CONSTRUCTION ACTIVITY AND CLOGGING BY SEDIMENT UNTIL ALLCONTRIBUTING AREAS ARE PERMANENTLY RESTORED. SEQUENCE OF CONSTRUCTION: RECEIVING BODY OF WATER: THE SITEDISCHARGES TO ADJACENT UNNAMED CREEK ON-SITE AND OUTLETS THROUGH A 84" CMP BELOW HUDSON BLVD. RUNOFF IS THEN DIRECTED TO THE IMPAIRED WILMES LAKE LOCATED APPROXIMATELY 0.7 MILES SOUTH. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTIONACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARYOR PERMANENT STABILIZATION. SWPPP UPDATES AND AMENDMENTS SOIL TYPE - ANTIGO SILT LOAM, 2% - 6% SOIL TYPE - BRILL SILT LOAM SOIL TYPE - FREEON SILT LOAM, 2% - 6% SOIL TYPE - CRYSTAL LAKE SILT LOAM, 1% - 6% SOIL TYPE - MAHTOMEDI LOAMY SAND, 6% - 12% PHASE 2 BMP QUANTITIES SILT FENCE ±5,250 LF ROCK CONSTRUCTION ENTRANCE 1 EA INLET PROTECTION 45 EA EROSION CONTROLBLANKET ±10,000 SY SOIL BOUNDARY 49B 120 264 367B 454C 120 120 367B 264 49B 454C 49B RIP RAP KEYNOTE LEGEND NOT USED BIOROLL, TYP. DOUBLE ROW OF SILT FENCEPLACED 5 FEET APART CONSTRUCTION ENTRANCE, TYP. EROSION CONTROL BLANKET;PROVIDE WITHIN DITCH SECTIONS AND ON SLOPES 1:4 OR GREATER RIP RAP A B C D E F DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C301BAW 09/09/2022 JFJ 19.1001.04 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THATWILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY NPDES AND/ORCITY OF LAKE ELMO GRADING PERMIT. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM,CURBS AND GUTTERS.3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED.4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TOFINAL GRADE. 5. PREPARE SITE FOR PAVING.6. PAVE SITE AND INSTALL STRIPING.7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVERALL AREAS.9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN:10. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROLDEVICES 11. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. LIMITS OF DISTURBANCE SUMMARY TOTAL DISTURBED AREA 10.52 AC HUDSON BLVD IMPROVEMENTS 1.85 AC EXISTING IMPERVIOUS AREA 0.95 AC EXISTING PERVIOUS AREA 0.90 AC PROPOSED IMPERVIOUS AREA 1.13 AC PROPOSED PERVIOUS AREA 0.72 AC ON-SITE IMPROVEMENTS 8.67 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 8.67 AC PROPOSED IMPERVIOUS AREA 3.62 AC PROPOSED PERVIOUS AREA 5.05 AC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S I G N A G E LIFTSTATIONLIFTSTATIONDD D NORTHDATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C302BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD EROSION AND SEDIMENT CONTROL PLAN www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-HUDSON BLVD EROS.dwg September 11, 2022 - 2:26pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES ROCK ENTRANCE INLET PROTECTION SILT FENCE SITE LIMITS (SEE SITE PLANS FOR DETAILS) SAFETY FENCE SF BIOROLL LEGEND EROSION CONTROL BLANKET PROPERTY LINE CULVERT END CONTROLS SEEDING - HYDROSEED METHOD WITH 6" TOPSOIL BORROWSEED MIX - MnDOT NO. 25-141 @ 59 LBS/ACRE FERTILIZER - MnDOT TYPE 3 @ 350 LBS/ACREROLLED EROSION PREVENTION CATEGORY 20WEED SPRAYING (WEED SPRAYING MIXTURE) EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BESTABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THECONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THECONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS ASNECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATERFROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER,PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUELAND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES INLOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS AND CATCH BASINS.2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUTPIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA.4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS.5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS.6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES.7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKE ELMO GRADING PERMIT. SEQUENCE OF CONSTRUCTION: THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIESOCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTINGINSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. SWPPP UPDATES AND AMENDMENTS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C2-SWPPP NOTES.dwg September 11, 2022 - 2:26pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES A.PROJECT OFFICE WALL SWPPP POSTINGS:THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALLINSIDE THE PROJECT OFFICE: 1) SWPPP SITE MAPS (ALL PHASES); 2) SWPPP DETAIL SHEETS; 3) MAP SHOWINGLOCATION OF OFFSITE IMPORT OR EXPORT FACILITY; 4) REVISIONS TO DETAILS, SITE MAPS, ORSWPPP-RELATED RFIS; 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER STORMWATERCOMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFICER(S); AND 8)CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THEAPPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION. B. PERMITTED PROJECT AREA:FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' ISDEFINED AS ANY AND ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THESWPPP SITE MAPS AND IDENTIFIED IN THE NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING AND CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, DUMPSTERS, PARKING AREAS, PROJECTOFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA LIMITS OFDISTURBANCE. ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BYTHE GC OR A SUBCONTRACTOR OF THE GC (BORROW SOURCES, DISPOSAL AREAS, ETC.) MUST BE MANAGEDIN ACCORDANCE WITH THE NPDES PERMIT. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERSAND MATERIAL STORAGE AREAS FOR THE PROJECT WITHIN THE LIMITS OF DISTURBANCE. THECONTRACTOR MAY REQUEST USE OF OFF-SITE LOCATIONS FOR OFFICE TRAILERS OR NON-ERODIBLEMATERIAL STORAGE; HOWEVER, APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER,AND THE ENGINEER PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CASE BY CASE BASIS AND IFAPPROVED, LIMITATIONS ON USE WILL BE PROVIDED BY THE ENGINEER. C. SPECIAL PROJECT AREAS:THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRINGINSPECTION AND MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. D.1 NON-STORMWATER DISCHARGES:THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIESPROHIBITS MOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLENON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT, ARE INCLUDEDIN THE SECTION PART IV.D. OF THE GENERAL PERMIT. BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLEDISCHARGES FOR THE DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ONPROVIDING CONTROL OF POLLUTANT DISCHARGES WITH PRACTICAL APPROACHES THAT UTILIZE READILYAVAILABLE EXPERTISE, MATERIAL, AND EQUIPMENT. NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER.ALL NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TODISCHARGE. WATER USED FOR CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATEFROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT.WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUSTNOT DISCHARGE FROM THE SITE; IT CAN BE RETAINED IN RETENTION PONDS UNTIL IT INFILTRATES OREVAPORATES. WHEN NON-STORMWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNERSUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE. D.2 POWER WASHING:PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT, AMONG OTHERS,MUST BE COLLECTED FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORMDRAIN SYSTEM OR DISCHARGED OFF-SITE. D. DISCHARGE POINTS:ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATIONCONTROL MEASURES ARE EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/ORIMPACTS TO RECEIVING WATERS. SEDIMENT ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONSSHALL BE REPORTED AS A SEDIMENT DISCHARGE AND THE POTENTIAL UPSTREAM CAUSE SHALL BEINVESTIGATED TO PREVENT FUTURE OCCURRENCE. CONTACT THE CM AND CEC TO DETERMINEAPPROPRIATE ACTION FOR CLEANUP OF DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE LIMITS OFDISTURBANCE. SEE SAMPLING AND MONITORING OF EFFLUENT PLAN (IF APPLICABLE). A. SUBCONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORMWATER POLLUTION PREVENTION PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BEIMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALLPHASES OF CONSTRUCTION. B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCALREQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENTADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITYIMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. D. SUBCONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPPIMPLEMENTATION SEQUENCE, OR AS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NOUNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. E. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE, MUST BE STABILIZEDIMMEDIATELY UPON COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OFFAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED WITHIN 7 DAYS. F. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPEDSHALL BE PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED,SODDED, AND/OR VEGETATED IMMEDIATELY, AND COMPLETED NO LATER THAN 7 DAYS AFTER THE LASTCONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/ORLANDSCAPE PLAN. G. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFFVELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PERREQUIREMENTS IN THESE E&S CONTROL NOTES. H. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TOPREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE. I. ALL MEASURES STATED ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR ACOMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THECONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIREDIN ACCORDANCE WITH THE SITE PLANS. J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSOPROVIDE STORM WATER MANAGEMENT AFTER CONSTRUCTION, ARE INCLUDED IN THE CONTRACTDOCUMENTS. THE SITE-SPECIFIC POST CONSTRUCTION STORM WATER OPERATION AND MAINTENANCE(O&M) MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. K. ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED ANDFREE OF ACCUMULATED SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THECONSTRUCTION SITE SHALL BE HANDLED PROPERLY TO REDUCE THE POTENTIAL FORSTORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL BEPROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLELABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED ANDHANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO29 CFR 1926.152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FORSTORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANYAND ALL APPLICABLE MATERIALS. HOWEVER, MSDS MAY ALSO BE ACCESSED VIATELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THESUBCONTRACTOR TO CONTAIN AND REMOVE THE SPILLED MATERIAL. THE SPILL SHALL BEREPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIREDUNDER THE PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERINGWATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED. ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETEWASTE, SHALL BE DISPOSED OF BY THE SUBCONTRACTOR IN THE MANNER SPECIFIED BYFEDERAL, STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCHPRODUCTS. THE SUBCONTRACTOR SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATEDCLEAN-UP ACTIVITIES OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF 1GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPILL. THESUBCONTRACTOR SHALL PROVIDE NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENTREPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL. SPILL REPORT FORMS AREAVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPIES OFSPILL CRITICAL INCIDENT REPORTS SHALL BE PRINTED AND MAINTAINED IN THE JOBSITEBINDER. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OFREPORTABLE QUANTITIES AS DEFINED BY EPA OR THE STATE OR LOCAL AGENCYREGULATIONS, SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSECENTER (1-800-424-8802) AND THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES(1-800-943-0003) THE STATE REQUIRES REPORTING WHEN: ·THERE IS AN IMPACT TO HUMAN HEALTH ·THERE IS AN IMPACT TO THE ENVIRONMENT ·THERE IS A FIRE, EXPLOSION, OR SAFETY HAZARD ·A SPILL IS NOT IMMEDIATELY CLEANED UP ·THE SPILL WAS MORE THAN THE REPORTABLE QUANTITY OF 1 GALLON OF APETROLEUM PRODUCT THE REPORT SHOULD BE FILED WITH THE STATE OF MINNESOTA. ALL REPORTS SHOULDBE FILED WITHIN 24 HOURS OF A SPILL OCCURRING. THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 ANDTHE US EPA WEBSITE: HTTP://WWW.EPA.GOV/SUPERFUND/POLICY/RELEASE/RG TO MINIMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUSMATERIALS TO COME IN CONTACT WITH STORMWATER, THE FOLLOWING STEPS SHALL BEIMPLEMENTED: 1) ALL MATERIALS WITH HAZARDOUS PROPERTIES, SUCH AS PESTICIDES, PETROLEUMPRODUCTS, FERTILIZERS, SOAPS, DETERGENTS, CONSTRUCTION CHEMICALS, ACIDS,BASES, PAINTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CONCRETE,CURING COMPOUNDS AND ADDITIVES, ETC., SHALL BE STORED IN A SECURE LOCATION,UNDER COVER AND IN APPROPRIATE, TIGHTLY SEALED CONTAINERS WHEN NOT IN USE. 2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THEJOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO TIME OF USE AS PRACTICAL. 3) A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENTMATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT,BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASHCONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND ITSLOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGE AND SHOWN ON SITE MAPS.a. THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENTQUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGESTANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATEDQUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME.b. CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. 4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITHTHE ORIGINAL PRODUCT LABEL. CONTAINERS MUST BE STORED IN A MANNER TOPROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. 5) ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON THEPRODUCT LABEL. 6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITHINSTRUCTIONS ON THE PRODUCT LABEL AND REGULATIONS. GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES HAZARDOUS MATERIAL MANAGEMENT & SPILL REPORTING NORTH VICINITY N.T.S. SITE EAGLE POINT RD HUDSON BLVD DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C303BAW 09/09/2022 JFJ 19.1001.04 SWPPP NOTES GENERATOREDGE OF WATEREDG E O F W A T ERCENTERLINE CREEKBRIDGEABUTTMENT(WATER ELEV. = 978.2 AS OF 7/11/19)DASHED PAVEMENT STRIPEAPPROXIMATELOCATIONPIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 0,0 NOPARKING NOPARKINGSENIOR HOUSING BUILDING LEVEL 1: 995.06LEVEL B: VARIES D D EEB B C F G G N H L L O O P P P P P Q M M M M M M M M MZ Z C E E AA BB O BB I AA F L K E AA AA STEP(S), SEESHEET C500 A E E EMAIN ENTRANCE PROPOSED REDIROCK (ORAPPROVED EQUAL) RETAININGWALL WITH GUARDRAIL; SEE SHEET C500 AND C706 CENTE R LI N E O F EXISTI N G C R E E K EDGE OF EXISTINGWETLAND EDGE OF EXISTINGWETLAND SSWD 50'WETLAND BUFFER PROPOSED PLAZA PROPOSED STORMWATERMANAGEMENT AREA PROPOSED STORMWATER MANAGEMENT AREA PROPOSED 30' DRAINAGE & UTILITY EASEMENT CONTRACTOR TO SEE SHEETS C402-C416 FORHUDSON BLVD IMPROVEMENTS. 25' SH O R EL A N D I M P A C T ZONE SHOR E L A N D B UI L DI N G SETBA C K SWWD 25' WETLAND MANAGE 2 SETBACK SWWD 50' WETLANDMANAGE 2 SETBACK EXISTING WETLAND PROPOSED DRAINAGE& UTILITY EASEMENT PROPOSED MODULAR BLOCKRETAINING WALL W/ FENCE;SEE SHEET C500 AND C706 PROPOSED ROWDEDICATION PROPOSED RETAINING WALL;SEE SHEET C504, C505 AND C706. EXISTING LIFTSTATION PROPOSED 10' DRAINAGE &UTILITY EASEMENT SEE SHEET C403 - HUDSON BLVD &EAGLE POINT BLVD TYPICAL SECTIONS SEE SHEET C403 -HUDSON BLVD & EAGLE POINT BLVDTYPICAL SECTIONS PROPOSED FLAGPOLE, BY OTHERS PROPOSED 10' DRAINAGE& UTILITY EASEMENT PROPOSED 10' DRAINAGE & UTILITY EASEMENT ORDIN A R Y HI G H W A T E R LEVEL A S D E LI N E A T E D 11/2 0 1 9 PROPOSED FIRE PIT (OWNER TOCONFIRM TYP; COORD. WITH MEP PLANS) PROPOSED MODULAR BLOCK RETAININGWALL W/ FENCE; SEE SHEET C500 AND C706 PROPOSED 1-1.5'RETAINING WALL; SEESHEET C500 AND C706 3 3 3 3 3 3 1 33 3 33 3 PROPOSED 5' DRAINAGE& UTILITY EASEMENT PROPOSED 10' DRAINAGE & UTILITY EASEMENT CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS. CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS.12+0013+0014+00 15+0016+00 17+00 18+0019+0020+0021+0022+00R21.0'26.0'PREPARE SITE FOR GAZEBO(SEE ARCH PLANS) PROPOSEDCOMMUNITY GARDEN AREA TEMPORARY FIRELANE ACCESS PONDMAINTENANCE ACCESS INFILTRATION BASIN 26.0'26.0'26.0'26.0'26.0'G E 3 F O O P P P P J J O O O O O O P P 3 2 E P P P ADA ROUTEADA ROUTE8.0' 8.0'9.0'26.0'50.0'50. 0 '24.0 ' 8 1 . 7 '26.0'6.0'18.0'9.0' 1 0 0 . 0 ' 5 0 . 0 ' 100 . 0 ' 50. 0 '10.0'6.6' 6.5'23.5'26.0'18.0'9.0'9.0'5.0'26.0'26.0' 18 . 0 ' 26 . 0 ' 2 2 . 0 ' 10.0'10.0 '18.0'26.0'18.0'18.0'9.0' 18.0'14.7'9.0'18.0'24.0'ADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTE ADA ROUTE ADA ROUTE ADA ROUTE ADA ROUTEADA ROUTE ADA ROUTE A D A R O U T E A D A R O U T E ADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTEADA ROUTE3 G 6.0'3 PROPOSED 30' DRAINAGE &UTILITY EASEMENT PROPOSED 30'DRAINAGE &UTILITY EASEMENT 20 .0 ' 1 8 . 0 ' 2 0 . 0 '9.0'9.0'60.0 ° ' UNDERGROUND PARKING EXTENTS(SEE ARCH PLAN) 16. 1 '20.9'NORTHING: 175419.95 EASTING: 475566.48 NORTHING: 175178.02 EASTING: 475629.18 NORTHING: 175151.03EASTING: 475568.49 NORTHING: 175049.79EASTING: 475630.49 NORTHING: 175050.63 EASTING: 475568.49 NORTHING: 175348.03EASTING: 475494.12 PROPOSED MODULAR BLOCK RETAINING WALL W/ FENCE; SEE SHEET C500 AND C706 3 11 9 10 17 25 9 2 2 H 18.0'18.0'60.0°'5. 0 ' C C C C C C C C C P G G PROPOSED MODULAR BLOCK RETAINING WALL W/ FENCE;SEE SHEET C500 AND C706 FIRE LANE SIGNAGE SIGN TYPE A (SEE SHEET C702) SIGN TYPE C (SEE SHEET C702) SIGN TYPE D (SEE SHEET C702) 1 2 3 FIRE LANE SIGNAGE SHALL COMPY WITH INTERNATIONALFIRE CODE. SIGNAGE SHALL HAVE RED LETTERS ON WHITE REFLECTIVE BACKGROUND. DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED CONCRETE SIDEWALK LEGEND www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg September 11, 2022 - 2:27pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHPROPOSED STANDARD DUTY ASPHALT KEYNOTE LEGEND PROPOSED (7'X10') PLANTER BOXES WITH 5' CLEAR SPACEBETWEEN MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER B612 CURB & GUTTER (TYP.) B624 CURB AND GUTTER FLAT CURB MOUNTABLE CURB ACCESSIBLE PEDESTRIAN CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. FIRE DEPARTMENT CONNECTION; REFER TO MEP PLANS SITE SIGNAGE - SEE ARCH PLANS LANDSCAPE AREA - SEE LANDSCAPE PLANS COMMERCIAL DRIVEWAY APRON PROPOSED DECK, SEE ARCH PLANS PROPOSED PATIO, SEE SHEET C500 AND ARCH PLANS; PATIO GRADESSHALL NOT EXCEED 2% IN ANY DIRECTION PROPOSED PLANTER, SEE LANDSCAPE PLANS NOT USED NOT USED NOT USED NOT USED NOT USED PROPOSED PAVEMENT MARKING PROPOSED TRANSFORMER; REFER TO MEP PROPOSED GENERATOR; REFER TO MEP PROPOSED CONDENSER; REFER TO MEP PROPOSED PEDESTRIAN CROSS WALK 'DO NOT ENTER/ FIRE ACCESS ONLY' SIGNAGE 'RESERVED NO PARKING' SIGNAGE A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC PROPOSED HEAVY DUTY ASPHALT PROPOSED MILL AND OVERLAY PROPOSED BITUMINOUS TRAIL PROPOSED LIGHTED BOLLARD; REFER TO MEP PLANS PROPOSED LIGHT POLE; REFER TO MEP PLANS C400BAW 09/09/2022 JFJ 19.1001.04 SITE PLAN PROPOSED ROCK MULCH PROPOSED STAMPED CONCRETE *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TO CONSTRUCTION* PROPOSED HEAVY DUTY CONCRETE PROPOSED STORMWATER MANAGEMENT AREA ADA ROUTE SETBACK LINE MAINTENANCE ACCESS PATH NOT WITHIN 100-YEAR HWL12" CLASS V (MNDOT SPECIFICATION TABLE 3138-5) OVER TENSAR BX1200 BIAXIAL GRID, OR APPROVED EQUIVALENT MAINTENANCE ACCESS PATH WITHIN 100-YEAR HWL 12" CLEAN CRUSHED ROCK (34" - 1 14" GRADATION) OVER TENSARBX1200 BIAXIAL GRID, OR APPROVED EQUIVALENT BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 508,702 SF (11.68 AC) BUILDING AREA 53,900 SF (10.60% OF TOTALPROPERTY AREA) PARKING PROPOSED PARKING 234 SPACES @ 1.6 SPACE PERDWELLING (146 DWELLINGS) PROPOSED SURFACE PARKING 88 SPACES PROPOSED GARAGE PARKING 146 SPACES; SEE ARCH PLANS ADA SURFACE STALLS REQ'D / PROVIDED 4 SPACES / 4 SPACES PROPERTY SUMMARY AMIRA LAKE ELMO TOTAL EXISTING PROPERTY AREA 508,702 SF (11.68 AC) PROPOSED RIGHT OF WAY DEDICATION 2,800 SF (0.07 AC) TOTAL PROPOSED PROPERTY AREA 505,902 SF (11.61 AC) TOTAL OPEN SPACE AREA 283,307 SF (6.50 AC) PUBLIC TRAILS AREA 12,252 SF (0.28 AC) EXISTING IMPERVIOUS AREA 0 SF (0.00 AC); [0.00%] EXISTING PERVIOUS AREA 505,902 SF (11.61 AC); [100.00%] PROPOSED IMPERVIOUS AREA 157,880 SF (3.62 AC); [31.00%] PROPOSED PERVIOUS AREA 350,822 SF (8.06 AC); [69.00%] ZONING SUMMARY EXISTING ZONING BP-PUD PARKING SETBACKS SIDE/REAR = 0' ROAD = 0' BUILDING SETBACKS FRONT = 20'SIDE = 20'REAR = 0' LIMITS OF DISTURBANCE SUMMARY TOTAL DISTURBED AREA 10.52 AC HUDSON BLVD IMPROVEMENTS 2.34 AC EXISTING IMPERVIOUS AREA 1.13 AC EXISTING PERVIOUS AREA 1.21 AC PROPOSED IMPERVIOUS AREA 1.23 AC PROPOSED PERVIOUS AREA 1.11 AC ON-SITE IMPROVEMENTS 8.67 AC EXISTING IMPERVIOUS AREA 0.00 AC EXISTING PERVIOUS AREA 8.67 AC PROPOSED IMPERVIOUS AREA 3.62 AC PROPOSED PERVIOUS AREA 5.05 AC PROPOSED STANDARD DUTY ASPHALT - PER CITY STANDARDS CSSIG N A G E GENERATORLIFTSTATION958.76INVCMP84LIFTSTATIONAPPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 0,0 NOPARKING NOPARKINGSENIOR HOUSING BUILDING LEVEL 1: 995.06LEVEL B: VARIES SENIOR HOUSINGBUILDING LEVEL 1: 995.0LEVEL B: 985.25 6.0 '8.0 '26.0'26.0'26.0'8.0 ' PROPOSEDFIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING FIREHYDRANT FIRE ACCESS FIRE ACCESS PROPOSED FIREDEPARTMENTCONNECTION 300' HYDRANTCOVERAGE, TYP.26.0'26.0'18.0'26.0'26 . 0 ' Lock to Lock TimeTrackWidth :: : feet LADDER - 1 6.08.338.33 22.4210.29 47.00 Steering Angle 33.0: www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-FIRE ACCESS PLAN.dwg September 11, 2022 - 2:28pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHTHE VEHICLE MANEUVERINGS IDENTIFIED ON THIS PLAN WERE PREPARED USING AUTOTURN SOFTWARE AND DOES NOT NECESSARILY REPRESENT ACTUAL CONDITIONS NOR DOESIT ACCOUNT FOR EXTERNALFACTORS. THIS ANALYSIS SHOULD NOT BE USED AS THE SOLE BASIS FOR THE CLIENT'S DECISION MAKING FIRE TRUCK - LADDER 1 LEGEND PROPERTY LINE PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED REDUCER EXISTING FIRE HYDRANT 300' RADIUS COVERAGE PROPOSED FIRE HYDRANT 300' RADIUS COVERAGE DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C401BAW 09/09/2022 JFJ 19.1001.04 FIRE ACCESS PLAN www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-HUDSON BLVD CONSTRUCTION NOTES.dwg September 11, 2022 - 2:29pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C402BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD CONSTRUCTION NOTES www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg September 11, 2022 - 2:29pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C403BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD & EAGLE POINT BLVD TYPICAL SECTIONS HUDSON BLVD HUDSO N B L V D DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C404BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD SUPERELEVATION PLANS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-SUPERELEVATION PLANS.dwg September 11, 2022 - 2:30pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHSUPERELEVATION TRANSITION LEGEND PAVEMENT SLOPE DIRECTION NOTES 1. PAVEMENT CROSS SLOPES SHOWN IN FT/FT. 2. CONSTRUCT PAVEMENT CROSS SLOPES PER TYPICAL SECTIONS EXCEPT AS MODIFIED ON THESE PLANS NORTHDATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C405BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD ALIGNMENT PLAN AND TABULATION www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-HUDSON BLVD ALIGNMENT PLANS.dwg September 11, 2022 - 2:30pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES HUDSON BLVD 16.0'24.0'14.4'16.0'24.0'www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-STREET AND STORM-PPF.dwg September 12, 2022 - 9:19am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C406BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD STREET AND STORM SEWER PLAN & PROFILE *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TO CONSTRUCTION* 16.0'18.5'16.0'18.5'HUDSON BLVD www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-STREET AND STORM-PPF.dwg September 12, 2022 - 8:53am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C407BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD STREET AND STORM SEWER PLAN & PROFILE *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLEPOINT BOULDEVARD PRIOR TO CONSTRUCTION* HUDSON BL V D 22.0 '22.0 '26.0 ' www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-STREET AND STORM-PPF.dwg September 12, 2022 - 9:17am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C408BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD STREET AND STORM SEWER PLAN & PROFILE *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TO CONSTRUCTION* *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TO CONSTRUCTION* *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TO CONSTRUCTION* H U D SO N B L VD HUDSON BLVD 12+31.22 38.23' R EXFL 974.11 HUDSON BLVD 12+37 29.57' R FL 973.99 HUDSON BLVD 12+67.16 16.00' R FL 973.45 PRIVA T E D RI V E HU D S O N B L V D HUDSON BLVD21+66.19 26.00' R FL 977.48 HUDSON BLVD 21+85.7528.96' R FL 978.34 HUDSON BLVD 22+32.82 84.10' R EXFL 979.05EAGLE POINT BLVDDATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C409BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD INTERSECTION DETAILS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-INTERSECTION DETAILS.dwg September 11, 2022 - 2:33pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NOTES NORTHNORTH www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C7-HUDSON BLVD SIGN-STRIP PLANS.dwg September 11, 2022 - 2:34pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C410BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD SIGNING & STRIPING TITLE NORTHwww.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C7-HUDSON BLVD SIGN-STRIP PLANS.dwg September 11, 2022 - 2:34pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C411BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD SIGNING & STRIPING PLAN www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C7-HUDSON BLVD SIGN-STRIP PLANS.dwg September 11, 2022 - 2:34pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C412BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD SIGNING & STRIPING DETAILS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C7-HUDSON BLVD SIGN-STRIP PLANS.dwg September 11, 2022 - 2:34pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C413BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD SIGNING & STRIPING DETAILS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-CROSS SECTIONS.dwg September 11, 2022 - 2:35pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES C414BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD CROSS SECTIONS C415BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD CROSS SECTIONS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-CROSS SECTIONS.dwg September 11, 2022 - 2:35pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES C416BAW 09/09/2022 JFJ 19.1001.04 HUDSON BLVD CROSS SECTIONS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C4-CROSS SECTIONS.dwg September 11, 2022 - 2:35pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES SIG N A G E EXI S T I N G BU I L D I N GGENERATOREDGE OF WATERED G E O F W A T E RCENTERLINE CREEKBRIDGEABUTTMENTINV.=977.74LIFTSTATION(WATER ELEV. = 978.2 AS OF 7/11/19)958.76INVCMP84LIFTSTATIONINV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)APPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 0,0 NOPARKING NOPARKINGSENIOR HOUSINGBUILDING LEVEL 1: 995.06 LEVEL B: VARIES DDD DD D COCOCOCOCO980.87980.87 980.69977.81965.03 965.03 965.03 965.03 970.25 970.25 970.25 D1 - 6.5INCH STEP(S)977 .8113+00 14+0015+00 16+00 17+00 18+0019+0020+0021+0022+00CONTRACTOR TOSEE SHEETSC402-C416 FORHUDSON BLVDIMPROVEMENTS. CONTRACTOR TO SEE SHEETSC402-C416 FOR HUDSON BLVDIMPROVEMENTS. CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS. 0.0%PROPOSED DRAINAGE DIRECTION EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLEANOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED STORM MANHOLE/ CATCH BASIN(CURB INLET CASTING) 100.00 PROPOSED EOF SETBACK/ BUFFER WETLAND DELINEATION GRADE BREAK LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL GUARD RAIL BMP/WETLAND/CREEK PROPOSED100-YR HIGH WATER LEVEL9XX.XX PROPOSED SWALE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 11, 2022 - 2:36pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIESNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKE ELMO, SPECIFICATIONS ANDBUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYSPRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034WHEN STORM SEWER CROSSES ABOVE WATERMAIN: STORM SEWER (18" AND SMALLER) SHALL BEPVC SCH 40 PER ASTM 3-1785; PROVIDE 18" MINIMUM VERTICAL CLEARANCE OUTER EDGE TO OUTER EDGE STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-3212WHEN STORM SEWER CROSSES ABOVE WATERMAIN: STORM SEWER (18" AND SMALLER) FITTINGSSHALL BE PVC SCH 40 PER ASTM 3-1785; PROVIDE 18" MINIMUM VERTICAL CLEARANCE OUTER EDGETO OUTER EDGE 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACEMATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TOAVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATIONAND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS,AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT ANDELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITHSMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETESIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS ANDDISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OFTOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMPSLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED2% . 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 TOEXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NOCONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OFCOVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLECONNECTIONS. 20. ALL STORM PIPE ENTERING STRUCTURES SHALL BE WATERTIGHT OR BE OF FLEXIBLE COMPRESSIONJOINTS. JOINT CONNECTIONS SHALL BE FLEXIBLE WATER STOPS, RESILIENT CONNECTORS, OR OTHERFLEXIBLE SYSTEM S APPROVED BY THE ENGINEER TO MAKE WATERTIGHT CONNECTION TO MANHOLESAND OTHER STRUCTURES UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS ANDSPECIFICATIONS. CEMENT MORTAR JOINTS ARE NOT APPROVED. 21. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATERSERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, CHAPTER 474, SECTION 1109. 22. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 23. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETEPAVEMENT AREAS. 24. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENTDRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. RETAINING WALL COORDINATION NOTES 1. RETAINING WALLS SHOWN ARE SCHEMATIC. ACTUAL DETAILS SHALL BE DESIGNED BY THECONTRACTOR/OTHERS AND SUBMITTED FOR APPROVAL BY ENGINEER. 2. RETAINING WALLS SHALL BE AS NOTED ON PLAN OR APPROVED EQUAL. 3. THE CONTRACTOR SHALL DETERMINE ALL DIMENSIONS AND DETAILS NECESSARY FOR INSTALLATION. 4. TAKE SPECIAL PRECAUTION ADJACENT TO WETLAND AS TO NOT DISTURB AREAS WITHIN DELINEATEDWETLANDS 5. CONTRACTOR SHALL COORDINATE TIMING OF THE INSTALLATION OF THE RETAINING WALL WITH ALLUTILITIES, SPECIFICALLY THE SITE LIGHTING, STORM SEWER, SANITARY, AND WATERMAIN ADJACENT TOTHE PROPOSED WALLS. 6. REFER TO THE GEOTECHNICAL RECOMMENDATIONS BASED ON THE REPORT LISTED ON SHEET C100. 7. FINISHED ELEVATIONS ON THE GRADING PLAN ARE AS STATED ON THE PLAN WITH THE TOP OF WALLSPOTS AND BOTTOM OF WALL SPOTS DENOTING THE FINISHED GRADE ELEVATIONS. ACTUAL BOTTOMAND TOP OF RETAINING WALL ELEVATIONS MAY VARY DUE TO MANUFACTURER REQUIREMENTS ANDRECOMMENDATIONS. 8. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES WITH THE WALL REINFORCING AND ROADWAYCONSTRUCTION, WETLAND LIMITS, AND RIGHT-OF-WAY LIMITS. CONTRACTOR SHALL PERFORM ALLNECESSARY COORDINATION, STAGING, TEMPORARY SHORING, AND SEQUENCING AT NO EXTRA COST. SHEET C501 SHEET C502 SHEET C504 SHEET C503 SHEET C505 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C500BAW 09/09/2022 JFJ 19.1001.04 OVERALL GRADING AND DRAINAGE PLAN *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTION LIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TOCONSTRUCTION* GENERATORLIFTSTATION958.76INVCMP84LIFTSTATIONINV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)APPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION 960960960 965 970961 962 963 964 966 967 968 969 965961 962 963 964966970 975980 971 972 973974 976 977 978 979 981 970970970 970 967 968 968 9 6 9 969 971971972972973986987987988988987 987 986986 975980985985972973974976977978979981982983984986986987987987 987988988970 970971 971972972973965966967968 985973 971972D980979974 970975 971 972 973 974 976 977 978 979 970970970 9709 6 7 9 6 8 969965 970 963 964 966 967968 969971971 965 970 975 980964966 967 968 969 971 972 973 974 976 977 9789793: 1 7: 1 7.72%11. 4 2 %1.15%24 . 1 5 % 4 : 1 1. 8 8 % 12 . 2 5 % 1.56 % 3: 1 4.37%970 985 971 972981 982 983 984 986 COSTRM 102 STRM 706 STRM 703A STRM 704 STRM 702 STRM 102A STRM 105 STRM 105B STRM 106B STRM 201C STRM 201B STRM 201D STRM 201 STRM 201A STRM 201E STRM 705 STRM 102B STRM 104 STRM 104A STRM 105A 2.70% 6.27% 955 955955 960 960 960 965 9 6 5 965 970 970 970970 970975 9 7 5 975 975980 980 980 985985 985 954 954 954 956956 956 957957 957 958 958 958 959 959 959 961 961 961 96 2 962 962 963 963 963 964 964 964 966 9 6 6 966 967 967 967967 9 6 7 967967968 968968968968 968 968969 969969 969 969969969971 971971971971 972 972 9 7 2 972 972973 9 7 3 973 973974974 9 7 4 974 976 976 976 976977977 977 977 978 978 978 979 979 979 981981 981 982982 982 983983 983 984984 984 986986 986 970.25970.25 970.258:1STRM 703B STRM 103 STRM 106 965 970 962 963 964 966 967 968 969 971 969970 9 6 9 969 971971 972973 1 - 6.5 INCH STEP(S) TW:985.48TW:985.76TW:985.99TW:986.40TW:986.62TW:987.12 TW:987.50 BW:972.88 BW:972.00 BW:972.00 BW:971.89 BW:970.23 BW:973.06 BW:979.63 LP:985.02 G:985.40 G:985.93 G:986.61 G:984.59 985.18 984.96 EOF:985.57 994.90 986.13 LP:986.25 987.99 987.53 HP:986.52 987.08 987.28 985.33 985.21 985.33 988.78 BW:974.00 TW:986.05 985.33 988.35 995.06 HP:986.31 EXIST. 30" RCP STORM EXIST. 18" RCP FESIE: 965.60 EXIST. 18" RCP FESIE: 966.85 EXIST. 84" CMP FESIE:958.76 EXIST. 84" CMP STRM SEWER PROPOSED RETAININGWALL WITH GUARDRAIL PROPOSED DRAINAGESWALE @ 2% MIN TO MATCH EXISTING DITCHGRADES; PROVIDEPOSITIVE DRAINAGE PROPOSED DRAINAGESWALE @ 2% MIN TO MATCH EXISTING DITCHGRADES; PROVIDEPOSITIVE DRAINAGE PROPOSED DRAINAGESWALE @ 2% MIN TO MATCH EXISTING DITCHGRADES; PROVIDEPOSITIVE DRAINAGE CONTRACTOR TO SEE SHEETSC402-C416 FOR HUDSON BLVDIMPROVEMENTS. 994.90 995.06 STRM 104C STRM 104B 13+0014+00 15+00 16+0017+00 18+0019+00100-YR HWL: 967.02 1.64%1.64%1.54%986.47 1. 8 7 % 985.02 BW:985.50 TW:986.50 ST-152 CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS. CONTRACTOR TO SEE SHEETS C402-C416 FOR HUDSON BLVD IMPROVEMENTS. 0.0%PROPOSED DRAINAGE DIRECTION EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLEANOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED STORM MANHOLE/ CATCH BASIN(CURB INLET CASTING) 100.00 PROPOSED EOF SETBACK/ BUFFER WETLAND DELINEATION GRADE BREAK LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL GUARD RAIL MAINTENANCE ACCESS BMP/WETLAND/CREEK PROPOSED100-YR HIGH WATER LEVEL9XX.XX PROPOSED SWALE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 11, 2022 - 2:37pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIESNORTH C502 C504 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C501BAW 09/09/2022 JFJ 19.1001.04 GRADING AND DRAINAGE PLAN 3:1EDGE OF WATERPIN No. 33-029-21-44-0007 Owner: HSRE-MN HIGH POINTE LLC Address: 8650 HUDSON BLVD N 0,0 980985 977978979981982983984986 987 988989970 975 980 985 971 972 973974 976 977 978 979 981 982 983 984 986 985984986987988 975 980 97297397 4 976 977978 979981 982 983 984982980985986986987987988988986987 987 986986 985986987987987 987988988 98 6 98 7 983983984986 985 983982 983 986 987 9 8 0 98 1 98198 2 9829 8 3 9839 8 4980980985978979981981982982983983984984975980985974976977978979981982983984 971 972973985 985 983 984 986981 980 973 971972992 993 984985984986 987 985 986 987989 983984985987990987988989DD992980979974 19.2 '50.0 ' D 970975 971 972 973 974 976 977 978 979 3: 1 1.13%6.89%7.72%11. 4 2 %4:111: 12.12% 3.7 8 % 12 . 2 5 % 1.56 % 3 : 1 9. 1 5% 3. 9 3 % 8. 5 5 %4:1 11.4 7 %4.37%970 985971 972981 982 983 984 986 CO2.17%6.70%1.99%3.2 5 % STRM 203 STRM 202 STRM 200 STRM 101 STRM 102 STRM 200A STRM 801 STRM 100 STRM 800 STRM 301 STRM 302 STRM 300 STRM 700 STRM 701 STRM 102A STRM 105 STRM 105B STRM 106B STRM 203A STRM 201C STRM 201B STRM 201D STRM 201 STRM 201A STRM 201E STRM 200C 5:1 6.92% STRM 102B STRM 104 STRM 104A STRM 105A 9.20%2.84% 1.67% 2.70% 6.27%3:13:1 3. 2 4 % 3. 2 8 % 3:1 3:1 10.0'10.08% 3. 3 3 %980981 982 981 982 983 26.0'3:13:13:15: 1 980985985 98198298398498498698698798 798898 8 1.65%980.87980.87970.25970.25 8:1 LEVEL 1: 995.06 LEVEL B: 985.33 STRM 103 STRM 106970 9 6 9 969 971971 972973 1 - 6.5 INCH STEP(S) G:987.75 LP:985.02 G:986.27 G:985.40 G:985.93 G:984.59 985.18 995.06 EOF:985.57 TW:989.00 BW:988.75 987.25 G:986.61 T/G:987.98 G:987.85 987.99 993.60 988.25 T/G:986.30 T/G:986.23 LP:985.00 994.90 986.13 LP:986.25 987.99 987.53 HP:986.52 987.08 987.28 985.33 985.21 985.33 986.02 991.90 990.25 989.20 G:985.77 979.99 EOF:984.00 G:980.32 982.02 G:979.92 988.78 979.99 985.33 988.35 991.82 G:985.33 995.06 G:987.03 G:986.47 BMP #1PROPOSED SURFACE FILTRATION BASINSEE SHEET C508 FOR DETAILS PRETREATMENT FOREBAYSEE SHEET C508 FOR DETAILS SWWD 50' WETLANDMANAGE 2 SETBACK MAINTENANCE ACCESSFROM PUBLIC RIGHT-OF-WAY PROPOSED DRAINAGESWALE; PROVIDE MIN 2% SLOPE TOWARD STRM 200 MAINTENANCEACCESS EXISTING WETLAND #1EXIST. NWL: 977.00EXIST. HWL: 980.60PROP. HWL (100-YR RAINFALL): +/- 980.87 PROP. HWL (10 DAY 100-YR SNOWMELT): +/- 981.45 EMERGENCY FIRE ACCESS PROPOSED DRAINAGESWALE @ 2% MIN TOMATCH EXISTING DITCH GRADES; PROVIDEPOSITIVE DRAINAGE PROPOSED DRAINAGESWALE @ 2% MIN TOMATCH EXISTING DITCH GRADES; PROVIDEPOSITIVE DRAINAGE CONTRACTOR TO SEE SHEETS C402-C416 FOR HUDSON BLVDIMPROVEMENTS. 994.90 995.06 STRM 104C STRM 104B 2.08%1.82% G:985.77 G:987.25 G:987.0013+0014+00 1.64%1.64% 986.47 985.02 G:987.68 G:985.33 G:987.18 G:986.37 T/G:986.54 T/G:986.48 G:987.47 G:986.67 LP:985.00 BW:985.50 TW:986.50 979.99 983.85 984.75 984.54 G:984.50 G:984.00 G:983.78 G:984.353:13:13:1 3:1 3:1 3:13:1TW:986.22BW:986.12 TW:986.73BW:985.00 TW:987.29 BW:987.53 TW:987.00BW:985.00 993.62 990.13 ST-152 10.0'10.0' 0.0%PROPOSED DRAINAGE DIRECTION EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLEANOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED STORM MANHOLE/ CATCH BASIN(CURB INLET CASTING) 100.00 PROPOSED EOF SETBACK/ BUFFER WETLAND DELINEATION GRADE BREAK LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL GUARD RAIL MAINTENANCE ACCESS BMP/WETLAND/CREEK PROPOSED100-YR HIGH WATER LEVEL9XX.XX PROPOSED SWALE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 11, 2022 - 2:37pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHC501 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C502BAW 09/09/2022 JFJ 19.1001.04 GRADING AND DRAINAGE PLAN C503 INV.=977.74(WATER ELEV. = 978.2 AS OF 7/11/19)AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . NO PARKING NOPARKINGLEVEL B: VARIES 990991 99299 5 993 994 99699799 5 993993993994996 997 998 10009989991001980980 985985 9909909959959951000977977 978978 979979 981981 982982 983983 984984 986986 987987 9889889899899919919919929929929939939 9 3 994994 9949949949969969969979979979989991001985 990 983984 986 987 988 989 991 992993991992 992 993 993994994 994 994990 995988 989 991992993994996997 9 9 0 988989991992993 991992993992 985 986 992 993 988 989 10.0'0. 8 5 % 3.88% 3. 8 3 % 5. 1 0% 1. 8 1%1.86%1.33%6:14.18%1.51% 1. 2 8 % 1.56 % 4. 9 9% 7:1 2.73%1.93%18.91%19.14%16.79%9.93% 0.50%11.32%4.37%2.00%985984984 986 987 988 990 995 1000 989 991992993994996 997 998 999CO1.34% 1.37% 1. 6 9% 2.46%1.86%6.61% 6.64%2.87%990 991 992 993 STRM 204 STRM 203 STRM 401 STRM 205 STRM 402 STRM 404 STRM 403 STRM 405A STRM 107A STRM 411ASTRM 411 STRM 410 STRM 410A STRM 406A STRM 406 STRM 407 STRM 407A STRM 408 STRM 405B STRM 205B STRM 207A STRM 207C STRM 207B STRM 209 STRM 209A STRM 207 STRM 208 STRM 209B STRM 210B STRM 210A STRM 203A STRM 210 1.68%STRM 208A 0.40 %1.65%980.693.06%1.28%4 . 5 0%7.11% 7.54% 985 984 986 987988989990995989991992993994LEVEL 1: 995.06 LEVEL B: 984.002.62%4.68%1.2 8 %DSTRM 106 STRM 210C STRM 206 STRM 408A STRM 107B STRM 405 STRM 205A 991.28 G:992.40 G:991.98 ME: ±989.85 G:990.09 G:988.05 G:989.30 G:984.94 G:984.94 G:987.10 991.45 992.00 G:992.59 993.15 G:992.29 G:992.17 G:992.93 G:993.72 T/G:994.07 G:993.45 T/G:994.18 994.51 G:993.00 G:992.50 G:993.09G:994.31 G:990.75 G:990.90 G:991.19 G:990.90 G:987.52 G:987.23 TW:990.50 BW:988.50TW:989.00 BW:988.75 TW:993.05 BW:989.55 TW:992.42 BW:989.72 TW:990.55 BW:989.00 TW:991.03 BW:988.40 994.75 994.48 T/G:990.38 T/G:990.26 T/G:990.78 T/G:990.84 990.81 991.45 991.95 T/G:991.95 G:988.84 G:991.73 995.06 995.05 994.94995.06 994.56 993.53 985.33 993.26 992.63 994.50 989.96 LP:983.45 G:984.00 985.38 993.17 T/G:992.52 G:991.40 992.26 990.87 986.02 986.95 985.33 995.06 995.06 993.35989.20 LP:987.67 T/G:987.91 990.24 990.16 T/G:988.43 T/G:988.54 988.61 989.12 G:988.60 G:992.86 G:992.70G:993.12 994.58 994.52 994.37 G:993.93 995.06 991.50 984.00 990989LP:986.93 EOF:989.43 G:987.93 EDGE OF EXISTINGWETLAND SWWD 50' WETLAND MANAGE 2 SETBACK EXIST. 36" RCP CLIII PROPOSED DRAINAGESWALE @ 2% MIN; PROVIDE POSITIVE DRAINAGE AWAYFROM RETAINING WALL D412 MOUNTABLE CURB AND GUTTER LP:991.39 99 3 993 8.64% G:993.84 T/G:988.92 G:992.72 990.01 G:992.11 994.51 T/G:994.13 993.50G:993.37 G:991.82 3:1 6:1 4:1 6:1 4. 4 8 %6.23%1.21%3.83% 4. 9 4 % HP:988.25 GRADE BREAK G:987.59 G:988.10 2.95%3.99% 4 . 2 1%5.85%3.1 5 %5.62%3.74%6:1 G:988.27 G:990.14 G:991.00 G:989.95 G:989.11 G:988.95 TW:993.91BW:993.41 TW:994.75BW:990.55 TW:998.00BW:991.65 TW:998.04BW:991.75 TW:994.83 BW:989.66 TW:993.84BW:993.90 5:15:14:1G:990.94 G:989.57 G:988.41 989.76 G:987.50 G:986.32 9.24% 9.57% G:984.00 LP:983.45 6:1 6:11.87%1.46% T/G:991.94 T/G:992.44 STRM 405C G:993.15 T/G:994.14 G:994.07 G:994.18 G:994.20 G:994.25 1. 4 1% 2. 1 0% 995.06 994.34 994.41 0.0%PROPOSED DRAINAGE DIRECTION EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLEANOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED STORM MANHOLE/ CATCH BASIN(CURB INLET CASTING) 100.00 PROPOSED EOF SETBACK/ BUFFER WETLAND DELINEATION GRADE BREAK LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL GUARD RAIL MAINTENANCE ACCESS BMP/WETLAND/CREEK PROPOSED100-YR HIGH WATER LEVEL9XX.XX PROPOSED SWALE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 11, 2022 - 2:38pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHC502 C504 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C503BAW 09/09/2022 JFJ 19.1001.04 GRADING AND DRAINAGE PLAN ED G E O F W A T E RCENTERLINE CREEKINV.=977.74NO PARKING NOPARKINGSENIOR HOUSING BUILDING LEVEL 1: 995.06 LEVEL B: VARIES 98 0977 97 8 9 7 9 98 1 9 8 2 985990984 98 6 987988988 989 991 99599599199299299399 3 994994996996997997980979981982983970975975968969971 972 973 974974 976976977977965970 970966967968969971971972972970975980985 990967968 969971972973974976977978979981982983984 986 987 988 989 99 5 995 99 1 99299399 4 9 9 6 996997997972973980 983 985 985 990 995 982 983 984 986 987 988 989 991 992 993 994 97598 0 98 5 99 0 97 6 97 7 97 8 979 98 1 98 2 98 3 98 4 98 6 98 7 98 8 98 9 99 1 99 2 99 3 99 4 985 980 975 990 DDD 994994 994 989 99399 0 991992993985990986987988989 991 992986985985985 984 984986 986986 987 988 985985 973973 986 985 986 987992 993980970967968969971972971 973 970 975 980 968 969 971 972 973 974 976 977 978 979 981 982 983 984 1.06%0. 8 5 %4.31% 3.88%1.33%4:17:14.18%1.51%???2. 0 4 % 4. 0 0 % 1. 5 0 % 1. 6 9 % 1.56 % 4. 9 9 % 8 . 1 1%7.76%2.00%COCOCOCO1.34% 1.37% 1. 6 9% 6.61% 6.64%2.87%3.61%7.68%9809769779789799819829839849 9 0 9 9 1 9 9 2 9 9 3 STRM 400 STRM 401 STRM 601 STRM 500 STRM 502 STRM 603 STRM 107 STRM 107A STRM 505 STRM 504 STRM 503 STRM 503A STRM 501 STRM 501A STRM 412A STRM 412 STRM 411ASTRM 411 STRM 410 STRM 410A STRM 406A STRM 406 STRM 407 STRM 407A STRM 408 STRM 207A STRM 207C STRM 207B STRM 209 STRM 209A STRM 207 STRM 208 STRM 209B STRM 210B STRM 210A STRM 210 1.68%4:1995992993994996???STRM 208A 1.65%977.81965.03965.03965.03 965.03 EE7.54%2.62% STRM 106 STRM 210C STRM 408A STRM 107B STRM 505A970 967968969971972985 984 986 987 988 989 991.28 TW:985.40 TW:985.44 BW:982.01 BW:984.35 G:984.59 985.43 G:984.31 985.08 G:983.75 G:984.54 G:985.23 G:984.82 G:989.11 992.52 G:992.40 G:991.98 ME: ±989.28 ME: ±989.85 T/G:994.18 994.51 G:991.19 G:990.90 990.04 G:991.63 G:988.23EOF:984.09 TW:981.50 BW:981.00 TW:982.80 BW:980.30 TW:983.50 BW:981.00 TW:988.00 BW:987.50 989.63 989.77 989.60 T/G:990.38 T/G:990.26 T/G:990.78 T/G:990.84 990.81 991.45 991.95 T/G:991.95 995.06 995.05 994.94995.06 994.56 993.53 985.33 993.26 992.63 993.17 T/G:992.52 G:991.40 992.26 990.87 990.68 986.02 986.95 985.33 985.98 989.23986.00 990.61 991.24 995.06 995.06 G:987.11 G:985.91 990.24 990.16 994.58 994.52 994.37 G:993.93 995.06 991.71 LP:983.59 CENTERLINE OF CREEK 25' SHORELINEIMPACT ZONE 50' BUILDING SETBACK EXIST. 36"RCP CLIII EXIST. 36"RCP FESINV. 974.0 EXISTING WETLAND #2EXIST. NWL: 974.00EXIST. HWL: 976.30PROP. HWL (100-YR RAINFALL): +/- 977.81PROP. HWL (10 DAY 100-YR SNOWMELT): +/- 977.62 SWWD 25' WETLAND MANAGE 2 SETBACK BMP #2UNDERGROUND STORMWATER MANAGEMENT AREASEE SHEET C510 FOR DETAILS EXIST. 36" RCP CLIII EXIST. 18" RCP FESINV. 982.58 18" RCP FESINV. 974.19 8 - 6.5 INCH STEPS CREEK: EXIST. HWL: 965.11PROP. HWL (100-YR RAINFALL): +/- 965.03 PROPOSED DRAINAGESWALE @ 2% MIN; PROVIDEPOSITIVE DRAINAGE AWAY FROM RETAINING WALL EAGLE POINT BLVDIMPROVEMENTS;SEE SHEET C401 EAGLE POINT BLVDIMPROVEMENTS;SEE SHEET C401 EAGLE POINT BLVDIMPROVEMENTS; SEEC403 - HUDSON BLVD &EAGLE POINT BLVDTYPICAL SECTIONSSECTION E-E LP:991.39977.81 G:993.84 G:992.72 990.11 990.01 994.51 T/G:994.13 993.50G:993.37 988.13 G:985.14 G:991.82 T/G:991.94 T/G:992.44 T/G:994.14 G:994.07 G:994.18 G:994.20 G:994.25 1. 4 1% 2. 1 0% 995.06 994.34 994.41 0.0%PROPOSED DRAINAGE DIRECTION EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLEANOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) 100.00 PROPOSED EOF SETBACK/ BUFFER WETLAND DELINEATION GRADE BREAK LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL GUARD RAIL MAINTENANCE ACCESS BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL9XX.XX PROPOSED SWALE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 11, 2022 - 2:38pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHC505 C503 C501 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C504BAW 09/09/2022 JFJ 19.1001.04 GRADING AND DRAINAGE PLAN SIG N A G E EDG E O F W A T E RCENTERLINE CREEKBRIDGEABUTTMENTAPPROXIMATELOCATION970970975975 98 0971971972972973973974974976976977977 97 8 978 97 9 979 98 1 98 2 983980 98598 1 982 983 98 4 986 987970975975968969971 972 973 974974 976976977977965970 970966967968969971971972972975980 9 8 0 972973974976977 978 979 975 976 977 978 979980 983 985 985 982 983 984 986 987 988 97597 6 97 7 985 980 975 990 D98897597397497697797897 9 973 981 982 983 986 970 967968969971972973976 971 973 7:1??????2. 0 4 %4.00%1. 5 0 %980976977978979981982983984STRM 601 STRM 603 4:1985990995984986987988989991992993994996975975980980985985990 99099597297397397497497697697797797897897997998198198298298398398498498698698798798 8 988989989991 99199299 2 993994996977.81965.03965.03965.03 STRM 707 D D EE970975 967968969971972978 97 9 979979 980985 981 982 983 984 986 987 TW:981.50 BW:981.00 TW:982.80 BW:980.30 CENTERLINE OF CREEK 25' SHORELINE IMPACT ZONE 50' BUILDING SETBACK EXISTING WETLAND #2 EXIST. NWL: 974.00EXIST. HWL: 976.30PROP. HWL (100-YR RAINFALL): +/- 977.81 PROP. HWL (10 DAY 100-YR SNOWMELT): +/- 977.62 SWWD 25' WETLANDMANAGE 2 SETBACK EXIST. 18" RCP FESINV. 976.13 18" RCP FES INV. 974.19 EXIST. 18" RCP FESINV. 982.58 EXIST. 18" RCP FESINV. 972.92 ORDINARY HIGH WATER LEVEL ASDELINEATED 11/2019 CREEK:EXIST. HWL: 965.11 PROP. HWL (100-YR RAINFALL): +/- 965.03 PROPOSED DRAINAGE SWALE @ 2% MIN; PROVIDEPOSITIVE DRAINAGE AWAYFROM RETAINING WALL CONTRACTOR TO SEE SHEETSC402-C416 FOR HUDSON BLVD IMPROVEMENTS. SEE SHEET C401 TYPICAL SECTIONS EAGLE POINT BLVD IMPROVEMENTS;SEE SHEET C401 EAGLE POINT BLVD IMPROVEMENTS; SEEC403 - HUDSON BLVD &EAGLE POINT BLVD TYPICAL SECTIONSSECTION E-E EAGLE POINT BLVDIMPROVEMENTS; SEE C403 - HUDSON BLVD & EAGLE POINTBLVD TYPICAL SECTIONSSECTION D-D 977.8120+0021+0022+000.0%PROPOSED DRAINAGE DIRECTION EXISTING STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER CLEANOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) 100.00 PROPOSED EOF SETBACK/ BUFFER WETLAND DELINEATION GRADE BREAK LIMITS OF CONSTRUCTION PROPOSED RETAINING WALL GUARD RAIL MAINTENANCE ACCESS BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL9XX.XX PROPOSED SWALE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 11, 2022 - 2:39pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTHC504 C501 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C505BAW 09/09/2022 JFJ 19.1001.04 GRADING AND DRAINAGE PLAN CSEXI S T I N G BU I L D I N GGENERATORLIFTSTATION958.76INVCMP84LIFTSTATIONAPPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 0,0 NO PARKING NOPARKINGSENIOR HOUSINGBUILDING LEVEL 1: 995.06 LEVEL B: VARIES DDD DD D COCOCOCOCO20.0'965.03965.03965.03 965.03 970.25970.25D30.0'145.0'980.87980.87980.87980.87977.81 CONTRACTOR TOSEE SHEETSC402-C416 FORHUDSON BLVDIMPROVEMENTS. CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS. CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS. 10.0' www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg September 11, 2022 - 3:30pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER 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 DNORTH STORMWATER MANAGEMENT PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKE ELMO,SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWOWORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034 WHEN STORM SEWER CROSSES ABOVE WATERMAIN: STORM SEWER (18" ANDSMALLER) SHALL BE PVC SCH 40 PER ASTM D-1785; PROVIDE 18" MINIMUMVERTICAL CLEARANCE OUTER EDGE TO OUTER EDGE STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212WHEN STORM SEWER CROSSES ABOVE WATERMAIN: STORM SEWER (18" ANDSMALLER) FITTINGS SHALL BE PVC SCH 40 PER ASTM D-1785; PROVIDE 18" MINIMUM VERTICAL CLEARANCE OUTER EDGE TO OUTER EDGE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 5. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORMSEWER ALIGNMENTS. 6. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICELAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 7. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IFLESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 8. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 9. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDINGMANHOLE CONNECTIONS. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE WATERTIGHT OR BE OF FLEXIBLECOMPRESSION JOINTS. JOINT CONNECTIONS SHALL BE FLEXIBLE WATER STOPS, RESILIENT CONNECTORS, OR OTHER FLEXIBLE SYSTEM S APPROVED BY THE ENGINEERTO MAKE WATERTIGHT CONNECTION TO MANHOLES AND OTHER STRUCTURES UNLESSOTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. CEMENT MORTAR JOINTS ARE NOT APPROVED. 11. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THEBUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTARULES, CHAPTER 474, SECTION 1109. 12. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENTPLUMBING CODE. 1. CONTRACTOR TO PROVIDE (2) DOUBLE RING INFILTROMETER TESTS WITHIN THEUNDERGROUND SYSTEM EXCAVATION PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. THE CONTRACTOR SHALL PROVIDE THE RESULTS TO THE ENGINEER FOR REVIEWAND APPROVAL PRIOR TO INSTALLATION OF THE UNDERGROUND SYSTEM. 2. CONTRACTOR SHALL OVER-EXCAVATE ANY ENCOUNTERED UNSUITABLE CLAY SOILS TOAN ELEVATION OF APPROXIMATELY 975.00. EXCAVATION SHALL BE REPLACED WITHSUITABLE ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER AGGREGATE PER SECTION 3149.2H. DEPTHS OF UNSUITABLE CLAY EXPECTED TO VARY,CONTRACTOR SHALL VERIFY DEPTHS OF EXCAVATION AND PERFORM INFILTROMETERTESTS PRIOR TO INSTALLING UNDERGROUND SYSTEM. 3. IF NATIVE SUBGRADE SOILS ARE DETERMINED TO NOT BE CONDUCIVE TO THE DESIGNINFILTRATION REQUIREMENTS, THE CONTRACTOR SHALL REMOVE AND REPLACE THEPOORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE SUBGRADE SOILS MEET OR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY THE ENGINEER. 4. UPON COMPLETION OF THE STORMWATER BMP AND FINAL STABILIZATION OF THE TRIBUTARY DRAINAGE AREA, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION THATTHE BMP DRAWS DOWN WITHIN 48 HOURS AFTER A SIGNIFICANT RAIN EVENT. 5. NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE UNDERGROUND INFILTRATIONSYSTEM AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASINEXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 6. FINAL EXCAVATION OF UNDERGROUND INFILTRATION SYSTEM AREA AND INSTALLATION OFOF ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN INFILTRATION SYSTEM AREA IF SOIL CONDITIONS AREWET. 7. IMMEDIATELY FOLLOWING SYSTEM CONSTRUCTION, THE EXCAVATION FOR THE TRENCHSHALL BE IMMEDIATELY BACKFILLED WITH APPROVED BACKFILL MATERIAL PERMANUFACTURER'S RECOMMENDATION, OR THE EXCAVATION SHALL BE PROTECTED WITH SILT FENCE AND OR BIO-ROLLS SUCH THAT ON-SITE SOILS DO NOT ENTER THE TRENCHEXCAVATION AND CLOG UP THE BOTTOM/SIDES OF THE TRENCH LIMITING THEINFILTRATION CAPACITY OF THE UNDERGROUND SYSTEM. 8. IF ANY SOILS ENTER THE TRENCH PRIOR TO BACKFILLING, THE CONTRACTOR SHALLREMOVE SOILS AND CONFIRM THE INFILTRATION CAPACITY OF THE NATIVE SUBGRADESOILS IS MET WITH INFILTROMETER TESTS. 9. CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES, AND STORMWATER MANAGEMENT FACILITIES (INCLUDING AS-BUILT VOLUMES) CONFORM TODESIGN AND/OR PLANS AS APPROVED BY THE CITY. 10. CONTRACTOR TO PROVIDE DAILY OBSERVATION LOGS AND PHOTOGRAPHS SHOWING THESTORMWATER FACILITY HAS DRAWN DOWN WITHIN 48 HOURS FROM THE COMPLETION OFTWO 1- INCH SEPARATE RAINFALL EVENTS. 11. CONTRACTOR TO CONFIRM THE STORMWATER FACILITY HAS BEEN CONSTRUCTED ANDINSTALLED PER PLAN AND IS FUNCTION AS DESIGNED AND PERMITTED. STORMWATER MANAGEMENT NOTES CITY OF LAKE ELMO STORM SEWER NOTES 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMMO STANDARD SPECIFICATIONS AND DETAILS. 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MNDOT SPEC. 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE,SIZE AND STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THEREQUIREMENTS OF ASTM C-477. 4. A 1'-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TOALLOW FOR HEIGHT ADJUSTMENT WHEREVER POSSIBLE 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE RUBBER "O"RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6. RIP-RAP SHALL BE HAND-PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MNDOTSPEC. 3601, CLASS II, OR AS SPECIFIED HEREIN. 7. THE GEOTEXTILE FABRIC USED UNDER RIP-RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP-RAP AT THE END OF THE PROJECT. 10. STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARE TO HAVE WATER TIGHTCONNECTIONS PER MDH REQUIREMENTS. 11. ALL NEW STORM SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TOSUBSTANTIAL COMPLETION - PER CITY SPEC. SECTION 1700 - CLOSEOUTREQUIREMENTS 1. ABOVE GROUND FILTRATION BASIN ASSUMES 1.63 IN/HR RATE. 2. FILTRATION BASINS EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLYSTABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON THE CONTRIBUTING AREAS. 3. DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THEEXCAVATED CELL OR INTO THE WORK AREA. 4. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITHSEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BESEGREGATED. 5. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING ANDCOMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. 6. DO NOT LEAVE FILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT.SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERYWORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC ORIMPERMEABLE SHEETING. 7. IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING ORIMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THENEXT STEP IN THE FILTRATION BASIN CONSTRUCTION PROCESS. 8. EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OFUPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPE SPECIAL. 9. STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED FILTRATION BASINS. 10. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE FILTRATION AREA BEFOREOR AFTER IT IS CONSTRUCTED. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED INSIDE OF ORANGE CONSTRUCTION FENCE FOR THE SOLE PURPOSE OF CONSTRUCTION THEFILTRATION BASIN. 11. ALL FILTRATION BASIN CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRYSOIL CONDITIONS. 12. ALL FILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. 13. GRADING OF THE FILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT, EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. ABACKHOE WITH TOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF FILTRATIONBASINS TO PREVENT COMPACTION OR SMEARING OF SOILS. THE CONTRACTOR SHALLSCARIFY THE UNDERLYING SOILS TO MINIMUM 18" DEPTH TO REMOVE COMPACTION. THEFIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH UNDERLYING SOILS. LEVELINGAND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND SURFACE FILTRATION BASIN NOTES PROPOSED STORMWATER MANAGEMENT AREA BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL DELINEATED WETLAND WETLAND BUFFER / SETBACK LIMITS OF DISTRUBANCE DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C506BAW 09/09/2022 JFJ 19.1001.04 OVERALL STORMWATER MANAGEMENT PLAN MAINTENANCE ACCESS PATH EXISTING CONTOUR PROPOSED CONTOUR925 9XX.XX SHEET C507 SHEET C508 SHEET C510 SHEET C509 SHEET C511 GENERATORLIFTSTATION958.76INVCMP84LIFTSTATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION 986987988988986987 987 985 986 976 977 978 985986970 970 970 970971971972972973973973965966967968 972974 980 980 981 981 981 982 982 982 983983983983983 985960960960 970962 964 966 968 962 964966970 980 972 974 976 978 970970970 970 968 968 972972D965969968970970CO61:1 1. 8 8 %1.57%965.03 960 970 980 956 958 962 964 966 968 972 974 976 978 982 984 986986986 986 970.25970.25148 LF - 18" HDPE@ 0.75%24 LF - 24" HDPE @ 0.75 % 61 LF - 12" PVC@ 0.58%38 LF - 12" PVC @ 0.49% 15 LF - 12" PVC @ 0.45% 25 LF - 12" H D P E @ 0.75% 30 LF - 6" PVC @ 4.00% 9 LF - 6" PVC@ 4.00% 47 LF - 6" PVC@ 4.00% 17 LF - 6" PVC@ 4.00% 5 LF - 6" PVC@ 5.26% 35 LF - 10" PVC@ 0.50%18 LF - 6" PVC @ 2.00% 10 LF - 6" PVC @ 2.00% 9 LF - 6" PVC@ 2.64% 39 LF - 6" PVC@ 5.14% 32 LF - 24" RCP@ 1.33% 49 LF - 15" RCP@ 0.70% 70 LF - 15" RCP@ 0.70% 125 LF - 15" RCP@ 0.70% 279 LF - 18" RCP@ 2.00% 965 970 963 964 966 967 968 969 971 970970 9679 6 8 969969 971971972973970970970 EXIST. 30" RCP STORM EXIST. 18" RCP FES IE: 965.60 EXIST. 18" RCP FESIE: 966.85 EXIST. 84" CMPSTRM SEWER EXIST. 84" CMP FES IE:958.76 STRM 102CBMH 48" DIA. 4' SUMPNEENAH R-3067-VBRE:986.25IE:982.91 NEIE:981.27 N IE:981.70 SE STRM 706 STRM 703A STRM 704 STRM 101CBMH 48" DIA. 4' SUMPNEENAH R-3067-VBRE:985.02IE:980.59 NWIE:980.59 NEIE:983.17 N IE:980.59 S STRM 702 STRM 705 STRM 703B STRM 103 RE:982.70IE:981.62 NIE:981.62 S STRM 104RE:986.50IE:981.81 NIE:981.81 EIE:981.81 S STRM 201E RE:994.69IE:983.83 NE STRM 201RE:993.38IE:982.81 NE IE:982.81 N IE:982.81 SE STRM 201DRE:994.77 IE:983.37 E STRM 201A STRM 201CRE:995.06IE:985.57 SE STRM 106B RE:985.26IE:982.60 W STRM 105B RE:985.33IE:982.52 SW STRM 105A 8" NYLOPLAST DRAIN BASINCONNECT TO FOUNDATIONDRAINTILE SUMP DISCHARGE;COORD W/ MEP AND ARCHRE:985.22IE:982.35 NW STRM 105 RE:985.32IE:982.16 NEIE:982.16 NIE:982.16 SEIE:982.16 SW STRM 104A RE:987.22IE:982.05 W STRM 102A STRM 102BRE:986.76 IE:986.00 SE 56 LF - 12" PVC@ 0.51% 100-YR HWL: 967.02 CONTRACTOR TO SEE SHEETS C402-C416FOR HUDSON BLVD IMPROVEMENTS. CONTRACTOR TO SEE SHEETS C402-C416 FOR HUDSON BLVD IMPROVEMENTS. CONTRACTOR TO SEE SHEETSC402-C416 FOR HUDSON BLVDIMPROVEMENTS. STRM 201BSTRM CO ST-152RE:987.57 IE:984.05 SW STRM 104CRE:985.08 IE:982.25 W D PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER 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 PROPOSED STORMWATER MANAGEMENT AREA BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL DELINEATED WETLAND WETLAND BUFFER / SETBACK LIMITS OF DISTRUBANCE MAINTENANCE ACCESS PATH EXISTING CONTOUR PROPOSED CONTOUR925 9XX.XX www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg September 11, 2022 - 3:31pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C507BAW 09/09/2022 JFJ 19.1001.04 STORMWATER MANAGEMENT PLANC508 C510 NORTHKEYNOTE LEGEND 6" PVC SCH 40 @ 2% MINIMUM ROOF DRAIN CONNECTION, SEE MEP FOR CONTINUATION A B PIN No. 33-029-21-44-0007 Owner: HSRE-MN HIGH POINTE LLC Address: 8650 HUDSON BLVD N 0,0986987988988986 986987 987 985 986 985986985983984983982986987987 985 983 981 981982983971972973973973972974 980 975 980 974976977978 979 981 981 981 982 982 982 983983983983983 985 982 980 980 992 993 980978982984986 988 970 980 972 974 976 978 982 984 986 984986988 980 97297 4 976 978 982 984982980DD980985976977978979981982983983983984984984 970982980980 981 990991992993994D CO98 0 98 5 990990 98 1 982 983 98 4 98 6 9869 8 7 98 7 988 98 8 989 98 9 985 990 983 984 986 987 988 989 20.0'1. 7 7%32.95%11.86%61:12.60%10.11%1.15%980976978982 984986970.25985 990 989 148 LF - 18" HDPE@ 0.50% 78 LF - 24" H D P E @ 0.75% 83 LF - 18" HDPE@ 1.00% 39 LF - 24" HDPE@ 0.75%24 LF - 24" HDPE @ 0.75 % 19 LF - 8" HDPE@ 0.75% 118 LF - 18" RCP@ 0.00% 39 LF - 36" RCP @ 0.00% 61 LF - 12" PVC@ 0.50%38 LF - 12" PVC@ 0.50% 15 LF - 12" PVC@ 0.50% 25 LF - 12" H D P E @ 0.75% 30 LF - 6" PVC@ 4.00% 9 LF - 6" PVC@ 4.00% 47 LF - 6" PVC @ 4.00% 17 LF - 6" PVC@ 4.00% 5 LF - 6" PVC@ 5.26% 35 LF - 10" PVC @ 0.50%18 LF - 6" PVC@ 2.00% 10 LF - 6" PVC@ 2.00% 9 LF - 6" PVC @ 2.00% 17 LF - 12" HDPE @ 2.00% 39 LF - 6" PVC@ 2.00% 18 LF - 18" RCP@ 1.47% 279 LF - 18" RCP @ 2.00%970969971972973BMP #1 SURFACE FILTRATION BASINTOTAL VOLUME: 46,888 CFIRON ENHANCED SAND IE: 978.50 DRAIN TILE IE: 978.74BASIN BOTTOM: 980.00100 YR HWL: 982.43 PRETREATMENT FOREBAY TOTAL VOLUME: 16,550 CFBASIN BOTTOM: 980.0100 YR HWL: 982.86 MAINTENANCE ACCESSFROM PUBLIC RIGHT-OF-WAY EXISTING WETLAND #1 EXIST. NWL: 977.00EXIST. HWL: 980.60PROP. HWL (100-YR RAINFALL): +/- 980.87 PROP. HWL (10 DAY 100-YR SNOWMELT): +/- 981.45 TEMPORARYEMERGENCY ACCESS 6" CLEANOUT, T YP. PROPOSED DRAINAGESWALE; PROVIDE POSITIVEDRAINAGE AWAY FROM BMP #1 MAINTENANCEACCESS CONNECT DRAINTILE ONDOWNSTREAM SIDE OF OCS CONNNECT DRAINTILE TO DOWNSTREAMEND OF OCS STRM 203CBMH 48" DIA. (CIR.)NEENAH R-2560RE:993.58IE:989.50 W IE:984.11 NIE:984.11 S STRM 202CBMH 48" DIA. (CIR.)NEENAH R-2560RE:990.85IE:983.28 NIE:983.28 SW STRM 200CBMH 60" DIA. (CIR.)3' SUMPNEENAH R-2560RE:989.78IE:981.39 NWIE:981.39 NWIE:981.39 W STRM 801FES 36"IE:980.00 E STRM 100FES 24"IE:980.00 N STRM 800FES 36"IE:980.00 W STRM 301 OCSRE:983.02IE:978.47 S IE:978.09 NE STRM 300FES 18"IE:978.09 SW STRM 700 STRM 101CBMH 48" DIA.4' SUMPNEENAH R-3067-VBRE:985.02IE:980.59 NW IE:980.59 NEIE:983.17 NIE:980.59 S STRM 702 STRM 701 IE:981.82 S STRM 201ERE:994.69IE:983.83 NE STRM 201RE:993.38 IE:982.81 NEIE:982.81 NIE:982.81 SE STRM 201DRE:994.77IE:983.37 E STRM 201ANYLOPLAST DRAIN BASINRE:993.92IE:983.00 WIE:983.00 NIE:983.00 S STRM 203A8" NYLOPLAST DRAIN BASIN COORD W/ ARCH DOWNSPOUTRE:994.18IE:992.50 E STRM 201C RE:995.06IE:985.57 SE STRM 106BRE:985.26 IE:982.60 W STRM 105BRE:985.33 IE:982.54 SW STRM 105A8" NYLOPLAST DRAIN BASIN CONNECT TO FOUNDATIONDRAINTILE SUMP DISCHARGE;COORD W/ MEP AND ARCHRE:985.22IE:982.37 NW IE:982.18 N IE:982.18 SEIE:982.18 SW STRM 104ARE:987.22 IE:982.00 W STRM 102ARE:986.42IE:983.50 NWIE:983.50 S STRM 102BRE:986.76IE:984.28 SE 56 LF - 12" PVC@ 0.50% 5 LF - 8" PVC@ 60.00%980.87980.87980.87LEVEL 1: 995.06 LEVEL B: 985.33 CONTRACTOR TO SEE SHEETS C402-C416 FOR HUDSON BLVDIMPROVEMENTS. 6" PERFORATEDDRAINTILE, T YP. 10.0' STRM 302FES 18" IE:978.50 N STRM 200BRE:987.37IE:982.72 SE STRM 200ATRENCH DRAINRE:981.98 IE:981.23 SWIE:981.23 SE 18 LF - 8" HDPE @ 0.75%STRM 200C RE:994.41IE:982.52 NE 81 LF - 24" HDPE @ 0.75%84 LF - 24" HDPE @ 0.75 % STRM 201BSTRM CORE:993.91IE:984.87 NWIE:984.87 S ST-152RE:987.57IE:981.78 SW STRM 104CRE:985.08IE:982.39 W 982.86982.43982.86982.43 982.43 D PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER 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 PROPOSED STORMWATER MANAGEMENT AREA BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL DELINEATED WETLAND WETLAND BUFFER / SETBACK LIMITS OF DISTRUBANCE MAINTENANCE ACCESS PATH EXISTING CONTOUR PROPOSED CONTOUR925 9XX.XX www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg September 12, 2022 - 10:05am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C508BAW 09/09/2022 JFJ 19.1001.04 STORMWATER MANAGEMENT PLAN NORTHC507 C509 KEYNOTE LEGEND 6" PVC SCH 40 @ 2% MINIMUM ROOF DRAIN CONNECTION, SEE MEP FOR CONTINUATION A B CSAP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . NO PARKING NOPARKINGLEVEL B: VARIES 985 984 984 986 987 988 995991992993994994 9 9 0 98898999199299399098898999199299399 1 992992 988 985 986 993 990992994 996994996 998 1000998980980 9909901000978978 982982 984984 986986 988988 992992992994994 994994994996996996998990 984 986 988 99 2 99 4 CO1.50%1.51%1.93%4. 8 4% 1.68%4.75%1 . 4 7%990988988 988989991 992 993 993 9 9 4 994 994 994 990989 991990 995 989 991 992993994996997 998 990 991 992 993 994 130 LF - 18" HDPE@ 1.00% 108 LF - 12" HDPE @ 0.54% 101 LF - 12" HDPE @ 1.57% 67 LF - 18" HDPE@ 0.44% 99 LF - 15" HDPE@ 0.97% 33 LF - 8" HDPE@ 0.51% 154 LF - 18" HDPE@ 1.00% 41 LF - 12" HDPE@ 3.70%D99 LF - 12" HDPE@ 1.00 % 66 LF - 12" HDPE@ 1.07%44 LF - 15" HDPE@ 1.00%49 LF - 6" PVC@ 2.85% 14 LF - 6" PVC@ 10.91%20 LF - 6" PVC@ 2.00%44 LF - 6" PVC@ 2.00% 12 LF - 6" PVC @ 0.64% 9 LF - 6" PVC@ 31.94% 36 LF - 8" PVC @ 2.57% 7 LF - 6" PVC@ 43.85% 23 LF - 6" PVC@ 1.78% 7 LF - 6" PVC@ 37.95% 10 LF - 6" PVC@ 55.04% 13 LF - 6" PVC@ 1.24% 29 LF - 6" PVC @ 0.57% 58 LF - 8" PVC@ 0.52% 5 LF - 6" PVC@ 5.26% 35 LF - 10" PVC 14 LF - 6" PVC@ 1.76% 24 LF - 8" HDPE@ 2.00% EXIST. 36" RCP CLIII PROPOSED DRAINAGE SWALE @ 2% MIN; PROVIDEPOSITIVE DRAINAGE AWAY FROM RETAINING WALL(TYP.) STRM 203CBMH 48" DIA. (CIR.)NEENAH R-2560RE:993.58IE:989.50 W IE:984.11 NIE:984.11 S STRM 401CBMH 48" DIA. 4' SUMPNEENAH R-3067-VBRE:991.33IE:981.33 EIE:981.33 S STRM 205CBMH 48" DIA.NEENAH R-3067-VBRE:991.49IE:986.95 SEIE:986.95 NW IE:986.95 SW STRM 402CBMH 48" DIA.NEENAH R-3067-VBRE:989.20IE:982.54 EIE:982.54 S IE:982.29 W STRM 404CBMH 48" DIA.NEENAH R-3067-VBRE:987.71IE:984.72 N STRM 403 CBMH 48" DIA.NEENAH R-3067-VBRE:987.05 IE:984.13 SIE:984.13 W STRM 210CB 27" DIA.NEENAH R-2560RE:994.50IE:990.50 SW IE:990.50 SIE:990.50 E STRM 204CBMH 48" DIA.RE:993.29IE:985.64 NE IE:989.00 WIE:985.64 NWIE:985.64 S STRM 405 RE:984.36IE:983.25 SIE:983.25 WIE:983.25 N STRM 206 RE:991.11IE:987.39 NW STRM 406CBMH 48" DIA. (CIR.)NEENAH R-2560 RE:993.91IE:981.04 NIE:988.00 E IE:989.00 SEIE:981.04 W STRM 203A8" NYLOPLAST DRAIN BASIN COORD W/ ARCH DOWNSPOUTRE:994.18IE:992.50 E STRM 210B8" NYLOPLAST DRAIN BASINCONNECT TO FOUNDATIONDRAINTILE SUMP DISCHARGE;COORD W/ MEP AND ARCHRE:995.02IE:991.90 NE STRM 210C8" NYLOPLAST DRAIN BASINCONNECT TO FOUNDATIONDRAINTILE SUMP DISCHARGE; COORD W/ MEP AND ARCHRE:994.72IE:992.00 NE STRM 205ARE:991.67IE:987.36 WIE:987.36 SE STRM 205BRE:992.53IE:988.24 E STRM 405BRE:991.39IE:983.33 NWIE:983.33 E STRM 405C RE:991.79IE:983.57 SE STRM 407RE:994.27IE:988.93 E IE:988.93 SIE:988.93 W STRM 407A RE:994.73IE:992.00 N STRM 408RE:994.31IE:989.34 SIE:989.34 W STRM 408A RE:994.74IE:992.00 N STRM 410ARE:993.28 IE:990.00 NW IE:990.00 NW STRM 107BRE:986.67IE:982.80 S STRM 106BRE:985.26 IE:982.60 W STRM 107RE:986.00IE:982.64 E IE:982.64 NIE:982.64 S STRM 406ARE:994.54IE:992.00 NW STRM 410RE:992.48 IE:984.68 SWIE:984.68 SEIE:984.68 NW STRM 106 RE:983.24IE:982.34 NIE:982.34 EIE:982.34 S STRM 107ARE:986.51IE:982.80 W STRM 209ARE:994.95IE:990.06 E STRM 208A RE:995.03IE:988.78 SE STRM 207CRE:994.77 IE:987.88 SE STRM 207ARE:994.07IE:988.51 SW STRM 209BRE:994.86 IE:990.36 N STRM 207 RE:994.26IE:986.63 NWIE:986.63 NE IE:986.63 WIE:986.63 SE STRM 210A8" NYLOPLAST DRAIN BASINCOORD W/ ARCH DOWNSPOUT RE:994.53IE:992.00 SWIE:991.90 N 13 LF - 6" PVC@ 0.78% 5 LF - 8" PVC@ 60.00%980.87LEVEL 1: 995.06 LEVEL B: 984.00 22 LF - 6" PVC @ 4.00%33 LF - 12" H D P E @ -4.00%14 LF - 6" PVC@ 4.00%STRM 207BRE:994.52 IE:987.54 NWIE:987.54 SE39 LF - 12" HDPE @ 4.00% 9 LF - 6" PVC@ 4.00% 23 LF - 6" PVC @ 4.00% 47 LF - 6" PVC@ 4.00% 17 LF - 8" HDPE@ 1.34% STRM 405ATRENCH DRAINRE:984.17 IE:983.42 SIE:983.42 N 78 LF - 18" HDPE@ 0.31%D PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER 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 PROPOSED STORMWATER MANAGEMENT AREA BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL DELINEATED WETLAND WETLAND BUFFER / SETBACK LIMITS OF DISTRUBANCE MAINTENANCE ACCESS PATH EXISTING CONTOUR PROPOSED CONTOUR925 9XX.XX www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg September 11, 2022 - 3:32pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C509BAW 09/09/2022 JFJ 19.1001.04 STORMWATER MANAGEMENT PLANNORTHC508 C510 KEYNOTE LEGEND 6" PVC SCH 40 @ 2% MINIMUM ROOF DRAIN CONNECTION, SEE MEP FOR CONTINUATION A B CSNO PARKING NOPARKINGSENIOR HOUSING BUILDING LEVEL 1: 995.06 LEVEL B: VARIES 994 990 99299399 0 99 1 992990987987 988 988 989 991 992986980985985985977978979 981 982 983 984985985 973973 986 985 986 987992 993 98 0 97 8 9 8 2 984 98 6 988988 990992992994994996996980982970968972 974974 976976970970966968972972970980990968 972974976978982984 986 988 99 2 99 4 996 996972 980 990 988 980 990 DDD967 970 975 973 974 987 988 989 985982983984986987970968967COCOCOCO9 9 0 98 8 98 9 9 9 1 9 9 2 99 3 1.06%1.57%3.93%1.50% 1 . 4 7%9.33%965.03965.03965.03 965.03 994 994 67 LF - 18" HDPE @ 0.50% 65 LF - 15" HDPE@ 0.75% 78 LF - 12" HDPE@ 0.75% 59 LF - 12" RCP @ 0.84%99 LF - 12" HDPE@ 1.00 %30.0'14 5 . 0 ' 151 LF - 15" RCP@ 1.25% 49 LF - 6" PVC@ 2.85% 14 LF - 6" PVC @ 10.91% 9 LF - 6" PVC @ 4.00% 36 LF - 8" PVC@ 4.00% 7 LF - 6" PVC @ 43.85% 23 LF - 6" PVC @ 4.00% 10 LF - 6" PVC @ 3.00% 8 LF - 6" PVC@ 3.00% 41 LF - 6" PVC@ 2.00% 19 LF - 6" PVC@ 2.00% 38 LF - 8" PVC@ 2.00% 28 LF - 6" PVC@ 2.00% 10 LF - 6" PVC@ 2.00% 13 LF - 6" PVC @ 2.00% 29 LF - 6" PVC@ 2.00% 58 LF - 8" PVC@ 2.00% 5 LF - 6" PVC @ 5.26% 30 LF - 8" PVC@ 2.00%970985 967968969971971 972984 986 987 988 989 47 L F - 8 " H D P E @ 3 . 0 0 % 24 LF - 8" HDPE @ 3.00%34 LF - 8" HDPE@ 3.00% CENTERLINE OF STREAM 25' SHORELINEIMPACT ZONE EXIST. 36"RCP CLIII EXIST. 36" RCP FESINV. 974.0 SWWD 25' WETLANDMANAGE 2 SETBACK BMP #2UNDERGROUND STORMWATER W/ IRON-ENHANCED SAND FILTRATIONCONTECH 60" PERFORATED CMP (ORAPPROVED EQUAL) TOTAL VOLUME: 21,368 CFIRON ENHANCED SAND IE: 978.75DRAIN TILE IE: 978.99 STONE IE: 980.25PIPE IE: 980.75TOP OF PIPE: 985.75 TOP STONE: 986.25100 YR HWL: 984.93 EXIST. 36" RCP CLIII EXIST. 18" RCP FESINV. 982.58 18" RCP FESINV. 974.19 EXISTING WETLAND EXIST. NWL: 974.00EXIST. HWL: 976.30PROP. HWL (100-YR RAINFALL): +/- 977.81 PROP. HWL (10 DAY 100-YR SNOWMELT): +/- 977.62 PROPOSED DRAINAGESWALE @ 2% MIN; PROVIDEPOSITIVE DRAINAGE AWAYFROM RETAINING WALL STRM 401CBMH 48" DIA.4' SUMPNEENAH R-3067-VBRE:991.33IE:981.52 E IE:981.52 S STRM 601OCSRE:988.56 IE:978.50 NW STRM 500STMH 48" DIA. (CIR.)CONNECT TO UNDERGROUNDSTORMWATER SYSTEMNEENAH R-1642RE:986.35IE:980.75 SE STRM 502 CBMH 48" DIA.NEENAH R-3067-VBRE:983.59 IE:981.82 N STRM 603 FES 12"IE:978.00 SE STRM 210CB 27" DIA.NEENAH R-2560RE:994.50IE:990.50 SW IE:990.50 SIE:990.50 E STRM 501CBMH 48" DIA.RE:986.09IE:981.24 SE IE:982.74 NEIE:981.24 SIE:981.24 NW STRM 406 CBMH 48" DIA. (CIR.)NEENAH R-2560RE:993.91 IE:981.19 NIE:981.19 EIE:989.00 SEIE:981.19 W STRM 203A8" NYLOPLAST DRAIN BASINCOORD W/ ARCH DOWNSPOUT RE:994.18IE:992.50 E STRM 210B 8" NYLOPLAST DRAIN BASINCONNECT TO FOUNDATIONDRAINTILE SUMP DISCHARGE; COORD W/ MEP AND ARCHRE:995.02IE:991.90 NE STRM 210C8" NYLOPLAST DRAIN BASINCONNECT TO FOUNDATIONDRAINTILE SUMP DISCHARGE;COORD W/ MEP AND ARCH RE:994.72IE:992.00 NE STRM 407 RE:994.27IE:982.64 EIE:988.93 S IE:982.64 W STRM 407ARE:994.73 IE:992.00 N STRM 408RE:994.31IE:983.57 S STRM 408ARE:994.74IE:983.85 N STRM 410ARE:993.28IE:985.31 NW STRM 411ARE:992.67IE:986.13 NW STRM 412ARE:990.83 IE:987.41 N STRM 412RE:990.45IE:987.17 SIE:987.17 NE STRM 501ARE:989.44IE:983.56 SW STRM 503ARE:987.51IE:982.22 W STRM 504 RE:985.58IE:982.60 SEIE:982.60 N STRM 505RE:985.64IE:983.15 E IE:983.15 NW STRM 505ARE:986.12IE:983.36 W STRM 107BRE:986.67 IE:983.22 S STRM 106BRE:985.26IE:982.60 W STRM 503RE:986.23 IE:981.83 SIE:981.83 EIE:981.83 NW STRM 107 RE:986.00IE:983.51 EIE:982.64 NIE:983.51 S STRM 411RE:991.69IE:985.74 SE IE:985.74 SWIE:985.74 NE STRM 406ARE:994.54IE:989.38 NW STRM 410RE:992.48IE:985.02 SW IE:985.02 SEIE:985.02 NW STRM 400STMH 48" DIA (CIR.)CONNECT TO UNDERGROUNDSTORMWATER SYSTEMNEENAH R-1642RE:990.62IE:984.00 SE IE:980.80 E STRM 106RE:983.25IE:982.35 NIE:982.34 E IE:982.35 S STRM 107A RE:986.51IE:983.77 W STRM 209ARE:994.95IE:990.06 E STRM 208ARE:995.03 IE:988.78 SE STRM 207CRE:994.77IE:987.88 SE STRM 207A RE:994.07IE:988.51 SW STRM 209BRE:994.86IE:990.36 N STRM 207RE:994.26 IE:986.63 NWIE:986.63 NEIE:986.63 WIE:986.63 SE STRM 210A 8" NYLOPLAST DRAIN BASINCOORD W/ ARCH DOWNSPOUTRE:994.53 IE:992.00 SWIE:991.90 N 13 LF - 6" PVC@ 0.78% 5 LF - 8" PVC 977.81 22 LF - 6" PVC @ 4.00%33 LF - 12 " H D P E @ -4.00%14 LF - 6" PVC@ 4.00%STRM 207BRE:994.52IE:987.54 NW IE:987.54 SE39 LF - 12" HDPE@ 4.00% 9 LF - 6" PVC @ 4.00% 23 LF - 6" PVC@ 4.00% 47 LF - 6" PVC @ 4.00%78 LF - 18" HDPE@ 0.50%D PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER 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 PROPOSED STORMWATER MANAGEMENT AREA BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL DELINEATED WETLAND WETLAND BUFFER / SETBACK LIMITS OF DISTRUBANCE MAINTENANCE ACCESS PATH EXISTING CONTOUR PROPOSED CONTOUR925 9XX.XX www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg September 12, 2022 - 10:06am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C510BAW 09/09/2022 JFJ 19.1001.04 STORMWATER MANAGEMENT PLANNORTHC511 C509 C507 KEYNOTE LEGEND 6" PVC SCH 40 @ 2% MINIMUM ROOF DRAIN CONNECTION, SEE MEP FOR CONTINUATION A B APPROXIMATELOCATION98897597397497697797897 9 973 981980981 982 983 98697097098 0972972974974976976 97 8 978 98 2 980 982 984 986970968972974974976976970 970966968972972980 9 8 0 972974976978 976 978 980 988 980 990 D988 989 985982983984986970968967977 965.03965.03965.03970 980 972974976978 982 984 986 988 99098899259 LF - 12" RCP@ 0.84% 151 LF - 15" RCP@ 1.25%970985 967968969971971 972979 979 979981982983 984 986 987 CENTERLINE OF STREAM 25' SHORELINEIMPACT ZONE SWWD 25' WETLAND MANAGE 2 SETBACK EXIST. 18" RCP FES INV. 976.21 18" RCP FESINV. 974.19 EXIST. 18" RCP FESINV. 970.88 EXIST. 18" RCP FESINV. 972.92 ORDINARY HIGH WATERLEVEL AS DELINEATED 11/2019 EXISTING WETLANDEXIST. NWL: 974.00EXIST. HWL: 976.30 PROP. HWL (100-YR RAINFALL): +/- 977.81PROP. HWL (10 DAY 100-YR SNOWMELT): +/- 977.62 CREEK:EXIST. HWL: 965.11PROP. HWL (100-YR RAINFALL): +/- 965.03 PROPOSED DRAINAGESWALE @ 2% MIN; PROVIDEPOSITIVE DRAINAGE AWAY FROM RETAINING WALL STRM 601OCSRE:988.56IE:978.50 NW STRM 500STMH 48" DIA. (CIR.)CONNECT TO UNDERGROUND STORMWATER SYSTEMNEENAH R-1642RE:986.35 IE:980.75 SE STRM 603FES 12"IE:978.00 SE STRM 707 977.81 CONTRACTOR TO SEE SHEETSC402-C416 FOR HUDSON BLVDIMPROVEMENTS. D PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM SEWER 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 PROPOSED STORMWATER MANAGEMENT AREA BMP/WETLAND/CREEK PROPOSED 100-YR HIGH WATER LEVEL DELINEATED WETLAND WETLAND BUFFER / SETBACK LIMITS OF DISTRUBANCE MAINTENANCE ACCESS PATH EXISTING CONTOUR PROPOSED CONTOUR925 9XX.XX www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg September 11, 2022 - 3:33pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C511BAW 09/09/2022 JFJ 19.1001.04 STORMWATER MANAGEMENT PLANNORTHC510 C507 KEYNOTE LEGEND 6" PVC SCH 40 @ 2% MINIMUM ROOF DRAIN CONNECTION, SEE MEP FOR CONTINUATION A B www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg September 11, 2022 - 2:42pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES C512BAW 09/09/2022 JFJ 19.1001.04 STORMWATER DETAILS www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg September 12, 2022 - 10:06am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES ALL JOINTS INMANHOLE TO HAVE"O" RING RUBBER GASKET SECTION A-A PIPE SHALL BE CUTFLUSH WITH INSIDEFACE OF WALL 5" FLOW 18" OUTLET RIM ELEV.983.0 SKIMMER COVER 18" INLET PIPE IE: 979.85 SUBGRADE 100 YR HWL: 982.43 3:1 MAX NATIVE SOILS SEE NOTES ON SHEET C506 BASIN BOTTOM: 980.00 3:1 MA X OUTLET CONTROL STRUCTURE (STRM 300) SEE DETAIL THIS SHEET 18" INLET PIPE 18" INLET PIPE IE: 980.00 PLAN 18" OUTLET FLOW PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETEMANHOLE SECTION 48" DIA. 18" OUTLET PIPE IE: 978.504' SUMPFLOW 18" INLET BMP #1 SURFACE FILTRATION BASIN TYPICAL SECTION N.T.S. BMP #1 OUTLET CONTROL STRUCTURE STRM 300 N.T.S. BMP #2 OUTLET CONTROL STRUCTURE STRM 601 N.T.S. 6" INLET DRAIN TILE IE: 978.74 1.5'SAND IE: 978.50 18" ENGINEERED SOIL MEDIA MODIFIED TO HAVE A MIXTURE BY VOLUME OF 80% SAND COVER MEETING GRADATION REQUIREMENTS OF SPEC. 3128 "FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE" AND 20% MNDOT SPEC 3890 GRADE 2 COMPOST. CONTRACTOR IS TO NOT COMPACT FILTRATION BASIN. 6" DRAINTILE STRM 601OUTLET CONTROL STRUCTURE 15" OUTLET PIPEIE: 978.50 TOP SAND/STONE IE: 980.25 TOP OF PIPE: 985.75 TOP STONE : 986.25 WATER QUALITY VOLUME DEPTH IE: 981.80 PIPE IE :980.75 SAND IE: 978.75 CONNECT 6" DRAINTILE TO OCS ON DOWNSTREAM SIDE OF WEIR WALL, IE: 978.99 1.5' DEPTH IRON-ENHANCED SAND SHALL MEET MNDOT SPECIFICAITON FOR COARSE FILTER AGGREGATE PER 3149.2H 6" PVC SCHEDULE 40 DRAINTILE, SEE DRAINTILE BEDDING DETAIL IE: 978.99 PROVIDE GEOTEXTILE FABRICPER CONTECH REQUIREMENTS STONE TO MEET CONTECH MANUFACTURED RECOMMENDATIONS, NO LIMESTONE (OR RECYCLED CONCRETE) MATERIAL IS ALLOWED, BENEATH, BETWEEN OR IMMEDIATELY ON TOP OF THE CHAMBER SYSTEM TOP OF WEIR WALLELEV: 984.50 PLAN 12" OUTLET FLOW MANHOLE STEPS, 16" O.C. PRECAST CONCRETE MANHOLE BASE PRECAST CONCRETE MANHOLE SECTION48" DIA. WEIR WALL 24" INLET FLOW 24" INLETFLOW6" INLET FLOW WEIR WALL 6" INLETFLOWTOP OF WEIR WALL ELEV: 981.00 #4 REBAR 12" O.C. EW NATIVE SOIL SEE NOTES ON SHEET C501 DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C513BAW 09/09/2022 JFJ 19.1001.04 STORMWATER DETAILS NEENAH R-4996 A8 - HEAVY DUTY TRENCH FRAMES WITH GRATED COVER OR APPROVED EQUAL 1" (TYP.) 2.00%2.00% TRENCH DRAIN SECTION #4@12 OR WWF W14 6"x 6" (MIN As=0.2 IN /FT) 2" CLR. 2" CLR. PERMISSIBLE CONSTRUCTION JOINT - TYP. 6" 4" 18" MAX. 1.0" 8"MAX. 316" GAP 6" TRENCH DRAIN @ B612 CURB TRENCH DRAIN GRATESEE SECTION 8" PIPE TRENCH DRAIN @ PIPE OPENING B612 CURB B612 CURB FINISHED GRADE TRENCH DRAIN PROFILE TRENCH DRAIN @ B612 CURB TRENCH DRAIN SLOPED @ 1.0% MANHOLE STEPS,16" O.C.4' SUMP#4 REBAR 12" O.C. EW 18" INLET 15" ORIFICEIE: 981.80 CSSIG N A G E GENERATORLIFTSTATION958.76INVCMP84LIFTSTATIONAPPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . 0,0 NOPARKING NOPARKINGSENIOR HOUSING BUILDING LEVEL 1: 995.06LEVEL B: VARIES D D D10. 0 'DD D 1 0 . 0 ' 1 4 . 0 '30.00'CO120 LF - PRIVATE 8" PVC @ 4.43% SSWR 104CONSTRUCT MANHOLE OVER EX. SANITARY SEWER(PUBLICLY OWNED AND MAINTAINED)RE:970.16IE:955.00 NEIE:954.83 NWIE:954.83 SE SSWR 103PRIVATE 48" SSWR MHRE:973.03IE:960.42 N IE:960.32 SW 92 LF - 8" PVC@ 4.43% SSWR 102PRIVATE 48" SSWR DROP MH RE:983.00IE:971.44 EIE:964.51 S 73 LF - 8" PVC@ 2.00% SSWR 101PRIVATE CLEANOUTRE:986.98IE:972.90 E IE:972.90 W SSWR 100SANITARY SERVICE RE:987.36IE:973.00 W 30.00'12.00'D12 . 0 0 '38.72'12.00'SSWR MHIE: 959.37(NW) IE: 955.12(SE) 18" RCP FESIE: 965.60 18" RCP FESIE: 966.85 84" CMP FESIE:958.76 12" DIP WATERMAIN SSWR DROP MHRIM: 968.32IE (16" SE): 959.05 IE (8" NW): 954.17IE (16" NE): 952.88 EXIST. SSWR LIFT STATION 16" DIP SANITARY 8" FORCEMAIN 84" CMP STRM SEWER 12" DIP WATERMAIN 12" DIP WATERMAIN 36" RCP CLIII 36" RCP FESINV. 974.0 EXISTING WETLAND SWWD 25' WETLAND MANAGE 2 SETBACK SWWD 50' WETLANDMANAGE 2 SETBACK BMP #1 PROPOSEDSTORMWATERMANAGEMENT BASIN BMP #2 PROPOSED UNDERGROUNDSTORMWATERMANAGEMENT AREA 36" RCP CLIII 8" SANITARY 18" RCP FESINV. 982.58 18" RCP FESINV. 976.13 18" RCP FESINV. 974.19 18" RCP FESINV. 972.58 18" RCP FES INV. 972.92 30" RCP STORM C 6" DOMESTIC WATER SERVICE (PRIVATE) 6" FIRE SERVICE (PRIVATE) CONNECT TO EXISTING 12" WATERMAINWITH 12"x8" TAPPING SLEEVE AND 8" VALVE.WORK TO BE COMPLETED BYAND COORDINATED BY CONTRACTOR. CONTRACTOR TO VERIFY LOCATION,MATERIAL, CONDITION, AND INVERT PROPOSED 8"WATER MAIN PROPOSED 8" WATER MAIN PROPOSED 8"WATER MAIN A A A A A A A A A A A A A A A A A A A A A A A PROPOSED 30' UTILITY EASEMENT PROPOSED 30'UTILITY EASEMENT PROPOSED 30' UTILITYEASEMENT EDGE OFEXISTINGWETLAND SSWD 50'WETLAND BUFFER CENTE RLI N E OF EXISTI N G C R E E K APPR O XI M A T E 25' SHOR E L A N D I M P A C T Z O N E APPRO XI M A T E S H O R E L A N D BUILDI N G S E T B A C K PROPOSED FIREHYDRANT WITH 6" GATEVALVE AND8"X6" REDUCER C C F C C C CC E C D COORDINATE ALLUTILITY CONNECTIONS WITH MEP PLANS PROPOSED 10' UTILITY EASEMENT ORDIN A R Y HI G H W A T E R LEVEL A S D ELI N E A T E D 11/ 2 0 19 PROPOSED TRANSFORMERPAD; COORD W/MEP 15" PVCSANITARYA 12" DIP WATERMAIN A 15" RCP STORM A 15" RCP STORM A AA EX. SSWR MHASJUST RIM: 973.52 IE (15" SE): ±962.77IE (15" NE): ±962.77 STORM MHRIM: 981.80IE (18" SE): ±977.40 A STORM MHRIM: 978.72IE (18" SE): ±974.24 A B C J K L K PROPOSED 30'UTILITY EASEMENT CONNECT TO EXISTING 8" DIP STUBWITH TAPPING SLEEVE AND 8" VALVE; WORK TO BE COMPLETED BYAND COORDINATED BY CONTRACTOR.CONTRACTOR TO VERIFY LOCATION, MATERIAL, CONDITION, AND INVERT M O P N Q Q Q Q Q B C G Q C E PROPOSED FIREHYDRANT WITH 6"GATEVALVE AND 8"X6" REDUCER S S PROPOSED 5' DRAINAGE& UTILITY EASEMENT T T T T T T T T T T 8" PVCSANITARY 12" DIPWATERMAIN 8" PVCSANITARY 8" PVCSANITARY A 30.00'G T H www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg September 11, 2022 - 2:43pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES UTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSEDUTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP6" PVC SCHEDULE 40 PER ASTM D-1785DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE PER CITY OF LAKE ELMO ENGINEERING DESIGN CITY STANDARDS::4" AND LARGER DUCTILE IRON PIPE CLASS 52 PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS ANDPROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICALCLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.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 LINE SHALL BE SCH. 40OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THECROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS ASREQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKE ELMOAND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWERLINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES 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 RELIEDON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITYCOMPANIES 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 EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONSREQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTSAND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. ALL WATERMAINS AND HYDRANTS PLACED WITHIN THE DEVELOPMENT WILL REMAIN CITY OWNED AND OPERATED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. 22. ALL FIRE HYDRANTS TO BE OWNED AND MAINTAINED BY THE CITY.NORTHKEYNOTE LEGEND PROTECT IN PLACE EXISTING UTILITY 8"X8" TEE AND 8" GATEVALVE 8" WATERMAIN BEND FIRE HYDRANT ASSEMBLY, PROVIDE 8"X6" TEE, 6" WATERMAIN AND 6" GATEVALVE FIRE HYDRANT ASSEMBLY, PROVIDE 6" BEND, AND 6" WATERMAIN 8"X6" TEE AND 6" GATE VALVE 6" WATERMAIN BEND 8"X8" TEE NOT USED PROPOSED GAS METER. REFERENCE MEP PLANS FOR LOCATION AT BUILDING PROPOSED GAS SERVICE. REFERENCE MEP PLANS FOR ENTRY AT BUILDING CONNECT GAS TO EXISTING GAS MAIN; COORD W/ UTILITY PROVIDER PROPOSED ELECTRIC SERVICE. REFERENCE MEP PLANS FOR CONNECTION ATTRANSFORMER CONNECT ELECTRIC TO EXISTING POWER; COORD W/ UTILITY PROVIDER PROPOSED COMMUNICATIONS SERVICE. REFERENCE MEP PLANS FOR ENTRY ATBUILDING CONNECT COMMUNICATIONS TO EXISTING FIBER; COORD W/ UTILITY PROVIDER ALL SMALL/DRY UTILITIES FOR SERVING FACILITY ARE NOT PERMITTED WITHIN 10FEET OF THE CITY WATERMAIN AND MAY ONLY CROSS PERPENDICULAR TO CITY WATERMAIN FIRE DEPARTMENT CONNECTION - SEE MEP PLANS CONDUIT FOR ELECTRIC VEHICLE CHARGING - SEE MEP PLANS SEWER/WATERMAIN CROSSING, PROVIDE MINIMUM 18" VERTICAL SEPARATION,WHEN SEWER CROSSES ABOVE WATER, THE PIPE SHALL BE PVC SCHEDULE 40PER ASTM D-1785, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED AT THE CROSSING AS POSSIBLE. 2" INSULATION REQUIRED AT STORM/WATERCROSSINGS. NOT USED A B C D E F G H I J K L M N O P Q R S T U SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED LIGHTED BOLLARD; REFER TO MEP PLANS LIGHT POLE; REFER TO MEP PLANS FLOOD LIGHT; REFER TO MEP PLANS DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C600BAW 09/09/2022 JFJ 19.1001.04 UTILITY PLAN WATERMAIN NOTES: 1. ALL WATERMAIN SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MOST CURRENTEDITION OF THE CEAM SPECIFICATIONS.2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES. 3. CONTRACTOR SHALL COORDINATE ALL UTILITY IMPACTS WITH APPROPRIATE UTILITIES.4. MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL.5. THE CONTRACTOR SHALL PROVIDE 48 HOURS ADVANCE NOTICE AND COORDINATE ANYPROPOSED WATER SERVICE INTERRUPTIONS WITH THE DEPARTMENT OF PUBLIC WORKS. UNDER NO CIRCUMSTANCES SHALL WATER SERVICE TO ANY BUSINESS BE SHUT OFFDURING NORMAL BUSINESS HOURS 7:00AM TO 6:00PM.6. WATERMAIN PIPE SHALL BE ENCASED IN POLYETHYLENE. 7. ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.S.A1. ALL FITTINGS SHALL BEDUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BEINSTALLED UTILIZING COR-BLUE NUTS & BOLTS.8. GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 ORAPPROVED EQUAL. GATE VALVES MUST COMPLY WITH CEAM 2PEC 2611.S.C.2.9. BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR APPROVED EQUAL. BUTTERFLYVALVES SHALL COMPLY WITH CEAM SPEC. 2611.2.C3. 10. BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL.11. HYDRANTS SHALL BE WATEROUS "PACER", MODEL WB-67 OR APPROVED EQUAL, FITTEDWITH FH 800 SERIES FLEX STAKE AND PAINTED RED. 12. HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 (I.E.) HOSE CONNECTIONS ANDONE 4" STORZ NOZZLE (MODEL WB-67) AND PENTAGON NUT END CAP.13. ALL LANDSCAPING DAMAGED OR REMOVED AS A RESULT OF WATERMAIN CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO EXISTING OR BETTER CONDITION. (INCIDENTAL) 14. CONTRACTOR TO MAINTAIN 7.5' COVER OVERALL WATERMAIN, INCLUDING HYDRANTLEAD. CONTRACTOR TO NOTIFY ENGINEER IF HYDRANT LEAD COVER IS INSUFFICIENT. *CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL UTILITIES WITHIN CONSTRUCTIONLIMITS FOR HUDSON BOULEVARD AND EAGLE POINT BOULDEVARD PRIOR TOCONSTRUCTION* *ALL SMALL/DRY UTILITIES FOR SERVING FACILITY (I.E. GAS/ ELECTRIC/ FIBER/ TELEPHONE/ CABLE/ ETC) WILL NOT BE PERMITTED WITHIN 10 FEET OF THE CITY WATERMAIN AND MAY ONLY CROSSPERPENDICULAR TO CITY WATERMAIN* www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:44pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C700BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILSNOT FOR CONSTRUCTION www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:44pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NOTE: PAVEMENT SECTIONS ARE PROVIDED FOR REFERENCE ONLY. REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION, AND COMPACTION REQUIREMENTS DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C701BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILSNOT FOR CONSTRUCTION www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:44pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C702BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILSNOT FOR CONSTRUCTION"NO PARKING FIRE LANE" SIGNAGE PER MUTCD R8-31 1'-0" MIN. 1'-6" MIN. 3'-6" 2'-0" MIN. 7'-0" MIN. 12"18"12"18"12"18" www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:44pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C703BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILSNOT FOR CONSTRUCTION www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:44pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C704BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILSNOT FOR CONSTRUCTION www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:45pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C705BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILSNOT FOR CONSTRUCTION www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg September 11, 2022 - 2:45pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE 01/10/2022 46610 C706BAW 09/09/2022 JFJ 19.1001.04 CIVIL DETAILS 7° RETAINING WALL CAP PERMANUFACTURER'S RECOMMENDATIONS 1.0' 1.5% PROPOSED LANDSCAPE, SEE LANDSCAPE PLAN SEE LANDSCAPE PLAN SLOPE PER PLAN HEIGHT VARIES48" MAX4'-0"FENCE/RAILING TO MEET CODEREQUIREMENTS FOR ALL WALLSTALLER THAN 30". CONFIRM TYPEAND COLOR WITH OWNER BELGARD ANCHOR DIAMOND PRO OR APPROVED EQUAL, LUEDERS GRAY SLOPES VARY (MAX. 4:1), SEE GRADING PLAN *DETAIL PROVIDED FOR REFERENCE ONLY, FINAL WALL TO BE DESIGNED AND CONSTRUCTED PER MANUFACTURERS DETAILS GRANULAR LEVELING PAD,MINIMUM 6" THICK PERMANUFACTUERS DETAIL NATIVE SOIL 12" THICK MIN. DRAINAGEAGGREGATE PERMANUCTURERS DETAIL NOT FOR CONSTRUCTION*DETAIL PROVIDED FOR REFERENCE ONLY, FINAL WALL TO BE DESIGNED AND CONSTRUCTED PER MANUFACTURERS DETAILS CONTRACTOR TO PROVIDE SHOP DRAWINGS FROM WALL CONTRACTOR. *DETAIL PROVIDED FOR REFERENCE ONLY, FINAL WALL TO BE DESIGNED AND CONSTRUCTED PER MANUFACTURERS DETAILS CONTRACTOR TO PROVIDE SHOP DRAWINGS FROM WALL CONTRACTOR. *DETAIL PROVIDED FOR REFERENCE ONLY, FINAL WALL TO BE DESIGNED AND CONSTRUCTED PER MANUFACTURERS DETAILS CONTRACTOR TO PROVIDE SHOP DRAWINGS FROM WALL CONTRACTOR. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\T1-TC DETAILS.dwg September 11, 2022 - 2:45pmBYREVISIONSNo.DATE1MNDOT DRAINAGE01/19/22 MJS2RFI 01 RESPONSE03/31/22 MJS3RFI 02 RESPONSE04/28/22 MJS4CIVIL ADDENDUM04/29/22 MJS5CROSSROADS DOCK REVISIONS 07/01/22 MJS6LAUNCH DOCK REVISIONS07/28/22 MJS7RFI 06 08/11/22 MJSPREPARED FORTRAFFICCONTROLDETAILSC800AMIRA LAKE ELMOLAKE ELMOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,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.JOEL A. HINNENKAMP, P.E.7/16/2153081DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT19.1001.0404/01/2022AS SHOWNALPALPJAHLAUNCH PROPERTIES/CROSSROADS PROPERTIES This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\T1-TC DETAILS.dwg September 11, 2022 - 2:45pmBYREVISIONSNo.DATE1MNDOT DRAINAGE01/19/22 MJS2RFI 01 RESPONSE03/31/22 MJS3RFI 02 RESPONSE04/28/22 MJS4CIVIL ADDENDUM04/29/22 MJS5CROSSROADS DOCK REVISIONS 07/01/22 MJS6LAUNCH DOCK REVISIONS07/28/22 MJS7RFI 06 08/11/22 MJSPREPARED FORTRAFFICCONTROLDETAILSC801AMIRA LAKE ELMOLAKE ELMOMNLAUNCH PROPERTIES/CROSSROADS PROPERTIESDATE:I HEREBY CERTIFY THAT THIS PLAN,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.JOEL A. HINNENKAMP, P.E.7/16/2153081DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT19.1001.0404/01/2022AS SHOWNALPALPJAH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\T1-TC DETAILS.dwg September 11, 2022 - 2:45pmBYREVISIONSNo.DATE1MNDOT DRAINAGE01/19/22 MJS2RFI 01 RESPONSE03/31/22 MJS3RFI 02 RESPONSE04/28/22 MJS4CIVIL ADDENDUM04/29/22 MJS5CROSSROADS DOCK REVISIONS 07/01/22 MJS6LAUNCH DOCK REVISIONS07/28/22 MJS7RFI 06 08/11/22 MJSPREPARED FORTRAFFICCONTROLDETAILSC802AMIRA LAKE ELMOLAKE ELMOMNLAUNCH PROPERTIES/CROSSROADS PROPERTIESDATE:I HEREBY CERTIFY THAT THIS PLAN,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.JOEL A. HINNENKAMP, P.E.7/16/2153081DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT19.1001.0404/01/2022AS SHOWNALPALPJAH NORTH www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\C7-HUDSON BLVD SIGN-STRIP PLANS.dwg September 11, 2022 - 2:46pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,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. JARED F. JONES, PE XX/XX/2022 46610 C803BAW 09/09/2022 JFJ 19.1001.04 TRAFFIC CONTROL PLAN NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\T1-DETOUR PLAN.dwg September 11, 2022 - 2:47pmBYREVISIONSNo.DATE1MNDOT DRAINAGE01/19/22 MJS2RFI 01 RESPONSE03/31/22 MJS3RFI 02 RESPONSE04/28/22 MJS4CIVIL ADDENDUM04/29/22 MJS5CROSSROADS DOCK REVISIONS 07/01/22 MJS6LAUNCH DOCK REVISIONS07/28/22 MJS7RFI 06 08/11/22 MJSPREPARED FORDETOUR PLANC711AMIRA LAKE ELMOLAKE ELMOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,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.JOEL A. HINNENKAMP, P.E.7/16/2153081DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT19.1001.0404/01/2022AS SHOWNALPALPJAHLAUNCH PROPERTIES/CROSSROADS PROPERTIES 0,0 NO PARKING NOPARKINGSENIOR HOUSING BUILDINGLEVEL 1: 995.06 LEVEL B: VARIES SURVEY LINEPOINT NOT TANGENT SIG N A G E GENERATORINV.=977.74100 1 0 0 8080 60 (PRIVATE STREET)LIFTSTATIONPOINT NOT TANGENT958.76INVCMP84100 1 0 0 LIFTSTATIONINV.=964.47(NE)INV.=963.91(NW)INV.=956.43(NW&SE)APPROXIMATELOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATIONAPPROXIMATE LOCATION PIN No. 33-029-21-44-0007Owner: HSRE-MN HIGH POINTE LLCAddress: 8650 HUDSON BLVD N AP P R O X I M A T E L O C A T I O N O F F L O O D L I N E PE R F E M A F L O O D I N S U R A N C E R A T E M A P . SU B J E C T T O S C A L E U N C E R T A I N T Y . A C B A B AC B B A C C C C C C A B C C A B A B A PROPOSED COMMUNITY GARDEN AREA - SEE DETAIL ONSHEET L103 PROPOSED GAZEBO PROPOSED PLANTER BOXES (3 WILSHIRE COLLECTION BY TOURNESOL SITEWORKS -MODEL # WR-603630 - OWNER TO CONFIRM PLANTER COLOR. OWNER TO PROVIDE ANNUALS/PLANTS) MONUMENT SIGN (BY OTHERS) PROPOSED 30' UTILITY EASEMENT PROPOSED 10'UTILITY EASEMSENT PROPOSED ROW DEDICATION PROPOSED 30' UTILITY EASEMENT PROPOSED FIRE PIT (COORDINATE WITH MEP PLANS, OWNER TO CONFIRM FIRE PIT TYPE) ENLARGEMENTSEE SHEET L101 ENLARGEMENT SEE SHEET L102 DECK AND STAIRS -SEE ARCH PLANS FLAG POLE AND LIGHT - SEE ARCH AND ELECTRICAL PLANS A B C D LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) ROCK MULCH (TYP.) HEMEROCALLIS X `SUNDAY GLOVES` UNDERSTORY TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE DPB 3 BETULA PLATYPHYLLA `FARGO`DAKOTA PINNACLE BIRCH B & B 1.5" CAL RDB 7 MALUS `PRAIRIE FIRE`PRAIRIE FIRE CRABAPPLE B & B 2.5" CAL. RVB 6 BETULA NIGRA RIVER BIRCH B & B, CLUMP 8` HT. SSC 6 MALUS `SPRING SNOW`SPRING SNOW CRABAPPLE B & B 2.5" CAL. CONIFEROUS TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 18 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT. CHL 10 TSUGA CANADENSIS CANADIAN HEMLOCK B & B 8` HT. WHP 19 PINUS STROBUS WHITE PINE B & B 8` HT. PLANT SCHEDULE OVERSTORY TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 14 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. FFM 16 ACER SACCHARUM `FALL FIESTA`FALL FIESTA MAPLE B & B 2.5" CAL. NPO 9 QUERCUS ELLIPSOIDALIS NORTHERN PIN B & B 2.5" CAL. QAP 26 POPULUS TREMULOIDES QUAKING ASPEN B & B 2.5" CAL. RML 14 TILIA AMERICANA `REDMOND`REDMOND LINDEN B & B 2.5" CAL. SWO 25 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. LANDSCAPE LEGEND EXISTING TREE (TYP.) EDGER (TYP.) STORMWATER SEED MIX 33-261 WITH EROSION CONTROL BLANKETS SECURED IN PLACE FENCING - OWNER/ARCHITECT TO CONFIRM TYPE AND HEIGHT SITE LIGHTING - SEE ELECTRICAL PLANS APPROXIMATE LIMITS OF SOD / IRRIGATION,SOD ALL DISTURBED AREAS (TYP.) OUTCROPPING BOULDERS, 3-4' DIAM (TYP.) www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg September 12, 2022 - 10:38am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES AND CONTRACTOR TO LOCATE ANYEXISTING PRIVATE 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 BEENCOMPLETED 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. CITY TO APPROVE SUBSTITUTIONS PRIOR TO PLACEMENT OF PLANT MATERIAL. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONEYEAR GUARANTEE COMMENCING UPON PLANTING. CONTRACTOR TO PROTECT AND MAINTAINALL PLANTINGS AND PLANT BEDS UNTIL THE END OF THE WARRANTY PERIOD. 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 WIDTHRATIO 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. ALL TREE LOCATIONS TO BE FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TOCOORDINATE FIELD REVIEW OF PROPOSED TREE LOCATIONS WITH THE CITY AND LANDSCAPEARCHITECT PRIOR TO ANY TREE INSTALLATION. 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 FLAIR IS LOCATED AT THETOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVEDDOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED,THE ROOT COLLAR/ROOT FLAIR 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 CORRECTPOOR 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. 16. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONSPRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FORTHE NEED OF ANY SOIL AMENDMENTS. 17. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 18. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE ANDSHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH.DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. OWNER TO CONFIRM MULCH COLOR. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. ROCK MULCH TYPE TO BE DETERMINED BY OWNER, 1.5" - 2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 19. EDGING TO BE COMMERCIAL GRADE POLY EDGING OR SPADED EDGE, AS INDICATED. UTILIZECURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDEV-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. 20. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BESTANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALLTOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IFNOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 21. PROVIDE IRRIGATION TO ALL PLANTED AND SODDED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE IRRIGATION PLAN AND 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 TWO-YEARWARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION ANDSCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 22. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THEPLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 24. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25. APPLY PRE-EMERGENT HERBICIDE PREEN (OR APPROVED EQUAL) IN ANNUAL, PERENNIAL, AND SHRUB BEDS FOLLOWED BY SHREDDED HARDWOOD MULCH. 26. CONTRACTOR TO CONFIRM WATER AND POWER SUPPLY LOCATIONS AND DETAILS WITHGENERAL CONTRACTOR FOR IRRIGATION SYSTEM. 27. CONTRACTOR SHALL MAINTAIN ALL PLANTS AND TURF PER THE MANUFACTURERS'INSTRUCTIONS THROUGHOUT THE GUARANTEE PERIOD. 28. OWNER OR CONTRACTOR TO BROADCAST PRE-EMERGENT HERBICIDE (PREEN OR APPROVED EQUAL) TWO TIMES PER YEAR ACROSS ALL PLANTING BEDS AND SHALL INSTALL NEW MULCH AS NEEDED FOR PERPETUITY. 29. SEE ELECTRICAL PLANS FOR SITE LIGHTING. 30. COORDINATE WAYFINDING SIGNAGE WITH ARCHITECT AND OWNER. 31. OWNER TO CONFIRM ROCK/MULCH TYPE FOR ALL PLANTERS AND PLANTING BEDS. 34. OWNER/ARCHITECT TO CONFIRM SITE FURNISHINGS, SUCH AS BIKE RACKS, BENCHES, ANDTRASH/RECYCLING RECEPTACLES.35. OWNER TO CONFIRM DETAILS FOR PICKLE BALL COURT, COMMUNITY GARDEN, FIRE PIT, ANDPLANTER BOXES WITH LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFOREORDERING ANY MATERIALS.36. SEE MEP PLANS FOR CONDENSERS, TRANSFORMERS, GENERATOR AND ALLMECHANICAL/ELECTRICAL ITEMS. 37. PLANTER BOXES SHALL INCLUDE SOIL MIX WITH INSTALLATION. OWNER TO PROVIDE ANNUALS/PLANTS FOR PLANTER BOXES. LANDSCAPE NOTES LANDSCAPE SUMMARY LANDSCAPE ORDINANCE REQUIREMENTS 1,640 LIN. FT./50 = 33 TREES 11.7 ACRES X 5 = 59 TREES 92 TREES TREE MITIGATION REQUIREMENTS 8 COMMON TREES + 52 HARDWOOD TREES 60 TREES INTERIOR PARKING LOT REQUIREMENTS 79 PARKING SPACES/10 8 TREES PERIMETER PARKING LOT REQUIREMENTS 450 LF/50 9 TREES TOTAL TREES REQUIRED 92 + 60 + 8 + 9 TREES 169 TREES PROPOSED TREES OVERSTORY TREES + UNDERSTORY TREES + CONIFEROUS TREES 173 TREES NORTHMITIGATION TREE SUMMARY REQUIRED PROPOSED COMMON TREES 8 67 CONIFERS 0 47 HARDWOOD TREES 52 59 DATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L100PWB 09/09/2022 MCG 19.1001.04 LANDSCAPE PLAN 1 11 1 LANDSCAPE LEGEND EXISTING TREE (TYP.) EDGER (TYP.) STORMWATER SEED MIX 33-261 WITH EROSION CONTROL BLANKETS SECURED IN PLACE FENCING - OWNER/ARCHITECT TO CONFIRMTYPE AND HEIGHT SITE LIGHTING - SEE ELECTRICAL PLANS APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) OUTCROPPING BOULDERS, 3-4' DIAM (TYP.) 0,0 977.57FNDIP15480973.00SETIP41578 970.57FNDIP.5969.94SETIP41578969.20FNDIP8612GENERATORLIFTSTATIONLIFTSTATIONPAVEMENT STRIPES (TYP.)DD DD PROPOSED COMMUNITY GARDEN AREA - SEE DETAILON SHEET L103 PROPOSED GAZEBO PROPOSED PLANTER BOXES (3 WILSHIRE COLLECTION BY TOURNESOL SITEWORKS - MODEL # WR-603630 - OWNER TO CONFIRM PLANTER COLOR. OWNER TO PROVIDE ANNUALS/PLANTS) PROPOSED 10' UTILITY EASEMSENT PROPOSED FIRE PIT (COORDINATE WITH MEP PLANS, OWNER TO CONFIRM FIRE PIT TYPE) SWO QUERCUS BICOLOR SWAMP WHITE OAK CONIFEROUS SHRUBS BOTANICAL NAME COMMON NAMEBCJJUNIPERUS HORIZONTALIS `BLUE CHIP`BLUE CHIP JUNIPER BUJ JUNIPERUS SABINA `BUFFALO`BUFFALO JUNIPER GGJ JUNIPERUS VIRGINIANA `GREGUARD` TM GREY GUARDIAN JUNIPER TGA THUJA OCCIDENTALIS `BAILJOHN` TM TECHNITO GLOBE ARBORVITAE TTY TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME ANH HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA BLC ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY CAV VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM DAW SALIX PURPUREA `NANA`DWARF ARCTIC WILLOW DKL SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC GGD CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC LDN PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK RTD CORNUS SERICEA `BAILADELINE` TM FIREDANCE RED TWIG DOGWOOD PERENNIALS BOTANICAL NAME COMMON NAMEAJSSEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS KOL LIATRIS SPICATA `KOBOLD`KOBOLD ORIGINAL MOO ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL ONION NMF ADIANTUM PEDATUM NORTHERN MAIDENHAIR FERN PDS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED RAS ASTILBE JAPONICA `RHINELAND`RHINELAND ASTIBLE SGD HEMEROCALLIS X `SUNDAY GLOVES`SUNDAY GLOVES DAYLILY PLANT KEY www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg September 12, 2022 - 10:39am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES SOUTH END LANDSCAPE ENLARGEMENT SCALE: 1"=20'L1011 NORTHDATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L101PWB 09/09/2022 MCG 19.1001.04 LANDSCAPE ENLARGEMENT NO PARKING NOPARKING992.45FNDIP16456982.87SETIP41578986.52SETIP41578983.28FNDIP16456INV.=977.7480 60 (PRIVATE STREET)D DPROPOSED PLANTER BOXES (3 WILSHIRE COLLECTION BY TOURNESOL SITEWORKS - MODEL # WR-603630 - OWNER TO CONFIRM PLANTER COLOR. OWNER TO PROVIDE ANNUALS/PLANTS) MONUMENT SIGN (BY OTHERS) PROPOSED ROW DEDICATION DECK AND STAIRS - SEE ARCH PLANS FLAG POLE AND LIGHT - SEE ARCH ANDELECTRICAL PLANS LANDSCAPE LEGEND EXISTING TREE (TYP.) EDGER (TYP.) STORMWATER SEED MIX 33-261 WITH EROSION CONTROL BLANKETS SECURED IN PLACE FENCING - OWNER/ARCHITECT TO CONFIRM TYPE AND HEIGHT SITE LIGHTING - SEE ELECTRICAL PLANS APPROXIMATE LIMITS OF SOD / IRRIGATION,SOD ALL DISTURBED AREAS (TYP.) OUTCROPPING BOULDERS, 3-4' DIAM (TYP.) PLANT KEY SWO QUERCUS BICOLOR SWAMP WHITE OAK CONIFEROUS SHRUBS BOTANICAL NAME COMMON NAME BCJ JUNIPERUS HORIZONTALIS `BLUE CHIP`BLUE CHIP JUNIPER BUJ JUNIPERUS SABINA `BUFFALO`BUFFALO JUNIPER GGJ JUNIPERUS VIRGINIANA `GREGUARD` TM GREY GUARDIAN JUNIPER TGA THUJA OCCIDENTALIS `BAILJOHN` TM TECHNITO GLOBE ARBORVITAE TTY TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME ANH HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA BLC ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY CAV VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM DAW SALIX PURPUREA `NANA`DWARF ARCTIC WILLOW DKL SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC GGD CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD GLS RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC LDN PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK RTD CORNUS SERICEA `BAILADELINE` TM FIREDANCE RED TWIG DOGWOOD PERENNIALS BOTANICAL NAME COMMON NAME AJS SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS KOL LIATRIS SPICATA `KOBOLD`KOBOLD ORIGINAL MOO ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL ONION NMF ADIANTUM PEDATUM NORTHERN MAIDENHAIR FERN PDS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED RAS ASTILBE JAPONICA `RHINELAND`RHINELAND ASTIBLE SGD HEMEROCALLIS X `SUNDAY GLOVES`SUNDAY GLOVES DAYLILY www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg September 12, 2022 - 10:40am2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES NORTH END LANDSCAPE ENLARGEMENT SCALE: 1"=20'L1021 NORTHDATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L102PWB 09/09/2022 MCG 19.1001.04 LANDSCAPE ENLARGEMENT 1 UNDERSTORY TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE DPB 3 BETULA PLATYPHYLLA `FARGO`DAKOTA PINNACLE BIRCH B & B 1.5" CAL RDB 7 MALUS `PRAIRIE FIRE`PRAIRIE FIRE CRABAPPLE B & B 2.5" CAL. RVB 6 BETULA NIGRA RIVER BIRCH B & B, CLUMP 8` HT. SSC 6 MALUS `SPRING SNOW`SPRING SNOW CRABAPPLE B & B 2.5" CAL. CONIFEROUS TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 18 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT. CHL 10 TSUGA CANADENSIS CANADIAN HEMLOCK B & B 8` HT. WHP 19 PINUS STROBUS WHITE PINE B & B 8` HT. OVERSTORY TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 14 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. FFM 16 ACER SACCHARUM `FALL FIESTA`FALL FIESTA MAPLE B & B 2.5" CAL. NPO 9 QUERCUS ELLIPSOIDALIS NORTHERN PIN B & B 2.5" CAL. QAP 26 POPULUS TREMULOIDES QUAKING ASPEN B & B 2.5" CAL. RML 14 TILIA AMERICANA `REDMOND`REDMOND LINDEN B & B 2.5" CAL. SWO 25 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. CONIFEROUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING BCJ 3 JUNIPERUS HORIZONTALIS `BLUE CHIP`BLUE CHIP JUNIPER #5 CONT.5` O.C. BUJ 64 JUNIPERUS SABINA `BUFFALO`BUFFALO JUNIPER #5 CONT. GGJ 25 JUNIPERUS VIRGINIANA `GREGUARD` TM GREY GUARDIAN JUNIPER #5 CONT. TGA 51 THUJA OCCIDENTALIS `BAILJOHN` TM TECHNITO GLOBE ARBORVITAE #5 CONT. TTY 104 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.4` OC DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING ANH 25 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 40 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. CAV 19 VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM #5 CONT.6" O.C. DAW 31 SALIX PURPUREA `NANA`DWARF ARCTIC WILLOW #5 CONT.4` O.C. DKL 16 SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC #5 CONT.5` O.C. GGD 8 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.3` O.C. GLS 65 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. LDN 33 PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL NINEBARK #1 CONT. RTD 120 CORNUS SERICEA `BAILADELINE` TM FIREDANCE RED TWIG DOGWOOD #5 CONT.4` O.C. PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING AJS 135 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT 18" o.c. BES 136 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" o.c. KFG 247 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" o.c. KOL 99 LIATRIS SPICATA `KOBOLD`KOBOLD ORIGINAL #1 CONT.18" o.c. MOO 176 ALLIUM X `MILLENIUM`MILLENIUM ORNAMENTAL ONION #1 CONT 18" o.c. NMF 93 ADIANTUM PEDATUM NORTHERN MAIDENHAIR FERN #1 CONT 18" o.c. PDS 177 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" o.c. RAS 406 ASTILBE JAPONICA `RHINELAND`RHINELAND ASTIBLE #1 CONT 18" o.c. SGD 306 HEMEROCALLIS X `SUNDAY GLOVES`SUNDAY GLOVES DAYLILY #1 CONT 20" o.c. PLANT SCHEDULE www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg September 11, 2022 - 2:51pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL 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 REDIRECTAND 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 UNLESSSOIL 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 ORTHOROUGHLY COMPACTED PLANTING SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT OR UPTO 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 TOPTWO HORIZONTAL RINGS WHICHEVER ISGREATER. REMOVE ALL BURLAP AND NAILS FROMTHE 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 SECONDWATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACINGAS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTHA MINIMUM OF 6" BEYONDTHE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1031 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1032 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BYVALEEY VIEW SPECIALTIES CO.USE 20 FT. LENGTHS. USEKNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDEANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE ATSHRUBS/ PERENNIALS, 1" BELOW TOPOF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1034SPADED EDGE DETAIL SCALE: 1-1/2"=1'L1033 MULCH AT PLANTING AREA SPADED EDGE "V" SHAPED, 4" WIDTH,4" DEPTH, MORE VERTICAL ON LAWN SIDE LAWN GRASS FINISHED GRADE DATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L103MPI 09/09/2022 MGC 19.1001.04 LANDSCAPE DETAILS RAISED PLANTER DETAIL SCALE: N.T.S.L1035 BROWN TREATED REFER TO GEOTECH FORSUBGRADE RECOMMENDATIONS 1 www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg September 11, 2022 - 2:53pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES DATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L104PWB 09/09/2022 MCG 19.1001.04 CITY LANDSCAPE DETAILS N90°00'00"W110.70N27°34' 2 7 " W 2 5 8. 4 3 N34 ° 2 3 ' 2 9 " E 1 7 1 . 1 9 S86°38'35"E133.86290.00 228.44362.50 CSC. BRG .=N 62 ° 21 ' 47 "ECHORD=26 7 .1 4C.BRG.=S47°01'01"E CHORD=342.57C.BRG.=N83°51'07"ECHORD=122.39958.76INVCMP84B A BA A A 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 1920 2122 23 24 26 27 28 29 30 3132 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 6465 66 67 68 6970 7172 7374 75 76 77 78 79 80 81 82838485 86 87 88 8990 91 92 93 94 95 9697 98 99 100 101 102 103104 105 106 107108 109 110 111 112113114 115116 117 118 119120 121122 123 124 125 126 127 128 129 130 131 132 133134 135136 137 138139 140 141 142 143144145146 147148 149 150 151152153 154 155 156 157 158 159 160161162 163 164 165 166 167168 169170 171 172 173174 175 176178179180 181 182 183 184 185 186 187 188 189 190 191 192 193194 195 196 197 198 199 200 201 177 D D PROPOSED BUILDING AND SITE FEATURES www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg September 11, 2022 - 2:53pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIESLIMITS OF CONSTRUCTION TREE TO BE REMOVED PROPERTY LINE TREE TO BE SAVED LEGEND TREE PROTECTIONSIGN FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS. CONSTRUCTION LIMITS DRIP LINE SIGNIFICANT TREES TOTAL: COMMON TREES:272 CAL. INCHES CONIFER/EVERGREEN TREES:0 CAL. INCHES HARDWOOD TREES:1,475 CAL. INCHES NUISANCE TREES:1,509 CAL. INCHES TOTAL 3,256 CAL. INCHES TREE REMOVALS:COMMON TREES:108 CAL. INCHESCONIFER/EVERGREEN TREES:0 CAL. INCHES HARDWOOD TREES:365 CAL. INCHES NUISANCE TREES:1,133 CAL. INCHES TOTAL 1,606 CAL. INCHES ________________________________________________________________________ 30% TREE REMOVAL LIMITS: COMMON TREES:32.4 ALLOWED 108 PROPOSEDCONIFER/EVERGREEN TREES: 0 ALLOWED 0 PROPOSEDHARDWOOD TREES:109.5 ALLOWED 365 PROPOSED REMOVALS IN EXCESS OF 30% ALLOWANCE COMMON TREES:75.6 CAL. INCHES CONIFER/EVERGREEN TREES:0 CAL. INCHES HARDWOOD TREES:255.5 CAL. INCHES TOTAL 331.1 CAL. INCHES________________________________________________________________________ TREE REPLACEMENT NEEDED (CAL. INCHES):COMMON TREES (1/4 CAL. INCHES REMOVED): 18.9 CAL. INCHESCONIFER/EVERGREEN TREES:0 CAL. INCHES HARDWOOD TREES (1/2 CAL. INCHES REMOVED): 127.8 CAL. INCHES TREE REPLACEMENT NEEDED (TREE): COMMON TREES (2.5" CAL.):8 TREES CONIFER TREES (6' HT.):0 TREES HARDWOOD TREES (2.5" CAL.):52 TREES 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-LINEWITHOUT APPROVAL IN WRITING FROM CITY. 3. SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVEBEEN 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 LOCALGOVERNMENTAL AUTHORITY. TREE PROTECTION NOTES TEMPORARY TREE PROTECTION FENCE PLACEMENT SCALE: N.T.S.1 KEYNOTE LEGEND EXISTING TREE TO BE SAVED (TYP.) EXISTING TREE TO BE REMOVED (TYP.) LIMITS OF CONSTRUCTION (TYP.) TREE PROTECTION FENCE (SEE DETAIL) (TYP.) A B C D TREE PROTECTION FENCE EXISTING VEGETATION EDGE NORTHDATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L200MPI 09/09/2022 MGC 19.1001.04 TREE INVENTORY AND PRESERVATION PLAN www.lse-architects.com 100 Portland Ave South, Suite 100Minneapolis, MN 55401 612.343.1010 office612.338.2280 fax L S E A R C H I T E C T S , I N C . Project Drawn by Checked by Date Drawing Number Key Plan No.Date Revision Description AMIRA LAKE ELMO HUDSON BOULEVARD LAKE ELMO, MINNESOTA PLANNING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\LSE Architects\Applewood Pointe of Lake Elmo\3 Design\CAD\PlanSheets\L1-TREE INVENTORY AND PRESERVATION PLAN.dwg September 11, 2022 - 2:54pm2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONUNITED PROPERTIES L201NORTHNOTE: ONLY SIGNIFICANT TREES IN THE SUBJECT PROPERTY SHOWN ON PLAN/ INVENTORY. TREE INVENTORY SCHEDULE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE DATE: I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA. MNLIC. NO. MITCHELL G. COOKAS, PLA 01/10/2022 56522 L201MPI 09/09/2022 MGC 19.1001.04 TREE INVENTORY AND PRESERVATION PLAN PAGE 1 OF 1Date:9/9/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.Drawn By: JEFF, SANDYChecked By: ROSSAMIRALAKE ELMO, MNLuminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionArr. WattsCalculation SummaryLum. LumensLabelCalcType4A3Single0.900UnitsAvgEX-LITE ARCH AREA LIGHT: SAL-150W-T3 MOUNTING HEIGHT 18.5FT. POLE 15FT ON A 30IN RAISED BASE15020950MaxMinAvg/MinMax/MinTOTAL SITEIlluminanceFc4A4Single0.900EX-LITE ARCH AREA LIGHT: SAL-150W-T4 MOUNTING HEIGHT 18.5FT. POLE 15FT ON A 30IN RAISED BASE150.899204570.628.40.0N.A.N.A.2A5Single0.900EX-LITE ARCH AREA LIGHT: SAL-150W-T5 MOUNTING HEIGHT 18.5FT. POLE 15FT ON A 30IN RAISED BASE1502201516BSingle0.900EX-LITE: BLRD 22W 42in bollard21.427362CSingle0.900EX-LIGHT CANOPY: HH6-LED-900L-DIM10-MVOLT-WD-40K-90-HH6-6501-CL-WH MOUNTED AT 9FT8.629202DSingle0.900NUVO 62-1613 WALL MOUNT AT APPROX 7FT1090015LSingle0.900EX-LITE: BULLET SHAPPED FLOOD LIGHT GROUND MOUNT 1.61322W1Single0.900EX-LITE SLIM: WPS-120W WALL PACK MOUNTED AT 15FT120155498W2Single0.900EX-LITE SLIM: WPS-35W WALL PACK MOUNTED AT 10FT354498Plan ViewScale: 1 inch= 60 Ft.SDDSSSSEEDDCS0,0202.3'LEVEL B: VARIESLEVEL 1: 995.06SENIOR HOUSING BUILDINGEXISTINGBUILDING22.545691218345678O U T L O T CP A R K 2 N D A D D I T I O NE A G L E P O I N T B U S I N E S SEDGE OF WATEREDGE OF WATER(WATER ELEV. = 978.2 AS OF 7/11/19)EAGLE POINT BUSINESS PARK 3RD ADDITIONEAGLE POINT TOWNOFFICE PARKEAGLE POINT BUSINESS PARK 8TH ADDITIONMNDOT RIGHT OF WAY PLAT NO. 82-31EAGLE POINT TOWNOFFICE PARKB L O C K 125SURVEY L INE 8060(PRIVATE STREET)C.BRG.=N62°21'47"ECHORD=267.14N90°00'00"W110.70N27°34'27"W 258.43N34°23'29"E 171.19S86°38'35"E133.86290.00228.44362.50H U D S O N B O U L E V A R DP O I N TB L V D .EAGLE POINT BOULEVARDW E T L A N D # 1W E T L A N D # 2P O N DGENERATORLIFTSTATIONLIFTSTATIONINV.=977.74APPROXIMATE LOCATIONSETIP415781000.36SETIP41578969.94FNDIP8612969.20FNDIP16456968.81FNDIP16456984.21SETIP41578982.87SETIP41578986.52FNDIP16456983.28FNDIP8612963.64FNDIP15480962.35APPROXIMATE LOCATIONAPPROXIMATELOCATIONINVCMP84958.76SSSSNO PARKINGNO PARKINGF E M A F L O O D Z O N E AAPPROXIMATE LOCATION OF FLOOD LINE PER FEMA FLOOD INSURANCE RATE MAP. SUBJECT TO SCALE UNCERTAINTY.F E M A F L O O D Z O N E 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0.1 0.1 0.2 0.51.46.51.20.20.5 0.5 0.5 0.5 0.50.40.80.32.3 4.3 7.1 6.6 3.0 1.51.30.62.10.90.4 0.2 0.1 0.10.20.51.80.11.7 1.0 0.5 0.2 0.2 0.2 0.20.70.20.60.4 0.9 1.1 1.0 0.60.30.20.40.2 0.4 0.5 0.8 1.1 1.4 1.80.30.20.1 0.0 0.0 0.0 0.0 0.00.10.11.50.5 1.1 2.2 2.5 2.1 1.4 0.70.00.00.60.9 0.9 0.8 0.5 0.30.30.10.10.2 0.4 1.3 3.2 3.8 2.80.80.10.01.2 1.6 1.4 0.9 0.6 0.30.60.00.20.0 0.0 0.0 0.0 0.0 0.0 0.00.10.01.50.8 0.3 0.1 0.0 0.02.60.03.80.0 0.0 0.00.1 0.3 0.8 1.40.00.10.1 0.1 0.1 0.2 0.2 0.11.50.11.40.2 0.2 0.4 0.6 1.1 1.9 3.00.11.90.211.6 9.4 5.4 3.0 1.74.91.02.73.8 5.9 5.8 3.7 1.6 0.61.91.10.26.1 3.1 1.4 1.7 4.0 0.48.80.30.10.2 0.1 0.2 0.3 0.5 0.9 1.50.32.70.30.1 0.1 0.1 0.2 0.40.11.50.04.8 8.4 10.4 9.6 5.7 3.1 1.60.711.30.1 0.1 0.0 0.0 0.00.90.14.91.87.5 3.7 1.6 0.6 0.3 0.1 0.12.03.78.80.00.1 0.3 0.7 1.60.04.70.02.2 1.1 2.6 7.6 0.30.4 0.63.65.27.31.1 1.0 1.3 2.1 4.50.012.60.22.2 1.0 0.3 0.1 0.1 0.0 0.09.40.011.3 8.7 3.4 1.2 0.4 0.20.50.11.60.0 0.0 0.0 0.00.4 0.81.70.14.54.80.2 0.2 0.3 0.5 0.8 1.27.13.03.35.3 4.6 3.1 2.1 1.4 1.20.41.90.10.10.8 0.6 0.4 0.3 0.31.90.23.30.1 0.1 0.0 0.0 0.0 0.03.50.20.96.48.0 7.4 4.6 2.5 1.61.20.90.11.1 1.5 2.2 3.7 5.5 6.3 5.11.10.30.02.1 2.3 2.1 1.5 1.01.10.40.80.2 0.2 0.1 0.1 0.1 0.1 0.00.62.70.2 0.3 0.5 0.7 1.1 1.71.62.92.02.1 1.4 0.9 0.6 0.6 0.6 0.62.41.31.70.1 0.1 0.2 0.3 0.40.00.90.02.2 3.9 7.1 10.2 8.8 5.06.20.61.15.4 3.4 2.2 1.5 1.2 1.10.01.21.20.8 0.6 0.5 0.4 0.3 0.1 0.11.20.02.80.2 0.2 0.1 0.1 0.00.40.00.50.1 0.1 0.2 0.3 0.5 0.9 1.30.08.31.0 0.9 1.1 1.5 2.5 4.60.311.10.04.4 2.4 1.5 1.1 0.8 0.7 0.68.60.00.10.2 0.1 0.2 0.1 0.10.10.10.10.0 0.0 0.1 0.1 0.1 0.10.00.10.00.0 0.0 0.0 0.0 0.0 0.00.10.00.10.0 0.0 0.0 0.00.0 0.0 0.00.00.00.10.0 0.0 0.0 0.0 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.1 0.1 0.0 0.0 0.0 0.00.00.00.10.0 0.0 0.0 0.0 0.0 0.0 0.00.01.00.10.2 0.2 0.3 0.5 0.70.31.00.40.7 0.5 0.3 0.2 0.1 0.1 0.11.00.33.40.0 0.0 0.00.1 0.10.20.20.00.5 0.8 1.1 1.2 1.2 0.9 0.70.10.20.4 0.3 0.2 0.1 0.1 0.10.10.20.50.3 0.4 0.4 0.4 0.3 0.20.00.10.00.10.0 0.0 0.0 0.0 0.0 0.00.50.00.60.0 0.1 0.1 0.1 0.2 0.40.10.00.20.20.2 0.1 0.1 0.2 0.910.90.61.00.1 0.1 0.1 0.2 0.3 0.31.33.92.35.1 9.0 7.1 2.7 1.3 0.40.91.30.44.1 5.9 4.0 2.4 1.4 0.9 0.60.10.60.21.3 1.8 2.3 2.4 1.80.10.90.30.5 0.6 0.4 0.2 0.2 0.26.41.34.72.3 1.3 1.0 2.1 4.8 10.50.89.73.62.7 2.6 3.7 5.1 3.7 1.7 0.814.011.02.83.6 4.3 3.7 2.7 2.21.15.40.511.5 3.9 1.7 0.6 0.21.0 2.02.70.20.04.1 2.0 1.0 0.4 0.22.20.39.35.0 1.3 0.5 0.3 0.3 0.5 0.50.23.20.1 0.1 1.0 0.6 0.3 0.24.214.40.10.8 1.7 3.6 6.9 8.6 6.018.60.40.12.55.0 2.5 1.3 0.7 0.4 0.80.10.60.10.1 0.1 0.1 0.3 6.7 2.19.67.12.72.30.8 0.7 0.7 0.7 0.91.42.01.93.0 2.7 2.1 1.5 1.3 1.40.31.30.60.1 0.00.4 0.4 0.5 0.71.00.72.60.7 0.8 1.1 1.6 2.2 2.5 2.40.81.51.71.8 2.7 4.3 5.4 4.90.92.20.71.1 0.9 0.9 1.0 1.4 2.19.63.40.12.3 1.6 1.1 0.9 0.8 0.61.20.10.80.1 0.00.2 0.2 0.3 0.5 0.60.30.40.24.3 2.5 2.1 2.4 2.811.80.88.50.2 0.10.6 0.8 1.0 1.2 1.21.80.30.8 0.3 0.2 0.2 0.2 0.38.60.30.60.3 0.4 0.5 0.7 1.0 2.0 4.30.35.71.2 1.2 1.0 1.0 1.1 1.71.04.50.74.7 2.9 1.8 1.5 1.5 1.45.42.80.90.30.6 0.6 0.6 0.7 0.8 0.91.10.90.90.7 0.5 0.4 0.4 0.4 0.50.80.91 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc1 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcTYPE WTYPE ATYPE BTYPE CTYPE DTYPE LA101A002 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency Amira of Lake Elmo 146-Unit Active Senior Apartments Lake Elmo, MinnesotaConceptual Rendering SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 62,946 32 36 39 39 146 Level 1 54,006 1,088 Level 2 53,706 277,186 Level 3 53,264 57%Level 4 53,264 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency A100 RENDERED SITE PLAN SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency FLOOR PLANGARAGE LEVEL A200 OVERALL FLOOR PLAN GARAGE LEVEL SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency FLOOR PLANLEVEL 1 A201 OVERALL FLOOR PLAN LEVEL 1 SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency FLOOR PLANLEVEL 2 A202 OVERALL FLOOR PLAN LEVEL 2 SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency FLOOR PLANLEVEL 3 A203 OVERALL FLOOR PLAN LEVEL 3 SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency FLOOR PLANLEVEL 4 A204 OVERALL FLOOR PLAN LEVEL 4 SEPT 9, 2022 ENLARGED FLOOR PLANLEVEL 1 COMMONS A210 ENLARGED PLAN LEVEL 1 COMMONS SEPT 9, 2022 ENLARGED FLOOR PLANLEVEL 2 COMMONS A211 ENLARGED PLAN LEVEL 2 COMMONS SEPT 9, 2022 Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency Amira of Lake Elmo 146-Unit Active Senior Apartments Lake Elmo, MinnesotaConceptual Rendering A400 CONCEPTUAL EXTERIOR RENDERING Amira of Lake Elmo 146-Unit Active Senior Apartments Lake Elmo, MinnesotaConceptual Rendering SEPT 9, 2022 A401 EXTERIOR ELEVATIONS51'-4 3/4"MID-POINT OF ROOF 9'-4"8'-2"(CONCEPTUAL ELEVATION) Designation Unit Unit Name 1st 2nd 3rd 4th Total Gross Area (Sq.Ft.) Net Rentable Area Total Gross Area Total Rentable Net Area Dimensions STUDIO Studio 2 4 3 3 12 671 617 8,052 7404 A1 One Bed 7 8 9 9 33 723 675 23,859 22275 A2 One Bed 2 2 2 2 8 976 915 7,808 7320 B1 One Bed/Den 1 1 1 1 4 1,067 996 4,268 3984 B2 One Bed/Den 5 6 6 6 23 1,010 950 23,230 21850 C1 Two Bed 4 4 4 4 16 1,204 1129 19,264 18064 C2 Two Bed 1 1 1 1 4 1,192 1,126 4,768 4504 C3 Two Bed 3 3 3 3 12 1,155 1,069 13,860 12828 C4 Two Bed 0 1 1 1 3 1,296 1,218 3,888 3654 C5 Two Bed 1 0 0 0 1 1,303 1,234 1,303 1234 D1 Two Bed/Den 1 1 1 1 4 1,419 1,344 5,676 5376 D2 Two Bed/Den 1 1 1 1 4 1,647 1,572 6,588 6288 D3 Two Bed/Den 0 0 1 1 2 1,712 1,624 3,424 3248 D4 Two Bed/Den 0 0 1 1 2 1,676 1,577 3,352 3154 D5 Two Bed/Den 0 0 1 1 2 1,673 1581 3,346 3162 E1 Three Bed 4 4 4 4 16 1,636 1,546 26,176 24736 32 36 39 39 146 158,862 149,081 Level Gross Area 1st 2nd 3rd 4th Total Garage Level 63,211 32 36 39 39 146 Level 1 53,980 1,088 Level 2 53,691 277,372 Level 3 53,245 57%Level 4 53,245 Overall Building Gross Area AMIRA OF LAKE ELMO Total Units Average Unit Size Building Efficiency EXTERIOR ELEVATIONS EAST ELEVATION AT POOL AND DECK AREA WEST ELEVATION m o END ELEVATION (TYPICAL) EXTERIOR MATERIAL PALETTE VERTICAL BOARD & BATTEN METAL PANEL SIDING HORIZONTAL METAL PANEL SIDING CULTURED STONE RAISED STUCCO FIBER CEMENT PANEL METAL TRIM WOOD TEXTURE/STAIN A401 EXTERIOR ELEVATIONS & MATERIALS FIBER CEMENT PANEL ASPHALT SHINGLES VERTICAL BOARD & BATTEN METAL SIDING HORIZONTAL METAL SIDING CULTURED STONE ROCK-FACED BLOCK FIBER CEMENT PANEL ASPHALT SHINGLES VERTICAL BOARD & BATTEN METAL SIDING HORIZONTAL METAL SIDING CULTURED STONE FIBER CEMENT PANEL ASPHALT SHINGLES FIBER CEMENT PANEL VERTICAL BOARD & BATTEN METAL SIDING HORIZONTAL METAL SIDING CULTURED STONE SEPT 9, 2022