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COPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C001 - NOTES.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:16 AM
<br />23030307-28-2023BJLC-001GENERALCONSTRUCTION NOTESBJL1.THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTINGCONDITIONS BASED UPON THE FIELD SURVEY COMPLETED BY STANTEC ON JAN. 3, 2023.IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THEPLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THEOWNER FOR REVIEW.2. ALL STOCKPILES SHALL BE LOCATED WITHIN THE CONSTRUCTION LIMITS OR DESIGNATEDSTAGING AREAS.3. ALL CONTROL OF WATER AND EROSION AND SEDIMENT CONTROL MEASURES SHALL BESEQUENCED, INSTALLED, AND MAINTAINED BY THE CONTRACTOR.4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STORMWATER POLLUTIONPREVENTION PLAN (SWPPP) FOR THE PROJECT. SEE SWPPP PLAN AND NOTES FORADDITIONAL INFORMATION.5. ALL PUBLIC ROADWAYS AND PRIVATE DRIVEWAYS INSIDE THE CONSTRUCTION LIMITSSHALL REMAIN OPEN FOR THE DURATION OF CONSTRUCTION.6. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE OF TREES/SHRUBS NOT MARKED FORREMOVAL, INCLUDING MINIMIZING DISTURBANCE OF SOILS WITHIN THE TREES'DRIPLINE ZONES. CONTRACTOR SHALL NOT STOCKPILE MATERIAL INSIDE THE TREEDRIPLINES.7. NO CONCRETE OR RUBBLE SHALL BE BACKFILLED ONSITE. BURNING OF DEBRIS ON SITESHALL NOT BE ALLOWED.1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITEPRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDEDSCOPE OF WORK.2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSEDIMPROVEMENTS AND SHALL BE RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES(STRUCTURES, CURBS, WALKS, PAVEMENTS, UTILITIES, SIGNAGE, FENCES, ETC.) WHICHARE TO REMAIN. REPAIR OR REPLACE, TO OWNER'S SATISFACTION, ANY DAMAGE TOEXISTING PROPERTY OR SITE FEATURES WHICH ARE TO REMAIN, AT NO ADDITIONALCOST.3. COORDINATE DISRUPTION OF UTILITY SERVICES WITH THE OWNER'S PROJECTREPRESENTATIVE AND UTILITY OWNER, PUBLIC OR PRIVATE. CONTRACTOR TO PROVIDETEMPORARY UTILITIES AS NECESSARY TO MAINTAIN BUILDING SERVICES.4. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TOEXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.5. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC. TO THE BEST PRACTICES.6. PRIOR TO START OF ANY WORK, ALL EROSION AND SEDIMENT CONTROL PROTECTIONMEASURES SHALL BE IN PLACE. SEE EROSION CONTROL PLAN OR SWPPP FOR DETAILS.7. CONTRACTOR SHALL PRESERVE ALL VEGETATION NOT TO BE REMOVED BYCONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR RE-SEEDING OR SODDINGAREAS DISTURBED BY CONSTRUCTION.8. CLEARLY IDENTIFY AND LABEL EACH TREE THAT IS TO REMAIN PRIOR TO STARTING SITECLEARING. CONTACT OWNER'S PROJECT REPRESENTATIVE FOR SITE INSPECTION AFTERALL "TO REMAIN" TREES HAVE BEEN IDENTIFIED. TREES THAT ARE TO BE PROTECTEDSHALL HAVE TEMPORARY FENCING PLACED AT THE DRIP LINE AROUND EACH TREE.9. STOCKPILE TOPSOIL FOR REUSE ON SITE. VERIFY THE STRIPPED TOPSOIL MEETSSPECIFICATIONS FOR THE PROPOSED USE. VERIFY THE AMOUNT OF TOPSOIL NEEDEDAND REMOVE EXCESS FROM SITE.10. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF-SITE AND IN A LEGAL MANNER.11. MATERIAL TO BE SALVAGED FOR REUSE BY OWNER SHALL BE REMOVED UNDAMAGED INUSABLE CONDITION. TEMPORARY PROTECTED STORAGE ON-SITE MAY BE REQUIRED.12. ON-SITE BROKERAGE OF MATERIALS SALVAGED BY CONTRACTOR FROM MATERIALS TOBE REMOVED IS NOT PERMITTED WITHOUT PRIOR OWNER APPROVAL.13. LOCATION AND ELEVATIONS OF IMPROVEMENTS TO BE MET SHALL BE CONFIRMED BYTHE CONTRACTOR THROUGH FIELD EXPLORATIONS PRIOR TO CONSTRUCTION.CONTRACTOR SHALL REPORT TO THE ENGINEER ANY DISCREPANCIES BETWEEN THEIRMEASUREMENTS AND THESE PLANS. CONTRACTOR SHALL ALSO MAKE EXPLORATIONEXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEADOF CONSTRUCTION TO PERMIT REVISIONS TO PLANS. IF REVISIONS ARE NECESSARYBECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES, CONTRACTOR IS REQUIRED TOTAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANYOTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.14. CONTRACTOR SHALL LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREASWHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS. IF ANY DAMAGE ISINCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BERESPONSIBLE FOR ITS REMOVAL AND REPAIR.GENERAL NOTESGENERAL SITE DEMOLITION AND CLEARING NOTES1. SITE DIMENSIONS SHOWN ON THIS PLAN SHALL BE USED FOR ALL LAYOUT WORK. CHECKALL PLAN AND DETAIL DIMENSIONS. PAVING SHALL BE LAID OUT ON SITE BY AREGISTERED LAND SURVEYOR.2. ALL PAVING DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. THE FACEOF CURB IS ASSUMED TO BE 8 INCHES FROM THE BACK OF CURB, ALL CURB & GUTTERTO BE B618 UNLESS OTHERWISE NOTED, SEE DETAIL SHEET C-900.3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACTBUILDING UTILITY ENTRANCE LOCATIONS.4. ALL SIDEWALKS SHALL HAVE POSITIVE SLOPE AWAY FROM THE BUILDING. THEMAXIMUM CROSS SLOPE SHALL BE 2.0% AND THE MAXIMUM LONGITUDINAL SLOPESHALL BE 5.0% UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SEE DETAIL SHEETC-905.5. FOR ALL PEDESTRIAN CURB RAMPS, SEE MNDOT STANDARD PLANS ON SHEET C-905 FORCONSTRUCTION DETAILS. SEE GRADING PLAN SHEET C-902 FOR CURB TAPERS.6. ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE NOTED.7. DETECTABLE WARNING SHALL BE USED ON ALL ACCESSIBLE ROUTE RAMPS, SEE SHEETSC-400, C-401 & C-905FOR ACCESSIBLE ROUTE LOCATIONS AND DETAILS.8. NO SLOPE IN ANY DIRECTION SHALL EXCEED 2% IN ACCESSIBLE PARKING AND LOADINGAREAS.9. MATCH NEW AND EXISTING PAVEMENT SURFACES, SIDEWALKS AND CURBS AT SAWCUTLINES, ALLOWING NO PONDING OF WATER AT JOINTS. PROVIDE SMOOTH GRADETRANSITION ACROSS NEW AND EXISTING JOINTS.10. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PRIOR TO PAVING.11. ALLOW MINIMUM OF 24 HOUR COOLING PRIOR TO ALLOWING TRAFFIC ONBITUMINOUS PAVING.12. SEE DETAIL SHEET C-900 FOR BITUMINOUS & CONCRETE PAVEMENT SECTION DEPTHSAND SPECIFICATIONS.13. PATTERNED CONCRETE PAVING AND PATIO AREAS AS DEFINED BY HATCHING SHALLMEET TEXTURE, COLOR AND PATTERN REQUIREMENTS AS SHOWN ON ARCHITECTURALPLANS.14. SEE ELECTRICAL PLANS BY OTHERS FOR SITE LIGHTING.15. SEE ARCHITECTURAL AND LANDSCAPE PLANS FOR SIGNAGE AND FENCINGINFORMATION.GENERAL GEOMETRIC AND PAVING NOTES1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE MN MUTCD, CURRENT VERSION.2. SEE REGULATORY SIGN DETAIL FOR SIGN AND POST DETAILS AND SIGN DESIGNATIONAND SIZE INFORMATION.3. ACCESSIBLE PARKING SIGNS SHALL BE PER MINNESOTA MUTCD SIGN R7-8M, SEEACCESSIBLE SIGN AND POST DETAIL ON SHEET C-904.4. PROVIDE 4" WIDE SOLID WHITE STRIPING IN PARKING AREAS, UNLESS NOTEDOTHERWISE.5. PROVIDE PAVEMENT MARKINGS AND PAINT SYMBOLS AT ACCESSIBLE PARKING SPACESPER MN MUTCD, ADA AND LOCAL CODE.6. PAVEMENT MARKINGS THAT EXIST PRIOR TO THE START OF THE PROJECT MUST BEREPLACED IN-KIND. IF IT IS LATEX OR EPOXY PAINT, ALL COSTS ASSOCIATED WITHPAVEMENT MARKING REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR.SIGNAGE AND MARKING NOTES1. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE.2. CONTRACTOR IS TO ENSURE ADA ROUTE IS COMPLIANT WITH ADA AND MINNESOTASTATE ACCESSIBILITY CODE REGULATIONS AND IS TO NOTIFY ENGINEER IF FIELDCONDITIONS PROHIBIT COMPLIANCE.3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUMLONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUMCROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADAPARKING STALL OR ACCESS AISLE SHALL BE UP TO 2.08% (1:48). CONTRACTOR SHALLREVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTE(S) PRIOR TOPLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELDVERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.4. ALL TURNING LOCATIONS SHOWN SHOULD PROVIDE AT MAXIMUM SLOPE OF 2.08%(1:48) IN ALL DIRECTIONS IN A MINIMUM 4'X4' AREA.5. SEE DETAIL SHEET C-905 FOR TRUNCATED DOME DETAILS AND NOTES.GENERAL ACCESSIBILITY NOTES1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFOREBEGINNING SITE GRADING ACTIVITIES.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THEAPPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTIONACTIVITY WHEN CONSTRUCTION ACTIVITY FOR THE PROJECT DISTURBS GREATER THAN 1ACRE. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATERPOLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OFMINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(NPDES PERMIT) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALLOTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION.3. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL ANDWASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE.ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTINGUNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE.4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGETO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THEADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THISPROJECT.5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONSAND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTYOF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THECONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THEADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THECONSTRUCTION SITE.6. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ONTHE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADEDTANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS ASDIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BECOMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.7. REPLACE ALL SUBGRADE SOIL DISTURBED DURING CONSTRUCTION THAT HAVE BECOMEUNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THESITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER.8. CONTRACTOR SHALL STRIP, STOCKPILE AND RE-SPREAD EXISTING ONSITE TOPSOIL, IFMATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS.PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BELANDSCAPED.9. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISEDIRECTED.10. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTINGINFORMATION.11. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES.SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONALPROTECTION AS NECESSARY AS WORK PROGRESSES.12. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE.13. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES.14. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER OUT"WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTEDAS "GUTTER IN" CURB.15. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISENOTED.16. UNIFORMLY GRADED AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTHFINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARESHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.17. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADINGOPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION.18. SEE DETAIL SHEETS C-902 & C-906 FOR BMP CONSTRUCTION DETAILS AND NOTES.19. WETLANDS AREAS DESIGNATED TO BE PROTECTED SHALL BE AVOIDED. ANY WETLANDAREAS DAMAGED BY SITE OPERATIONS SHALL BE RESTORED AS REQUIRED BY THEJURISDICTIONAL AGENCY.GENERAL GRADING NOTES1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/ORRELOCATION OF EXISTING UTILITIES AFFECTED BY SITE IMPROVEMENTS, INCLUDING PORTIONS OF WORK WHICH MAYBE PERFORMED BY UTILITY COMPANY'S FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THERESPONSIBILITY OF THE CONTRACTOR.2. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES FOR CONNECTION TOPUBLIC WATER, SANITARY SEWER AND STORM SEWER UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY,INCLUDING PROVIDING AN APPROVED TRAFFIC CONTROL PLAN AS NECESSARY.4. SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND UTILITIES SHALL BE INSPECTED ANDAPPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITYCONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPEOR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY.ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BETHE RESPONSIBILITY OF THE CONTRACTOR.5. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED CATCH BASINS AND MANHOLES TO BE FLUSH WITH FINALGRADE.6. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES AFTER FINAL SURFACES AREESTABLISHED AND PRIOR TO PROJECT CLOSEOUT.7. SANITARY SEWER PIPE SHALL BE PVC SDR 35, UNLESS OTHERWISE NOTED.7.1. SANITARY SERVICE CONNECTIONS TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665.7.2. SANITARY SEWER CLEANOUTS SHALL BE PVC SCH 40, UNLESS OTHERWISE NOTED.8. WATERMAIN PIPE SHALL BE DUCTILE IRON - CLASS 52, UNLESS OTHERWISE NOTED.8.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN MINIMUM.8.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITYSTANDARDS.8.3. A MINIMUM VERTICAL SEPARATION OF 18-INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDEPIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY)CROSSINGS.9. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) (CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED) WITH R-4 GASKETS.9.1. ROOF DRAIN LEADERS SHALL BE PVC, SCHEDULE 40.10. ALL SEWER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN STANDARDS.11. THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN AND THE DETAIL SHEETS C-906 & C-907 ISFOR INFORMATIONAL PURPOSES ONLY AND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND THE SYSTEMELEVATIONS. THE CONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALL SUBMIT FINAL DESIGN DRAWINGS TO THEENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. SEE DETAIL SHEET C-906FOR UNDERGROUNDCHAMBER DETAIL.GENERAL UTILITY NOTESCONTRACTOR SHALL COMPLETE THE SITE GRADING AND UTILITY CONSTRUCTION INACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOILTESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THESOILS ENGINEER.A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:COMPANY: TBDADDRESS: TBDPHONE:TBDDATE:TBDCONTRACTOR SHALL OBTAIN A COPY OF THIS REPORT.GEOTECHNICAL ENGINEERING SOILS REPORTBJLBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN
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