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DWN BY:ISSUE DATE:PROJECT NO.:1634-20-500DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:FIRE STATION NO. 3
<br />CITY OF ELK RIVER
<br />SHERBURNE COUNTY, MINNESOTAJTPCHK'D BY:JRAAPP'D BY:DMLCERTIFICATION:10/26/2020 4:37:48 PMM:\1634\20-500 Elk River Fire Station 3 And City Hall Expansion\fire Station 3\5_DESIGN\1_CAD\3 Plansheets\C-001 COVER SHEET.dwg
<br />PROJECT TITLE:
<br />CITY SUBMITTAL09/09/2020 1DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.LICENSE NO.:7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-1268WWW.WENCK.COM10/26/20203CLIENT:
<br />DESIGN DEVELOPMENT09/30/2020 2
<br />CUP SUBMITTAL10/26/2020 3
<br />C-002GENERAL NOTESGENERAL NOTESREMOVAL / DEMOLITION NOTESTRAFFIC CONTROL NOTESSITE NOTESEROSION CONTROL NOTESGRADING NOTESUTILITY NOTESSTORM SEWER NOTESDEWATERING NOTESGOVERNING SPECIFICATIONSPAVING, PAVEMENT MARKING, AND SIGNAGE NOTESTREE PRESERVATION NOTESHORIZONTAL AND VERTICAL CONTROL NOTESTYPICAL OWNER / ENGINEER OBSERVATIONSTEST REPORTS REQUIREDPERMITS REQUIRED1.UNTIL REVISION BLOCK STATES “ISSUED FOR CONSTRUCTION”, THE PLAN SET IS NOT CERTIFIED FORCONSTRUCTION.2.EXISTING CONDITIONS SHOWN ARE FROM A TOPOGRAPHIC SURVEY COMPLETED BY WENCK ASSOCIATES, INC,DATED 8/17/20. EXISTING FEATURES MAY NOT BE EXACT TO THEIR LOCATION. CONTRACTOR RESPONSIBLE FORVERIFYING THE CONDITIONS OF THE SITE AND MUST IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES ORVARIATIONS FROM THE DRAWINGS.3.SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-2 ENTITLED “STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA”. EXACT LOCATION/DEPTH OF SUBSURFACEUTILITIES SUCH AS GAS, TELEPHONE, FIBER OPTIC, SEWER, WATER, PIPELINES, ELECTRICAL, AND CABLE TV AREUNKNOWN AND THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.4.CONTRACTOR RESPONSIBLE FOR CONTACTING GOPHER STATE ONE CALL (1-800-252-1166) A MINIMUM OF 48 HOURSIN ADVANCE (EXCLUDING HOLIDAYS AND WEEKENDS) BEFORE STARTING WORK FOR LOCATIONS OFUNDERGROUND UTILITIES.5.CONTRACTOR SHALL ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND TRENCHAREAS AND MUST COORDINATE THE RELOCATION OR PROTECTION OF EXISTING UTILITIES, OR INSTALLATION OFNEW UTILITIES WITH UTILITY OWNERS THAT MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THECONSTRUCTION AREA BEFORE STARTING WORK. COSTS FOR SUCH WORK, INCLUDING EXTRA TIME AND EFFORTFOR PROVISIONS NECESSARY TO WORK AROUND OR UNDER UTILITIES, IS THE RESPONSIBILITY OF THECONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. FEES OR CHARGES WHICH ARE TO BE PAID TO THEUTILITY COMPANY, INCLUDING WORK THAT MUST BE PERFORMED BY THE UTILITY COMPANY, ARE AT NOADDITIONAL COST TO THE OWNER.6.QUANTITIES ARE APPROXIMATE, AND MAY VARY TO ALLOW COMPLETION OF WORK.7.WORK AND MATERIALS MUST COMPLY WITH CITY, COUNTY, STATE, AND FEDERAL (INCLUDING OSHA) REGULATIONSAND CODES.8.CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS PERFORMING WORK AT OR NEAR THE SITE.9.CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS TO ADJACENT PROPERTIES THROUGHOUTCONSTRUCTION. CONTRACTOR SHALL NOT STAGE EQUIPMENT WITHIN THE PUBLIC RIGHT OF WAY AND SHALL, TOTHE EXTENT PRACTICAL, MINIMIZE USE OF ADJACENT CITY STREETS DURING SCHOOL PICK-UP/DROP-OFF HOURS.COORDINATE ACCESS RESTRICTIONS WITH OWNER AND SCHOOL.10.CONTRACTOR SHALL COORDINATE AND MAINTAIN MAIL, GARBAGE, AND RECYCLING SERVICES TO PROPERTIESTHROUGHOUT CONSTRUCTION.11.CONTRACTOR SHALL COORDINATE AND MAINTAIN STORMWATER DRAINAGE CONVEYANCE THROUGHOUTCONSTRUCTION (BOTH PIPED AND OVERLAND FLOW).12.CONTRACTOR SHALL COORDINATE AND MAINTAIN WATER AND SANITARY FLOW TO AND FROM PROPERTIES.PROVIDE BYPASS AND TEMPORARY SYSTEMS, AS NECESSARY.13.CONTRACTOR SHALL COORDINATE AND MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES.UTILITY SERVICE MUST NOT BE INTERRUPTED WITHOUT APPROVAL FROM OWNER, CITY, AND ADJACENTPROPERTIES.14.CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICES FOR SMALL UTILITY INSTALLATION.15.CONSTRUCTION LIMITS ARE TO PROPERTY LINE UNLESS SHOWN OR NOTED OTHERWISE. CONTRACTOR SHALLRESTRICT CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON PLANS WITHIN THE CONSTRUCTION LIMITS.16.CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING PAVEMENT, SITE FEATURES, UTILITIES, TREES, ETC.,UNLESS NOTED OR SHOWN OTHERWISE.17.EXISTING PAVEMENT AND SITE CONDITIONS HAVE BEEN DOCUMENTED, AND ANY DAMAGE TO THE EXISTINGPAVEMENT, CURBING, STRIPING, OR OTHER SITE FEATURE TO REMAIN MUST BE REPLACED BY THE CONTRACTOR,TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.18.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING CONSTRUCTION AND WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES.19.CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF DISCREPANCIES OR CONFLICTS IN THECONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS ARE TO BE MADEWITHOUT PRIOR APPROVAL FROM THE OWNER AND ENGINEER. FAILURE TO NOTIFY OWNER AND ENGINEER OF ANIDENTIFIABLE CONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAYFOR A RELATED CHANGE ORDER.20.CONTRACTOR SHALL HAVE ONE COPY OF EACH REQUIRED CONSTRUCTION PERMIT AND ONE COPY OF THE MOSTCURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS (INCLUDING PLANS, SPECIFICATIONS,GEOTECHNICAL REPORT, SPECIAL CONDITIONS AND PROVISIONS, ETC.) AVAILABLE AT THE PROJECT SITE AT ALLTIMES.21.CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR IMPLEMENTATION AND ENFORCEMENT OF SAFE WORKPRACTICES, INCLUDING BUT NOT LIMITED TO PERSONNEL MONITORING, USE OF TRENCHING, SHEETING, ANDSHORING, SCAFFOLDING; MATERIALS HANDLING AND DRILLING; OPERATION OF EQUIPMENT; AND SAFETY OFPUBLIC DURING PROGRESS OF WORK.22.CONTRACTOR SHALL PLAN FOR AND ENSURE PERSONNEL COMPLY WITH PROVISIONS OF OSHA SAFETY ANDHEALTH STANDARDS (29 CFR 1910) AND GENERAL CONSTRUCTION STANDARDS (29 CFR 1926) AS APPROPRIATE.23.CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING SAFETY PRECAUTIONSAND PROGRAMS IN CONNECTION WITH WORK. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR SAFETYOF EMPLOYEES ON PROJECT SITE AND OTHER PERSONS AND ORGANIZATIONS WHO MAY BE AFFECTED BY THEPROJECT. CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR SAFETY IN CONNECTION WITH WORK SHALLCONTINUE UNTIL SUCH TIME AS ALL WORK IS COMPLETED, AND ENGINEER HAS ISSUED NOTICE TO CONTRACTORTHAT WORK IS COMPLETE.24.HAZARDOUS MATERIALS, INCLUDING BUT NOT LIMITED TO OIL, GASOLINE, PAINT AND OTHER HAZARDOUSSUBSTANCES MUST BE PROPERLY STORED, BY THE CONTRACTOR, INCLUDING SECONDARY CONTAINMENTS, TOPREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TOPREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MCPAREGULATIONS. CONTRACTOR SHALL REMOVE SPILL OF FUELS, OILS, OR OTHER CHEMICALS IMMEDIATELY UPONDETECTION.25.CONTRACTOR SHALL DOCUMENT AND MAINTAIN AS-BUILT INFORMATION AS CONSTRUCTION PROGRESSES AND ISRESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER AS REQUIRED BY JURISDICTIONAL AGENCIESFOR CERTIFICATION. ALL AS-BUILT DATA MUST BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYORWHOSE SERVICES ARE ENGAGED AND PAID FOR BY THE CONTRACTOR.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL OBTAIN PERMITS REQUIRED FOR DEMOLITION, REMOVAL AND DISPOSAL.3.CONTRACTOR SHALL REVIEW FEATURES NOT SPECIFICALLY IDENTIFIED ON PLAN FOR SALVAGE OR REMOVALTHAT CONFLICT WITH CONSTRUCTION WITH THE ENGINEER.4.MATERIALS REMOVED/DEMOLISHED BY CONTRACTOR BECOME PROPERTY OF THE CONTRACTOR, UNLESSOTHERWISE NOTED. CONTRACTOR SHALL LOAD AND HAUL MATERIAL OFF-SITE AND PROPERLY DISPOSE OFMATERIALS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CONTRACTOR MUST LEAVE THE SITE IN ACONDITION TO THE SATISFACTION OF THE OWNER AND ENGINEER.5.CONTRACTOR SHALL SAWCUT FULL DEPTH AT PAVEMENT REMOVAL LIMITS AND AS NECESSARY TO CREATE ASMOOTH FIT/TRANSITION ALONG MATCHING PAVEMENT AREAS.6.CONTRACTOR SHALL COORDINATE UTILITY REMOVAL WORK WITH APPROPRIATE UTILITY OWNER.7.CONTRACTOR SHALL SALVAGE AND REINSTALL STREET AND TRAFFIC SIGNS IN CONFLICT WITH CONSTRUCTIONACTIVITIES AS NOTED OR AS DIRECTED BY ENGINEER. IF SIGNS ARE DAMAGED DURING CONSTRUCTION,CONTRACTOR REQUIRED TO PROVIDE NEW SIGNS AT NO ADDITIONAL COST TO THE OWNER.8.CONTRACTOR SHALL SALVAGE AND REINSTALL FENCE IN CONFLICT WITH CONSTRUCTION ACTIVITIES AS NOTEDOR AS DIRECTED BY ENGINEER. IF FENCE IS DAMAGED DURING CONSTRUCTION, CONTRACTOR REQUIRED TOPROVIDE NEW FENCE, TO OWNER'S SATISFACTION, AT NO ADDITIONAL COST TO THE OWNER.9.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR MUST CONTACTTHE ENGINEER IMMEDIATELY. ALL CONTAINERS OR TANKS MUST BE DISPOSED OF PROPERLY AT AREGULATED/PERMITTED FACILITY.10.CONTRACTOR SHALL REVIEW ALL TREE REMOVALS WITH THE OWNER AND ENGINEER PRIOR TO REMOVALOPERATIONS.11.CLEARING AND GRUBBING OPERATIONS MUST COMPLY WITH THE FOLLOWING:11.1.PROTECT ALL TREES AND PLANTS NOT DESIGNATED FOR REMOVAL.11.2.CONDUCT OPERATIONS IN SUCH A MANNER THAT DOES NOT DAMAGE PROTECTED TREES ANDVEGETATION.11.3.CUT, REMOVE, AND DISPOSE OF TREES, BRUSH, SHRUBS, WINDFALLS, LOGS, STUMPS, ROOTS, FALLENTIMBER, AND OTHER VEGETATION.11.4.BACKFILL DEPRESSIONS WITH NATIVE SOILS OR SUITABLE FILL MATERIAL AS REQUIRED BY DESIGN OR ASDIRECTED BY THE GEOTECHNICAL ENGINEER AND COMPACT BACKFILL AS DIRECTED.11.5.DISPOSE OF DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS.11.6.CONSIDER BENEFICIAL USE DESIGNATIONS FOR UNADULTERATED WOOD, WOOD CHIPS, BARK ANDSAWDUST.11.7.NO BURYING OF CLEARED AND GRUBBED WASTE WITHIN THE CONSTRUCTION LIMITS.12.UNLESS OTHERWISE NOTED, CONTRACTOR IS RESPONSIBLE FOR REMOVAL/DEMOLITION WITHIN ALL AREAS OFPROPOSED IMPROVEMENTS. REMOVAL LIMITS ARE IDENTIFIED ON THE DRAWINGS IN ANTICIPATED LOCATIONS.CONTRACTOR RESPONSIBLE FOR REMOVALS AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS AND CONFORMTO DESIGN REQUIREMENTS. ALL FACILITIES TO BE REMOVED MUST BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS AND ASDIRECTED BY THE GEOTECHNICAL ENGINEER.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL COORDINATE CONSTRUCTION STAGING, ON OR OFFSITE, AS NECESSARY TO COMPLETE THEWORK. IF OFFSITE STAGING AREA IS REQUIRED, CONTRACTOR IS RESPONSIBLE TO FIND, OBTAIN, AND PAY FORNECESSARY STAGING AREA AT NO ADDITIONAL COST TO THE OWNER. SUBMIT A STAGING PLAN TO THE ENGINEERFOR REVIEW BEFORE STARTING WORK.3.CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL AND DETOURS. TRAFFIC CONTROL AND DETOURS MUSTBE IN ACCORDANCE WITH THE LATEST EDITION OF THE MN MUTCD, INCLUDING LATEST FIELD MANUAL FORTEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SUBMIT TRAFFIC CONTROL PLAN AND DETOUR PLAN TO CITY,COUNTY, AND ENGINEER FOR REVIEW BEFORE CONSTRUCTION RELATED ACTIVITIES. PLANS MUST COMPLY WITHAPPLICABLE PERMIT REQUIREMENTS. TRAFFIC CONTROL INCLUDES NECESSARY SIGNAGE AND MARKINGS FORSIDEWALKS, TRAILS, BOARDWALKS, ETC. CLOSURE. THIS MUST INCLUDE ADVANCED WARNING SIGNS ANDNECESSARY FENCING AND SIGNAGE TO PREVENT PEDESTRIANS FROM ACCESSING THE PROPOSED AREA.4.CONTRACTOR MUST SCHEDULE WORK IMPACTING EDISON ST NW AND 191ST AVE NW WITH THE OWNER, CITY, ANDENGINEER. CLOSURES OR DETOURS MUST BE APPROVED BY OWNER AND CITY PRIOR TO STARTING WORK.5.CONTRACTOR MUST SCHEDULE WORK IMPACTING CLEVELAND ROAD NW (COUNTY ROAD 40) WITH THE OWNER,CITY, COUNTY, AND ENGINEER. CLOSURES OR DETOURS MUST BE APPROVED BY OWNER, CITY, AND COUNTYPRIOR TO STARTING WORK.6.CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC ON EDISON ST NW, 191ST AVE NW, AND CLEVELAND ROAD NW(COUNTY ROAD 40) AT ALL TIMES.7.CONTRACTOR SHALL PLAN THEIR CONSTRUCTION ACTIVITIES SO AS TO NOT INTERRUPT TRAFFIC TO AND FROMTHE SCHOOL DURING PICK-UP/DROP-OFF HOURS. COORDINATE WITH SCHOOL TO VERIFY THESE HOURS ANDINCORPORATE INTO TRAFFIC CONTROL PLAN.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.REFER TO THE ARCHITECTURAL, STRUCTURAL, LANDSCAPE, AND MEP PLANS FOR EXACT LOCATIONS OF ANDDIMENSIONS OF BUILDINGS, VESTIBULES, STOOPS, OVERHANGS, COLUMNS, RAMPS, SIDEWALKS, TRASHENCLOSURES, TRAFFIC GATES, MONUMENT SIGNS, LANDSCAPING, PLANTINGS, TREES, SITE LIGHTING, EXTERIORELECTRICAL, BACKFLOW PREVENTORS AND BUILDING UTILITY ENTRANCE LOCATIONS.3.EQUIPMENT PAD ELEVATIONS SHOWN ON GRADING PLAN. EQUIPMENT PAD STRUCTURAL/CONCRETE DESIGN BYOTHERS. COORDINATE WITH ARCHITECT.4.DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL CONFORM TO AND CONDUCT INSPECTIONS IN ACCORDANCE WITH THE NPDES PERMIT ANDSWPPP REQUIREMENTS.3.BEFORE SITE DISTURBANCE AND AS REQUIRED AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSTALL,MAINTAIN, REPAIR, AND REPLACE EROSION PREVENTION MEASURES AND SEDIMENT CONTROL DEVICES (INLETPROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE, EROSION CONTROL BLANKET, ETC.) IN ACCORDANCE WITHTHE SWPPP, NPDES PERMIT, AND CITY, STATE, AND WATERSHED DISTRICT PERMITS.4.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITIONS DURINGCONSTRUCTION. COORDINATE WITH ENGINEER.5.CONTRACTOR SHALL STABILIZE ALL EXPOSED SOIL AREAS WITHIN THE CONSTRUCTION LIMITS WITHIN 7 DAYSAFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE THAT HAS TEMPORARILY (WILL NOT RESUMEFOR A PERIOD EXCEEDING 14 CALENDAR DAYS) OR PERMANENTLY CEASED. STABILIZATION MUST BE INITIATEDPROMPTLY. REFER TO LANDSCAPE PLANS FOR FINAL GROUND COVER MATERIALS.6.CONTRACTOR SHALL REMOVE ANY SEDIMENT THAT HAS TRACKED ONTO PAVED SURFACES BOTH ON AND OFFSITEWITHIN 24 HOURS AND AS DIRECTED BY CITY, OWNER, ENGINEER. SWEEP STREET IN ACCORDANCE WITH CITY,COUNTY, AND NDPES PERMIT REQUIREMENTS.7.CONTRACTOR SHALL COMPLETE CONCRETE WASH-OUT OFF-SITE OR PROVIDE SELF-CONTAINED CONCRETEREADY MIX TRUCKS.8.CONTRACTOR SHALL MINIMIZE DUST FROM CONSTRUCTION OPERATIONS BY PROVIDING WATER OR OTHERAPPROVED METHOD ON A DAILY BASIS.9.CONTRACTOR SHALL PHASE GRADING WORK TO MINIMIZE THE DURATION THAT DISTURBED SOIL IS EXPOSED.10.CONTRACTOR SHALL LOCATE SOIL STOCKPILES NO LESS THAN 50 FEET FROM ROADWAYS, STORMWATER INLETS,PONDS, WETLANDS, DRAINAGE CHANNELS, AND OTHER SURFACE WATERS. IF REMAINING FOR MORE THAN 7 DAYS,STABILIZE THE STOCKPILES BY MULCHING, VEGETATED COVER, TARPS, OR OTHER MEANS IN ACCORDANCE WITHTHE NPDES PERMIT. PLACE PERIMETER SEDIMENT CONTROLS AROUND STOCKPILES TO CONTROL EROSION.COVER TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES IF LEFT FROM MORE THAN 24 HOURS.11.CONTRACTOR SHALL REMOVE ALL EROSION CONTROL MEASURES AFTER SITE HAS BEEN STABILIZED ANDVEGETATION IS ESTABLISHED AS DIRECTED BY ENGINEER. EROSION CONTROL MEASURES USED FORCONSTRUCTION MUST NOT BE REMOVED UNTIL AUTHORIZED BY OWNER OR ENGINEER.12.CONTRACTOR SHALL SUBMIT THE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT INACCORDANCE WITH THE NPDES PERMIT AND SWPPP REQUIREMENTS.13.EROSION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS:13.1.SILT FENCE: MN/DOT SPECS 2573 AND 3886, TYPE MS MACHINE SLICED.13.2.SEDIMENT CONTROL LOG (BIOROLL): MN/DOT SPECS 2573 AND 3897, TYPE STRAW. STRAW BIOROLLS, 8 TO 9INCHES IN DIAMETER, MINIMUM 10 FEET LONG, FILLED WITH GRAIN STRAW, FREE OF SEED-BEARING STALKS OFNOXIOUS GRASSES OR WEEDS WITH NATURAL FIBER OUTER NETTING.13.3.EROSION CONTROL BLANKET: MN/DOT SPECS 2575 AND 3885, CATEGORY 3N STRAW 2S (NATURAL NETTINGONLY)13.4.MULCH: MN/DOT SPECS 2575 AND 3882, TYPE 1, TWO TONS PER ACRE, DISK ANCHORED IN AREAS THAT DONOT RECEIVE EROSION CONTROL BLANKET.13.4.1.CERTIFIED BY MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA).13.4.2.HYDRAULIC SOIL STABILIZER MAY BE USED IN LIEU OF MULCH WITH APPROVAL OF THE ENGINEER.13.5.TEMPORARY SEED: MN/DOT SPECS 2575 AND 3876, STATE SEED MIX 22-111 TWO-YEAR STABILIZATION.13.6.EROSION CONTROL MAT: FLEXIMAT BY MOTZ ENTERPRISES, INC. OR APPROVED EQUAL. CONFORM TOMANUFACTURERS INSTRUCTIONS FOR INSTALLATION REQUIREMENTS.1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE, UNLESS NOTED OTHERWISE.3.THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO QUANTIFY SOIL IMPORT OR EXPORT FOR THE SITE AND PERFORM THEIR OWN QUANTITYTAKEOFFS FROM THE DRAWINGS FOR BIDDING PURPOSES. SUITABLE OFFSITE IMPORT MATERIAL MAY BENECESSARY TO ACHIEVE THE FINAL GRADES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE WITHGEOTECHNICAL ENGINEER TO VERIFY IMPORT, FROM CONTRACTOR DETERMINED SOURCE, IS SUITABLE FOR USEEXCESS MATERIAL, UNLESS NOTED OTHERWISE, IS THE PROPERTY OF THE CONTRACTOR AND IS TO BE MOVEDAND DISPOSED OF OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS.4.CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENSURE NO PONDING IN PAVEDAREAS. CONTRACTOR SHALL NOTIFY ENGINEER IF GRADING DISCREPANCIES ARE FOUND IN EXISTING ORPROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT. OBSERVE PAVEMENT AREAS FOR EVIDENCE OFPONDING BEFORE PLACEMENT OF PAVEMENT TO ENSURE DRAINAGE IS ADEQUATE TO INTENDED AREA.5.CONTRACTOR SHALL BACKFILL SUBGRADE AND TRENCH EXCAVATIONS PROMPTLY AFTER EXCAVATION TO AVOIDUNDERMINING OF EXISTING PAVEMENT AND TO PROMOTE PUBLIC SAFETY.6.CONTRACTOR SHALL PROVIDE TOPSOIL AND TEMPORARY STABILIZATION SEED IN ACCORDANCE WITH THEEROSION CONTROL PLAN. REFERENCE LANDSCAPE PLAN BY OTHERS FOR SEE/SOD, MULCH, AND FERTILIZERREQUIREMENTS.7.ALL DISTURBED PERVIOUS AREAS ARE TO RECEIVE 6 INCHES OF SALVAGED TOPSOIL, UNLESS NOTED OTHERWISEON LANDSCAPE PLAN. CONTRACTOR SHALL SALVAGE TOPSOIL BEFORE GRADING, AND STOCKPILE FORRESPREADING.8.EXISTING TOPSOIL ON SITE VARIES IN DEPTH. CONTRACTOR SHALL REMOVE SURFACE VEGETATION AND TOPSOILAND OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE IMPERVIOUS AREAS AND OTHERAREAS AS DIRECTED BY THE GEOTECHNICAL ENGINEER BEFORE PLACEMENT OF SUITABLE FILL MATERIAL.9.CONTRACTOR SHALL EXCAVATE AND DISPOSE OF UNSUITABLE OR CONTAMINATED SOILS DISCOVERED ONSITE INACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY GEOTECHNICAL ENGINEER.10.CONTRACTOR IS RESPONSIBLE FOR MEETING GRADING/COMPACTION REQUIREMENTS OUTLINED IN THEGEOTECHNICAL REPORT AND SPECIFICATIONS FOR THE PROJECT.11.CONTRACTOR SHALL CONSTRUCT/GRADE SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSINGDRIVEWAYS IN ACCORDANCE WITH CURRENT ADA STATE AND NATIONAL STANDARDS. NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION.12.EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINT SURVEY DATA.CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION OF IMPROVEMENTSAND FOR MAKING NECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TO ENSURE SMOOTHTRANSITIONS TO FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY FIELD DISCREPANCIES.ENGINEER IS NOT RESPONSIBLE FOR REWORK OF AN UNCOMMUNICATED DISCREPANCY.13.COMPACT EMBANKMENT/SUITABLE FILL AND BACKFILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT ANDWITH MN/DOT SPEC 2105 SPECIFIED DENSITY METHOD.14.SOILS TESTING WILL BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER. CONTRACTOR SHALLCOORDINATE REQUIRED SOIL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.ONSITE EMBANKMENT MATERIAL FREE OF ORGANIC SOIL AND DEBRIS MAY BE CONSIDERED FOR REUSE ASSUITABLE FILL MATERIAL IN PERVIOUS AREAS BUT MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.16.IMPORTED SUITABLE FILL MATERIAL MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE BRINGING ONTHE SITE.17.CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED OR AS DIRECTED BY THE GEOTECHNICALENGINEER AT NO ADDITIONAL COST TO THE OWNER. SEE DEWATERING NOTES FOR ADDITIONAL REQUIREMENTS.18.TOLERANCES:18.1.GRADING ELEVATIONS - CONFORM TO MN/DOT SPEC 2105.3.H EXCEPT AS MODIFIED BELOW:18.1.1.FINISHED GRADING OF SUBGRADE PRIOR TO PLACEMENT OF AGGREGATE BASE COURSES SHALL NOT VARYBY MORE THAN 0.05 FEET ABOVE OR BELOW THE DESIGN, OR ENGINEER ADJUSTED GRADE.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CITY, CEAM, ANDMINNESOTA PLUMBING CODE (MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OFWATER AND SANITARY UTILITIES.2.CONTRACTOR SHALL MAINTAIN A MINIMUM 7'-6” COVER ON ALL SANITARY SEWER AND SERVICES, UNLESSOTHERWISE NOTED.2.1.PROVIDE INSULATION OVER SANITARY SEWER AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUMBURY DEPTH PER PROJECT DETAILS.3.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6” COVER ON ALL WATERLINES, UNLESS OTHERWISE NOTED.PROVIDE HYDRANT EXTENSIONS AND GATE VALVE NUT EXTENSIONS IF WATERLINE IS DEEPER THAN MINIMUMCOVER.3.1.PROVIDE INSULATION OVER WATERMAIN AND SERVICES WITH PROPOSED ELEVATIONS LESS THAN MINIMUM BURYDEPTH PER PROJECT DETAILS.4.CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES.5.CONTRACTOR SHALL PROVIDE 19 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE) BETWEEN WATER LINES AND OTHER UTILITY LINE CROSSINGS. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.6.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE.7.CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER AND WATER MAINS, LATERALS, SERVICE PIPE ANDCONNECTIONS TO RISERS, CURB BOXES, MANHOLES, VALVES, HYDRANTS PER CITY REQUIREMENTS AND PROJECTDETAILS AND SPECIFICATIONS.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES(EXISTING AND PROPOSED), THE WATER LINE MUST INCLUDE ONE FULL LENGTH OF PIPE SO BOTH JOINTS ARE ASFAR FROM THE SEWER AS POSSIBLE AND SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUSTBLOCKING AS REQUIRED TO PROVIDE MINIMUM CLEARANCE.9.WATERMAINS AND SERVICES SHALL NOT HAVE ANY INTERMITTENT HIGH POINTS, EXCEPT AT HYDRANTS OR ASNOTED AT SPECIFIC LOCATIONS ON THE PLANS.10.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR ALL CONNECTIONS. PROVIDEAPPROPRIATE PIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE ASVERIFIED IN THE FIELD IN ACCORDANCE WITH CITY REQUIREMENTS.11.SANITARY SEWER AND WATER SERVICES ARE SHOWN TERMINATING AT THE BUILDING FOOTPRINT. VERIFY WITHMEP/PLUMBING PLANS/DESIGNER FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES), METERS, AND BUILDING UTILITY ENTRANCE LOCATIONS. PROVIDE A RISER PIPE ASNEEDED TO MATCH PLUMBING PIPING.12.SANITARY AND WATER SERVICE SIZES AND ALIGNMENT ARE PRELIMINARY. CONTRACTOR TO DETERMINE FINALSIZING AND ALIGNMENT W/ MEP DESIGN. IN THE EVENT THE FINAL SIZE OR ALIGNMENT IS DIFFERENT THANPRELIMINARY, CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IMMEDIATELY.13.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH AGENCY HAVING JURISDICTION REQUIREMENTS.14.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.15.SANITARY SEWER MAIN, SERVICE PIPES, AND FITTINGS SHALL MEET THE FOLLOWING REQUIREMENTS:15.1.SEWER SERVICE PIPING (PER MN PLUMBING CODE):15.1.1.PVC SCHEDULE 40 PER ASTM D 178515.2.SEWER MAIN PIPING (PER MPCA SEWER EXTENSION PERMIT):15.2.1.8 INCH DIA. AND LARGER, PVC SDR35 PER ASTM D 3034, PIPES LESS THAN 16 FEET DEEP15.2.2.8 INCH DIA. AND LARGER, PVC SDR26 PER ASTM D 3034, PIPES BETWEEN 16 FEET AND 25 FEET DEEP15.2.3.8 INCH DIA. AND LARGER, PVC C900 DR 18 PER AWWA C 900, PIPES GREATER THAN 25 FEET DEEP15.3.FITTINGS: ASTM D 2665 FOR SDR AND SCH 40 PIPE INJECTION MOLDED15.4.GASKETS: ASTM F 477 FOR SDR AND C900 PIPE15.5.JOINTS: ASTM D 3212 FOR SDR PIPE, D 3139 FOR C900 PIPE, F 656 AND D 2564 FOR SCHEDULE 40 PIPE. JOINTS MUSTBE CERTIFIED BY THE MANUFACTURER TO BE ABLE TO PASS THE AIR TEST OR AN INTERNAL HYDROSTATICPRESSURE REQUIRED BY AGENCY HAVING JURISDICTION.15.6.TRACER WIRE: CITY REQUIREMENTS AND PROJECT DETAILS AND SPECIFICATIONS. TRACER WIRE MUST BE AMINIMUM 12 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPE MEETING ASTM D 1248, UL LISTED FOR USE INDIRECT BURIAL APPLICATION, WITH DESIGNATION ON THE OUTSIDE OF THE WIRE CASING AND FOLLOW APWACOLOR CODE.15.7.BEDDING: ASTM D 2321, PROJECT DETAILS AND SPECIFICATIONS.16.WATERMAIN, SERVICE PIPES AND FITTINGS TO MEET THE FOLLOWING REQUIREMENTS:16.1.MAINS: DUCTILE IRON PIPE CLASS 52 PER AWWA C151 AND C10416.2.SERVICES: DUCTILE IRON PIPE CLASS 52 PER AWWA C150, C151 AND C10416.3.FITTINGS: AWWA C153, 250 PSI WORKING PRESSURE WITH COATING PER AWWA C11616.4.JOINTS: AWWA C111 WITH MECHANICAL JOINTS AND THRUST BLOCKING PER PROJECT DETAILS.16.5.STUBS: MECHANICALLY RESTRAINED JOINTS WITH THRUST BLOCKING PER PROJECT DETAILS.16.5.1.1.1.1.TRACER WIRE: CITY REQUIREMENTS AND PROJECT DETAILS AND SPECIFICATIONS. TRACER WIREMUST BE A MINIMUM 12 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPE MEETING ASTM D 1248,UL LISTED FOR USE IN DIRECT BURIAL APPLICATION, WITH DESIGNATION ON THE OUTSIDE OF THEWIRE CASING AND FOLLOW APWA COLOR CODE.16.6.ENCASEMENT: POLYETHYLENE FILM PER AWWA C105. ENCASE DUCTILE IRON PIPE, FITTINGS, VALVES, AND OTHERAPPURTENANCES.16.7.JOINT RESTRAINT: PROVIDE AT ALL BENDS, TEES, AND DEAD-ENDS/STUBS IN ACCORDANCE WITH THEREQUIREMENTS OF CEAM AND EBAA IRON RESTRAINT LENGTH CALCULATOR.16.8.BEDDING: ASTM D 2321, AWWA C150 AND C151, PROJECT DETAILS AND SPECIFICATIONS.16.9.THRUST BLOCKING: WATERMAIN AND SERVICES REQUIRE THRUST BLOCKING PER PROJECT DETAILS. CONCRETEMUST HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 3000 PSI.16.10.HYDRANTS: PER CITY REQUIREMENTS.16.11.VALVES: PER CITY REQUIREMENTS.16.12.CONTRACTOR SHALL INSTALL DUCTILE PIPE IN ACCORDANCE WITH CEAM, AWWA C600, AND PROJECTDETAILS AND SPECIFICATIONS.16.13.CONTRACTOR SHALL COMPACT EMBEDMENT/BEDDING/BACKFILL MATERIAL TO THE SPECIFIED DENSITYMETHOD IN ACCORDANCE WITH MN/DOT 2105 AND THE GEOTECHNICAL REPORT.16.14.TESTING, INSPECTIONS, AND CERTIFICATIONS MUST COMPLY WITH THE FOLLOWING:16.14.1.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, AGENCY HAVINGJURISDICTION AND UTILITY PROVIDER COMPANIES.16.14.2.SANITARY LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO:16.14.2.1.SERVICE PIPE AND STRUCTURES TESTING TO MEET MN PLUMBING CODE CHAPTER 7 SECTIONS 712AND 723 REQUIREMENTS16.14.2.2.LEAKAGE TESTING TO MEET CITY REQUIREMENTS16.14.2.3.DEFLECTION TESTING TO MEET CITY REQUIREMENTS16.14.2.4.TELEVISING INSPECTION TO MEET CITY REQUIREMENTS16.14.2.5.CONDUCTIVITY TESTING TO MEET CITY REQUIREMENTS16.14.3.WATER LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO:16.14.3.1.HYDROSTATIC PRESSURE TESTING TO MEET CITY REQUIREMENTS16.14.3.2.DISINFECTION OF THE WATER SYSTEM TO MEET CITY, MN PLUMBING CODE CHAPTER 6 SECTION609.9, AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS16.14.3.3.CONDUCTIVITY TESTING TO MEET CITY REQUIREMENTS16.14.4.A COPY OF THE TEST RESULTS MUST BE PROVIDED TO THE OWNER, ENGINEER, CITY, AND AGENCY HAVINGJURISDICTION.16.15.CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE CHAPTER 7, SECTION 719.6.RESILIENT RUBBER JOINTS MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION.17.TOLERANCES:17.1.SANITARY PIPE17.1.1.HORIZONTAL - WITHIN 0.50 FEET OF ALIGNMENT17.1.2.VERTICAL - ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWN WITH NO INTERMEDIATE HIGH POINTS,LEVEL SECTION, OR REVERSE INVERT SLOPE.17.1.3.JOINT DEFLECTION - NO MORE THAN 75% OF MAXIMUM ALLOWABLE, AS RECOMMENDED BYMANUFACTURERS OF PIPE AND JOINT MATERIAL17.2.SANITARY STRUCTURE17.2.1. RIM ELEVATIONS - ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWN.17.3.WATER PIPE17.3.1.HORIZONTAL - WITHIN 0.50 FEET OF ALIGNMENT17.3.2.VERTICAL - 0 FEET PLUS AND 1 FEET MINUS ELEVATION SHOWN, WHILE MEETING THE MINIMUM SEPARATIONREQUIREMENTS AT CROSSINGS.17.3.3.JOINT DEFLECTION: NO MORE THAN 75% OF MAXIMUM ALLOWABLE, AS RECOMMENDED BYMANUFACTURERS OF PIPE AND JOINT MATERIAL17.4.HYDRANTS/VALVES/CURB STOPS/TRACER WIRE ACCESS BOXES/CASTINGS:17.4.1.WITHIN 0.05 FEET OF FINAL ELEVATION.VALVE/TRACER WIRE BOXES, CURB STOPS, AND CASTINGS SHALLNOT EXTEND ABOVE FINAL PAVED SURFACE ELEVATION.1.CONTRACTOR SHALL COMPLY WITH THE SPECIFICATIONS OF THE CITY, CEAM, AND MINNESOTA PLUMBING CODE(MINNESOTA RULES CHAPTER 4714) FOR MATERIALS, INSTALLATION, AND TESTING OF STORM UTILITIES2.CONTRACTOR SHALL PROVIDE 10 FEET MINIMUM HORIZONTAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND SANITARY OR STORM LINES AND STRUCTURES.3.CONTRACTOR SHALL PROVIDE 19 INCH MINIMUM VERTICAL SEPARATION (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE/STRUCTURE) BETWEEN WATER LINES AND OTHER UTILITY LINES. PROVIDE INSULATION WHEREWATER, SANITARY, OR STORM UTILITIES CROSS. OFFSET WATERMAIN AND SERVICES AS NECESSARY.4.CONTRACTOR SHALL VERIFY PIPE SIZE, MATERIAL, AND ELEVATION FOR CONNECTIONS. PROVIDE APPROPRIATEPIPES AND FITTINGS REQUIRED TO MAKE CONNECTIONS TO EXISTING INFRASTRUCTURE AS VERIFIED IN THE FIELD.5.CONTRACTOR SHALL PROVIDE AND INSTALL A FLEXIBLE COMPRESSION JOINT TO MAKE WATERTIGHTCONNECTIONS TO MANHOLES IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, SECTION 719.6. RESILIENTRUBBER JOINTS MEETING ASTM C 923 MAY BE USED IF APPROVED BY AGENCY HAVING JURISDICTION, SEEPROJECT DETAILS.6.CONTRACTOR SHALL PLACE AND COMPACT SUITABLE FILL MATERIAL BEFORE INSTALLATION OF PROPOSEDUTILITIES.7.CONTRACTOR SHALL PROVIDE 4 INCHES THICK OF INSULATION CENTERED ON STORM PIPE IF LESS THAN 4 FEETOF COVER IN PAVEMENT AREAS AND LESS THAN 3 FEET OF COVER IN LANDSCAPE AREAS PER PROJECT DETAILS.8.CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND INSTALLING CATCH BASINS SO THAT THE INLETFRAME AND GRATE PROPERLY ALIGN WITH CURB AND GUTTER.9.DRAINTILE/SUBSOIL DRAIN AROUND BUILDING PERIMETER NOT SHOWN ON CIVIL DRAWINGS. CONTRACTOR SHALLVERIFY IF DRAINTILE REQUIRED WITH ARCHITECT/STRUCTURAL/MEP AND COORDINATE CONNECTION TO STORMSYSTEM WITH ENGINEER.10.INSTALL SUBSOIL DRAINS/DRAINTILE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (LOCATIONS NOT SHOWNON PLANS).11.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED PRIOR TO BACKFILLING IN ACCORDANCEWITH CITY/AGENCY HAVING JURISDICTION REQUIREMENTS.12.PIPE LENGTH INDICATED BETWEEN STRUCTURES IS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTUREUNLESS NOTED OTHERWISE. PIPE LENGTH INDICATED BETWEEN STRUCTURE AND FLARED END SECTION IS FROMCENTER OF STRUCTURE TO END OF FLARED END SECTION.13.STORM SEWER MAINS, SERVICE PIPES, AND FITTINGS TO MEET THE FOLLOWING REQUIREMENTS:13.1.SITE PIPING:13.1.1.12 INCH DIA. AND LARGER, REINFORCED CONCRETE (RC) PIPE CLASS 5 OR AS NOTED ON THE PLAN. WHERESTORM PIPE CROSSES OVER WATER PIPE, STORM PIPE MUST BE PVC SCH 40.13.1.2.6 INCH DIA. AND SMALLER, AS NOTED ON THE DRAWING, PVC SCH 40 PER ASTM D1785 AND ASTM D2665.13.2.ROOF DRAIN LEADER PIPING AND FITTINGS: PVC SCH 40 PER ASTM D 1785 AND ASTM D 2665. INJECTIONMOLDED FITTINGS.13.3.JOINTS: JOINTS MUST BE CERTIFIED BY THE MANUFACTURER TO BE ABLE TO PASS THE AIR TEST ORINTERNAL HYDROSTATIC PRESSURE REQUIRED BY THE AGENCY HAVING JURISDICTION.13.4.CONNECTIONS TO EXISTING: FOR PVC TO PVC CONNECTIONS USE MOLDED FITTINGS FROM COMPOUNDHAVING CELL CLASSIFICATION EQUAL OR EXCEEDING COMPOUND USED IN PIPE TO ENSURE COMPATIBILITY OFRESINS. FOR DISSIMILAR PIPE CONNECTIONS USE FLEXIBILE TRANSITION COUPLINGS PER ASTM C1173 AND D5926OR MARMAC DISSIMILAR PIPE COUPLERS OR APPROVED EQUAL.13.5.SUBSOIL DRAINS: PERFORATED PVC SCH 40 OR SDR 26 IN ACCORDANCE WITH ASTM D 2729 - ¼ INCHPERFORATES AT 3 INCHES ON CENTER, 4 HOLES PER ROW CONFORMING TO ASTM F75813.5.1.COARSE FILTER AGGREGATE: MN/DOT SPEC 3149.2.H.13.5.2.GEOTEXTILE FABRIC WRAP: MN/DOT SPEC 3733, TYPE 113.6.BEDDING: CONTRACTOR SHALL INSTALL PVC AND HDPE PIPING IN ACCORDANCE WITH CEAM, ASTM D 2321AND ASTM F 1668 (FOR GRAVITY SEWER), ASTM D 2774 (FOR PRESSURE PIPE), ASTM A798 (FOR CMP), AND PROJECTDETAILS AND SPECIFICATIONS. CONTRACTOR SHALL INSTALL RC PIPE IN ACCORDANCE WITH CEAM, ASTM C 1479,AND PROJECT DETAILS AND SPECIFICATIONS.13.7.TRACER WIRE: CITY REQUIREMENTS AND PROJECT DETAILS AND SPECIFICATIONS. TRACER WIRE MUST BEA MINIMUM 12 AWG COPPER CLAD STEEL RATED TO 30 VOLTS, HMWPE MEETING ASTM D 1248, UL LISTED FOR USE INDIRECT BURIAL APPLICATION, WITH DESIGNATION ON THE OUTSIDE OF THE WIRE CASING AND FOLLOW APWACOLOR CODE.13.8.CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL SEWER MAINS, LATERALS, SERVICE PIPE ANDCONNECTED TO RISERS, MANHOLES PER CITY REQUIREMENTS AND PROJECT DETAILS AND SPECIFICATIONS.TRACER WIRE MUST BE UL LISTED FOR USE IN DIRECT BURIAL APPLICATION.14.TESTING, INSPECTIONS, AND CERTIFICATIONS MUST COMPLY WITH THE FOLLOWING:14.1.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, AGENCY HAVINGJURISDICTION AND UTILITY SERVICE COMPANIES.14.2.STORM LINES AND STRUCTURES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:14.2.1.SERVICE PIPE AND ROOF DRAIN LEADERS TESTING TO COMPLY WITH MN PLUMBING CODE CHAPTER 7SECTION 712 AND CHAPTER 11 SECTION 110914.2.2.ALL PORTIONS OF SYSTEM (PIPE AND STRUCTURES) THAT PASS WITHIN 10 FEET OF A WATER LINE, WITHIN10 FEET OF A BUILDING, WITHIN 50 FEET OF WATER WELLS, OR THAT PASS THROUGH SOIL OR WATER IDENTIFIEDAS BEING CONTAMINATED MUST BE TESTED IN ACCORDANCE WITH MN PLUMBING CODE CHAPTER 11 SECTION1109.14.2.3.DEFLECTION TESTING TO MEET CITY REQUIREMENTS14.2.4.TELEVISING INSPECTION TO MEET CITY REQUIREMENTS14.2.5.CONDUCTIVITY TESTING TO MEET CITY REQUIREMENTS14.3.A COPY OF THE TEST RESULTS MUST BE PROVIDED TO THE OWNER, ENGINEER, UTILITY PROVIDER, ANDAGENCY HAVING JURISDICTION.15.REFER TO THE MEP PLANS FOR EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS OF BUILDING UTILITYENTRANCE LOCATIONS.16.CONTRACTOR SHALL CLEAN STRUCTURES AND PIPING OF DEBRIS AND SEDIMENT DURING AND AT THE END OFCONSTRUCTION UNTIL ACCEPTED BY THE OWNER AND ENGINEER.17.TOLERANCES:17.1.STORM SEWER PIPE17.1.1.HORIZONTAL - WITHIN 0.50 FEET OF ALIGNMENT17.1.2.VERTICAL - ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWN WITH NO INTERMEDIATE HIGH POINTS,LEVEL SECTION, OR REVERSE INVERT SLOPE.17.1.3.JOINT DEFLECTION - NO MORE THAN 75% OF MAXIMUM ALLOWABLE, AS RECOMMENDED BYMANUFACTURERS OF PIPE AND JOINT MATERIAL17.2.STORM STRUCTURE17.2.1. RIM ELEVATIONS - ZERO PLUS AND 0.08 FEET MINUS ELEVATION SHOWN.1.CONTRACTOR SHALL ANTICIPATE GROUND WATER. NO BID ITEM HAS BEEN PROVIDED FOR DEWATERING AS ALLDEWATERING WORK NECESSARY FOR CONSTRUCTION WILL BE CONSIDERED INCIDENTAL TO OTHER WORK.2.CONTRACTOR SHALL OBTAIN APPLICABLE REQUIRED PERMITS AND SUBMIT DEWATERING PLAN TO ENGINEER FORREVIEW. DEWATERING MUST MEET PERMIT REQUIREMENTS AND BE ACCEPTED BEFORE STARTING CONSTRUCTIONACTIVITIES.3.CONTRACTOR MUST DEWATER IN ACCORDANCE WITH THE PROJECT SWPPP AND NPDES PERMIT.4.CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATER RELATED TO DEWATERING OR BASINDRAINING (E.G. PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENTSEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. CONTRACTOR MAY DISCHARGE FROM THETEMPORARY OR PERMANENT SEDIMENTATION BASINS TO THE SURFACE WATERS IF THE BASIN WATER HAS BEENVISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCECONDITIONS (SEE MINNESOTA RULES CHAPTER 7050.0210, SUBPART 2) WILL NOT RESULT FROM THE DISCHARGE. IFTHE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, ITMUST BE TREATED WITH THE APPROPRIATE BMPs (E.G. SILT BAGS), SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. IF THE CONTRACTOR MUSTDISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE CONTRACTOR MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G. CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGING THEWATER. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROMEROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SANDBAGS, PLASTICSHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES.5.CONTRACTOR MUST DISCHARGE WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THATDOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES,OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.6.IF THE CONTRACTOR IS USING FILTERS WITH BACKWASH WATER, THE CONTRACTOR MUST HAUL THE BACKWASHWATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS,OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THECONTRACTOR MAY DISCHARGE BACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THESANITARY SEWER AUTHORITY. THE CONTRACTOR MUST REPLACE AND CLEAN THE FILTER MEDIA USED INDEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION.1.CITY OF ELK RIVER STANDARD SPECIFICATIONS AND REQUIREMENTS.2.MINNESOTA DEPARTMENT OF TRANSPORTATION (MN/DOT) “STANDARD SPECIFICATIONS FOR CONSTRUCTION”LATEST EDITION AND SUPPLEMENTS.3.CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS FOR UTILITIES LATEST EDITION.4.APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES1.SEE GENERAL NOTES FOR ADDITIONAL PROJECT AND SITE INFORMATION.2.CONTRACTOR SHALL MAINTAIN STREET AND TRAFFIC SIGNS AT ALL TIMES DURING CONSTRUCTION.3.SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY AND COUNTY STANDARDS.4.THE PAVEMENT SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE CITY, COUNTY, OR ENGINEER JUST PRIORTO APPLICATION OF PAVEMENT MARKINGS. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH AROTARY BROOM (NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TOTHE CITY, COUNTY, AND ENGINEER. (INCIDENTAL)5.THE PAVEMENT MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT CLEANING.6.PAVEMENT MARKING EDGE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND PRIVATEENTRANCES IF THEY ARE CONTROLLED BY A YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TOBE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES.7.EXACT LOCATION OF PAVEMENT MARKINGS TO BE FIELD LOCATED BY ENGINEER/CITY/COUNTY.8.CONSTRUCTION AND MATERIALS WITHIN PUBLIC RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH CITY AND COUNTYSPECIFICATIONS AND STANDARDS. MN/DOT SPECIFICATIONS AND STANDARDS APPLY IF NOT COVERED BY LOCALOR COUNTY REGULATIONS. PAVING, PAVEMENT MARKINGS, AND SIGNAGE WITHIN THE SITE SHALL MEET THEFOLLOWING REQUIREMENTS:8.1.BITUMINOUS: CONFORM TO MN/DOT SPEC 23608.1.1.WEARING COURSE MIX DESIGN: MN/DOT MIX SPWEA340B8.1.2.NON-WEARING COURSE MIX DESIGN: MN/DOT MIX SPNWB330B8.1.3.TACK COAT: MN/DOT SPEC 2357, EMULSIFIED ASPHALT, CATIONIC, CSS-1 OR CSS-1H8.1.4.MAXIMUM ALLOWABLE BITUMINOUS LIFT THICKNESS SHALL NOT EXCEED 3 INCHES.8.2.CONCRETE SIDEWALK/DRIVEWAYS/SLABS MATERIALS: CONFORM TO MN/DOT SPEC 24618.2.1.MANUAL PLACEMENT MIX DESIGN: MN/DOT MIX 3F52A8.2.2.HIGH-EARLY CONCRETE REQUIREMENTS: MN/DOT SPEC 2461.2.F.2.b TABLE 2461-78.2.2.1.CONCRETE CURB AND GUTTER MATERIALS: CONFORM TO MN/DOT SPEC 24618.2.3.MANUAL PLACEMENT: MN/DOT MIX 3F528.2.4.SLIP FORM PLACEMENT: MN/DOT MIX 3F328.2.4.1.CONCRETE METAL REINFORCEMENT:8.2.5.REINFORCING BARS: CONFORM TO MN/DOT SPECS 2472 AND 3301, AND AS SPECIFIED ON THE DRAWINGS.8.2.6.TIE WIRE: FEDERAL SPECIFICATION FS QQ-W-461-G, ANNEALED STEEL, BLACK, 16 GAUGE MINIMUM.8.2.7.BAR SUPPORTS: CONFORM TO “BAR SUPPORT SPECIFICATIONS AND STANDARD NOMENCLATURE”, CRSIMANUAL OF STANDARD PRACTICE.8.2.8.WELDED WIRE FABRIC/REINFORCEMENT: CONFORM TO MN/DOT SPEC 2472, AND AS SPECIFIED ON THEDRAWINGS.8.2.8.1.CONCRETE ISOLATION/EXPANSION JOINT MATERIAL: MN/DOT SPEC 3702, TYPE D. PROVIDECAULKING/JOINT SEALANT AND BACKER ROD AS RECOMMENDED BY JOINT MANUFACTURER.8.2.8.2.CONCRETE CURING MATERIALS: CONFORM TO MN/DOT SPECS 37548.2.8.3.CONCRETE PLACING, FINISHING, CURING, AND PROTECTION: CONFORM TO MN/DOT SPECS 2461, 2521,AND 2531, AND APPLICABLE ACI STANDARDS.8.2.8.4.AGGREGATE BASE: MN/DOT SPEC 3138, CLASS 5 AGGREGATE BASE, 100% CRUSHED VIRGINAGGREGATE8.3.PAVEMENT MARKINGS: MN/DOT SPECS 2582 AND 3591 (ACRYLIC LATEX PAINT) WITH DROP ON GLASS BEADS INACCORDANCE WITH MN/DOT SPEC 3592. CONFIRM DESIRED PAVEMENT MARKING MATERIAL WITH JURISDICTIONALAUTHORITY FOR EACH PUBLIC ROAD. PAVEMENT MARKINGS ON PRIVATE PROPERTY SHALL BE ACRYLIC LATEXPAINT.8.4.SIGNAGE: CONFORM TO MN/DOT SPEC 2564, 3352, AND 3402. ALL SIGNS SHALL MEET CRASHWORTHYREQUIREMENTS OF MASH-16.8.4.1.SIGNS SHALL INCLUDE NUMBER AND SIZE OF POSTS IN ACCORDANCE WITH MN/DOT WIND LOADING CHARTFOR SIGNS ON SQUARE TUBE POSTS.8.4.2.MOUNT SIGNS IN ACCORDANCE WITH SQUARE TUBE SIGN MOUNTING MN/DOT STANDARD PLANS.8.4.3.SEE MN/DOT STANDARD SIGNS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" ANDTYPE "D" SIGNS PANELS.8.4.4.SEE MN/DOT MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PART II FOR DETAILS OFTRAFFIC SIGN INSTALLATION.9.CONTRACTOR SHALL PROVIDE CONCRETE JOINTS AS FOLLOWS:9.1.CONTROL JOINTS - MAINTAIN AN ASPECT RATIO (LENGTH TO WIDTH) BETWEEN CONTROL JOINTS AS CLOSE TO 1:1AS FEASIBLE. DO NOT EXCEED ASPECT RATIO GREATER THAN 1.5:1. MATCH EXISTING PATTERN WHERE APPLICABLE.MAXIMUM CONTROL JOINT SPACING SHALL BE 24 TIMES THE SLAB THICKNESS UP TO A MAXIMUM OF 12 FEET (I.E.4-INCH-THICK SLAB = 96 INCH (8 FOOT) MAXIMUM CONTROL JOINT SPACING IN ANY DIRECTION, 8-INCH-THICK SLAB IS12 FEET)9.2.EXPANSION/ISOLATION JOINTS - PROVIDE AT MAXIMUM 60 FOOT SPACING AND THE FOLLOWING:9.2.1.LOCATIONS WHERE ABRUPT CHANGES IN DIRECTION OCCUR9.2.2.LOCATIONS WHERE CHANGES IN WIDTH OCCUR9.2.3.LOCATIONS WHERE ADJOINING EXISTING CONCRETE9.2.4.LOCATIONS ON THE EXTREME THAT ABUT THE BUILDING INCLUDING RAMPS, STAIRS, LANDINGS, CONCRETEAPRONS, ARCHITECTURAL AND LANDSCAPE FEATURES, ETC.9.2.5.LOCATIONS IN CHANGES IN DEPTH (INCLUDING PAVEMENT ADJACENT TO CURB).9.3.WHEREVER POSSIBLE MATCH JOINTS OF ADJACENT CONCRETE WORK.10.TOLERANACES:10.1.BITUMINOUS PAVEMENT LINE, GRADE AND THICKNESS - CONFORM TO MN/DOT SPEC 2360.3.E, EXCEPT ASMODIFIED BELOW:10.1.1.DEVIATIONS ALONG ADA ACCESSIBLE ROUTES THAT EXCEED THE MAXIMUM SLOPES WILL BE CONSIDEREDUNACCEPTABLE.10.1.2.HORIZONTAL/LINE DEVIATIONS IN LOCATION GREATER THAN ±1 INCH WILL BE CONSIDERED UNACCEPTABLE.10.1.3.ANY SURFACE AREA ALLOWING ENTRAPMENT OF WATER AT A DEPTH OF 1/4 INCH OR GREATER WILL BECONSIDERED UNACCEPTABLE.10.1.4.REMOVE AND REPLACE UNACCEPTABLE WORK AS DIRECTED BY THE ENGINEER AT NO COST TO THEOWNER.10.2.CONCRETE PAVEMENT - CONFORM TO MN/DOT SPEC 2521.3.D.3, EXCEPT AS MODIFIED BELOW:10.2.1.VERTICAL DEVIATIONS IN SURFACE GREATER THAN ±3/16 INCH WILL BE CONSIDERED UNACCEPTABLE.DEVIATIONS ALONG ADA ACCESSIBLE ROUTES THAT EXCEED THE MAXIMUM SLOPES WILL BE CONSIDEREDUNACCEPTABLE.10.2.2.HORIZONTAL/LINE DEVIATIONS IN LOCATION GREATER THAN ±1/2 INCH WILL BE CONSIDEREDUNACCEPTABLE.10.2.3.ANY SURFACE AREA ALLOWING ENTRAPMENT OF WATER AT A DEPTH OF 1/8 INCH OR GREATER WILL BECONSIDERED UNACCEPTABLE.10.2.4.REMOVE AND REPLACE UNACCEPTABLE WORK AS DIRECTED BY THE ENGINEER AT NO COST TO THEOWNER.10.3.CONCRETE CURB AND GUTTER: CONFORM TO MN/DOT SPEC 2531.310.4.PAVEMENT MARKINGS: CONFORM TO MN/DOT SPEC 2582.3.C, EXCEPT AS MODIFIED BELOW:10.4.1.LINE WIDTH DEVATIONS LESS THAN OR EQUAL TO ±1/4 INCH FROM THE SPECIFIED WIDTH WILL BE ALLOWEDFOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERALAPPEARANCE.10.4.2.BROKEN LINE SEGMENTS LESS THAN OR EQUAL TO ±1/4 FOOT FROM THE SPECIFIED LENGTHS WILL BEALLOWED FOR STRIPING.10.4.3.ALIGNMENT DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 2 INCHES.10.4.4.MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATIONTOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLY AS CLOSELY ASPRACTICABLE WITH THE PLANNED DIMENSIONS.11.CONTRACTOR SHALL INSTALL A MINIMUM OF 6 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER, SEEDETAILS.1.CONTRACTOR SHALL PROTECT EXISTING TREES THAT ARE NOT TO BE REMOVED. INSTALL ORANGE MESH FENCING,4 FEET HIGH, WITH STAKES EVERY 10 FEET, 5 FEET OUTSIDE OF THE DRIP LINE OF PRESERVED TREES, OR AT THECONSTRUCTION LIMITS. DO NOT PERFORM ACTIONS WITHIN THE PROTECTED AREA THAT MAY HARM THE TREEAND COMPACT THE SOIL, INCLUDING EXCAVATION, STORING MATERIALS, PARKING AND TRAFFIC DURINGCONSTRUCTION. WHERE CONSTRUCTION REQUIRES DISTURBANCE WITHIN THE PROTECTED AREAS, DISTURB THEROOT ZONE AS LITTLE AS POSSIBLE.2.TREE PROTECTION MEASURES/FENCING MUST BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION AND MUST BEREVIEWED BY OWNER AND ENGINEER BEFORE STARTING CONSTRUCTION.3.WHEN TREE ROOTS ARE ENCOUNTERED THAT MUST BE REMOVED, CONTRACTOR SHALL CUT ROOTS CLEANLY ASFAR FROM THE TREE AS POSSIBLE AND IMMEDIATELY WATER AND BACKFILL OVER THE ROOTS TO PREVENTDRYING.1.THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 SHERBURNE COUNTY COORDINATES SYSTEM US FOOT.2.THE VERTICAL CONTROL FOR THIS PLAN IS NAVD88.1.CONTRACTOR MUST NOTIFY OWNER, ENGINEER, AND CITY A MINIMUM OF 48 HOURS IN ADVANCE OF THEFOLLOWING ACTIVITIES FOR ATTENDANCE AND OBSERVATION:1.1.PRE-CONSTRUCTION MEETING1.2.UNDERGROUND PIPING AND UTILITIES INSTALLATION1.3.UTILITY TESTING1.4.STRUCTURES AND APPURTENANCES INSTALLATION1.5.SUBGRADE PREPARATION1.6.BASE INSTALLATION1.7.PAVEMENT INSTALLATION1.COPIES OF COMPACTION, CONCRETE, AND OTHER TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLYFROM THE INDEPENDENT TESTING LABORATORY.2.GEOTECHNICAL TESTING MUST BE COMPLETED BY THE OWNER'S GEOTECHNICAL ENGINEER/INDEPENDENTTESTING LABORATORY. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED GEOTECHNICAL TESTSAND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.3.TEST REPORTS REQUIRED MAY INCLUDE, BUT NECESSARILY LIMITED TO:3.1.DENSITY TESTS OF SOIL AND PAVEMENT COMPACTION3.2.CONCRETE COMPRESSION, AIR, AND SLUMP TESTS3.3.BACTERIOLOGICAL TESTS OF WATER SYSTEM3.4.MANDREL TESTS OF SANITARY AND STORM SYSTEM3.5.PRESSURE/LEAK TESTS OF WATER/SANITARY/STORM SYSTEM3.6.OTHER TESTING REQUIRED BY AGENCY/MUNICIPALITY HAVING JURISDICTION4.RE-WORK/RE-TESTING DUE TO FIELD TEST FAILURE ARE AT NO ADDITIONAL COST TO THE OWNER.1.OWNER WILL SECURE THE FOLLOWING PERMITS. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMSAND PROVISIONS OF THESE PERMITS:1.1.MDH WATERMAIN EXTENSION PERMIT1.2.MPCA/MCES SEWER EXTENSION PERMIT1.3.WATERSHED ORGANIZATION PERMIT1.4.WCA/USACE WETLAND PERMITS1.5.MPCA INDUSTRIAL STORMWATER PERMIT2.CONTRACTOR RESPONSIBLE TO SECURE ALL OTHER FEDERAL, STATE, COUNTY, AND CITY PERMITS NECESSARYFOR CONSTRUCTION. CONTRACTOR SECURED PERMITS MAY INCLUDE BUT ARE NOT LIMITED TO:2.1.NPDES (CO-SUBMITTAL WITH OWNER, FEE BY CONTRACTOR) PERMIT2.2.DNR WATER APPROPRIATION PERMIT FOR CONSTRUCTION DEWATERING2.3.DLI PLUMBING PERMIT2.4.MCES DIRECT CONNECTION PERMIT'2.5.COUNTY ACCESS PERMIT2.6.COUNTY UTILITY PERMIT2.7.COUNTY WORK IN ROW PERMIT2.8.CITY PERMITS2.9.DEMOLITION PERMITS2.10.FAA AIR SPACE ENCROACHMENT PERMIT
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