HomeMy WebLinkAboutSITE PLANS - M19-00104 - Helena - 1693 N 7th E - Helena Dry Fertilizer StorageALWAYS THINK SAFETY
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File Info: C:\Users\Desktop2017a\Noesis\Northwest Engineering Team Site - Documents\Active Projects\19096 Stueve Sugar City Civil and Survey\5.0 Drawings\20190820 Helena sugar city.dwg Plot Date: 8/22/2019 11:47 AMSaved: 8/22/2019 11:47 AM
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HELENA AGRI-ENTERPRISES
SUGAR CITY, IDAHO
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GENERAL1. CONTRACTOR SHALL FOLLOW THE ISPWC FOR ANY WORK DONE WITH IN THE PUBLIC RIGHTS OF WAY.2. CONTRACTOR SHALL FOLLOW ISPWC SPECIFICATIONS.3.CONTRACTOR SHALL NOTIFY “DIG LINE” AT LEAST 72 HOURS BEFORE EXCAVATING.4. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY; CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHASTANDARDS AND LOCAL REQUIREMENTS.5. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERALAMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS.6. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES SHALL BE STABILIZED WITH PLANTINGS OROTHERWISE RECEIVE 6 INCHES ON MULCH OR LOAM AND SEED AS DIRECTED BY THE ARCHITECT OR OWNER7. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TOSUBGRADE ELEVATIONS.8. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAINNECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, ANDIN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATEPERMITS.9. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.10. AREA OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTORTO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.11. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION ANDCONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OFTHE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THEAPPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRSAND CORRECTIVE ACTION IF SUCH OCCURS.13. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.14. CONTRACTOR SHALL CONTROL STORM WATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFFSITE AREA, ANDSHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.15. THE CONTRACTOR SHALL EVALUATE ANY DEWATERING REQUIRED BY THE WORK TO DETERMINE IF COVERAGE UNDER THE ENVIRONMENTALPROTECTION AGENCY (EPA) DEWATERING GENERAL PERMIT (DGP) IS REQUIRED FOR DEWATERING DISCHARGES. IF COVERAGE IS REQUIREDUNDER THE DGP, PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL FILE A DGP NOTICE OF INTENT WITH THE EPA FORCONSTRUCTION DEWATERING ACTIVITIES AND COMPLY WITH ALL PERMIT REQUIREMENTS THEREIN. CONTRACTOR SHALL CONFIRM THEOWNER HAS ALSO FILED A NOTICE OF INTENT.UTILITIES1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITSREPRESENTATIVES HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWNDOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEEAGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERINGMATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, ANDELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITHEXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.2. WHERE EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCHTHAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELYDETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FORTHE RESOLUTION OF THE CONFLICT AND CONTRACTORS FAILURE TO THE NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASESOWNER FROM OBLIGATION FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.3. SET INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. IF NOT SHOWNON PLAN FIELD LOCATE AND SLOPE ACCORDING TO THE OWNER/ARCHITECT, PLUMBING CODE AND THE LOCAL AUTHORIZING AUTHORITY.4. RIM ELEVATIONS FOR MANHOLES AND SEWER CLEANOUTS, WATER VALVE COVERS, ELECTRIC AND TELEPHONE PULL BOXES AND OTHER SUCHITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:a. PAVEMENTS AND CONCRETE SURFACES: FLUSHb. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSHc. LANDSCAPE, LOAD AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIMELEVATION6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLEDACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIREALARM, ETC). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.7. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THEALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK ISPERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY.8. UTILITY PIPE MATERIALS SHALL BE ACCORDING TO THE LOCAL AUTHORIZING AUTHORITY, PLUMBING CODE AND THE OWNER. STORM SEWER,IF APPLICABLE, SHALL BE POLYVINYL CHLORIDE (PVC) SDR-26, UNLESS OTHERWISE NOTED ON THE PLAN.9. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OFELECTRICAL FURNISHED SITE WORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS,SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY OR AS INDICATED ONTHE DRAWINGS.LAYOUT AND MATERIALS1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKING, UNLESSOTHERWISE NOTED.2. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS,RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, ETC.3. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY ALICENSED LAND SURVEYOR.4. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUALDIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERSLITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES.CONSTRUCTION SEQUENCE1. SURVEY AND STAKE LIMITS OF DISTURBANCE.2.INSTALL EROSION CONTROL CARRIERS, CONSTRUCTION EXITS, PRIOR TO START OF CONSTRUCTION, TO BE MAINTAINED UNTIL COMPLETIONOF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER.3. CLEAR ALL AREAS TO BE DISTURBED BY CONSTRUCTION AND PERFORM DEMOLITION OPERATIONS.4. REPAIR, CLEAN, AND REPLACE AND SEDIMENT CONTROLS DAMAGED DURING AND/OR AFTER RAINFALL EVENTS.5. STRIP LOAM AND PAVEMENT, OR RECLAIM PAVEMENT WITHIN LIMITS OF WORK AND STOCKPILE EXCESS MATERIAL.6. CONSTRUCT TEMPORARY SEDIMENTATION BASINS AS REQUIRED.7. PERFORM PRELIMINARY SITE GRADING AND CONSTRUCT TEMPORARY DIVERSION SWALES AS REQUIRED. THE CONTRACTOR SHALL BERESPONSIBLE FOR INSURING THAT THE PRELIMINARY GRADING ALLOWS SURFACE WATER RUN-OFF FROM UNSTABILIZED AREA TO FLOWTOWARDS THE TEMPORARY SEDIMENTATION BASINS.8. PREPARE BUILDING PAD TO ENABLE BUILDING CONSTRUCTION TO BEGIN.9. INSTALL SEWER SERVICE, WATER SERVICE, AND OTHER UTILITIES IN ACCORDANCE WITH THE PLANS AND DETAILS.10. PERFORM FINAL/FINE GRADING INCLUDING SLOPE STABILIZATION BLANKETS WHERE REQUIRED.11. PERFORM ALL REMAINING SITE CONSTRUCTION.12. LOAM AND SEED OR PLANT ALL REMAINING DISTURBED AREA.13. REMOVE TEMPORARY EROSION CONTROL MEASURES, SILT FENCE, UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OFSTABILIZED PERMANENT GROUND COVER.14. CLEAN ALL DRAINAGE WAYS AND PIPES WITHIN THE PROJECT LIMITS OF ALL SILT AND DEBRIS.INSPECTIONSALL WORK DONE IN PUBLIC RIGHT OF WAY INCLUDING TRENCHING, BACKFILL, COMPACTION, WATER CONNECTION, SEWER CONNECTION, WATERMETER INSTALLATION, STORM SEWER CONNECTION, ETC. WILL BE INSPECTED BY THE PUBLIC WORK DEPARTMENT OR THE REPRESENTATIVE FROMENGINEER OF RECORD.
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File Info: C:\Users\Desktop2017a\Noesis\Northwest Engineering Team Site - Documents\Active Projects\19096 Stueve Sugar City Civil and Survey\5.0 Drawings\20190820 Helena sugar city.dwg Plot Date: 8/22/2019 11:47 AMSaved: 8/22/2019 11:47 AM
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HELENA AGRI-ENTERPRISES
SUGAR CITY, IDAHO
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File Info: C:\Users\Desktop2017a\Noesis\Northwest Engineering Team Site - Documents\Active Projects\19096 Stueve Sugar City Civil and Survey\5.0 Drawings\20190820 Helena sugar city.dwg Plot Date: 8/22/2019 11:47 AMSaved: 8/22/2019 11:47 AM
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File Info: C:\Users\Desktop2017a\Noesis\Northwest Engineering Team Site - Documents\Active Projects\19096 Stueve Sugar City Civil and Survey\5.0 Drawings\20190820 Helena sugar city.dwg Plot Date: 8/22/2019 11:47 AMSaved: 8/22/2019 11:47 AM
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2' Min6" Min FilterFabric Embedment6"Min 5' MaxPost Spacing18" MIN. DRIVENPOST EMBEDMENT NOTES:1. TEMPORARY SILT FENCE SHALL BE INSTALL
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BOTH POSTS AND BURY THE FLAP. COMPACT
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SPLICE DETAIL-PLAN VIEWFABRIC ANCHOR DETAIL ELEVATION FILTER FABRIC FASTENERS - MIN. NO. 10 GAGEWIRE OR 50 LB PLASTIC ZIPTIES MIN. 3 PER POSTFILTER FABRICDIRECTION OF FLOWUNDISTURBED GROUND LINECOMPACTED BACKFILL RO
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FIRST FENCESECOND POSTFIRST P
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