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GENERAL NOTES1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards andspecifications set forth by the CITY OF REXBURG standard specifications and drawings, and requirements of the IdahoStandards for Public Works Construction, (ISPWC) current edition.2.All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forthherein, whichever is more restrictive.3.The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based onrecords of the various utility companies and where possible, measurements taken in the field. The Contractor must call thelocal utility location center at least 48 hours before any excavation to request exact field locations of the utilities.4.A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors,Subcontractors and/or Utility Contractors shall be present.5.All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.6.The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainageimprovements are in place and functioning.7.All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of anyjurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring,and security within and around the construction area.8.Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at therequest of the agency and/or Engineer.9.CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c)placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor fromthe responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OFREXBURG without the approval of the Project Engineer.10.Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval.11.Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the jobwithout the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must alsomaintain a set of plans stamped with approval by the Department of Environmental Quality on site.12.Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interiorcorners are verified to be in place.13.Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing aStorm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPAat 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hoursprior to the beginning of construction.14.The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in fromthe site.15.All measures possible shall be taken to ensure erosion control with Best Management Practices.16.Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer.17.All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way.18.Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction.19.All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements.20.CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the siteimprovements meet or exceed standards and design as per the approved construction drawings.21.To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc.22.Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result innon-acceptance of the site by DEQ, Engineer, City etc.23.A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECTENGINEERING prior to the walk-thru.24.A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the roadright-of-way not shown on these improvement drawings.25.Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OFREXBURG.26.Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision.Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments willbe reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance.27.All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at theContractors expense.28.It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW forbore.29.Plans are intended to be printed in color for added clarity of design.
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ELECTRICAL NOTES1.All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Eachutility shall be constructed to its own policy.2.Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installedby the Developer/Contractor.3.All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and36" radius elbows shall be schedule 40 pvc.4.The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade).Including 6" of sand bedding below and above top of conduits.5.Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by RockyMountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench thatis less than 48" deep.6.The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except thosefacilities shown to be relocated or moved per Rocky Mountain Power contractors map.7.Coordinate all electrical construction with Rocky Mountain Power.8.Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electricalfacilities, except those facilities inside city rights of way.9.The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along allPublic Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase streetlight assembly provided and installed by Rocky Mountain Power.10.If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, andinstallation details.11.With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation or(with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaksand hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc.12.Contact Rocky Mountain Power prior to construction.CHECK BY
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REFERENCESNOTE:NOT ALL HATCHES, LINETYPES,REFERENCES, AND SYMBOLS ON THISSHEET ARE INCLUDED IN THIS PLAN SET.100-1RETAIN AND PROTECT403-1FIRE HYDRANT-DETAIL PER ISPWC AND CITY OFREXBURG SUPPLEMENTAL SPECIFICATIONS TO THEISPWC PER ISPWC SD-404 402-6INSTALL 6" WATER VALVE PER ISPWC AND CITY OF REXBURGSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.PER ISPWC SD - 406404-1.5INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDINGMETER PER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. PER IF ISPWC SD-402 ANDREXBURG STANDARD DRAWING.501-8INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN.502-1INSTALL 4' SS MH PER ISPWC SD-501504-4INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPETO EASEMENT PER ISPWC-511601-12INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE602-1INSTALL INFILTRATION MANHOLE PER DETAIL ON THIS SHEET 602-2INSTALL CATCH BASIN TYPE I PER ISPWC SD-601706-1INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG DETAIL SH
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706-T1INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STANDARDSHEETS 11 AND 12 706-2INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL THIS SHEET706-D1INSTALL CURB DRAIN PER ISPWC SD-715 602-3 INSTALL SD MANHOLE TYPE A WITH REGULAR LID PERISPWC-612 RETAIN AND PROTECTEARTHWORK402-8INSTALL 8" WATER VALVE PER ISPWC AND CITY OF REXBURGSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.PER ISPWC SD - 406402-12INSTALL 12" WATER VALVE PER ISPWC AND CITY OF REXBURGSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.PER ISPWC SD - 406404-1INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. PER ISPWC SD-401 ANDREXBURG STANDARD DRAWING.SEWER501-12INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.22% MIN.STORMCONCRETE 505-6INSTALL 6" C-900 PRESSURIZED SANITARY SEWER1102-1INSTALL STREET LIGHT PER CITY OF REXBURG STANDARD DETAILSHEETS 9 AND 10 TRAFFIC SIGNAL ANDSTREET LIGHTING1103-1INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD.404-2INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. PER IF SD-402 AND REXBURGSTANDARD DRAWING 706-A1INSTALL CONCRETE COMMERCIAL APPROACH PER CITY OF REXB
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ISPWC SD - 403601-36INSTALL 36" ADS N 12 STORM PIPE @ 0.05% MIN SLOPEINSTALL INFILTRATION MANHOLE PER CITY OF REXBURGINFILTRATOR DETAIL 602-4 200-1SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCHPER CITY OF REXBURG TRENCH DETAIL SHEET 8401-8INSTALL 8" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-6INSTALL 6" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-8.90INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.8.6INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWCSD - 403 WATER401-10INSTALL 10" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-12INSTALL 12" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-8.8.8INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.6.6INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403401-12.12.12INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403401-6.90INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-6.22INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-6.45INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-8.11INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-8.22INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-8.45INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.6INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403401-12.12.8INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403
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901-4INSTALL 6" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN CO
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901-8INSTALL 4" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLO
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PER ISPWC SD-403 901-4.22INSTALL 4"x4"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOC
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PER ISPWC SD-403 901-4.4.4INSTALL 6"x6"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOC
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PER ISPWC SD-403 901-6.6.4 INSTALL 6" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLO
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PER ISPWC SD-403 901-6.11INSTALL 8" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLO
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PER ISPWC SD-403 901-8.11INSTALL 8" x 6" PRESSURE IRRIGATION REDUCER WITH THRUSTBLOCK PER ISPWC SD-403 901-8.6INSTALL 6" x 4" PRESSURE IRRIGATION REDUCER WITH THRUSTBLOCK PER ISPWC SD-403 901-6.4INSTALL 4" VALVE PER ISPWC SD - 406902-4INSTALL 6" VALVE PER ISPWC SD - 406902-6INSTALL 8" VALVE PER ISPWC SD - 406902-8INSTALL 1" IRRIGATION SERVICE WITH VALVE BOX PER REXBURGSTANDARD DRAWING SHEET 13 903-1 706-V1INSTALL VALLEY GUTTER PER CITY OF REXBURG STANDARD SHE
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Install 55' of 12" ADS N 12 Storm Pipe @ 1.20%CB-1GRATE:4855.84S INV IN:4852.94E INV OUT:4852.84SDMH-4Rim:4854.97NE INV OUT:4850.97 SDMH-2Rim:4856.27W INV IN:4852.18S INV IN:4852.18E INV OUT:4852.08 SDMH-1Rim:4855.93W INV IN:4852.08
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706-F1 706-12
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TRANSITION FROM LIP U
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601-12 601-12 PERFORATEDSEE PERF PIPE AND ROCKSECTION ON SHEET 6
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WOOD POSTS 4'-0" MIN.LENGTH 2'-0" MIN.DEPTH IN GROUNDGEOTEXTILE FABRICONLYBACKFILL ANDCOMPACT TRENCHWITH EXCAVATED SOIL.ATTACH THE FABRIC TO THEPOSTS WITH WIRE STAPLESOR WOODEN LATH AND NAILS.NOT TO SCALEFLOWDIRECTION
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SLOPE ENTRANCE TO WASHOUT AREA FORCONTAINMENT PURPOSES WASHOUT AREA MUST BEENCLOSED W/ SILT FENCEPROVIDE BERM AROUNDWASHOUT AREA EXCAVATE BOTTOM 1' TO PROVIDELOWERED BOWL-LIKE AREA WASHOUT TO BE LINED WITH CLEANROCK OR RIP-RAP TO ACT AS FILTERAND EROSION CONTROLNOT TO SCALECHECK BY
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THIS IS NOT A FULLSWPPP. OWNER ORCONTRACTOR ISRESPONSIBLE FOR ACOMPLETE SWPPP
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