The URL can be used to link to this page

Home My WebLink AboutPLANS 2 - 21-00551 - City of Rexburg - Nature Park - RestroomScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTSHEET INDEX AND VICINITY MAPSHEET INDEX06/25/20211 = 2AS NOTED1SHEET INDEX & VICINITY MAPGENERAL NOTESPROJECT PLAN VIEWPARKING LOT ELEVATIONSMISCELLANEOUS DETAILSMISCELLANEOUS DETAILS (2)MISCELLANEOUS DETAILS (3)CITY OF REXBURGREXBURGGENERALLOCATIONNATURE PARK PARKING LOTPROJECT NO. PRK-02-21PROJECTLOCATIONVICINITY MAPSHEET INDEX12345HAL F S I Z E GEDJOERARSETSIGE R TATEOFI DA HOLY12908PRO F E SSI ONALENGINEER67 ScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTGENERAL NOTESSPECIFICATIONS06/25/20211 = 2AS NOTED2GENERAL NOTESWATER:1.MINIMUM COVER OVER WATER LINES IS 5 FEET, UNLESS OTHERWISE SPECIFIED ONTHESE PLANS.2.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT PIPELENGTH.3.THERE SHALL BE A 10 FEET MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEENALL WATER LINES AND SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSSAT APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICALSEPARATION SHALL BE MAINTAINED.4.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FORWATER REQUIRED FOR TESTING, COMPACTION, AND DUST CONTROL MEASURES. AWATER METER WILL BE PROVIDED BY THE CITY AT NO CHARGE.5.PLACE ALL VALVES AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANYCONCRETE CURB AND GUTTER OR SIDEWALK IMPROVEMENTS.6.ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATEDIN THE FIELD BY THE ENGINEER TO AVOID UNFORESEEN UTILITY INTERFERENCE.7.TRACER WIRE (#12 BLUE) IS REQUIRED ON ALL NEW WATER LINES CONSTRUCTEDWITHIN THE CITY.EXCAVATION:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULARMATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BENECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.2.ALL TRENCH BACKFILL COMPACTION SHALL BE TYPE A-1 UNLESS OTHERWISESPECIFIED ON PLANS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHAREQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINEDSPACE, AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION.GENERAL:1.UNLESS OTHERWISE SHOWN ON THESE PLANS, ALL WORK IS TO BE DONE INACCORDANCE WITH THE LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLICWORKS (I.S.P.W.C.) CONSTRUCTION AND THE CITY OF REXBURG'S REVISIONS.2.PIPE MATERIAL FOR THIS PROJECT SHALL BE:WATER SERVICE LINE 2" POLYETHYLENE CLASS 200PRESSURE SEWER SERVICE LINE 2" POLYETHYLENE CLASS 2003.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THESTART OF CONSTRUCTION. IN CASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.4.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISENOTED.5.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALLLANDSCAPING INCLUDING SPRINKLER SYSTEMS, TREES, UTILITIES, DITCHES,CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEADGATES, AND ALL OTHERMISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BEREPAIRED AT CONTRACTOR'S EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER.6.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARETO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHENCONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. ITSHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATEUTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BEAFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTINGUTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION ATNO ADDITIONAL COST TO THE OWNER.7.MINIMUM CLEARANCE BETWEEN NEW PIPELINES, EXISTING UTILITIES, ANDSTRUCTURES (EXCEPT SEWERS) SHALL BE TWO FEET HORIZONTALLY.8.THERE ARE OTHER EXISTING FACILITIES WITHIN THE CONSTRUCTION CORRIDOR THATARE NOT SHOWN ON THE PLANS. THESE MAY INCLUDE BUT ARE NOT LIMITED TO THEFOLLOWING: MAILBOXES, STREET SIGNS, ETC. CONTRACTOR SHALL RETAIN ANDPROTECT WHEN POSSIBLE AND REPLACE IN KIND OTHERWISE. THIS WORK WILL BEINCIDENTAL TO OTHER BID ITEMS.9.THE PHOTO SHOWN ON THESE PLANS WAS TAKEN IN 2020 AND DOES NOTACCURATELY REPRESENT CURRENT DEVELOPMENT.10.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLEFOR COMPLIANCE WITH ALL SAFETY LAWS OF ANY JURISDICTIONAL BODY. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, ANDCONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA.11.WORK SUBJECT TO APPROVAL BY ANY POLITICAL AGENCY MUST BE APPROVED PRIORTO: BACKFILLING TRENCHES FOR PIPE, PLACING OF AGGREGATE BASE, PLACING OFCONCRETE, AND PLACING OF ASPHALT PAVING. WORK DONE WITHOUT SUCHAPPROVAL DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OFPERFORMING THE WORK IN AN ACCEPTABLE MANNER.12.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVEDCONSTRUCTION PLANS ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THECONSTRUCTED PIPELINE AND ANY OTHER UTILITIES ENCOUNTERED. THECONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USEIN THE PRODUCTION OF RECORD DRAWINGS PRIOR TO FINAL APPROVAL OF THEPIPELINE INSTALLATION.13.SURFACE REPAIR NOT CALLED OUT ON THE PLANS SHALL BE REPLACED IN KIND ANDBE INCIDENTAL TO THE OTHER BID ITEMS.14.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO (2)WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUESTINSPECTION OF WATER AND SEWER LINES AND APPURTENANCES TWENTY FOUR (24)HOURS IN ADVANCE OF BACKFILLING.MISCELLANEOUS:1.LOCATIONS OF UTILITY CONNECTIONS FOR PREFABRICATED RESTROOM AREAPPROXIMATE. CONTRACTOR TO VERIFY LOCATIONS OF UTILITY CONNECTIONS TOPREFABRICATED RESTROOM IN FIELD.STREETS AND TRAFFIC:1.THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES INACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES.HAL F S I Z E GEDJOERARSETSIGE R TATEOFI DA HOLY12908PRO F E SSI ONALENGINEER 196.1'208.2'209.6'4866.3FG4865.7RIBBONCURB4865.7RIBBONCURB4854.72EO4855.70EO4856.10RIBBONCURB4861.70RIBBONCURB4854.71EO34'46'60'4861.00RIBBONCURB25'4855.10RIBBONCURB4865.7RIBBONCURB4865.7RIBBONCURB4865.6RIBBONCURB4865.5RIBBONCURB4865.4RIBBONCURB4865.7RIBBONCURB4865.3CONCRETEPAD4865.7RIBBONCURB13.0'20.0'24.0'4863.4RIBBONCURB4862.2RIBBONCURB4861.6RIBBONCURB4856.05RIBBONCURB39'61'20'15'18'37'4864.96RIBBONCURB4866.3FG4866.3TOP OF PAD3.2% GRADE124'CL2% GRADE (TYP PARKING LOT)SHEETDRAINSHEETDRAINSHEETDRAINSHEETDRAINSHEETDRAINSHEETDRAINScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTPROJECT PLAN VIEWPLAN VIEW06/25/20211 = 21" = 40'3INSTALL E-ONE GRINDER PUMPAND CONNECT TO EXISTING 2"PRESSURE SEWER LINECONNECT NEW PREFABRICATEDRESTROOM TO NEW EXTENSIONOF EXISTING 2" WATER LINE.CONNECT NEW PREFABRICATEDRESTROOM TO E-ONE GRINDERPUMP WITH +/- 35' OF 2" C900PRESSURE SEWER PIPE.CONNECT NEW RESTROOM TOEXISTING MAIN PANEL INSIDE OFEXISTING SHOP BUILDING. SURFACEMOUNT CONDUIT INSIDE OF BUILDING.CONDUIT SIZE TO BE SPECIFIED PER NECFOR 200 AMP SERVICE PANEL.CONDUITLENGTH +/- 455'.B5TIE ASPHALT INTOEXISTING CONCRETE PADB6HAL F S I Z E GEDJOERARSETSIGE R TATEOFI DA HOLY12908PRO F E SSI ONALENGINEERRELOCATE 190' OFEXISTING 6' CHAIN LINKFENCE PARALLEL TONEW PARKING LOTINSTALL NEW 2" VALVEON EXISTING WATERLINE. CONTINUE 2" POLYWATER LINE +/- 35' TORESTROOM.PAD CROSS SECTIONC6CONCRETE SIDEWALK TO RESTROOM BYOTHERS (NOT INCLUDED IN THIS PROJECT)A,B7A5HOT TAP 24" PRESSURESEWER MAIN TO TIE IN 2"PRESSURE SEWER SERVICEWITH 2" GATE VALVEA6CONNECT EXISTING LIGHTPOLE TO ELECTRICAL PANELIN NEW RESTROOM (+/- 125')TERMINATE POWER TO LIGHTPOLE AT EXISTING BUILDINGB7 4866.3FG4865.7RIBBONCURB4865.7RIBBONCURB4854.72EO4855.70EO4856.10RIBBONCURB4861.70RIBBONCURB4854.71EO34'46'60'4861.00RIBBONCURB4855.10RIBBONCURB4865.7RIBBONCURB4865.7RIBBONCURB4865.6RIBBONCURB4865.5RIBBONCURB4865.4RIBBONCURB4865.7RIBBONCURB4865.3CONCRETEPAD4865.7RIBBONCURB13.0'20.0'24.0'4863.4RIBBONCURB4862.2RIBBONCURB4861.6RIBBONCURB4856.05RIBBONCURB39'61'20'15'18'37'4864.96RIBBONCURB4866.3FG4866.3TOP OF PAD3.2% GRADE124'CL2% GRADE (TYP PARKING LOT)SHEETDRAINSHEETDRAINSHEETDRAINSHEETDRAINSHEETDRAINSHEETDRAINScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTPARKING LOT ELEVATIONSPLAN VIEW06/25/20211 = 21" = 20'4B6HAL F S I Z E GEDJOERARSETSIGERTAT EOFI DA HOLY12908PRO F E SSI ONALENGINEERPARKING LOT ELEVATIONSSCALE: 1" = 20' ScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTMISCELLANEOUS DETAILSDETAILS06/25/20211 = 2AS NOTED5SEWER PUMP STATION DETAILNOT TO SCALEB5HAL F S I Z E GEDJOERARSETSIGE R TATEOFI DA HOLY12908PRO F E SSI ONALENGINEERSIZE (DRISCO PIPE 8600 ULTRA LINE) 1". ENDPOLYETHYLENE PIPE SIDR 9, CLASS 200 IN IRON PIPE SERVICE PIPE: ULTRA HIGH MOLECULAR WEIGHTNO GALVANIZED PIPE OR YELLOW BRASS FITTINGS TOALL PRODUCTS AS LISTED OR APPROVED SUBSTITUTIONS.NO SERVICE CONNECTIONS WITHIN ONE FOOT OF THE WATER MAIN.PIPE ENDS. STAGGER MULTIPLE CONNECTIONS MADE ON LEGEND:THE SAME JOINT OF PIPE THE ALONG CIRCUMFERENCE AND SEPARATED BY A MINIMUM OF ONE FOOT.BE USED.BEVEL WITH MUELLER TOOL ONLY.15° UNLESS OTHERWISEDIRECTED BY THEENGINEERNO. 12 COPPER FINDER WIRE.SEE SD-514 FOR SPLICINGFORD F1101-4-GNL 1"CORPORATION STOP.3/4" & 1" WATER SERVICE CONNECTION DETAILNOT TO SCALESERVICE LINE (TYP) NO SPLICINGIS ALLOWED.ADIRECT TAP WITH FORD BRANDPOLY CORPORATION VALVE.553421DCBA54321NOTES: HAL F S I Z E GEDJOERARSETSIGE R TATEOFI DA HOLY12908PRO F E SSI ONALENGINEERScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTMISCELLANEOUS DETAILS (2)DETAILS06/25/20211 = 2AS NOTED6RESTROOM SITE PREPARATIONNOT TO SCALEC6PLAN VIEW13'-0"'3/4" CRUSH(3.5")PERIMETER OF RESTROOMPAD (TO BE INSTALLED BYCONTRACTOR)20'-0"' 17'-6"'10'-8"'GRANULAR BORROW(12")CRUSHER REJECT(4" MIN)PROFILE VIEWNATIVE GROUNDPRECAST RESTROOM (INCLUDING5" CONCRETE FOUNDATION) TO BEDELIVERED AND PLACED BYMOUNTAIN WEST PRECAST AFTERPAD PREPARATIONTOP OF RESTROOM PADELEVATION 4866.3'PERIMETER OF PRECASTRESTROOM (TO BE PLACED BYMOUNTAIN WEST PRECAST)PARKING LOT CROSS SECTIONNOT TO SCALEB6SLOPE 2%CLGRAN. BORROW(12")3/4" CRUSH(3-1/2")ASPHALT(2-1/2")1' X 1' RIBBON CURBVARIESREPAIRLANDSCAPINGMIRAFI 160NGEOTEXTILE FABRIC24" PRESSURE SEWER MAIN.LEGEND:NO. 12 COPPER FINDER WIRE.SEE SD-514 FOR SPLICINGFORD F1101-4-GNL 2"CORPORATION STOP.PRESSURE SEWER TIE-IN DETAIL2" SERVICE LINEANOT TO SCALEDIRECT TAP WITH FORD BRANDPOLY CORPORATION VALVE.6CAST IN PLACE CONCRETE THRUSTBLOCK (1 SQ. FT. OF THRUST BLOCKREQUIRED).2" C.I. AUXILIARY VALVECAST IRON VALVE BOX.MECHANICAL CONNECTION9988767625341543211.ALL PRODUCTS AS LISTED ORAPPROVED SUBSTITUTIONS.2.NO GALVANIZED PIPE OR YELLOWBRASS FITTINGS TO BE USED.NOTES:15° UNLESS OTHERWISEDIRECTED BY THEENGINEER HAL F S I Z E GEDJOERARSETSIGE R TATEOFI DA HOLY12908PRO F E SSI ONALENGINEERScaleProject Name and AddressEXBURGRPlot ScaleDateDescriptionSheetFirm Name and AddressCITYOFAmerica's Family CommunityCITY O F REXBURG,IDAHOESTABLISHEDI 883CITY OF REXBURGNATURE PARK PARKING LOTMISCELLANEOUS DETAILS (3)DETAILS06/25/20211 = 2AS NOTED7RESTROOM FLOOR PLANNOT TO SCALEA7NOTE:THE FLOOR PLAN IS INCLUDED FOR REFERENCE OFLOCATION OF UTILITIES TO ASSIST CONTRACTORIN CONNECTION OF SAID UTILITIES.CONSTRUCTION, DELIVERY, AND PLACEMENT OFPREFABRICATED RESTROOM NOT A PART OF THISPROJECT.RESTROOM UTILITY TIE IN DETAILNOT TO SCALEB7RESTROOMRESTROOMENTRYAREAWATER AND PRESSURE SEWERTO TIE INTO PLUMBINGBLOCKOUTCONDUIT TO TIE INTOELECTRICAL PANEL