HomeMy WebLinkAbout3-24-20- Rahim- Construction PlansSHEET NUMBER
C - 1.0 TITLE SHEET AGENCY REVIEW SET CONSTRUCTION PLANS FOR:CHUBBUCK MEDICAL CENTER - MEDICAL OFFICE BUILDINGSITE IMPROVEMENTSLOCATED IN CHUBBUCK, IDAHOPROJECT NO. 19090MARCH 2020SPECIFICATIONSIDAHO STANDARDS FOR PUBLIC WORKSCONSTRUCTION AND CITY OF SPECIFICATIONS,CURRENT EDITIONS, SHALL BE USED FOR THECONSTRUCTION OF THIS PROJECT. IF A CONFLICTOCCURS THE MORE STRINGENT REQUIREMENT SHALLBE DEEMED TO GOVERN OVER THE PROJECT ASDETERMINED BY THE ENGINEER.DETAIL REFERENCESTHE DETAILS AND SPECIFICATIONS ON THIS PLAN SETSHALL GOVERN THIS PROJECT. WHERE THERE IS ACONFLICT BETWEEN THESE DOCUMENTS & AGOVERNING STANDARD, THE MOST "STRINGENT"REQUIREMENT SHALL BE DEEMED TO GOVERNUNLESS OTHERWISE APPROVED.ATTENTION CONTRACTORTHE CONTRACTOR WILL BE RESPONSIBLE TO FULLY COMPLY WITH EPA NPDESREQUIREMENTS AND TO MODIFY THE SWPPP AS NECESSARY TO ENSURECOMPLIANCE.THE CONTRACTOR IS RESPONSIBLE FOR 100% OF THE SITE MANAGEMENT DURINGCONSTRUCTION. THIS INCLUDES IMPLEMENTATION, MAINTENANCE, ADJUSTMENTS,ADDITIONS AND REVISIONS OF SWPPP MEASURES NECESSARY TO ENSURECOMPLIANCE WITH EPA NPDES REQUIREMENTS. THIS IS TO INCLUDE RESPONSIBILITYFOR FINES, ETC. LEVIED BY THE EPA FOR NON-COMPLIANCE DURING CONSTRUCTION.EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMRMESENGINEER OF RECORDMR. J. MITCHELL GREER, P.E., PLS600 OAK ST., ID 83201(208) 234-0110CITY OF CHUBBUCKPUBLIC WORKS DIRECTORMR. RODNEY BURCH, PLS5160 YELLOWSTONE AVE., BOX 5604CHUBBUCK, ID 83202(208) 237-2430CITY OF CHUBBUCKCITY ENGINEERMR. BRIDGER MORRISON, PE5160 YELLOWSTONE AVE., BOX 5604CHUBBUCK, ID 83202(208) 237-2430RMESPROJECT MANAGERMR. JOSHUA BALL600 OAK ST., ID 83201(208) 234-0110KEY CONTACTSPROJECT CONTACTMR. DAVID MCDONALDFKC, LLC950 W. BANNOCK, SUITE 420BOISE, ID 83702(208) 343-9300Know what's Callbefore you dig.below.INTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED WITHIN THIS SET OFASSOCIATED DOCUMENTS ARE THE SOLE PROPERTY OF RMES. THEY ARESUBJECT TO COPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED ANDDEVELOPED FOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESEDRAWINGS, DESIGNS, MATERIALS OR INFORMATION CONTAINEDHEREIN, INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION,WHICH IS NOT EXPRESSLY AUTHORIZED BY RMES, IS STRICTLYPROHIBITED AS AN INFRINGEMENT OF ITS COPYRIGHT AND WILL RESULTIN ENFORCEMENT UP TO THE FULLEST EXTENT OF THE LAW##CONSTRUCTION ITEM #CONSTRUCTION NOTE #SHEET KEYSHEET #SHEET TITLEC - 1.0TITLE SHEETC - 1.1GENERAL NOTESC - 2.1SITE PLANC - 3.0UTILITY PLANC - 4.0C - 8.1DEMOLITION PLANC - 8.0C - 6.0EROSION CONTROL PLANC - 8.2PROJECT DETAILSC - 8.3PROJECT DETAILSC - 8.4PROJECT DETAILSPROJECT DETAILSPROJECT DETAILSC - 2.0SITE SURVEYC - 5.0GRADING & DRAINAGE PLANC - 7.0TRAFFIC CONTROL PLANC - 8.5PROJECT DETAILSJ. MITCHELL GREERSTATE OF IDAHO 8613REGISTEREDPROFESSIONAL ENGINEER
ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THECONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, DITCHES CULVERTS, SIGNS, MAILBOXES, UTILITIES,SIDEWALKS AND ANY OTHER MISCELLANEOUS ITEMS. ANY DAMAGE TO THESE ITEMS BY THE CONTRACTOR SHALL BE REPAIRED TO THE SATISFACTION OF THEPRIVATE OWNER WITHOUT ANY EXPENSE TO THE OWNERS.ALL CONCRETE REQUIRED ON THIS PROJECT SHALL BE 4000 PSI (28 DAY) CONCRETE DETAILED IN IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTIONSECTION 700.PRIOR TO PLACEMENT OF PLANT MIX PAVEMENT, SIDEWALK, CURB AND GUTTER, THE GROUND SHALL BE STERILIZED FOR WEED CONTROL WITH TRIFLURIN HFOR AN APPROVED EQUIVALENT AT MANUFACTURER'S RECOMMENDED RATE.WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE IMPACTS TO THE ADJACENTPROPERTY AND RESTORE THE EASEMENT TO ITS ORIGINAL CONDITION. ALL BACKFILL SHALL BE COMPACTED TO 95% OF MAX DENSITY.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL WATER REQUIRED FOR DUST ABATEMENT, COMPACTION ETC. THROUGH THECOMPLETION OF THE PROJECT.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE PROJECT PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO HAVE THE UTILITIES MARKED / LOCATED IN THE FIELD BY THE APPROPRIATE AGENCIES PRIOR TO THE START OF WORK. CONTACT "DIG-LINE"AT 1-800-342-1585. ANY DAMAGE OR DISTURBANCE OF EXISTING UTILITIES AND THE COST FOR IMPACTS AND RESTORATION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR. ANY CONFLICTS OR DISCREPANCIES WITH EXISTING UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.DIGLINE - (800) 342-1585 OR 811INTERMOUNTAIN GAS COMPANY (208) 637-6400IDAHO POWER (208) 236-7851CENTURYLINK (208) 234-0075THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER, WASTE SITES, AND ANY OTHER MATERIALS SOURCESAS REQUIRED FOR PROJECT COMPLETION.THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ASSURE ADEQUATE INFORMATION ON SUBSURFACE CONDITIONS PRIOR TO BIDDING THE PROJECT AND SHALLCONDUCT WHATEVER SUBSURFACE INVESTIGATIONS ARE NECESSARY.ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE APPROPRIATE TRANSPORTATION AGENCY AND SHALL MEET THEREQUIREMENTS OF THAT AGENCY AND THE REQUIREMENTS OF ANY RIGHT-OF-WAY OR SPECIAL USE PERMITS.THE CONTRACTOR IS RESPONSIBLE FOR DUST ABATEMENT AND ANY LIABILITY ISSUES RELATED TO DUST AT ANY LOCATION WHICH MAY BE CAUSED BY THISPROJECT.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACCESS AND RELATED TRAFFIC CONTROL WITH THE COUNTY, CITY, AND STATE ROADWAYDEPARTMENTS. THE ENGINEER SHALL REVIEW ALL TRAFFIC CONTROL PLANS.CONTRACTOR SHALL HIRE A MATERIALS TESTING FIRM TO PROVIDE ALL TESTING NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THE CITY AND/OR ISPWCCURRENT EDITION.CONTRACTOR SHALL RECORD ANY CHANGES TO THESE PLANS ON A SET OF RECORD DRAWINGS. DRAWINGS SHALL BE RETURNED TO THE ENGINEER ATCOMPLETION OF THE PROJECT.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TRAFFIC & PEDESTRIAN CONTROL FOR PROTECTION OF THE WORK AREA. THECONTRACTOR SHOULD REFERENCE THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.ALL CONSTRUCTION ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.CURRENT EDITION) AND WITH THE CITY STANDARDS.THE CONTRACTOR SHALL COORDINATE WITH THE CITY AND WITH THE ENGINEER FOR ALL NECESSARY INSPECTIONS PRIOR TO BACKFILLING.THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER AND WITH THE CITY. AT A MINIMUM, THE ENGINEER SHALL BE NOTIFIED TOINSPECT THE CONCRETE FORMS PRIOR TO POURING.ACCEPTANCE OF ALL IMPROVEMENTS BY THE CITY & OWNER SHALL CONSTITUTE SUBSTANTIAL COMPLETION OF THIS PROJECT.GENERAL NOTESALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THECONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETECONSTRUCTION THAN IS DIMENSIONED ON THE PLANS.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATIONBETWEEN WATER LINES AND OTHER UTILITIES SHALL BE 10' MIN.THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATERIGHT ANGLES. A MINIMUM OF 18 INCHES VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS.ALL SEWER SYSTEM COMPONENTS SHALL BE INSTALLED AND VIDEO INSPECTIONS DONE AND APPROVED PRIOR TO CONTINUING ANY ROADWAYCONSTRUCTION. IF NECESSARY, THE CONTRACTOR SHALL PAY FOR THIS EXPENSE AND IT IS CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION.ALL SEWER SHALL BE INSPECTED BY CLOSED CIRCUIT CAMERAS PRIOR TO APPROVAL OF SUBDIVISION AS PER CITY OF CHUBBUCK STANDARDS.THE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC SECTION 501.3.4.C. OF DIVISION 500. THE CONTRACTOR SHALL CONDUCT ADEFLECTION TEST AS OUTLINED IN ISPWC SECTION 3.4.G OF DIVISION 500.THE CONTRACTOR SHALL CONDUCT A HYDROSTATIC TEST AS OUTLINED IN SECTION 502.3.12.C.1 OF DIVISION 500.SEWER NOTESWATER NOTESDIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETECONSTRUCTION THAN IS DIMENSIONED ON THE PLANS.ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PROJECT PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATIONBETWEEN WATER LINES AND OTHER UTILITIES SHALL BE 10' MIN.THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES, FITTINGS, BENDS, ELBOWS, FIRE HYDRANTS AND GATES VALVES AS SHOWN INTHE PROJECT PLANS.MINIMUM COVER FOR WATERLINES SHALL BE FIVE FEET, 6 FEET MAXIMUM, MEASURED TO THE TOP OF PIPE UNLESS OTHERWISE SHOWN ON THE PLANS.THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATERIGHT ANGLES. A MINIMUM OF 18 INCHES VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL CROSSINGS. SEE THE DETAILS IN THE PROJECT PLANS.THE CONTRACTOR SHALL COORDINATE ALL LIVE TAPS AND ANY OTHER WORK OR MANIPULATION OF THE EXISTING WATER SYSTEM WITH THE ENGINEER ANDTHE WATER SYSTEM OWNER / CITY.ALL REDUCERS SHALL BE CONCENTRIC.CHLORINATION WILL BE DONE BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. THE CONTRACTOR IS TO USE SODIUM HYPOCHLORITE TO CHLORINATE THESYSTEM AS OUTLINED IN SECTION 401.3.9.B.2. A & B OF DIVISION 400 OF THE ISPWC. THE CONTRACTOR IS TO FOLLOW THE FILLING PROCEDURE OUTLINED INSECTION 401.3.9.B.B.4 IN DIVISION 400 OF THE ISPWC. THE CONTRACTOR IS ALSO TO FOLLOW THE FINAL FLUSHING AND BACTERIOLOGICAL TESTS AS OUTLINEDIN SECTION 3.9.C & D OF DIVISION 400 OF THE ISPWC.ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND CHLORINATED PRIOR TO COMPLETING ANY ROADWAY CONSTRUCTION. THETESTING IS TO INCLUDE FLUSHING AND DISINFECTION AS OUTLINED IN SECTION 401.3.9 OF DIVISION 400 OF THE ISPWC.ALL AIR RELEASE AND COMBINATION AIR VALVES SHALL BE INSTALLED AT ANY HIGH POINT CREATED DURING INSTALLATION OF THE WATER LINE. CONTRACTORSHALL RECORD ACTUAL LOCATION OF VALVES ON FIELD RECORD DRAWINGS.FOR CONNECTIONS TO EXISTING WATER LINES, SEWER LINES, OR ANY OTHER UTILITIES, CONTRACTOR SHALL FIELD VERIFY ALL PIPE DIAMETERS, PIPEMATERIALS, FITTING ETC. PRIOR TO ORDERING FITTING AND MATERIALS. NO PAYMENT WILL BE MADE FOR SHIPPING OR RESTOCKING OR REFABRICATION OFFITTINGS.ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR ASSOCIATED REDUCERS AS SHOWN ON THE PROJECT PLANS.ALL CROSSES AND TEES SHALL BE INSTALLED WITH THE BRANCHES HAVING THE SIZE OF THE LARGEST ADJOINING PIPE UNLESS OTHERWISE SHOWN. THECONNECTION TO THE SMALLER LINES SHALL THEN BE MADE BY MEANS OF REDUCERS.SHEET NUMBER
C - 1.1 GENERAL NOTESSHEET NUMBERC - 1.1EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMGENERAL NOTESCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23GENERAL NOTESAGENCY REVIEW SETSHEET IS NOT TO SCALE4THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE PROJECT PLANS UNTIL FINAL ACCEPTANCE OF THISPROJECT.THE CONTRACTOR SHALL ALSO BE REQUIRED TO TAKE ALL PRECAUTIONS NECESSARY TO INSURE THAT NO STORM WATER/SEDIMENT AND/OR CONSTRUCTIONDEBRIS ARE RELEASED FROM THE SITE. ANY RELEASES SHALL BE CLEANED AND MITIGATED AT CONTRACTOR'S EXPENSETHE CONTRACTOR SHALL CONDUCT A LOW PRESSURE TEST AS OUTLINED IN ISPWC SECTION 501.3.4.C. OF DIVISION 500. THE CONTRACTOR SHALL CONDUCT ADEFLECTION TEST AS OUTLINED IN ISPWC SECTION 3.4.G. OF DIVISION 500.THE CONTRACTOR SHALL CONDUCT A HYDROSTATIC TEST AS OUTLINED IN SECTION 502.3.12.C.1 OF SECTION 500.STORM NOTES (CONTINUED)1.CONTOURS SHOWN ARE FOR FINISHED GRADES. CALCULATION TO ADJUST SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY.2.ALL DISTURBED AREAS THAT ARE UNSURFACED OR ARE NOT DESIGNATED AS LANDSCAPE AREAS ARE TO BE SEEDED, FERTILIZED UNTIL A HEALTHY STANDOF DRY LAND GRASS IS OBTAINED.3.IF DURING THE GRADING PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE THAT AN UNIDENTIFIED SITUATION IS PRESENT, THEENGINEER SHALL BE CONTACTED FOR RECOMMENDATIONS.4.UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL. ALL SLOPED AREAS MUST BE PROTECTEDFROM EROSION BY CAT TRACKING & TEMPORARY STABILIZATION UNTIL FINAL LANDSCAPING INSTALLED.5.IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, TOPSOIL MAY BE PLACED TO A HEIGHT OFEIGHT (8) FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIXIMMEDIATELY AFTER STRIPPING OPERATIONS ARE COMPLETE.6.ON - SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND 5' (FT.) OF ANY BUILDING SHALL BE COMPACTED INACCORDANCE WITH GUIDELINES PRESENTED IN THE GEOTECHNICAL REPORT.7.SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONSTHAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGNS SHALL BE USED FORSETTING ELEVATIONS OF CURB, GUTTER, AND UTILITIES.8.ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS,VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL GRADE AFTER TO THE FINAL LIFT OF ASPHALTPER THE DETAILS.9.ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS IDENTIFIED IN THE SOILS REPORT OR INACCORDANCE WITH ISPWC STANDARDS. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE SOILS REPORT ON SITE AT ALL TIMES ANDSHALL FOLLOW ALL RECOMMENDATIONS.10.THE CONTOURS SHOWN ON THE SITE REPRESENT FINAL GRADE, THE TOP SIX (6) INCHES OF MATERIAL IN LANDSCAPED AREAS SHALL BE TOPSOIL.11.GRADES WITHIN THE ASPHALT PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.05 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALLMAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG ALL CURBS. ALL CURBS, SIDEWALKS AND PAVEMENT AREAS WHICH DO NOTPROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.12.THE EARTHWORK QUANTITY IS AN ESTIMATE PROVIDED AS REQUIRED TO OBTAIN THE GRADING PERMIT. IT WAS DEVELOPED USING AN ORIGINAL SURVEYBY RMES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EARTHWORK ESTIMATE. THE ENGINEER DOES NOT GUARANTEE FINAL QUANTITIES ANDANY DISAGREEMENT ABOUT QUANTITY ESTIMATE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ANY SITE GRADING AND PROVIDINGA BID ON THIS PROJECT EARTHWORK PAYMENT WILL BE MADE BASED ON A LUMP SUM AND THE BID PROVIDED SHALL BE BASED SOLELY ON THECONTRACTORS EARTHWORK ESTIMATE.13.WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, THE FOLLOWING SHALL APPLY:PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB ANDGUTTER FORMS. THE CONTRACTOR SHALL SUBMIT THE SLOPES AND GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. THECONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OF TYPICAL CROSS SECTION. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER PLACED WITHOUT THE APPROVAL OF THE ENGINEER.14.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/ORREPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.15.THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE BETWEEN NEWAND EXISTING CONSTRUCTION.16.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ANY STRUCTURES AND IN ALL NATURAL AND PAVED AREAS.17.TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY RMES. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ONTHE PLANS HE SHALL HAVE MADE, WITHOUT EXCEPTION AND AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR ANDSUBMIT IT TO THE OWNER FOR REVIEW PRIOR TO CONSTRUCTION.18.THE CONTRACT OR SHALL TAKE NECESSARY STEPS TO INSURE THAT NO FLOODING OCCURS ON SITE AND ALL UTILITIES IN OPEN TRENCHES SHALL BECAPPED DURING ANY STORM EVENTS DURING CONSTRUCTION.19.MATERIAL SHALL BE IMPORTED OR EXPORTED AS REQUIRED TO COMPLETE THE PROJECT TO THE LINES AND GRADES NOTED.GRADING NOTESDIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED.DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETECONSTRUCTION THAN IS DIMENSIONED ON THE PLANS.MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES (EXCEPT SEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATIONBETWEEN WATER LINES AND OTHER UTILITIES SHALL BE 10' MIN.ON SLOPING AREAS THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MITIGATE ANY POSSIBLE EROSION PROBLEMS IN TRENCHES DUE TO STORM WATER THATMIGHT OCCUR DURING OR AFTER CONSTRUCTION AS DIRECTED OR APPROVED BY ENGINEER.DURING CONSTRUCTION THE CONTRACTOR IS FULLY RESPONSIBLE FOR INTERIM PROVISIONS FOR PASSAGE OF IRRIGATION AND STORM WATER. NOSUPPLEMENTAL COMPENSATION WILL BE MADE FOR WET CONDITIONS OR FLOW DIVERSIONS.STORM NOTES1.AT ALL TIMES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING EROSION DUE TO WIND ANDRUNOFF. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL FACILITIES AND INSURING SEDIMENT REMAINS ON-SITEDURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE PROVISIONS TO CONTROL WATER AS IT PASSES THROUGH THESE.2.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION AS INTENDED. AREPRESENTATIVE OF THE CITY OR ENGINEER MAY REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF THE SITE IF IT IS DETERMINED PROPOSEDMEASURES ARE INEFFECTIVE.3.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND MAINTAINING DRAINAGE AND EROSION CONTROL FACILITIES AS REQUIRED. STREETS SHALL BEKEPT CLEAN OF DEBRIS TRACKED TO AND FROM THE PROJECT SITE AND SHALL BE SWEPT AS NECESSARY.4.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE PAVED, SEEDED WITH NATIVE VEGETATION OR LANDSCAPED. REFER TO LANDSCAPE PLANS FORSEED MIX AND PLANTING SPECIFICATIONS.5.EROSION CONTROL STRUCTURES BELOW SODDED AREAS MAY BE REMOVED ONCE SOD AND FINAL LANDSCAPING IS IN PLACE. EROSION CONTROLSTRUCTURES BELOW SEEDED AREAS MUST REMAIN IN PLACE UNTIL THE ENTIRE AREAS HAVE ESTABLISHED A MATURE COVERING OF HEALTHYVEGETATION. EROSION CONTROL IN PROPOSED PAVED AREAS SHALL REMAIN IN PLACE UNTIL PAVEMENT IS COMPLETE.6.THIS PLAN IS ONLY TO BE USED FOR INSTALLATION FOR EROSION CONTROL FACILITIES. DO NOT USE THIS PLAN FOR GRADING OR UTILITY CONSTRUCTION.7.CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT ALL LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. THESE FACILITIES SHALL BEMAINTAINED WHILE CONSTRUCTION IS IN PROGRESS, MOVED WHEN NECESSARY AND REMOVED WHEN THE SITE IS PAVED.8.INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL.9.THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE, EQUIPMENT CLEANING AREA, EMPLOYEE BREAKAREA, AND AREA FOR LOCATION PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) SHALL BE DISPOSED OF IN THE WASHOUT AREA AS DETAILED IN THE PLANS.11.MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS TO CONTAIN ANDCLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.12.FUGITIVE DUST BLOWING FROM THE SITE SHALL BE CONTROLLED BY SPRAYING WATER AND DUST CONTROL POLYMERS AS NEEDED ON DRY AREAS OF THESITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS ABSOLUTELY PROHIBITED.13.NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES, WATERS OF THE STATE OR IN ANY AREATHAT IS NOT APPROVED TO ACCEPT SUCH MATERIALS.14.IF THE STABILIZED CONSTRUCTION ENTRANCES ARE NOT EFFECTIVE IN REMOVING THE MAJORITY OF DIRT OR MUD FROM THE TIRES OF THECONSTRUCTION VEHICLES, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BEMADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.15.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELYUPON OCCURRENCE.16.IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. SUCH SILT FENCES WILL BE CONSIDERED TOBE THE CONTRACTOR'S RESPONSIBILITY AND NOT NECESSARILY INCLUDED IN THE QUANTITY OF SILT FENCE AS SHOWN OR DESCRIBED ON THIS PLAN.17.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION (CAT TRACK).18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINALSTABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH ADENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, DITCHES, ETC.) DUE TO GRADE CHANGES ANDOTHER WORK DURING THE DEVELOPMENT OF THE PROJECT.20.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACK FILLING OF TRENCHES FOR STORM DRAINCONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.21.THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL MEASURES CONTAINED IN THIS PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITIONUNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEASTONCE EVERY 2 WEEKS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THEFOLLOWING:A. INLET PROTECTION DEVICES AND BARRIERS SHALL BE FIXED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEYSHOW SIGNS OF DETERIORATION.B. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, RESEEDED, ANDWATERED AS NEEDED.C. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN ITREACH ONE-THIRD (13) TO ONE-HALF (12) THE HEIGHT OF THE SILT FENCE.D. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLICRIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC REPLACING TO TOP DRESSING OF THE CONSTRUCTION ENTRANCES WITH CLEAN ROCK, AS CONDITIONSDEMAND.E. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIREPERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA WITH CRUSHED ROCK AS CONDITIONS DEMAND.F. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT IN THESEDIMENTATION BASINS SHALL NOT EXCEED THE SEDIMENTATION CLEAN OUT LEVEL.G. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED ANDREPLACED.H. THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO INSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BYEROSION OR CONSTRUCTION EQUIPMENT AND THAT SEDIMENT THAT HAS BUILT UP IS REMOVED.22.ALL EROSION CONTROL MEASURES ARE SUBJECT TO MODIFICATION, CHANGE, ETC... THROUGHOUT THE CONSTRUCTION. THIS PLAN IS INTENDED TO BE AGUIDE TO CONTROL EROSION, HOWEVER ADDITIONAL MEASURES MAY NEED TO BE EMPLOYED TO CONTROL EROSION DURING AND AFTER CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE TO EMPLOY AND DOCUMENT ALL MEASURES NECESSARY TO CONTROL EROSION AND PROTECT THE ENVIRONMENT ANDTO FULLY COMPLY WITH EPA NPDES REQUIREMENTS. MODIFICATION OF THIS PLAN AND SUPPORTING DOCUMENTATION BY THE USER OR CONTRACTORACCEPTS FULL RESPONSIBILITY FOR EPA NPDES COMPLIANCE.GRADING NOTESJUNE 20186/8/18J. MITCHELL GR
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L1N 0°37'12" E 364.82'N 70°06'36" W593.00'N 70°06'36" W 149.70'S 19°40'10" W 169.39'S 72°00'27" E 90.40'C1SHEET NUMBER
C - 2.0 SITE SURVEYSHEET NUMBERC - 2.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMSITE SURVEYCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23SITE SURVEYAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")4004001 INCH = 40 FEET1 INCH = 20 FEET4JUNE 20186/8/18NORTHBASIS OF BEARINGPER CITY OF CHUBBUCK DATUM BASED ON THE CENTRAL MERIDIAN OF IDAHO STATEPLANE EAST ZONE COORDINATE SYSTEM.LOT 1, BLOCK 1, CHUBBUCK MEDICAL CENTER - DIVISION 2A PARTIAL REPLAT OF LOT 1, BLOCK 1, CHUBBUCK MEDICAL CENTER - DIVISION 1 AND OF LOT 1, BLOCK2, YELLOWSTONE COMMONS - DIVISION 2 LOCATED IN THE WEST 1/2 OF THE NORTHWEST 1/4 OFSECTION 10, TOWNSHIP 6 SOUTH, RANGE 34 EAST, BOISE MERIDIAN, BANNOCK COUNTY, IDAHO10.83 ACRESKNUDSEN BOULEVARDPOINT OF BEGINNINGLEGENDFOUND 1/2" BY 24" REBAR WITH PLASTIC CAPSTAMPED "RMES PELS 2341"FOUND 5/8" BY 24" REBAR WITH 2" ALUMINUM CAPSTAMPED "RMES PELS 2341"SET 5/8" BY 24" REBAR WITH 2" ALUMINUM CAPSTAMPED "RMES PELS 2341"SUBDIVISION BOUNDARY LINESTREET CENTERLINEPROPERTY LINEEASEMENT SIDELINE AS NOTED15' WIDE UTILITY EASEMENT PER YELLOWSTONECOMMONS - DIVISION 2(INST. NO. 21314037)ZEBE AVENUELOT 1BLOCK 2YELLOWSTONE COMMONS - DIVISION 2INSTRUMENT NO. 21314037YELLOWSTONE COMMONS - DIVISION 2INSTRUMENT NO. 21314037LOT 1BLOCK 1PARRISH TRACTSINSTRUMENT NO. 275374TRACT 6TRACT 8BURNSIDE TRACTSINSTRUMENT NO. 615876LOT 1BLOCK 165'
65'3168.75'SET 1/2" BY 24" REBAR WITH PLASTIC CAP STAMPED"RMES PELS 2341"25'1.THE PURPOSE OF THIS SUBDIVISION IS TO CREATE A NEW LOT FORCOMMERCIAL/PROFESSIONAL DEVELOPMENT.2.THE NORTH BOUNDARY LINE HAS BEEN DETERMINED TO FOLLOW ALONGAN EXISTING LEASE PARCEL BOUNDARY LINE. THE DESIGN/LAYOUTFOR THE DIALYSIS CLINIC ON LOT 1, BLOCK 1, CHUBBUCK MEDICALCENTER - DIVISION 1 CHANGED SINCE THE PLAT WAS RECORDED ANDTHE OWNERS OF THE BUILDING DIDN'T NEED AS MUCH SPACE ASWAS ALLOCATED FOR THAT PROJECT. THE EAST BOUNDARY LINE ISTHE WEST RIGHT-OF-WAY LINE OF ZEBE AVENUE AS DEFINED ONYELLOWSTONE COMMONS- DIVISION 1 (INST. NO. 21203855). THESOUTHERLY AND WESTERLY BOUNDARY LINES ARE NEWDELINEATIONS.3.THIS AREA TO BE A SHARED ACCESS EASEMENT. LOT 1, BLOCK 1,CHUBBUCK MEDICAL CENTER - DIVISION 2, WILL BE RESTRICTED TOSINGLE STREET APPROACH FROM ZEBE AVENUE. THE SHOWN SHAREDACCESS EASEMENT IS TO PROVIDE COMMON VEHICULAR EGRESSAND INGRESS TO THIS DEVELOPMENT AND ADJOINING NORTHERNDEVELOPMENT, SHARING THE SINGLE STREET APPROACH. SAIDEASEMENT RECORDED IN THE RECORDS OF BANNOCK COUNTYUNDER INSTRUMENT NO. _________________.SURVEYOR'S NARRATIVEREFERENCE DOCUMENTSBEARING AND DISTANCE PER YELLOWSTONE COMMONSDIVISION 1 (RECORD INST. NO. 21203855)BEARING AND DISTANCE PER YELLOWSTONE COMMONSDIVISION 2 (RECORD INST. NO. 21314037)(------- YC1)(C5 - YC2)(S 70°06'36" E 742.70' - YC2)(S 00°37'12" W 615.65' -YC1 - YC2)(S 70°06'36" E 742.70' - YC2)(C1 - YC2)(N 89°10'08" W 5.86' - YC2)(------- YC2)(25' - YC1)(N 0°37'12" E 488.12' - YC1)(N 89°14'41" W 877.57' - YC1)(N 89°14'41" W 5.74' - YC2)(BEARI
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(BEARING TO RADIUS)EXISTING EASEMENT SIDELINECHUBBUCK MEDICAL CENTER - DIVISION 1INSTRUMENT NO. 21818010LOT 1BLOCK 1LOT 225 WIDE PUBLIC UTILITY ANDACCESS EASEMENT PERCHUBBUCK MEDICAL CENTER -DIVISION 143.15'31.64'6' X 63.70' SHAREDACCESS EASEMENT21.38'BLOCK 1SEE RECORD OF SURVEY FORCHUBBUCK MEDICAL CENTER -DIVISION 1INST. NO. 2191070425.0000 WIDE SHAREDACCESS AND PUBLIC UTILITYEASEMENT
LEASE PARCEL BOUNDARY LINE(SEE NOTE 3)(SEE NOTE 3)SEE NOTE 3J. MITCHELL GRE
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CONSTRUCTION ITEMSCONSTRUCTION NOTESRETAIN AND PROTECT ALL EXISTING UNDERGROUND AND OVERHEADUTILITIES. CALL 811 TO LOCATE EXISTING UTILITIES PRIOR TO THE STARTOF ANY WORK & COORDINATE AS NECESSARY DURING CONSTRUCTION.SHEET NUMBER
C - 2.1 DEMOLITION PLANSHEET NUMBERC - 2.1EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMDEMOLITION PLANCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23DEMOLITION PLANAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")4004001 INCH = 40 FEET1 INCH = 20 FEET4REMOVE EXISTING CURB100-A100-B100-C100-F12CABLE TVCABLE ONEMR. KIM HUNTER204 WEST ALAMEDA ROAD, ID 83201(208) 232-1784STORM, WATER & SEWERCITY OF CHUBBUCKMR. SEAN HARRIS5160 YELLOWSTONE AVE., BOX 5604CHUBBUCK, ID 83202(208) 237-2430POWERIDAHO POWERMR. GARY PECK301 EAST BENTON STREET, ID 83201(208) 236-7734UTILITY CONTACTSGASINTERMOUNTAIN GASMR. BRENT ANKRUM12584 WEST TYHEE ROAD, ID 83202(208) 244-1498TELEPHONECENTURYLINKMR. BISER FAN930 WEST CEDAR STREET, ID 83201(208) 234-0075JUNE 20186/8/18CONTRACTOR SHALL REMOVE AND HAUL OFF ASPHALT AND ALLUNDERLYING SLAG MATERIAL WITHIN THE REMOVAL LIMITS.KNUDSEN BLVD.REMOVE EXISTING SIDEWALKRELOCATE EXISTING GAS LINE (COORD. WITH UTILITY CO.)RETAIN AND PROTECT EXISTING TRANSFORMER PAD, ENCLOSURE ANDELECTRICAL SERVICERETAIN AND PROTECT EXISTING FIRE HYDRANT100-L100-MRETAIN AND PROTECT EXISTING CURBRETAIN AND PROTECT EXISTING ASPHALT PAVEMENTRETAIN AND PROTECT EXISTING TREE (REPLACE WITH SAME TYPE IF DAMAGEDDURING CONSTRUCTION)REMOVE EXISTING ASPHALT SURFACE100-N100-O4SAWCUT EXISTING MATERIALS TO A FULL DEPTH AND CREATE A NEATEDGE TO ENSURE A SMOOTH TRANSITION WITH NEW IMPROVEMENTS.3REMOVE EXISTING STORM DRAIN DRYWELL RIM, COVER AND TOP 4 FEETOF MANHOLE SECTION. FILL REMAINING MANHOLE SECTION WITH 3/4"MINUS COMPACTED GRAVEL, PLACE NON WOVEN FABRIC ACROSS THETOP OF THE MANHOLE SECTION AND ABANDON IN PLACE.100-P100-N100-QRETAIN AND PROTECT EXISTING SIDEWALKRETAIN AND PROTECT EXISTING INFILTRATION SYSTEM, PIPES, INLETS ANDAPPURTANENCES100-R5CONTRACTOR TO MAINTAIN ACCESS DURING CONSTRUCTIONZEBE AVE.100-A100-F100-L100-L100-L100-L100-M100-M100-M100-M100-N100-N100-C100-C100-L100-L100-A100-REXISTING FRESENIUSBUILDING100-B100-A100-P100-Q100-O100-O100-OJ. MITCHELL GR
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GASGASGASGAS
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GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTATU
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CONSTRUCTION ITEMSCONSTRUCTION NOTESRETAIN AND PROTECT ALL EXISTING UNDERGROUND ANDOVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIESPRIOR TO THE START OF ANY WORK & COORDINATE ASNECESSARY DURING CONSTRUCTION.INSTALL STANDARD 6" VERTICAL CURB(SEE DETAIL 701-A)MATCH INTO EXISTING CURB, PAVEMENT AND SIDEWALK.FIELD VERIFY LOCATION, MATERIAL AND GRADES AND NOTIFYENGINEER PRIOR TO CONSTRUCTION.SHEET NUMBER
C - 3.0 SITE PLANSHEET NUMBERC - 3.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMSITE PLANCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:JMGCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23SITE PLANAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")4004001 INCH = 40 FEET1 INCH = 20 FEET4INSTALL 6" WIDE SOLID WHITE THERMOPLASTIC PAVEMENT MARKINGINSTALL ASPHALT PAVEMENT SECTION(SEE DETAIL 810-A)INSTALL HANDICAP RAMP(SEE DETAIL 712)12701-A712810-A1104-A2050SP-1xxxxxxxxxOCTOBER 20193/24/2020INSTALL 4" THICK CONCRETE SIDEWALK - WIDTH AS NOTED(SEE DETAIL 709-A)709-AZEBE ST.FUTUREINSTALL STANDARD 6" REVERSE DRAIN CURB (SPILL)(SEE DETAIL 701-B)701-B1104-D2051INSTALL HANDICAP PARKING STRIPING(SEE DETAIL 2050)INSTALL ADA HANDICAP SYMBOL(SEE DETAIL 2051)2052INSTALL HANDICAP SIGN(INSTALL IN ACCORDANCE WITH ADA GUIDELINES)PROPOSED BUILDING1104-EINSTALL 4" WIDE SOLID WHITE MARKINGS FOR PARKING FORPARKING STALLS AND NO PARKING AREAS701-A701-A709-A810-A442INSTALL DUMPSTER(SEE DETAIL 710)710INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC PAVEMENTMARKING FOR CROSS WALK2052701-B810-A701-B701-A12701-BPARKING SPACE TO BE DESIGNATED FOR A TESLA CHARGINGSTATION (REFER TO ELECTRICAL PLANS FOR DETAIL)333701-A701-A709-A709-A709-A71020501104-E1104-E1104-E1104-E2709-AGRADE 3:1 SLOPE FROM TOP OF CURB TO CATCH EXISTINGGROUND420.0'9.
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ERSTATE OF I
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HO 8613R
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GI
STEREDPROFES
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ONAL ENGINEERNORTH
GASGASGASGASGASGASGASGASGAS
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STAT
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SHEET NUMBER
C - 4.0 UTILITY PLANSHEET NUMBERC - 4.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMUTILITY PLANCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23UTILITY PLANAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")201020105101 INCH = 20 FEET1 INCH = 10 FEET4CONSTRUCTION ITEMSCONSTRUCTION NOTESRETAIN AND PROTECT ALL EXISTING UNDERGROUND ANDOVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIESPRIOR TO THE START OF ANY WORK & COORDINATE ASNECESSARY DURING CONSTRUCTION.CONNECT INTO EXISTING WATER LINE. VERIFY LOCATION,MATERIAL AND DEPTH AND NOTIFY ENGINEER PRIOR TOCONSTRUCTION. CONNECTION TO EXISTING MAINCOMPLETED BY THE CITY OF CHUBBUCK AT THECONTRACTORS EXPENSE.INSTALL 4" SANITARY SEWER CLEAN OUT(SEE DETAILS 503 & 512)503-AINSTALL 2" SINGLE WATER SERVICE LINE (WITH 2" METER IN PIT)(SEE DETAILS 301 & 402)404-A321JUNE 20186/8/18CONNECT INTO EXISTING SEWER LINE. VERIFY LOCATION,MATERIAL AND DEPTH AND NOTIFY ENGINEER PRIOR TOCONSTRUCTION.INSTALL PRE-TREATMENT SEDIMENT TANK(SEE DETAIL 628-A)628-CINSTALL "CHAMBERMAXX" INFILTRATOR GALLERY OR EQUIVALENT(SEE DETAIL 628-C)628-AZEBE ST.FUTUREINSTALL 4" SANITARY SEWER SERVICE(SEE DETAILS 301, 511 & 512)504-AINSTALL 48" STORM SEWER MANHOLE602-BINSTALL 12" HDPE STORM SEWER LINE(SEE DETAIL 301 & 407)601-AEXCAVATE BOTTOM OF POND 2' AND REPLACE WITH LANDSCAPEFABRIC AND +2" FRACTURED STONE (COORDINATE WITHLANDSCAPE)202-E601-A504-A503-A4COORDINATE WITH MECHANICAL PLANS FOR CONNECTIONINTO THE BUILDING.111CB-1RIM = 4479.15BASIN INV= 4475.65INV IN = 4476.75INV OUT = 4476.65SMH-1RIM = 4480.31INV IN E= 4476.05 INV IN W= 4476.05INV OUT = 4476.9596.66' @ 0.5%INV = 4475.5 (FIELD VERIFY)99.73' @ 1.00%INSTALL 30" STORM SEWER CATCH BASIN(SEE DETAIL 602-C)602-C5***NON-POTABLE WATER CROSSING*** MAINTAIN AMINIMUM VERTICAL SEPARATION OF 18" BETWEEN POTABLEAND NON-POTABLE LINES.5404-ACB-2RIM = 4481.00BASIN INV= 4475.52INV IN = 4476.62INV OUT = 4476.52CB-3RIM = 4480.28BASIN INV= 4476.32INV OUT = 4477.32CB-4RIM = 4480.00BASIN INV= 4475.53INV OUT = 4476.63STORMWATER PONDVOLUME = 4130 FT³TOP = 4480.00BOT = 4475.00504-A24' @ 1.00%503-A601-A103.00' @ 0.5%601-A38.12' @ 0.5%601-A39.17' @ 0.50%601-A93.73' @ 0.5%602-C602-C602-BSMH-2RIM = 4481.60INV IN = 4476.81INV OUT = 4476.71602-B2344601-A35.53' @ 0.42%RIM = 4480.33602-C602-C902INSTALL 1.5" PRESSURE IRRIGATION SERVICE WITH FIBERGLASS VALVEBOX, COORDINATE WITH LANDSCAPE (SEE DETAIL 902) PLUG FORFUTURE USE (COORDINATE TAP WITH CITY OF CHUBBUCK)9022202-EJ. MITCHELL GR
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ONAL ENGINEERPROPOSED BUILDINGNORTHINV MAIN= 4474.73INV SERV= 4475.00RIM = 4480.33INV = 4475.97INV = 4475.735
S 0°37'12" W 488.12GASGASGASGASGAS
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GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS81.47LIP80.85LIP80.60LIP80.80LIP80.15LIP81.25LIP4480.694480.7281.10TA81.78TA81.88TA81.35TA80.50LIP80.16LIP79.25LIP80.11LIP81.50FG81.90FG81.50FG81.50FG81.90TSW4481.0081.59TA80.91LIP81.35LIP82.50TA81.46LIP4481.7581.50LIP80.49TBC81.00TA80.90TA81.00LIP80.54TBC80.77LIP79.96LIP80.86LIP80.95LIP80.38LIP80.50LIP81.90TSW81.90TSW80.75LIP82.00TA4481.4881.84TBC81.73TBC81.85TBC81.23TBC81.16TBC80.98TBC81.08TBC81.13TBC81.29TBC81.48TBC81.30TBC81.11TBC81.41TSW81.14TSW81.25TSW81.46TSW81.57TSW81.72TSW81.84TSW81.20TSW81.72TSW81.07TSW81.00TSW81.02TSW81.78TSW81.68TBC81.31TBC81.55TSW81.90TSW81.80TSW81.63TSW81.90TSW81.90TSW81.85TSW81.80TSW81.05LIP81.19LIP81.32TSW81.36TSW81.61TSW81.78TSW81.53TSW81.78TSW81.25TSW80.46LIP80.35LIP80.06LIP80.18LIP80.36LIP80.68TBC80.34TBC81.47TBC80.28TBC80.36TBC4480.7080.88TBC80.08TBC81.24LIP81.43TA79.63TBC80.49TBC81.50FG81.50FG81.90FG81.50FG44814482
448
1
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0
4480 44814480448044814
4
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6 80.31TA81.60TA4
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5 81.23FG81.47FG4480.184480.184480.084480.104480.044480.144480.2381.63TBCCONSTRUCTION ITEMSCONSTRUCTION NOTESRETAIN AND PROTECT ALL EXISTING UNDERGROUND ANDOVERHEAD UTILITIES. CALL 811 TO LOCATE EXISTING UTILITIESPRIOR TO THE START OF ANY WORK & COORDINATE ASNECESSARY DURING CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE TO BUILD THIS PROJECT TOTHE LINES AND GRADES PROVIDE IN THESE PLANSREGARDLESS OF COMPACTION AND SOIL TYPE ORIMPORT/EXPORT REQUIREMENTS. ALL GRADES SHALL BECOMPLETED TO WITHIN 0.10 FEET AS DETAILED.EXCAVATION & EMBANKMENT (CONTRACTOR SHALL PROVIDEEXCAVATION & EMBANKMENT PER THE LINES AND GRADESSHOWN ON THESE PLANS) IMPORT OR EXPORT AS REQUIREDDISTURBANCE IS NOT PERMITTED OUTSIDE THECONSTRUCTION LIMITSEARTHWORK QUANTITIESRAW EXCAVATION AND EMBANKMENT:RAW CUT= 200 CU. YD.RAW FILL= 1200 CU. YD.TOTAL RAW CUT= 1,000 CU. YD.(1)VOLUMES LISTED ARE RAW AND NO ESTIMATION FORCOMPACTION HAS BEEN APPLIED.(2)VOLUMES DO NOT ACCOUNT FOR POOR SOIL CONDITIONS.(3)THE TOTAL RAW CUT VOLUME INCLUDES GRUBBING.(4)ENGINEERING NUMBERS ARE AN ESTIMATE FOR OBTAINING AGRADING PERMIT AND ARE FOR INFORMATION ONLY.***CONTRACTOR IS REQUIRED TO DETERMINE SITE EARTHWORKREQUIREMENTS AND BID ACCORDINGLY***SPOT ELEVATIONS SHOWN ARE FOR FINISH GRADE -ADJUSTMENT IS NECESSARY FOR SUBGRADE ELEVATIONS.CONTRACTOR REQUIRED TO ADJUST ALL SPOT ELEVATIONS BY4400.00.SHEET NUMBER
C - 5.0 GRADING & DRAINAGE PLANSHEET NUMBERC - 5.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMGRADING & DRAINAGE PLANCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23GRADING & DRAINAGE PLANAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")201020105101 INCH = 20 FEET1 INCH = 10 FEET4EARTHWORK DISCLAIMERALL EARTHWORK ON THE PROJECT IS TO BE BID LUMP SUM. THECONTRACTOR SHALL BE RESPONSIBLE TO DELIVER THE PROJECT TO THEOWNER AS DETAILED IN THE PROJECT WITH REGARD TO SITE GRADING.THE ENGINEER HAS PROVIDED AN ESTIMATE OF QUANTITIES IN THEPROJECT MANUAL AND ON THIS SHEET FOR THE PURPOSE OFOBTAINING A GRADING PERMIT. THIS ESTIMATE IS NOT TO BE USED TODETERMINE THE WORK NECESSARY TO COMPLETE THE EARTHWORKASSOCIATED WITH THE PROJECT. THE CONTRACTOR IS RESPONSIBLETO ESTIMATE THE EXCAVATION AND EMBANKMENT, BORROW AND ORWASTE OF MATERIAL. THE LUMP SUM NUMBER PROVIDED IN THE BIDSHALL REFLECT THE CONTRACTOR’S ESTIMATE OF WORK NECESSARYTO DELIVER THE PROJECT DETAILED AND SHALL REFLECT BORROW,WASTE OR OFF-HAUL AS NECESSARY. IF AVAILABLE ON-SITE, THEENGINEER WILL PROVIDE A LOCATION TO PLACE GRUB MATERIAL ANDEXCESS MATERIAL IF ANY EXISTS FROM THE PROJECT. A BORROW SITEWILL ALSO BE IDENTIFIED, IF AVAILABLE, TO OBTAIN ADDITIONALMATERIAL IF NECESSARY FOR THE PROJECT. IF THESE SITES ARE NOTAVAILABLE, THE CONTRACTOR SHALL PROCURE THEM AND THE COSTOF SUCH SHALL BE INCLUDED IN THE EARTHWORK ITEM. NOADDITIONAL PAYMENTS WILL BE MADE FOR QUANTITY DISCREPANCIES,HAUL, ETC….ABBREVIATIONSTA-TOP OF ASPHALTTC-TOP OF CONCRETEFL-FLOW LINEFF-FINISH FLOORFG-FINISH GRADEEG-EXISTING GRADETSW-TOP OF SIDEWALKTBC-TOP BACK OF CURBINV-INVERT ELEVATIONRIM-RIM ELEVATION123202-A202-KJUNE 20186/8/18ZEBE AVE.FRESENIUS MEDICAL CAREPROPOSED BUILDINGFINISH FLOOR = 4481.90202-A202-K202-A202-A202-A202-A202-K202-K202-K202-K202-K202-ASTORMWATER POND4130 C.F.1112REFER TO STRUCTURAL PLANS FOR BUILDING EXCAVATIONREQUIREMENTS.44J. MITCHELL GR
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S 0°37'12" W 488.12
151.33'GASGASGASGASGAS
GAS
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04480 4480GAS
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GAS81.47LIP80.85LIP80.60LIP80.80LIP80.15LIP81.25LIP4480.694480.7281.10TA81.78TA81.88TA81.35TA80.50LIP80.16LIP79.25LIP80.11LIP81.50FG81.90FG81.50FG81.50FG81.90TSW4481.0081.59TA80.91LIP81.35LIP82.50TA81.46LIP4481.7581.50LIP80.49TBC81.00TA80.90TA81.00LIP80.54TBC80.77LIP79.96LIP80.86LIP80.95LIP80.38LIP80.50LIP81.90TSW81.90TSW80.75LIP82.00TA4481.4881.84TBC81.73TBC81.85TBC81.23TBC81.16TBC80.98TBC81.08TBC81.13TBC81.29TBC81.48TBC81.30TBC81.11TBC81.41TSW81.14TSW81.25TSW81.46TSW81.57TSW81.72TSW81.84TSW81.20TSW81.72TSW81.07TSW81.00TSW81.02TSW81.78TSW81.68TBC81.31TBC81.55TSW81.90TSW81.80TSW81.63TSW81.90TSW81.90TSW81.85TSW81.80TSW81.05LIP81.19LIP81.32TSW81.36TSW81.61TSW81.78TSW81.53TSW81.78TSW81.25TSW80.46LIP80.35LIP80.06LIP80.18LIP80.36LIP80.68TBC80.34TBC81.47TBC80.28TBC80.36TBC4480.7080.88TBC80.08TBC81.24LIP81.43TA79.63TBC80.49TBC81.50FG81.50FG81.90FG81.50FGSTATU
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STATUE44814482
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6 80.31TA81.60TA4
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5 81.23FG81.47FG4480.184480.184480.084480.104480.044480.144480.2381.63TBCCONSTRUCTION ITEMSCONSTRUCTION NOTESSWEEP ASPHALT ROUTINELY AS REQUIRED TO REMOVE SOILDEBRIS.MAINTAIN POSITIVE DRAINAGE TO DETENTION BASIN AT ALLTIMES DURING THE CONSTRUCTION.STAGING AREASTABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 1001)DPTEMPORARYSOIL STOCKPILENO SCALEINLET PROTECTION (SEE DETAIL 1006)INSTALL CONCRETE WASH OUT (SEE DETAIL 1009)LEGENDDPCPORTABLE TOILETDUMPSTERCONCRETE WASHOUT25'50'
SHEET NUMBER
C - 6.0 EROSION CONTROL PLANSHEET NUMBERC - 6.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23EROSION CONTROL PLANAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")201020105101 INCH = 20 FEET1 INCH = 10 FEET4COMPLY WITH CITY OF CHUBBUCK STANDARDS FOR DETAILS ONEROSION CONTROL.REMOVE SEDIMENT FROM STORM SYSTEM AT CONCLUSION OFCONSTRUCTION WHEN THE SITE IS FULLY STABILIZED.DISTURBANCE IS STRICTLY PROHIBITED OUTSIDE THECONSTRUCTION LIMITS.123451001-A1001-B1006-C1009-A1001-BINSTALL SILT FENCE (SEE DETAIL 1003)1003-C1001-ACMMAILBOXMINSTALL TEMPORARY MAILBOX FOR EPA CONSTRUCTIONDOCUMENTS (SEE DETAIL 1008)1008-A1008-AJUNE 20186/8/1851009-AZEBE AVE.551003-C1003-C1003-C1224431006-CEROSION CONTROL PLANCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECT1006-C1006-C1006-C1006-C51514444444555REFER TO LANDSCAPE PLAN (SHEET C7.0) FOR FINALSTABILIZATION PLAN666666J. MITCHELL GR
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ONAL ENGINEERNORTHPROPOSED BUILDINGCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS
GASGASGASGASGASGAS
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C - 7.1 LANDSCAPE PLANSHEET NUMBERC - 7.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23TRAFFIC CONTROL PLANAGENCY REVIEW SET2020ARCH D SCALE (24"x36")ARCH B SCALE (12"x18")201020105101 INCH = 20 FEET1 INCH = 10 FEET4JUNE 20186/8/18PROPOSED BUILDINGZEBE AVE.LANDSCAPE ITEMSSYMBOLQUANTITYDESCRIPTION6,500 S.F.TALL FESCUE BLEND SODPLANT LEGENDSYMBOLQTYCODESCIENTIFIC NAMECOMMON NAMESIZETREES
LITTLELEAF LINDENTILIA CORDATALL4DWARF FOUNTAIN GRASSDG15475 S.F.2" PLUS FRACTURED ROCK MULCHAND WEED BARRIER FABRICPOTENTILLAPF15IVORY HALO DOGWOODID11CORNUS ALBA 'BAIHALO'PENNISETUM ALOPCUROIDES'HAMELN'POTENTILLA FRUTICOSAGRASSES/ GROUNDCOVERSHRUBS
2" CALIPER10'-12' HEIGHT#3CONSTRUCTION ITEMSINSTALL LANDSCAPING AS SHOWNCONSTRUCTION NOTES1RETAIN AND PROTECT EXISTING TREETHORNLESS HONEYLOCUSTGLEDITSIA TRIACANTHOS INERMISTH42" CALIPER10'-12' HEIGHTSPRING SNOW CRAB APPLEMALUS 'SPRING SNOW'CA62" CALIPERRED HORSECHESTNUTAESCULUS X CARNEARH52" CALIPER10'-12' HEIGHT2" CALIPER10'-12' HEIGHT(FRUITLESS)KG35CALAMAGROSTIS ACTIFLORAKARL FOERSTER GRASS#3#3FIREWITCH DIANTHUSFD100DIANTHUSGRATIANOPOLITANUS'FIREWITCH'#2DWARF BLUE LEAFAW5SALIX PURPUREA 'NANA'ARCTIC WILLOW#3#3PERENNIAL DAYLILY MIXPD200HERMOCALIS SPECIOSA#1GORGEOUS DIABOLOGN10PHYSOCARPUS OPULIFOLIUS 'MONLO'NINEBARK#3LLLLLLLLTHAWTHTHCACACACAHCHCHCHCTHSKYROCKET JUNIPERJUNIPERUS SCOPULORIUMSJ10'SKYROCKET'#5SJSJSJKGKGKGKGKGKGKGKGKGLANDSCAPE PLANCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTPFGNPFPFPFGNFDCACAKGKGKGKGKGKGPDPDPDPD225 L.F.CONCRETE MOW STRIP480 S.F.COBBLESTONE PAVER (PROVIDE SUBMITTAL FORMATERIAL APPROVAL3 STATIONSGARDEN FURNITUREVERIFYDECORATIVE FLAGSTONE PLANTER AND FOUNTAIN10LANDSCAPE BOULDER (3' MINIMUM DIAMETER)WATER POOL1,115 S.F.BARK MULCH AND WEED BARRIER FABRIC1111SP-1SP-1SP-1SP-12SCULPTURE (TO BE APPROVED BY THE OWNER)STATUE 18" HIGH LEDGE48" HIGH LEDGE PLANTERAND WATERFALL EDGEWATER SPRAY FOUNTAINREFLECTION POOLJ. MITCHELL GR
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C - 8.0 PROJECT DETAILSSHEET NUMBERC - 8.0EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMPROJECT DETAILSCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23PROJECT DETAILSAGENCY REVIEW SETSHEET IS NOT TO SCALE4TRENCH BACK FILLI.S.P.W.C. SECTION 302(VARIES STORM/SEWER)(5' MIN./6' MAX WATER)6" METALLIC WARNING TAPEABOVE ALL WATER MAINSAND IRRIGATION MAINSTYPICAL ROADWAY SECTIONTYPE 'P' ROADWAY REPAIR*1TYPICAL UNIMPROVEDAREA SECTION*SEE OSHA SECTIONNOTE:12 GA. TRACER WIRE REQUIRED ONALL WATER/IRRIGATION MAIN AND SERVICE LINES IN ACCORDANCEWITH ISPWC.DEPTH OVER 5' (FT.) UNSUPPORTED18"-24"12""PIPE ZONE"5' (FT.) MAX.UNSUPPORTED HEIGHT6"6"PIPE O.D.12"PIPE O.D.TYPICAL TRENCH SECTION PIPE %EDDING DETAILNO SCALE3013/4" (IN.) MINUS BEDDINGPER SECTION 302NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE, 2000 PSF SOIL BEARING PRESSURE.CONCRETE BLOCKING MUST CURE FOR 24 HOURS PRIOR TO CHARGING SYSTEM. VERTICAL BEND DIMENSION FOR THRUST BLOCKINGA1'-7"2'-0"2'-8"3'-4"4'-0"6"12"8"10"4"2'-2"1'-11"2'-5"3'-2"4'-0"4'-8"3'-10"2'-6"3'-3"4'-8"3'-0"3'-10"1'-9"1'-2"BAB1'-6"0-10"1'-11"2'-3"1'-9"1'-7"1'-10"3'-3"3'-8"2'-5"3'-0"2'-1"2'-9"2'-7"1'-9"2'-2"1'-6"O'-10"A1'-8"BA1'-7"B0-6"B3ABNOTES: 1. #4 REBAR REQUIRED AS SHOWN. REBAR SHALL RECEIVE A BITUMINOUS COAL TAR BASE COATING.4'-9"16"5'-8"5'-8"3'-0"4'-2"4'-2"3'-0"4'-9"CONCRETE TO BE FORMED SO ASNOT TO COVER ANY MECHANICALJOINTS OR BOLTS.REBAR (TYP.) SEENOTE 1TYPICAL THR8ST %LOCK INSTALLATIONNO SCALE403VALVE BOXGATE VALVEASPHALT PAVEMENTPLACED AFTER PAVINGFLANGE X M.J. GATE VALVERESILIENT SEATPLAN VIEWWATERCONCRETE COLLARSCORES8"-12"8"-12"(2) #4 REBAR HOOPSWITH #4 COLLAR24" Ø X 9"CONCRETE COLLARPACK VOID WITH RUBBER SILICONEASPHALTVALVE BOX (MUST HAVE WATERCAST IN FOR WATER VALVES ANDIRRIGATION FOR IRRIGAT
IONVALVES)GATE VALVE DETAILNO SCALE406ZONE 1: A) NO SPECIAL REQUIREMENTSZONE 2: A) WATER & SEWER SEPARATED BY AT LEAST 6' (FEET) AT OUTSIDE WALLS AND B) WATER AT LEAST 18" (INCHES) HIGHER IN ELEVATION THAN THE SEWER AND C) SEWER CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSUREZONE 3: A) NOT ALLOWEDCLZONE 1: A) WATER & NON-POTABLE WATER LINE (NPWL) MUST BE SEPARATED BY AT LEAST 18" (IN.). AND B) ONE (1) FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE NPWL.ZONE 2: A) ONE (1) FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE NPWL. AND EITHER B) NPWL MAIN MUST BE CONSTRUCTED TO WATER MAIN STANDARDS AND BE PRESSURE TESTED FOR WATER TIGHTNESS FOR A HORIZONTAL DISTANCE OF 10' (ft.) ON BOTH SIDES OF CROSSING. OR C) EITHER THE NPWL OR WATER MAIN OR BOTH MUST BE SLEEVED AS SHOWN IN DETAIL D FOR A HORIZONTAL DISTANCE OF 10' (ft.) ON BOTH SIDES OF THE CROSSING.ZONE 3: SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL MUST ALSO BE SUPPORTED, AS SHOWN IN DETAIL D, ABOVE THE CROSSING TO PREVENT SETTLING.ZONE 4: SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MUST ALSO BE SUPPORTED, AS SHOWN IN DETAIL D, ABOVE THE CROSSING TO PREVENT SETTLING.WATERLINEWATERLINENON-POTABLEWATER LINE (NPWL)ZONE 2ZONE 1ZONE 3ZONE 4 VERTICAL SEPARATION REQUIREMENTS 18"18"ZONE 3ZONE 2ZONE 15' (FT.) MIN.10' (FT.) MIN.HORI=ONTAL AND VERTICAL - SEWERWATER SEPARATION DETAILSNO SCALE40724"DIA. SECTION VIEW FINISHED GRADE NOTES: 1' MIN.2' MIN.18"
5' MIN.
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6" MIN.1. CUL-DE-SAC SERVICE LATERALS MUST FOLLOW THE MOST DIRECT ROUTE POSSIBLE BETWEEN CORPORATION STOP AND METER BOX.2. SERVICE LINE CONNECTION MUST BE A MIN. OF 2 FT. BEHIND METER BOX.3. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF CHUBBUCK (I.E. THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION)4. THE CITY OF CHUBBUCK SHALL INSPECT MAIN LINE AND METER BOX INSTALLATION PRIOR TO BACKFILLING.2" WATER SERVICE LINE INSTALLATIONNO SCALE4024'-6"NO. 12 AWG. COPPERFINDER WIRECONCRETE VAULTOR STANDARD MANHOLEGRADE RINGS24" MANHOLE LID & RING2" SERVICE LINE(POLYETHYLENE PIPE)RAMNEK OR APPROVEDSEALANT - ALL JOINTS2" METER W/ 15-1/4"LAY LENGTH(SUPPLIED BY CITY)2" CAPWATER MAIN(8" PVC C-900)2" SERVICE SADDLE, FORD S90-807CORPORATION STOP(W/CC THREADS, FORD B1001-7-G)3/4" MINUSAGGREGATEBEDDING2 - (2" x 8" x 12")CONCRETE BLOCK2" METER SETTER SETFOR 15-1/4" LAY LENGTH(FORD VBH77-18B-11-77)W/ STAINLESS STEEL INSERT(FORD 75-DR11)JUNE 20186/8/18TYPICAL HANDICAP RAMPNO SCALE7124" TYPE 1BEDDING SECTION "A" 9" MIN.NOTES:1. OPTIONAL CAST - IN - PLACE MANHOLE BASE WITH APPROVED PIPE CONNECTIONS MAY BE USED WITH ENGINEERS APPROVAL.2. PLACE VERTICAL WALL IN UPSTEAM SIDE OF MANHOLE, ROTATED 45°.3. MANHOLE FRAME AND COVER: A) REFER TO STANDARD DRAWING. B) USE METAL SHIMS TO INSURE FRAME & COVER IS FLUSH WITH SLOPE OF PAVEMENT.4. GRADE RINGS SHALL BE 2" (IN.) TO 1' (FT.) IN HEIGHT.5. WHERE PVC PIPE IS UTILIZED, INSTALL RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL.6. PROVIDE MANHOLE CONCRETE REINFORCING TO ACCOMMODATE HS-20 TRAFFIC LOADS.7. PRECAST CONCRETE BARRELS AND CONES. CLASS III REINFORCED ASTM C-478.8. ALL GRADE RINGS SHALL BE GROUTED WATERTIGHT IN PLACE.9. FRAME SHALL BE GROUTED TO GRADE RINGS.10. ALL MANHOLES SHALL BE VACUUM AND AIR TESTED PER ISPWC.17" (MAX)48" (MIN.)5" (MIN.)6" (MIN.)12" PLAN VIEW 4 FT. OR GREATER DEPTH, PIPEDIA. <OR= 24"24" DIA.FRAME & COVERREPLACEMENT SURFACING TOMATCH FLUSH WITH EXISTINGSURFACECONCRETE COLLAR IN PAVEDSTREET SECTIONGRADE RINGS (2" MIN., 12" MAX.)PROPERLY ALIGN ALLINTERIOR JOINTSPRECAST CONCRETE MANHOLEASTM C-478 (REBAR NOT SHOWN)RAMNEK OR APPROVEDSEALANTS - ALL JOINTSPRECAST MONOLITHICCONCENTRIC CONESECTION (REBAR NOTSHOWN)SEE PLANS FOR PIPE SIZECAST - IN - PLACE ORPRECAST CONCRETEPRECAST GASKET HUB RINGOR RUBBER GASKETED COLLAR -FLEXIBLE & WATER TIGHTREMOVE MANHOLESTEPSPRECAST GASKET HUB RINGOR RUBBER GASKETED COLLAR -FLEXIBLE & WATER TIGHTPRECAST GASKET HUB RINGOR RUBBER GASKETED COLALAR -FLEXIBLE & WATER TIGHTFLOW
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C - 8.1 PROJECT DETAILSSHEET NUMBERC - 8.1EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMPROJECT DETAILSCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23PROJECT DETAILSAGENCY REVIEW SETSHEET IS NOT TO SCALE4NOTES:1. GRADE AND ALIGNMENT TO BE APPROVED BY THEENGINEER.2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OFRADII.3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALSMAXIMUM 10 FEET.4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCEWITH ISPWC SPECIFICATIONS AND THE CITY.5. BACKFILL AS PER ISPWC SPECIFICATIONS.6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNINGCONSTRUCTION IN PUBLIC RIGHT-OF-WAY.7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLICRIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY.8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAYSTRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5%12"24"6"2"4" MIN. OF 3/4" (MAX)AGGREGATE BASEGRAVEL UNDER CURB6"R=1/2"LIP OF CURBR=1/2"R=1"R=3" ± 1"STANDARD 6" VERTICAL C8R% DETAILASPHALT PAVEMENT SECTION DETAILNO SCALE810-ANO SCALE701-ATYPCIAL 6" REVERSE (SPILL C8R%)NO SCALE701-BNOTES:1. GRADE AND ALIGNMENT TO BE APPROVED BY THEENGINEER.2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OFRADII.3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALSMAXIMUM 10 FEET.4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCEWITH ISPWC SPECIFICATIONS AND THE CITY.5. BACKFILL AS PER ISPWC SPECIFICATIONS.6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNINGCONSTRUCTION IN PUBLIC RIGHT-OF-WAY.7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLICRIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY.8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAYSTRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5%3/4" MINUS GRADATIONAGGREGATE LEVELING COURSESIEVE1"3/4"#4#8#200% PASSING10090-10040-6530-503-92" MINUS GRADATIONAGGREGATE SUBBASESIEVE2"1"#4#30#200% PASSING90-10055-8330-6010-250-8CLASS II PLANT MIX THREE SEPARATESTOCKPILES TWO COARSE AND ONE FINE(3/4" NOMINAL MAXIMUM SIZE)4" DEPTH CRUSHED 3/4" MINUS AGGREGATELEVELING COURSE COMPACTED TO 95%STANDARD PROCTOR DENSITY3" CLASS II PLANT MIX PAVEMENT PG58-28, 3/4" MIX DESIGN12" DEPTH 2" MINUS PIT RUN COMPACTEDTO 95% STANDARD PROCTOR DENSITYSUBGRADE EARTH COMPACTED TO 95%STANDARD PROCTOR DENSITYNON-WOVEN GEOTEXTILE FABRIC(AS REQUIRED BY CITY DESIGN STANDARDS)JUNE 20186/8/18SLOPE6"R=1"R=3" ± 1"MIN. SLOPE: NORMAL CROSS SLOPEMAX. SLOPE: 1" FT.12"R=1/2"LIP OF CURB6"2"24"4" MIN. OF 3/4" (MAX)AGGREGATE BASEGRAVEL UNDER CURBR=1/2" SIDEWALK SECTION - TYPICAL STREET SIDEWALK SECTION NOTES:1. CONTRACTION JOINTS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 5' (FT.).2. EXPANSION JOINTS SHALL BE PLACED AT EXISTING JOINT STRUCTURES, POINTS OF CURVE AND AT MAXIMUM INTERVALS OF 30' (FT.). EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.T.J.) 4"TYPICAL SIDEWALK INSTALLATIONNO SCALE709-A PROFILE VIEW PLAN VIEW FLOWCLPL
VARIESVARIES4" (IN.) SDR-35SEWER PIPEBENDS AS REQUIRED6" (IN.) BEDDING4" "Y" ROTATED 45° FROM HORIZONTALUNLESS OTHERWISE SPECIFIEDSLOPE ± 1/4" (IN.) PER FT. MIN.WATERTIGHT CAP& PLUGMAIN LINECONNECTION FORNEW PUBLIC SEWERCONNECTION FORLATERAL SEWERSPREFABRICATED "Y" ORTAPPING SADDLE LOCATEDIN TOP HALF OF PIPE4" SDR-35 SERVICE LINEMIN. SLOPE = 2.00% OR1/4" PER FOOTSEWER LATERAL -LESS THAN 10" (IN.) Ø45° ELBOWPREFABRICATED "Y"OR TAPPING SADDLEIF REQUIREDNOTES:1. ALL TAPS TO EXISTING SEWER SHALL BE LOCATED IN THE UPPER HALF OF THE PIPE.2. AN APPROVED TAPPING SADDLE SHALL BE REQUIRED FOR ALL NEW TAPS TO EXISTINGSEWER LATERALS.45°SEWER SERVICE TAPPING DETAILNO SCALE511STANDARD SEWER SERVICENO SCALE512CLEAN-OUTVARIESWITHIN 5'FACE OF BUILDING12'-6" MIN.(CONCRETE PAD LENGTH)11'-6" MIN.(CONCRETE PAD WIDTH)10' MIN.(INSIDE ENCLOSURE LENGTH)11' MIN.(INSIDE ENCLOSURE LENGTH)DESIGN CONCRETE PADTO WITHSTAND 10,000 LBSINGLE WHEEL LOADS6" DIAMETER PIPE BOLLARDCONTAINER ENCLOSURESHALL BE MIN. 6'-0" HIGH*3/4" DIAMETER BY 1 1/2"DEEP RECESSES FOR GATECANE BOLTS. PROVIDE TWOEACH AT GATE IN CLOSEDAND OPEN POSITION, FIELDVERIFY EXACT LOCATION.(REQUIRED WITH OPTIONAL GATE)*6" DIAMETER PIPE BOLLARDCONCRETE FILLED, SET IN CONCRETE3' BELOW GRADE, EXTEND 4' ABOVEGRADE, PAINT OSHA YELLOW.(REQUIRED WITH OPTIONAL GATE)*IF GATES ARE INSTALLED, THEYMUST BE OPENED AND SECUREDTO BOLLARDS BY OWNER PRIORTO SERVICE BY CITY. CITY WILLNOT SERVICE GARBAGE CONTAINERIF GATES ARE NOT OPEN ANDPROPERLY SECURED.*DOUBLE SWING GATE.(NOT RECOMMENDEDBUT OPTIONAL)1
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ERCLEAN WATERNOTES:INLET %ASIN PROTECTIONNO SCALETEMPORARY EROSION CONTROL1. REMOVE ALL TRASH, DEBRIS, DUFF, AND MATERIALS WHICH COULD INTERFERE WITHTHE INLET/BASIN PROTECTION FUNCTION PRIOR TO PLACEMENT AND ATERWARDS ONA DAILY BASIS AS NEEDED.2. MINOR MODIFICATIONS TO THESE INSTALLATIONS MAY BE NECESSARY TOACCOMMODATE FIELD CONDITIONS.3. DIRECT RUNOFF DISCHARGED THROUGH INLET/BASIN PROTECTION THROUGH AFILTER BERM, SEDIMENT TRAPS, OR STABALIZED DISCHARGE AREA.4. WHEN USING FILTER FABRIC ON INLET AND BASIN PROTECTION CONSULT THEMATERIALS SECTION PRIOR TO INSTALLATION.5. GRAVEL FILTER OR FRAME WIRE MESH INSTALLATAIONS ARE INTENDED TO BE USEDON ANY STRUCTURE SURROUNDED BY PAVEMENT WITH OR WITHOUT CURBS.SOME INSTALLATIONS MAY BE BETTER SERVED BY PLACING THESWALE & GRAVEL BERM ALL THE WAY AROUND THESTRUCTURE.GRAVEL BAGSGRATECATCH BASINWOVEN GEO-TEXTILECONCRETE WASH STATIONNO SCALENOTES:NOT TO SCALEPLANAA'1.ACTUAL LAYOUT DETERMINED IN THE FIELD2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 32' OFTHE TEMPORARY CONCRETE WASHOUT FACILITY.3.WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY.4.AVOID MIXING EXCESS CONCRETE.5.WASHOUT AREA CAN ALSO BE USED FOR SHEET ROCK MUD,STUCCO, MASONRY, ETC.6.COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND ALLOW ITTO DRY.7.THE PIT SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE FROMWASHOUT.8.LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM STORMDRAIN OR RECEIVING WATERS.9.KEEP THE WASHOUT AREAS AWAY FROM AREAS OF CONSTRUCTIONTRAFFIC.10.INSPECT DAILY WHEN IN USE.11.ALLOW WASTE TO DRY AND THEN DISPOSE OF AS SOLID WASTE.12.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOTFREE-BOARD FOR BELOW GRADE FACILITIES.13.CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONALFACILITIES WHEN THE WASHOUT IS 50% FULL.CONCTRETE WASHOUT SIGNDETAIL(OR EQUIVALENT)10061009STA%ILI=ED CONSTR8CTION ENTRANCENO SCALE1001SHEET NUMBER
C - 8.2 PROJECT DETAILSSHEET NUMBERC - 8.2EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMPROJECT DETAILSCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23PROJECT DETAILSAGENCY REVIEW SETSHEET IS NOT TO SCALE445 DEGREES4"
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"23°WHITE REFLECTIVE PAINT1'-0"6" R2'-0"BLUE BACKGROUNDHANDICAP STRIPING DETAILNO SCALEHANDICAP SYM%OL DETAILNO SCALE4 x 4POST24" MIN.4'COMPACTED BACKFILL AROUND POST24" MIN.POST "NPDES" PERMIT4 x 4POST4'1. MAILBOX SHALL CONTAIN THE FOLLOWING AT ALL TIMES: A) CITY APPROVED CONSTRUCTION PLANS B) DEQ APPROVED CONSTRUCTION PLANS C) ANY SITE INSPECTION FORMS2. MAILBOX SHALL BE LOCKED AT ALL TIMES13 1/2"11 1/2"NOTES:23 1/2"2 - BOLTS34" ØPRESSURETREATED 2 x 6 TEMPORARY MAIL%OX DETAILNO SCALE100820502051SILT FENCE DETAILNO SCALE1003GEOTEXTILE CLASS FDRIVEN A MINIMUM OF 16" INTO16" MINIMUM HEIGHT OF36" MINIMUM LENGTH FENCE POST,10' MAXIMUM CENTER TOCENTERGROUNDJOINING TWO ADJACENT SILTCROSS SECTIONFENCE SECTIONS8" MINIMUM DEPTH INSECTION BSECTION ASTAPLETOP VIEWPOSTSEMBED GEOTEXTILE CLASS FINTO THE GROUNDA MINIMUM OF 8" VERTICALLYSTAPLECLOTHFILTERFLOWPERSPECTIVE VIEWFLOWFLOW36" MINIMUM FENCEPOST LENGTHGROUNDFENCE POST DRIVEN AMINIMUM OF 16" INTOTHE GROUNDMINIMUM 20" ABOVEFENCE POST SECTIONGROUNDUNDISTURBEDGROUND1. FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVE A MINIMUM OF 8" INTO THE GROUND. WOOD POSTS SHALL BE1.5" SQUARE (MIN) CUT OR 1.75" DIA ROUND AND SHALL BE SOUND QUALITY WOOD. STEEL POSTS SHALL BE STANDARD TOR U SECTION WEIGHING NOT LESS THAN 1 LB/LF.2. GEOTEXTILE SHALL FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIES OR STAPLES AT THE TOP ANDMID-SECTION AND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS FOR GEOTEXTILE CLASS F: TENSILE STRENGTH50 LBS/IN TENSILE MODULUS 20 LBS/IN FLOW RATE .3 GAL/SF./MIN FILTERING EFFICIENCY 75%3. WHERE ENDS OF GEOTEXTILE COME TOGETHER THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENTSEDIMENT BYPASS.4. SILT FENCE SHALL BE INSPECTED AFTER EVERY RAINFALL AND MAINTAINED WHEN BULGES OCCUR OR WHEN SEDIMENTHAS REACHED 50% OF THE HEIGHT.JUNE 20186/8/18ASPHALT PVMT.INTERFACECOURSE-PCC@ BITUMINOUSBIT. TACK COATW.W.F. 6x6-W.2.9x2.9LONG RADIUS w BENDEND OF LINE OR CONTINUE LINEKNOCKOUT PLUG @SEWER PIPECONCRETEDUCTILE IRON SOIL PIPEPROVIDE SCREW TYPE PLUGP.C.C. 6" THK.SEALED W/JOINT SEALANTSPACE ALL AROUNDFROM OPENING.SLOPE TO DRAIN AWAY3.0' DIA.6"CLEANO8TNO SCALE503J. MITCHELL GR
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ONAL ENGINEER
SHEET NUMBER
C - 8.3 PROJECT DETAILSSHEET NUMBERC - 8.3EngineersSurveyorsPlanners600 E. Oak St. Pocatello, ID 83201 (208) 234-0110 301 58th St. W. #138 Williston, ND 58801 (701) 572-0110TMPROJECT DETAILSCHUBBUCK MEDICAL CENTERMEDICAL OFFICE BUILDINGSITE IMPROVEMENTS PROJECTINTELLECTUAL PROPERTY NOTICETHE DESIGN, IDEAS, DRAWINGS CONTAINED ON THIS SHEET ANDWITHIN THIS SET OF ASSOCIATED DOCUMENTS ARE THE SOLEPROPERTY OF RMES AND SURVEYING, AND ARE SUBJECT TO THECOPYRIGHT OF RMES. THEY ARE CREATED, EVOLVED AND DEVELOPEDFOR USE ON THIS SPECIFIC PROJECT. ANY USE OF THESE DRAWINGS,DESIGNS, MATERIALS OR INFORMATION CONTAINED HEREIN,INCLUDING BUT NOT LIMITED TO COPYING OR REPRODUCTION, WHICHIS NOT EXPRESSLY AUTHORIZED BY RMES IS STRICTLY PROHIBITED ASAN INFRINGEMENT OF ITS COPYRIGHT AND MAY RESULT IN LIABILITY.AGENCY REVIEW SETSHEET INFORMATIONDESIGNER:BMSCREATED:REVIEWER:JMGLAST REVISED:REVISIONSX#1DATEBYDESCRIPTIONX23PROJECT DETAILSAGENCY REVIEW SETSHEET IS NOT TO SCALE4JUNE 20186/8/18NO SCALE602-C30" CATCH %ASIN DETAIL30" CATCHBASIN BARRELASTM C-478SLOTTED COVERSTANDAR RINGASD-12ISOMETRICVIEW PLAN VIEW 20" DIA. TYP.18" DIA. TYP.NOTE:1. THE USE OF THIN WALLKNOCKOUTS IN CATCH BASINBARRELS IS NOT MANDITORY.FACTORY OR FIELD CORED HOLES INA STD. 2'-6" DIA. REINFORCEDCONCRETE PIPE DESIGNED FORVERTICAL INSTALLATION & ALSO TOWITHSTAND HS-20 LOADING WILLALSO BE APPROVED.GROUT ALLAROUNDCONCRETEPIPESUPPORTTHIN WALL KNOCKOUTS(SEE NOTE)4" THICK POUREDCONCRETE BASE4" OF TYPE 1 OR 1A BEDDING SIDE VIEW ASD-12SECTION A6"24"37"30"3.5"12" MIN.4'