HomeMy WebLinkAboutRepair_Rehabilitation of Kipu Bridge and Koloa Bridge PlansNOTES FOR CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY1.ALL DAMAGED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION INACCORDANCE WITH COUNTY OF KAUAI, “HAWAII STANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS AND THE“STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984”, ASAMENDED BY THE DEPARTMENT FOR PUBLIC WORKS, CITY AND COUNTY OFHONOLULU, AND THE COUNTIES FOR KAUAI, MAUI, AND HAWAII, WITH 2” MINIMUMHOT MIXED ASPHALT CONCRETE PAVEMENT (STATE DESIGN MIX V) AND 8”MINIMUM BASE COURSE UNLESS OTHERWISE NOTED IN THE PLANS.2.THE CONTRACTOR SHALL PROVIDE, INSTALL, MAINTAIN ALL NECESSARY SIGNS, LIGHTS,FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES ANDSHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND FOR THECONVENIENCE AND SAFETY OF THE PUBLIC TRAFFIC. ALL SUCH PROTECTIVEFACILITIES AND PRECAUTIONS TO BE TAKEN SHALL CONFORM WITH RULES ANDREGULATIONS GOVERNING THE USE OF TRAFFIC CONTROL DEVICES AT WORK SITES ONOR ADJACENT TO PUBLIC STREETS AND HIGHWAYS ADOPTED BY THE HIGHWAY SAFETYCOORDINATOR AND U.S. FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2009 AND ITSAMENDMENTS.3.THE CONTRACTOR SHALL, WHENEVER NECESSARY, PROPERLY SHEET AND BRACE ALLEXCAVATIONS TO RENDER IT SECURE AND SHALL REMOVE ALL SUCH SHEETING ANDBRACING BEFORE COMPLETION OF THE BACKFILL FOR WATER MAINS. THE MINIMUMCOVER REQUIREMENTS (FROM TOP OF PIPE TO FINISHED GRADE OVER PIPE) IS THREE(3) FEET.4.A. A PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM THE DEPARTMENT OFPUBLIC WORKS, COUNTY OF KAUAI BEFORE WORK ON A PUBLIC STREET ORHIGHWAY MAY BEGIN. PERMIT FEES SHALL BE AT THE CONTRACTOR'S EXPENSE.B.DRIVEWAYS SHALL BE KEPT OPEN UNLESS OWNERS OF THE ABUTTING LOTSUSING THESE RIGHT-OF-WAY ARE OTHERWISE PROVIDED FOR SATISFACTORILY.C.ALL WORK INCLUDING REPAIR OF DAMAGED PAVEMENT AND SHOULDERS SHALL BEINSPECTED AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. ALLUNAPPROVED WORK SHALL BE CONSIDERED UNACCEPTABLE AND SHALL BERE-WORKED AND CORRECTED AS DIRECTED BY THE DEPARTMENT OF PUBLICWORKS, AT THE CONTRACTOR'S EXPENSE.D.DAMAGED SHOULDERS SHALL BE RESTORED TO A CONDITION EQUAL TO ORBETTER THAN EXISTING CONDITION.E.DURING NON-WORKING HOURS, ALL TRENCHES SHALL BE COVERED WITH A SAFENON-SKID BRIDGING MATERIAL.F.NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISE STOREDWITHIN COUNTY RIGHT-OF-WAY EXCEPT AT LOCATIONS DESIGNATED IN WRITINGAND APPROVED BY THE COUNTY ENGINEER.G.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO OFFER THE LEASTPOSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC AND SHALL HAVEUNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK THAT CAN BEEXECUTED PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC.I.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTIVEMEASURES TO ADDRESS SAFETY AND WORKSITE PROTECTION FOR THE SITEAND PERSONNEL SHOULD CERTAIN EMERGENCIES ARISE. ALL NECESSARY SAFETYPRECAUTIONS SHALL BE TAKEN TO ENSURE PEDESTRIANS ARE PROTECTED FROMCONSTRUCTION OPERATIONS AND CONSTRUCTION.J.ALL EXISTING DRAINAGE FLOW CONDITIONS SHALL BE MAINTAINED.5.THE CONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETING WITH THE CONSTRUCTION- DESIGN SECTIONS OF THE DEPARTMENT OF PUBLIC WORKS BEFORE COMMENCING ANYWORK.6.CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PRESERVE BENCHMARKS(SURVEY MONUMENTS) WHENEVER THE CENTER OF A SURVEY MONUMENT IS LESSTHAN THREE (3) FEET FROM THE EDGE OF CONSTRUCTION. THE CONTRACTORSHALL RETAIN A LICENSED SURVEYOR TO REFERENCE THE LOCATION OF SAIDSURVEY MONUMENT.7.ALL SHOULDERS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED INACCORDANCE WITH HDOT, “HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2005” AND ITS AMENDMENTS.8.PROVIDE SMOOTH RIDING CONNECTION TO ALL EXISTING A.C. PAVEMENT ANDDRIVEWAYS.9.THE CONTRACTOR SHALL REPLACE OR REPAIR ALL TRAFFIC SIGNS, POSTS ANDPAVEMENT MARKINGS DISTURBED DURING CONSTRUCTION.NOTES FOR GENERAL CONSTRUCTION1.ALL CONSTRUCTION WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH THEPUBLICATIONS "HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2005" AND ITS AMENDMENTS AND THE "STANDARD DETAILS FORPUBLIC WORKS, CITY AND COUNTY OF HONOLULU, AND THE COUNTIES OF KAUA'I, MAUIAND HAWAI'I." THE STANDARD DETAILS ARE AVAILABLE AT THE COUNTY OF KAUA'ICLERK'S OFFICE.2.NO GRADING BETWEEN 7 P.M. TO 7 A.M. ON ANY GIVEN DAY OR ON SATURDAYS,SUNDAYS, AND HOLIDAYS WITHOUT WRITTEN PERMISSION FROM THE COUNTY ENGINEERAND THE STATE DEPARTMENT OF HEALTH.3.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS, DIVISIONOF ENGINEERING, CONSTRUCTION INSPECTION SECTION AT LEAST FIVE (5) WORKINGDAYS BEFORE COMMENCING ANY WORK ON THE PROJECT. THE CONTRACTOR SHALLHOLD A PRECONSTRUCTION MEETING WITH THE CONSTRUCTION-DESIGN SECTION OFTHE DEPARTMENT OF PUBLIC WORKS BEFORE COMMENCING ANY WORK.4.CONSTRUCTION PLANS ARE VALID FOR A PERIOD OF ONE YEAR FROM THE DATE OFAPPROVAL. IF CONSTRUCTION DOES NOT COMMENCE WITHIN THE ONE-YEAR TIME FROMTHE DATE OF APPROVAL, THE CONSTRUCTION PLANS SHALL BE RESUBMITTED TO ALLREVIEWING AND APPROVING AGENCIES FOR REVIEW, APPROVAL, AND RECERTIFICATIONOF THE PLANS.5.THE CONTRACTOR SHALL COMPLETE THE REPAIRS TO THE CONCRETE GIRDERS ATKOLOA BRIDGE BEFORE PROCEEDING WITH ANY OF THE REMAINING CONTRACT WORK.6.THE CONTRACTOR SHALL NOT CONDUCT CONSTRUCTION ACTIVITIES REQUIRINGINSPECTION BY THE COUNTY SIMULTANEOUSLY AT BOTH JOB SITES WITHOUT PRIORAPPROVAL FROM THE COUNTY. THIS INCLUDES, BUT IS NOT LIMITED TO, CONCRETEREPAIRS AND ASPHALT PAVING.7.ALL GRADING, GRUBBING AND STOCKPILING WORK SHALL BE PERFORMED INACCORDANCE WITH COUNTY OF KAUAI ORDINANCE NO. 808.8.AFTER EACH RAINFALL EVENT, THE CONTRACTOR SHALL REMOVE ALL SILT ANDDEBRIS RESULTING FROM HIS WORK AND DEPOSITED IN DRAINAGE FACILITIES,ROADWAYS AND OTHER AREAS. THE COST INCURRED FOR ANY NECESSARY REMEDIALACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THE CONTRACTOR.9.DURING CLEANING OPERATIONS, THE CONTRACTOR SHALL SUPPLY A WATER TRUCK FORDUST CONTROL PURPOSES UNTIL THE VEGETATION HAS RE-ESTABLISHED ITSELF.EXCESS WATER, INCLUDING SILT AND DIRT, SHALL NOT BE ALLOWED TO RUN-OFF THEPROPERTY.10.BENCHMARKS THAT ARE DISTURBED OR DESTROYED SHALL BE RESTORED UNDER ALICENSED LAND SURVEYOR'S DIRECTION. COPIES OF FIELD NOTES, DESCRIPTIONS ANDNEW VALUES OF THE NEW BENCHMARK SHALL BE SENT TO THE DEPARTMENT OFPUBLIC WORKS SURVEY SECTION FOR REVIEW AND APPROVAL PRIOR TO FINALACCEPTANCE OF THE PROJECT.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OVERTIME AND/OR NIGHT WORKPAYMENTS FOR COUNTY'S STAFF AND INSPECTION PERSONNEL INCLUDINGCONSULTANTS, WHEN THE CONTRACT REQUIRES OVERTIME OR NIGHT WORK TO BEPERFORMED, OR DIRECTS THE CONTRACTOR TO WORK ADDITIONAL SHIFTS OROVERTIME FOR COUNTY'S CONVENIENCE.12.BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED AT ALL TIMES TO THEMAXIMUM EXTENT PRACTICABLE TO PREVENT DAMAGE BY SEDIMENTATION, EROSIONOR DUST TO STREAMS, WATERCOURSES, NATURAL AREAS AND THE PROPERTY OFOTHERS.13.IF SYSTEM CONDITIONS REQUIRE NON-EMERGENCY NIGHT TIME WORK DURING THEAUTUMN SEABIRD FALL SEASON (SEPTEMBER 15 THROUGH DECEMBER 15), USE OFLIGHTING SHALL BE RESTRICTED BETWEEN 9:00PM TO 4:30AM. IF LIGHTING OF THEWORK AREA IS REQUIRED IN SUCH SITUATION, ALL LIGHTS SHALL BE SHIELDED(MINIMUM LIGHT SPILL TOWARDS THE SKY) AND DIRECTED DOWNWARDS TO THEMAXIMUM EXTENT PRACTICABLE. MINIMUM REQUIREMENTS FOR LIGHTING BY HIOSHAND OSHA SHALL BE PROVIDED AND ASSURED BY THE CONTRACTOR. THECONTRACTOR SHALL TRAIN ALL EMPLOYEES WORKING AT NIGHT (RECORDS RETAINEDBY THE CONTRACTOR) ON HOW TO HANDLE ANY RETRIEVED DOWNED BIRDS ANDSHALL HAVE APPROPRIATE EQUIPMENT AS APPROVED BY SAVE OUR SHEARWATERS(SOS) ON SITE TO HOLD AND TRANSPORT ANY RETRIEVED BIRDS TO A SOS FACILITY.THIS REQUIREMENT DOES NOT ALLOW LIGHTING AS MAY BE RESTRICTED BY OTHERGOVERNMENT AGENCIES.14.PRIOR TO STARTING ANY EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL CONTACTTHE HAWAII ONE CALL CENTER AT 1-866-423-7287.15.THE DEPARTMENT OF PUBLIC WORKS SHALL BE PROVIDED TWENTY (20) WORKING DAYSFOR ALL SUBMITTAL REVIEWS FROM THE TIME OF SUBMISSION BY THE CONTRACTOR.16.THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE WORK AT ALLTIMES DURING CONSTRUCTION AND SHALL BE FURNISHED WITH EVERY REASONABLEFACILITY (INCLUDING BUT NOT LIMITED TO LAYOUT UNDER THE SUPERVISION OF ALAND SURVEYOR LICENSED IN THE STATE OF HAWAI'I) FOR ASCERTAINING THAT THEMATERIALS USED AND THE WORKMANSHIP ARE IN ACCORDANCE WITH THEREQUIREMENTS OF THE CHAPTER 9 SUBDIVISION ORDINANCE; ORDINANCE NO. 808,ARTICLE 7, GRADING, GRUBBING AND STOCKPILING; AND THE STANDARDSESTABLISHED BY THE DEPARTMENT OF PUBLIC WORKS.17.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR WILL PREPARE AND CERTIFYAS-BUILT DRAWINGS THAT REPRESENT ALL CHANGES TO THE ORIGINAL APPROVEDCONSTRUCTION PLANS. THE OWNER'S LICENSED DESIGN ENGINEER WILL CERTIFY THATALL OF THE CHANGES SHOWN ON THE AS-BUILT DRAWINGS HAVE BEEN APPROVED BYTHE DESIGN ENGINEER AND MEET MINIMUM STANDARDS IN ACCORDANCE WITH THEREQUIREMENTS OF THE ORIGINAL APPROVED CONSTRUCTION PLANS. THE DEPARTMENTOF PUBLIC WORKS MAY REQUIRE EVERY REASONABLE FACILITY TO VERIFY ANYIMPROVEMENT ON THE FINAL AS-BUILT PLANS PRIOR TO THE CERTIFICATION BY THEOWNER'S ENGINEER, INCLUDING BUT NOT LIMITED TO HAVING A LAND SURVEYORLICENSED IN THE STATE OF HAWAI'I CONFIRM AND CERTIFY THE FINAL LOCATION ANDELEVATIONS.18.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITYAGENCIES FOR LOCATION OF EXISTING UTILITIES WITHIN THE PROJECT LIMITS. THECONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES WHETHER ORNOT SHOWN ON THE PLANS. ANY COST INCURRED BY DAMAGES TO EXISTINGUTILITIES WILL BE BORNE BY THE CONTRACTOR.19.ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, CURRENTEDITION.20.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS FOR THE USE OF UTILITIESSUCH AS ELECTRICITY, WATER, ETC. AND SHALL BE RESPONSIBLE FOR THE PAYMENTOF ALL COSTS RESULTING FROM SUCH USAGE. THE CONTRACTOR SHALL NOTIFY ALLAFFECTED UTILITY COMPANIES AND GOVERNMENT AGENCIES OF THEIR INTENT TOBEGIN CONSTRUCTION ON ANY INTERSECTION OR STREET AT LEAST TWO (2) WEEKSPRIOR TO THE START OF SUCH CONSTRUCTION.21.THE CONTRACTOR SHALL SCHEDULE ANY ROAD OR BRIDGE CLOSURE AND/OR NIGHTWORK WITH THE DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUAI AND NOTIFY THEPUBLIC NO SOONER THAN ONE (1) MONTH PRIOR TO CONDUCTING THE WORK.22.FOR THE DECK REPAIRS, FULL BRIDGE CLOSURES MAY BE ALLOWED FOR WORKPERFORMED DURING THE NIGHTTIME. ALL CLOSURES SHALL BE COORDINATED WITHTHE COUNTY OF KAUAI. CLOSURE NOTICES SHALL BE POSTED ON THE MESSAGE BOARDTWO (2) WEEKS AHEAD OF CLOSURE.23.CONTRACTOR SHALL SUBMIT 'AS-BUILT" PLANS WITHIN 14 DAYS AFTER FINALINSPECTION.24.PRIOR TO THE START OF WORK, CONTRACTOR SHALL VISIT JOBSITE AND CONDUCT APRE-CONSTRUCTION INSPECTION TO VERIFY QUANTITIES AND REPORT ANYDISCREPANCIES AND/OR DIFFERENCES IN DRAWINGS, IN RESPECT TOEXISTING CONDITION, TO THE ENGINEER.25.CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES AND QUESTIONS PRIOR TOSTART OF WORK. NO EXTRA PAYMENT SHALL BE ALLOWED ON ACCOUNT OF WORKMADE NECESSARY BY CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND/ORFAILURE TO RESOLVE DISCREPANCIES AND QUESTIONS.26.THE CONTRACTOR IS TO COMPLY WITH THE DIRECTIONS OF THE STATE OFHAWAII OCCUPATIONAL SAFETY AND HEALTH LAW (HIOSH).MITIGATION MEASURES IN THE CHAPTER 195D SHALL BE INTEGRATED TO AVOIDCONSTRUCTION AND OPERATIONAL IMPACTS TO STATE LISTED SPECIES SUCH AS THEHAWAIIAN HOARY BAT AND ENDANGERED SEABIRDS. THE DIVISION OF FORESTRY ANDWILDLIFE (DOFAW) PROVIDES THE FOLLOWING ADDITIONAL COMMENTS ON THE POTENTIAL OFTHE PROPOSED WORK TO AFFECT LISTED SPECIES IN THE VICINITY OF THE PROJECT AREA.STATE LISTED WATERBIRDS SUCH AS THE HAWAIIAN DUCK (ANAS WYVILLIANA), HAWAIIANSTILT (HIMANTOPUS MEXICANUS KNUDSENI), HAWAIIAN COOT (FULICA ALAI), HAWAIIANGOOSE OR NENE (BRANTA SANDVICENSIS), AND HAWAIIAN COMMON GALLINULE (GALLINULACHLOROPUS SANDVICENSIS) HAVE THE POTENTIAL TO OCCUR IN THE VICINITY OF THEPROPOSED PROJECT SITE. IT IS AGAINST STATE LAW TO HARM OR HARASS THESE SPECIES.IF ANY OF THESE SPECIES ARE PRESENT DURING CONSTRUCTION ACTIVITIES, THEN ALLACTIVITIES WITHIN 100 FEET (30 M) SHOULD CEASE, AND THE BIRD SHOULD NOT BEAPPROACHED. WORK MAY CONTINUE AFTER THE BIRD LEAVES THE AREA OF ITS OWNACCORD. IF A NEST IS DISCOVERED AT ANY POINT, PLEASE CONTACT THE KAUA'I DOFAWOFFICE AT (808) 274-3433.THE FOLLOWING MITIGATION MEASURES WILL BE IMPLEMENTED, AT A MINIMUM:ALL ESA AND MBTA SPECIES:1.ALL ON-SITE PROJECT PERSONNEL REGARDLESS OF THEIR PROJECT AFFILIATION(CONTRACTOR, SUBCONTRACTOR, COUNTY PERSONNEL) SHALL BE APPRISED OF THESTATUS OF ANY PROTECTED SPECIES POTENTIALLY PRESENT IN THE PROJECT AREAAND THE PROTECTIONS AFFORDED TO THE SPECIES UNDER FEDERAL LAW.2.THE PROJECT FOREMAN SHALL HAVE IN HIS OR HER POSSESSION AT THE JOBSITE AHANDOUT WITH PHOTOGRAPHS OF PROTECTED SPECIES THAT MAY ENTER THEPROJECT SITE TO ASSIST IN IDENTIFICATION OF PROTECTED SPECIES.3.THE PROJECT FOREMAN SHALL DESIGNATE AN APPROPRIATE NUMBER OF COMPETENTOBSERVERS TO SURVEY THE AREA ADJACENT TO THE PROPOSED ACTION FORPROTECTED SPECIES PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES ON A DAILYBASIS.HAWAIIAN HAWK:1.CONSTRUCTION AND REPAIR ACTIVITIES WILL NOT OCCUR WITHIN 1,600 FEET OF ANYHAWAIIAN HAWK NEST DURING THE HAWAIIAN HAWK BREEDING SEASON (MARCHTHROUGH SEPTEMBER).2.IF WORK MUST BE CONDUCTED DURING THE BREEDING SEASON, A NEST SEARCH OFTHE PROJECT FOOTPRINT AND SURROUNDING AREAS WILL BE PERFORMED WITHIN 14DAYS PRIOR TO DISTURBANCE.3.THERE WILL BE NO CLEARING OR PRUNING OF VEGETATION.SEABIRDS1.CONSTRUCTION ACTIVITY SHALL BE RESTRICTED TO DAYLIGHT HOURS DURING THESEABIRD PEAK FALLOUT PERIOD (SEPTEMBER 15-DECEMBER 15) TO AVOID THE USEOF NIGHTTIME LIGHTING THAT COULD ATTRACT SEABIRDS. THE LIMITED TEMPORARYNIGHTTIME WORK OUTSIDE OF THE PEAK SEABIRD FALLOUT PERIOD SHALL BESHIELDED TO PREVENT UPWARD RADIATION AND DIRECTED AWAY FROM ANY NEARBYBEACH HABITATS.2.ALL OUTDOOR LIGHTS SHALL BE SHIELDED TO PREVENT UPWARD RADIATION. THIS HASBEEN SHOWN TO REDUCE THE POTENTIAL FOR SEABIRD ATTRACTION (REED ET AL.1985; TELFER ET AL. 1987). A SELECTION OF ACCEPTABLE SEABIRD FRIENDLY LIGHTSCAN BE FOUND ONLINE AT THE KAUA'I SEABIRD HABITAT CONSERVATION WEBSITE(2013).HAWAIIAN HOARY BAT (LASLURUS CINEREUS SEMOTUS)1.ANY FENCES THAT ARE ERECTED AS PART OF THE PROJECT SHALL HAVE BARBLESSWIRE TO PREVENT ENTANGLEMENTS OF THE HAWAIIAN HOARY BAT ON BARBED WIRE.NO FENCES IN THE SURVEY AREA WERE OBSERVED WITH BARBED WIRE DURING THESURVEY; HOWEVER, IF FENCES ARE PRESENT, THE TOP STRAND OF BARBED WIRESHALL BE REMOVED OR REPLACED WITH BARBLESS WIRE.2.NO TREES TALLER THAN 15 FEET (4.6 M) SHALL BE TRIMMED OR REMOVED AS ARESULT OF THIS PROJECT BETWEEN JUNE 1 AND SEPTEMBER 15, WHEN JUVENILEBATS THAT ARE NOT YET CAPABLE OF FLYING MAY BE ROOSTING IN THE TREES.NENE OR HAWAIIAN GOOSE (BRANTA SANVICENSIS)1.A QUALIFIED BIOLOGIST SHALL SURVEY THE AREA FOR NESTING NENE BEFORECONSTRUCTION OR AS SOON AS THE AREA IS DEEMED SAFE AND ACCESSIBLE (INCOORDINATION WITH THE WATERBIRD SURVEYS), AND AFTER ANY SUBSEQUENTDELAY IN WORK OF 3 OR MORE DAYS (DURING WHICH BIRDS MAY ATTEMPT NESTING).THE RESULTS OF THE PRE-CONSTRUCTION SURVEY SHALL BE SUBMITTED TO THEUSFWS.2.IF A NENE IS FOUND IN THE AREA DURING ONGOING ACTIVITIES, ALL ACTIVITIESWITHIN 100 FEET (30 M) OF THE BIRD WOULD CEASE, AND THE BIRD SHALL NOT BEAPPROACHED. IF A NEST IS DISCOVERED, USFWS SHALL BE NOTIFIED. IF A NEST ISNOT DISCOVERED, WORK MAY CONTINUE AFTER THE BIRD LEAVES THE AREA OF ITSOWN ACCORD.3.ALL REGULAR ON-SITE STAFF SHALL BE TRAINED TO IDENTIFY NENE AND SHALL KNOWTHE APPROPRIATE STEPS TO TAKE IF NENE ARE PRESENT ON-SITE. TRAINING WOULDNOT BE NECESSARY IF A BIOLOGICAL MONITOR IS PRESENT FOR THE DURATION OFTHE CONSTRUCTION.4.TEMPORARY CONSTRUCTION FENCING SHALL BE ERECTED AROUND THE BRIDGECONSTRUCTION ZONES TO MINIMIZE THE POTENTIAL FOR NENE TO ENTER THEPROJECT ZONES.WATERBIRDS1.IN AREAS WHERE VEGETATED STREAMBANKS WOULD BE DISTURBED, WATERBIRD NESTSEARCHES SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST BEFORE ANY WORK ISCONDUCTED AND AFTER ANY SUBSEQUENT DELAY IN WORK OF 3 OR MORE DAYS(DURING WHICH BIRDS MAY ATTEMPT NESTING). FOR VEGETATED STREAMBANKSWHERE EMERGENCY WORK HAS ALREADY BEEN INITIATED, A QUALIFIED BIOLOGISTSHALL SURVEY THE AREA AS SOON AS THE AREA IS DEEMED SAFE AND ACCESSIBLE.THE RESULTS OF THE PRE-CONSTRUCTION SURVEY SHALL BE SUBMITTED TO THEUSFWS.2.IF A WATERBIRD NEST WITH EGGS OR CHICKS/DUCKLINGS IS DISCOVERED IN THECONSTRUCTION LIMITS, WORK SHALL NOT BEGIN UNTIL THE CHICKS/DUCKLINGS HAVEFLEDGED.3.WATERBIRD NESTS, CHICKS, OR BROODS FOUND IN THE SURVEY AREA BEFORE ORDURING CONSTRUCTION SHALL BE REPORTED TO THE USFWS WITHIN 48 HOURS.4.A BIOLOGICAL MONITOR SHALL BE PRESENT ON THE PROJECT SITE DURING ALLCONSTRUCTION ACTIVITIES TO ENSURE THAT HAWAIIAN WATERBIRDS AND NESTS ARENOT ADVERSELY IMPACTED.SECTION 7 ENDANGERED SPECIES ACT (ESA), AND MIGRATORY BIRD TREATYACT (MBTA) AVOIDANCE. MINIMIZATION AND MITIGATION MEASURESHAWAIIAN MONK SEAL (NEOMONACHUS SCHAUINSLANDI) AND SEA TURTLES:1.ALL REGULAR ON-SITE STAFF SHALL BE TRAINED TO IDENTIFY THE HAWAIIAN MONKSEAL AND SEA TURTLES, AND TRAINED ON APPROPRIATE STEPS TO TAKE IF THESESPECIES ARE PRESENT ON-SITE.2.CONSTRUCTION ACTIVITIES SHALL NOT TAKE PLACE IF A HAWAIIAN MONK SEAL OR SEATURTLE IS IN THE CONSTRUCTION AREA OR WITHIN 150 FEET (46 M) OF THECONSTRUCTION AREA. CONSTRUCTION CAN ONLY BEGIN AFTER THE ANIMAL VOLUNTARILYLEAVES THE AREA. IF A MONK SEAL/PUP PAIR IS PRESENT, A MINIMUM 300-FOOT(91-M) BUFFER SHALL BE OBSERVED. IF A HAWAIIAN MONK SEAL OR SEA TURTLE ISNOTICED AFTER WORK HAS ALREADY BEGUN, THAT WORK MAY CONTINUE ONLY IF, INTHE BEST JUDGEMENT OF THE BIOLOGICAL MONITOR, THAT THERE IS NO WAY FOR THEACTIVITY TO ADVERSELY AFFECT THE ANIMAL(S).3.ANY CONSTRUCTION-RELATED DEBRIS THAT MAY POSE AN ENTANGLEMENT THREAT TOHAWAIIAN MONK SEALS AND SEA TURTLES SHALL BE REMOVED FROM THECONSTRUCTION AREA AT THE END OF EACH DAY AND AT THE CONCLUSION OF THECONSTRUCTION PROJECT.4.WORKERS SHALL NOT ATTEMPT TO FEED, TOUCH, RIDE, OR OTHERWISE INTENTIONALLYINTERACT WITH ANY LISTED SPECIES.5.SHIELDED LIGHTING SHALL BE USED TO REDUCE DIRECT AND AMBIENT LIGHT TOPOTENTIAL NEARBY BEACH HABITAT. LIGHTING SHALL BE DIRECTED AWAY FROM THEBEACH.6.IN-WATER WORK AT NIGHT SHALL BE AVOIDED, UNLESS EMERGENCY MAINTENANCE ANDREPAIR OF EROSION AND SEDIMENT CONTROLS ARE NECESSARY TO MEET PERMITCONDITIONS.7.ALL PROJECT-RELATED MATERIALS AND EQUIPMENT PLACED IN THE WATER SHOULD BEFREE OF POLLUTANTS.8.NO PROJECT-RELATED MATERIALS (FILL, REVETMENT ROCK, PIPE, ETC.) SHOULD BESTOCKPILED IN THE WATER (INTERTIDAL ZONES, REEF FLATS, STREAM CHANNELS,ETC.).9.NO CONTAMINATION (TRASH OR DEBRIS DISPOSAL, ALIEN SPECIES INTRODUCTIONS,ETC.) OF MARINE ENVIRONMENTS (REEF FLATS, LAGOONS, OPEN OCEAN, ETC.) ADJACENTTO THE PROJECT SITE SHOULD RESULT FROM PROJECT-RELATED ACTIVITIES.10.FUELING OF PROJECT-RELATED VEHICLES AND EQUIPMENT SHOULD TAKE PLACE AWAYFROM THE WATER. A CONTINGENCY PLAN TO CONTROL THE ACCIDENTAL SPILLS OFPETROLEUM PRODUCTS AT THE CONSTRUCTION SITE SHOULD BE DEVELOPED.11.ABSORBENT PADS, CONTAINMENT BOOMS, AND SKIMMERS WILL BE STORED ON-SITE TOFACILITATE THE CLEANUP OF PETROLEUM SPILLS.12.RETURN FLOW OR RUN-OFF FROM MATERIAL STORED AT INLAND DEWATERING ORSTORAGE SITES SHOULD BE PREVENTED.FOR AQUATIC ECOSYSTEMS:1.BEST MANAGEMENT PRACTICES (BMPS), AS ADVISED IN THE USFWS RECOMMENDEDAQUATIC BEST MANAGEMENT PRACTICES INFORMATION SHEET, SHALL BEINCORPORATED TO MINIMIZE WATER QUALITY DEGRADATION AND MINIMIZE THEIMPACTS TO FISH AND WILDLIFE RESOURCES.ESSENTIAL FISH HABITAT1.CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION BIOLOGICAL SURVEY TODETERMINE WHETHER INFRASTRUCTURE MATERIALS (E.G., RIPRAP, PILES, BOULDERS)ARE COLONIZED WITH BENTHIC COMMUNITIES. IF INFRASTRUCTURE MATERIALS (E.G.,RIPRAP, PILES, BOULDERS) THAT ARE COLONIZED WITH BENTHIC COMMUNITIES WILLBE REMOVED OR DESTROYED AS PART OF PERMITTED ACTIVITIES, CONTRACTOR SHALLPREPARE RELOCATION PLAN FOR HDOT APPROVAL, AND THEN RELOCATE THESEMATERIALS TO AN APPROPRIATE RECEIVING SITE.2.PERFORM WORK OUTSIDE OF THE MAIN CORAL SPAWNING PERIOD IN SUMMER (MAY TOAUGUST) TO MINIMIZE SEDIMENTATION AND TURBIDITY AFFECTS TO CORAL EGGS ANDLARVAE IN THE AREA.BMPS TO MINIMIZE THE INTRODUCTION AND SPREAD OF NEW INVASIVE SPECIES:1.TO AVOID THE UNINTENTIONAL INTRODUCTION OR TRANSPORT OF NEW TERRESTRIALINVASIVE SPECIES, ALL CONSTRUCTION EQUIPMENT AND VEHICLES ARRIVING FROMOUTSIDE HAWAII SHALL BE WASHED AND INSPECTED BEFORE ENTERING THE PROJECTAREA. IN ADDITION, CONSTRUCTION MATERIALS ARRIVING FROM OUTSIDE HAWAIISHALL ALSO BE WASHED AND/OR VISUALLY INSPECTED (AS APPROPRIATE) FOREXCESSIVE DEBRIS, PLANT MATERIALS, AND INVASIVE OR HARMFUL NON-NATIVESPECIES (PLANTS, AMPHIBIANS, REPTILES, AND INSECTS). WHEN POSSIBLE, RAWMATERIALS (GRAVEL, ROCK, AND SOIL) SHALL BE PURCHASED FROM A LOCAL SUPPLIERON HAWAII TO AVOID INTRODUCING NON-NATIVE SPECIES NOT PRESENT ON THEISLAND. INSPECTION AND CLEANING ACTIVITIES SHALL BE CONDUCTED AT ADESIGNATED LOCATION.2.ALL MATERIALS IMPORTED TO THE PROJECT SITE, INCLUDING GRAVEL, SOIL, ROCK,SAND, AND CONSTRUCTION MATERIALS AND FORMS, SHOULD BE FREE OF INVASIVESPECIES. INVASIVE SPECIES FOUND ON STOCKPILED MATERIALS SHOULD BE REMOVEDMECHANICALLY.3.THE AREA BEYOND THE CONSTRUCTION LIMITS WILL NOT BE DISTURBED. TREES,SHRUBS OR VEGETATED AREAS TEMPORARILY DAMAGED BY CONSTRUCTION OPERATIONSWILL BE RE-VEGETATED.4.TEMPORARILY DISTURBED AREAS SHALL BE REVEGETATED WITH NON-INVASIVE PLANTSPECIES APPROPRIATE FOR THE PROJECT AREA.5.STATE OF HAWAI'I CONFIRM AND CERTIFY THE FINAL LOCATION AND ELEVATIONS.CONSTRUCTION NOTES 1C0.22 MENDCTION./2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWNTHIS WORK WAS PREPARED BY OR UNDER MY SUPERVISION AN CONSTRUCTION OF THIS PROJEC WILL BE UNDER MY OBSERVATIO LICENSE EXPIRATION DATE 4/30/2
WATER POLLUTION AND EROSION CONTROL NOTES1. GENERAL:A. THE CONTRACTOR IS REMINDED OF THE REQUIREMENTS OF SECTION 209-WATERPOLLUTION AND EROSION CONTROL AND SECTION 620 -DUST CONTROL IN THE“HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005”AND ITS AMENDMENTS. SECTION 209 DESCRIBES BUT IS NOT LIMITED TO:SUBMITTAL REQUIREMENTS; SCHEDULING OF A WATER POLLUTION AND EROSIONCONTROL CONFERENCE WITH THE COUNTY ENGINEER; CONSTRUCTIONREQUIREMENTS; METHOD OF MEASUREMENT; AND BASIS OF PAYMENT. NO WORKSHALL COMMENCE WITHOUT A BMP PLAN APPROVED BY THE DEPARTMENT OFHEALTH.B. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE “INTERIM BESTMANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION SITE FOR COUNTY OFKAUAI” APRIL 2004 IN DEVELOPING, INSTALLING AND MAINTAINING THE BESTMANAGEMENT PRACTICES (BMP'S) FOR THE PROJECT. THE CONTRACTOR MAYSUBMIT ALTERNATE METHODS TO THE COUNTY FOR ACCEPTANCE.C. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED BMP PLAN, NOI, ETC. ONTHE PROJECT SITE. THE BMP PLAN SHALL BE UPDATED TO REFLECT ANY CHANGESMADE DURING THE COURSE OF CONSTRUCTION FOR THE DURATION OF THE PROJECT.D. THE COUNTY ENGINEER MAY ASSESS LIQUIDATED DAMAGES OF UP TO $27,500 FORNONCOMPLIANCE OF EACH BMP REQUIREMENT AND EACH REQUIREMENT STATED INSECTION 209, FOR EVERY DAY OF NONCOMPLIANCE. THERE IS NO MAXIMUM LIMITON THE AMOUNT ASSESSED PER DAY.E. THE COUNTY ENGINEER MAY DEDUCT THE COST FROM THE PROGRESS PAYMENTFOR ALL CITATIONS RECEIVED BY THE DEPARTMENT FOR NON-COMPLIANCE, OR THECONTRACTOR/OWNER SHALL REIMBURSE THE STATE AND/OR COUNTY FOR THEFULL AMOUNT OF THE OUTSTANDING COST INCURRED BY THE STATE AND/OR COUNTY.2. WASTE DISPOSAL:A. WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED INA SECURELY LIDDED METAL DUMPSTER THAT DOES NOT LEAK. THE DUMPSTERSHALL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS.ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED INTHE DUMPSTER. THE DUMPSTER SHALL BE EMPTIED A MINIMUM OF TWICE PERWEEK OR AS OFTEN AS IS DEEMED NECESSARY. NO CONSTRUCTION WASTEMATERIAL SHALL BE BURIED ONSITE. THE CONTRACTOR'S SUPERVISORYPERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FORWASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THEOFFICE TRAILER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THATTHESE PROCEDURES ARE FOLLOWED.B. HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIAL SHALL BE DISPOSED OFIN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS OR BY THEMANUFACTURER. THE CONTRACTOR'S SITE PERSONNEL SHALL BE INSTRUCTED INTHESE PRACTICES AND SHALL BE RESPONSIBLE FOR SEEING THAT THESEPRACTICES ARE FOLLOWED.C. SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLEUNITS A MINIMUM OF ONCE PER WEEK, OR AS REQUIRED.3. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:A. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE A WEEK ANDWITHIN 24 HOURS FOLLOWING ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER.B. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. IF REPAIR ISNECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS AFTER THE INSPECTION.C. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HASREACHED ONE-THIRD THE HEIGHT OF THE FENCE.D. SILT SCREEN OF FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS,TO VERIFY THAT THE FABRIC FENCE IS SECURELY ATTACHED TO THE FENCE POST ORCONCRETE SLAB AND TO VERIFY THAT THE FENCE POST ARE FIRMLY IN THE GROUND.E. TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BE INSPECTED FORBARE SPOTS, WASH OUTS AND HEALTHY GROWTH.F. THE CONTRACTOR SHALL SUBMIT TO THE COUNTY ENGINEER A MAINTENANCEINSPECTION REPORT PROMPTLY AFTER EACH WEEKLY INSPECTION.G. THE CONTRACTOR SHALL SELECT A MINIMUM OF THREE PERSONNEL WHO SHALL BERESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES ANDFILLING OUT THE INSPECTION AND MAINTENANCE REPORT.H. PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIESSHALL RECEIVE TRAINING FROM THE CONTRACTOR. THEY SHALL BE TRAINED IN ALLTHE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSIONAND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.I. ALL SLOPES AND EXPOSED AREAS SHALL BE GRASSED AS FINAL GRADES HAVEBEEN ESTABLISHED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANYAREA IN WHICH WORK HAS BEEN INTERRUPTED OR DELAYED OR EXPOSED FORMORE THAN 15 DAYS SHALL BE GRASSED IN ORDER TO PREVENT DUST EMISSION,EROSION AND SILT RUNOFF. AREAS WITH IMPORTED SOILS SHALL BE GRASSEDNOT MORE THAN 5 WORKING DAYS AFTER THE FINAL GRADES HAVE BEENESTABLISHED.J. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENTEROSION CONTROLS ARE IN-PLACE AND ESTABLISHED.4. GOOD HOUSE KEEPING BEST MANAGEMENT PRACTICES:A. MATERIALS POLLUTION PREVENTION PLAN.a. APPLICABLE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BEPRESENT ONSITE DURING CONSTRUCTION. OTHER MATERIALS AND SUBSTANCES NOTLISTED BELOW SHALL BE ADDED TO THE INVENTORY OF THE CONSTRUCTIONCONTRACTOR'S SITE-SPECIFIC BMP PLAN.CONCRETEDETERGENTSPAINTS (ENAMEL & LATEX)METAL STUDSTARb. MATERIAL MANAGEMENT SHALL BE USED TO REDUCE THE RISK OF SPILLS OROTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATERRUNOFF. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGHPRODUCT AS IS REQUIRED TO DO THE JOB.c. ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT, ORDERLYMANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE UNDER A ROOF OROTHER ENCLOSURE.d. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THEORIGINAL MANUFACTURE'S LABEL.e. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESSRECOMMENDED BY THE MANUFACTURER.f. A PRODUCT SHALL BE USED UP COMPLETELY BEFORE DISPOSING OF THECONTAINER.g. MANUFACTURER'S RECOMMENDATION FOR PROPER USE AND DISPOSAL SHALLBE FOLLOWED.h. THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TO ENSURE PROPERUSE AND DISPOSAL OF MATERIALS ONSITE.B. HAZARDOUS MATERIAL POLLUTION PREVENTION PLAN:a. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEYARE NOT RESEALABLE.b. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) SHALL BERETAINED AND MADE AVAILABLE TO THE COUNTY ENGINEER UPON REQUEST.c. SURPLUS PRODUCTS SHALL BE DISPOSED OF ACCORDING TO MANUFACTURER'SINSTRUCTIONS OR LOCAL AND STATE RECOMMENDED REGULATIONS.C. ONSITE AND OFFSITE PRODUCTS SPECIFIC PLANS:THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BE FOLLOWED ONSITE:a. PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALL BE MONITOREDFOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCETHE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED INTIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALTSUBSTANCES USED ONSITE SHALL BE APPLIED ACCORDING TO THEMANUFACTURER'S RECOMMENDATION.b. FERTILIZERS: APPLY FERTILIZER ONLY IN THE MINIMUM AMOUNTSRECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, WORK FERTILIZERINTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE INA COVERED SHED.c. PAINTS: SEAL AND STORE ALL CONTAINERS WHEN NOT REQUIRED FOR USE.DO NOT DISCHARGE EXCESS PAINT TO THE ROADWAY DRAINAGE SYSTEM.DISPOSE OF PROPERLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS ORSTATE AND LOCAL REGULATIONS.d. CONCRETE TRUCKS: WASH OUT OR DISCHARGE CONCRETE TRUCK DRUM WASHWATER ONLY AT A DESIGNATED SITE. DO NOT DISCHARGE WATER INROADWAY DRAINAGE SYSTEM OR WATERS OF THE UNITED STATES. CONTACTDRINKING WATER BRANCH, DEPARTMENT OF HEALTH AT (808) 586-4258 TORECEIVE PERMISSION TO DESIGNATE A DISPOSAL SITE. CLEAN DISPOSAL SITE AS REQUIRED OR AS REQUESTED BY THE OWNER'S REPRESENTATIVE.D. SPILL CONTROL PLAN:a. POST A SPILL PREVENTION PLAN TO INCLUDE MEASURES TO PREVENT ANDCLEAN UP EACH SPILL.b. THE CONTRACTOR SHALL BE THE SPILL PREVENTION AND CLEANUPCOORDINATOR. DESIGNATE AT LEAST THREE SITE PERSONNEL WHO SHALLRECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALSSHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OFPREVENTION AND CLEANUP. POST THE NAMES OF RESPONSIBLE SPILLPERSONNEL IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILERONSITE.c. CLEARLY POST MANUFACTURER'S RECOMMENDED METHODS FOR SPILLCLEANUP. MAKE SITE PERSONNEL AWARE OF THE PROCEDURES AND THELOCATION OF INFORMATION AND CLEANUP SUPPLIES.d. KEEP MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP IN THEMATERIAL STORAGE AREA ONSITE.e. CLEAN UP ALL SPILLS IMMEDIATELY AFTER DISCOVERY.f. KEEP THE SPILL AREA WELL VENTILATED. PERSONNEL SHALL WEARAPPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACTWITH HAZARDOUS SUBSTANCES.g. REPORT SPILLS OF TOXIC HAZARDOUS MATERIALS TO THE APPROPRIATESTATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.FERTILIZERSPETROLEUM BASED PRODUCTSCLEANING SOLVENTSWOODMASONRY BLOCKTEMPORARY DUST CONTROL MEASURES FOR GRADING1. THE GRADED OR PROJECT SITE THAT IS CLEARED OF VEGETATION SHALL BE KEPTDAMP WITH WATER CONTINUOUSLY FOR SEVEN (7) DAYS A WEEK. AT THE END OFEACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED WITH WATER ON ACONTINUAL BASIS SO THAT THE SITE WILL REMAIN MOISTENED DURING THE NIGHT.2. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT EXCAVATION,EMBANKMENT, AND IMPORTED MATERIAL SHALL BE DAMPENED WITH WATER ON ACONTINUAL BASIS TO PREVENT DUST PROBLEMS.3. IN APPLYING FOR A GRADING PERMIT, THE CONTRACTOR SHALL SUBMIT PLANS,SCHEDULES AND/OR WRITTEN MEASURES WHICH PROVIDES FOR DUST CONTROL. THEDUST CONTROL MEASURES SHALL CONTAIN POSITIVE STATEMENTS WHICH REQUIREACTIONS OR WORK THAT PREVENT DUST PROBLEMS. NO PERMITS WILL BE ISSUEDUNLESS THE COUNTY IS ASSURED THAT DUST PROBLEMS WILL BE MINIMIZED.TEMPORARY EROSION CONTROL MEASURES FOR GRADING1. TEMPORARY VEGETATIVE COVER SHALL BE PLANTED WITHIN A PERIOD OF 30CALENDAR DAYS AFTER THE SITE HAS BEEN GRADED OR BARED OF VEGETATION ORIF THE SITE WILL BE SUSPENDED FOR MORE THAN 30 CALENDAR DAYS.2. TEMPORARY VEGETATIVE COVER SHALL CONSIST OF 40 LBS. COMMON RYE GRASSSEED PER ACRE, 400 LBS. PER ACRE 10-10-10 OR EQUIVALENT FERTILIZER WORKEDINTO THE SEED BED BEFORE PLANTING. TEMPORARY SPRINKLER SYSTEM IS TO BEINSTALLED CONCURRENTLY WITH ALL PLANTINGS AND MAINTENANCE OF GRASS SHALLCONFORM TO THE “HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2005” AND ITS AMENDMENTS.PERMANENT EROSION CONTROL MEASURES FOR GRADING1. THE CONTRACTOR SHALL GRASS THE ENTIRE PROJECT SITE, EXCEPT PAVED AREASWITH BERMUDA GRASS SPRIGS. THE GRASS SHALL BE PLANTED, FERTILIZED, ANDMAINTAINED IN ACCORDANCE WITH THE “HAWAII STANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS.2. THE CONTRACTOR SHALL GRASS ALL EXPOSED AREAS THAT HAVE BEENCONSTRUCTED TO FINAL GRADES WITHIN A PERIOD OF 30 CALENDAR DAYS.3. IN LIEU OF GRASS SPRIGS (NOTE 1), THE CONTRACTOR MAY USE HYDROMULCH WITHSEEDINGS AND IRRIGATION SPRINKLER SYSTEM.GRADING PHASES1. WHEN GRADING WORK IS DONE IN PHASES, THE ENGINEER MUST ACCEPT THECOMPLETED PHASE PRIOR TO START OF WORK ON THE NEXT PHASE. EVEN AFTERA COMPLETED PHASE HAS BEEN ACCEPTED, THE GRASSING OR OTHER MEANS OFSTABILIZATION MUST BE MAINTAINED UNTIL PROJECT COMPLETION.GRADING NOTESPAVEMENT RESTORATION NOTES1. PAVEMENT RESURFACING WORK SHALL INCLUDE 2-INCH THICKNESS OF EXISTING A.C.TO BE COLD PLANED AND CONSTRUCTION OF A MINIMUM OF 2-INCH OF NEW A.C. (STATEMIX V) LAYER.2. ALL EXISTING PAVEMENT STRIPING DISTURBED BY THIS PROJECT SHALL BERESTORED. THE STRIPING MATERIALS SHALL BE THERMOPLASTIC TAPE ORTHERMOPLASTIC EXTRUSION. PAINTING IS NOT ACCEPTABLE.3. THE LIMITS OF ROAD RESTORATION WORK MAY BE REVISED BY THE ENGINEERINGDIVISION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS DURING PROCESSING OFROAD PERMITS FOR THIS PROJECT.HISTORICAL PRESERVATION NOTES1. SHOULD HISTORIC REMAINS SUCH AS ARTIFACTS, BURIALS, CONCENTRATION OFSHELL OR CHARCOAL BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORKSHALL CEASE IMMEDIATELY IN THE IMMEDIATE VICINITY OF THE FIND AND THEFIND SHALL BE PROTECTED FROM FURTHER DAMAGE. THE CONTRACTOR SHALLCORDON OFF THE AREA AND IMMEDIATELY NOTIFY THE PLANNING DEPARTMENT AT(808) 241-4050 AND THE STATE HISTORIC PRESERVATION DIVISION AT(808) 692-8015, WHICH WILL ASSESS THE SIGNIFICANCE OF THE FIND ANDRECOMMEND THE APPROPRIATE MITIGATION MEASURES, IF NECESSARY. IN ADDITION,IF HUMAN BURIALS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE COUNTY OF KAUAI POLICE DEPARTMENT.ENVIRONMENTAL NOTES1. IN ACCORDANCE WITH CHAPTER 11-60.1, AIR POLLUTION CONTROL, TITLE 11,HAWAII ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ENSURING THAT EFFECTIVE CONTROL MEASURES ARE PROVIDED TOMINIMIZE OR PREVENT ANY VISIBLE DUST EMISSION CAUSED BY THECONSTRUCTION WORK FROM IMPACTING THE SURROUNDING AREAS INCLUDING THEOFF-SITE ROADWAYS USED TO ENTER/EXIT THE PROJECT. THESE MEASURESINCLUDE BUT ARE NOT LIMITED TO THE USE OF WATER WAGONS, SPRINKLERSYSTEM, DUST FENCES, ETC.2. IN ACCORDANCE WITH CHAPTER 11-55, WATER POLLUTION CONTROL AND CHAPTER11-54, WATER QUALITY STANDARDS, TITLE 11, HAWAII ADMINISTRATIVE RULES,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE BESTMANAGEMENT PRACTICES (BMP) TO MINIMIZE OR PREVENT THE DISCHARGEOF SEDIMENTS, DEBRIS AND OTHER WATER POLLUTANTS INTO STATE WATERS ISPROVIDED AT ALL TIMES.3. IN ACCORDANCE WITH CHAPTER 11-58, SOLID WASTE MANAGEMENT CONTROL,TITLE 11, HAWAII ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BERESPONSIBLE FOR ENSURING THAT GRUB MATERIAL, DEMOLITION WASTE ANDCONSTRUCTION WASTE GENERATED BY THE PROJECT ARE DISPOSED OF IN AMANNER OR AT A SITE APPROVED BY THE STATE DEPARTMENT OF HEALTH.DISPOSAL OF ANY OF THESE WASTES BY BURNING IS PROHIBITED.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALLAPPLICABLE PERMITS FROM THE DEPARTMENT OF HEALTH INCLUDING BUT NOTLIMITED TO NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES),NOTICE OF INTENT AND GENERAL PERMIT FOR STORM WATER, HYDROSTATICTEST AND DEWATERING DISCHARGES PRIOR TO COMMENCING CONSTRUCTION.NPDES PERMIT SHALL BE REQUIRED PRIOR TO GRADING OR GRUBBING WORKOVER AN AREA OF ONE ACRE OR MORE. AN NPDES PERMIT IS NOT REQUIRED FORTHIS WORK.5. AFTER EACH RAINFALL EVENT, THE CONTRACTOR SHALL REMOVE ALL SILT ANDDEBRIS RESULTING FROM THE WORK AND DEPOSITED IN DRAINAGE FACILITIES,ROADWAYS AND OTHER AREAS. THE COST INCURRED FOR ANY NECESSARYREMEDIAL ACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THECONTRACTOR.6. BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED AT ALL TIMES TOTHE MAXIMUM EXTENT PRACTICABLE TO PREVENT DAMAGE BY SEDIMENTATION,EROSION OR DUST TO STREAMS, WATER COURSES, NATURAL AREAS AND THEPROPERTY OF OTHERS.7. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS FOR ALLPROJECTS WHICH WILL DISTURB ONE (1) ACRE OR MORE OF LAND. THECONTRACTOR SHALL NOT START CONSTRUCTION UNTIL NOTICE OF GENERAL PERMITCOVERAGE (NGPC) IS RECEIVED FROM THE DEPARTMENT OF HEALTH, STATE OFHAWAII AND HAS SATISFIED ANY OTHER PERMITTING REQUIREMENTS OF THENPDES PERMIT PROGRAM. AN NPDES PERMIT IS NOT REQUIRED FOR THIS WORK.8. IN ACCORDANCE WITH CHAPTER 11-46, COMMUNITY NOISE CONTROL, TITLE 11,HAWAII ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLEFOR PROVIDING EFFECTIVE CONTROL MEASURES TO MINIMIZE OR PREVENTCONSTRUCTION RELATED NOISE FROM IMPACTING THE RESIDENTS IN THEIMMEDIATE AREA. IF REQUIRED, NOISE REDUCTION MEASURES SHALL BEIMPLEMENTED BY THE CONTRACTOR DURING THE CONSTRUCTION WORK.9. THE PROPERTY MAY HARBOR RODENTS WHICH WILL BE DISPERSED TO THESURROUNDING AREAS WHEN THE SITE IS CLEARED. IN ACCORDANCE WITHCHAPTER 11-26, VECTOR CONTROL, TITLE 11, HAWAII ADMINISTRATIVE RULES, THECONTRACTOR SHALL ASCERTAIN THE PRESENCE OR ABSENCE OF RODENTS ONTHE PROPERTY. SHOULD THE PRESENCE OF RODENTS BE DETERMINED, THECONTRACTOR SHALL ERADICATE THE RODENTS PRIOR TO CLEARING THE SITE.10. A COPY OF THE PLANS, CONSTRUCTION SCHEDULE AND/OR WRITTEN MEASURESTHAT ARE REQUIRED TO BE SUBMITTED BY THE CONTRACTOR (DUST CONTROLMEASURES/PLANS) SHOULD ALSO BE SENT TO THE DEPARTMENT OF HEALTH FORMONITORING PURPOSES.CONSTRUCTION NOTES 2C0.33THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
1.THE UNIT PRICE FOR THE PAY ITEM 606 GUARDRAIL ON KIPU BRIDGE INCLUDES ALL NECESSARY EXCAVATIONAND/OR EMBANKMENT REQUIRED FOR A COMPLETE INSTALLATION.2.THE UNIT PRICE FOR THE PAY ITEM 503 CONCRETE STRUCTURES ON KIPU BRIDGE INCLUDES REMOVAL FROM SITEAND DISPOSAL OF ALL CONCRETE REMOVED AS PART OF THE REPAIRS.3.THE UNIT PRICE FOR THE PAY ITEM 503 CONCRETE STRUCTURES ON KIPU BRIDGE INCLUDES ALL THE TYPES OFREPAIRS INCLUDING INSTALLATION OF NEW PARAPET/ROADWAY SHOULDER DRAIN BETWEEN BRIDGE PARAPETS ANDAPPROACH PARAPETS.PAY ITEM NOTES:ABBREVIATIONSHORIZN.T.S.PREFABEXISTREINFREINFORCED OR REINFORCING£BOTBTWN¡CJCLRCONCCONTDBLDIADWGEAE.F.ELEVEQE.W.EXTFINFIXFTFTGGALVHSBI.D.MAXMECHMINMISCNO. OR #O.C.O.D.OPNGOPPPL OR ¢REFSIMSPSSBASELINEBOTTOMBETWEENCENTERLINECONSTRUCTION JOINTCLEARCONCRETECONTINUOUSDOUBLEDIAMETERDRAWINGEACHEACH FACEELEVATIONEQUALEACH WAYEXISTINGEXPANSIONEXTERIORFINISHFIXEDFOOT OR FEETFOOTINGGALVANIZEDHORIZONTALHIGH STRENGTH BOLTINSIDE DIAMETERMECHANICALMINIMUMMISCELLANEOUSNUMBERNOT TO SCALEON CENTEROUTSIDE DIAMETEROPENINGOPPOSITEPLATEPREFABRICATEDREFERENCESIMILARSPACE OR SPACINGSTAINLESS STEELEXPNMAXIMUMDDEPTHFHFULL HEIGHTFLFULL LENGTHFWFULL WIDTHHHEIGHT (VERTICAL DIRECTION)LLENGTH (LONGITUDINAL DIRECTION OF BRIDGE)WWIDTH (TRANSVERSE DIRECTION OF BRIDGE)R/WRIGHT OF WAYSTAGGSTAGGEREDL.S.LUMP SUMKIPU BRIDGE - SUMMARY OF ESTIMATED QUANTITIESITEM NO.CONTRACT ITEMQUANTITYUNIT201CLEARING AND GRUBBING12750S.F.401HOT MIX ASPHALT PAVEMENT50TONS503CONCRETE STRUCTURES1135S.F.604MANHOLES, INLETS AND CATCH BASINS17EA606GUARDRAIL129L.F.629PAVEMENT MARKINGS10L.F.632TYPE III OBJECT MARKER4EA415COLD PLANING4070S.F.631YIELD SIGN1EA412PAVING FABRIC4070S.F.KOLOA BRIDGE - SUMMARY OF ESTIMATED QUANTITIESITEM NO.CONTRACT ITEMQUANTITYUNIT401HOT MIX ASPHALT PAVEMENT290TONS412PAVING FABRIC2528S.F.415COLD PLANING17700S.F.503CONCRETE STRUCTURES305S.F.606GUARDRAIL32L.F.629PAVEMENT MARKINGS470L.F.632LANE SEPARATORS12EA1.THE UNIT PRICE FOR THE PAY ITEM 606 GUARDRAIL ON KOLOA BRIDGE INCLUDES ALL NECESSARY EXCAVATIONAND/OR EMBANKMENT REQUIRED FOR A COMPLETE INSTALLATION AS WELL AS PAINTING.2.THE UNIT PRICE FOR THE PAY ITEM 503 CONCRETE STRUCTURES ON KOLOA BRIDGE INCLUDES PAINTING INCIDENTALTO PARAPET REPAIRS.3.THE UNIT PRICE FOR THE PAY ITEM 503 CONCRETE STRUCTURES ON KOLOA BRIDGE INCLUDES REMOVAL FROM SITEAND DISPOSAL OF ALL CONCRETE REMOVED AS PART OF THE REPAIRS.PAY ITEM NOTES:WATER CONSTRUCTION NOTES1.UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND CONSTRUCTION OF WATERFACILITIES AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE “WATER SYSTEMSTANDARDS, 2002” AS ADOPTED BY THE DEPARTMENT OF WATER, COUNTY OF KAUAI,INCLUDING ALL SUBSEQUENT AMENDMENTS AND ADDITIONS.2.ALL REQUIRED PROJECT SUBMITTALS (MATERIALS, SHOP DRAWINGS, ETC.) SHALL BEAPPROVED BY THE DOW'S PROJECT MANAGEMENT SECTION BEFORE A PRE-CONSTRUCTIONCONFERENCE CAN BE SCHEDULED. ONCE ALL PROJECT SUBMITTALS HAVE BEENAPPROVED BY DOW CONSTRUCTION ENGINEER, THE DOW CONSTRUCTION ENGINEER WILLNOTIFY THE CONTRACTOR THAT A PRECONSTRUCTION CONFERENCE CAN BE ARRANGED.THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE AT LEAST TEN (10)CALENDAR DAYS BEFORE CONSTRUCTION AND SHALL NOTIFY THE DEPARTMENT OF WATERAT LEAST THREE (3) WORKING DAYS PRIOR TO START OF CONSTRUCTION.3.THE CONTRACTOR SHALL SUBMIT THE NAMES AND TELEPHONE NUMBERS OF ITSAUTHORIZED JOB SUPERINTENDENT AND AT LEAST THREE (3) ADDITIONAL PERSONS TOCONTACT IN CASE OF AN EMERGENCY DURING NON-WORKING HOURS.4.THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF WATER AT LEAST 24 HOURS PRIORTO ANY TRENCHING, PIPE LAYING, BACKFILLING, TESTING OR DISINFECTION ACTIVITIESTO ENSURE THAT INSPECTION SERVICES WILL BE AVAILABLE.5.ALL MATERIALS (PIPE, LUBRICANTS, PAINTS, SEALANTS, FORM OIL, CONCRETEADMIXTURES, ETC.) IN DIRECT CONTACT WITH THE POTABLE WATER SHALL HAVENATIONAL SANITATION FOUNDATION (NSF) CERTIFICATIONS. THE CONTRACTOR SHALLSUBMIT THESE CERTIFICATIONS TO THE DEPARTMENT OF WATER FOR REVIEW ANDAPPROVAL PRIOR TO ITS APPLICATION.6.THE LOCATION OF EXISTING WATER MAINS AND APPURTENANCES SHOWN ON THE PLANSARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN THEFIELD. EXCAVATION AROUND ANY EXISTING WATER MAIN SHALL BE DONE BY HAND.7.THE CONTRACTOR SHALL PROVIDE UNOBSTRUCTED ACCESS TO EXISTING HYDRANTS,VALVES AND WATER METERS AT ALL TIMES.8.THE CONTRACTOR SHALL SECURE ALL EXCAVATIONS IN ACCORDANCE WITH OSHAREGULATIONS.9.THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN A PUBLIC OR PRIVATE POTABLEWATER SYSTEM AND A NON-POTABLE WATER SYSTEM, SEWER, OR APPURTENANCETHERETO WHICH COULD PERMIT THE PASSAGE OF ANY SEWAGE OR POLLUTED WATER INTOTHE POTABLE WATER SUPPLY.10.TRENCH EXCAVATION, BACKFILLING IN LIFTS, AND REPAVING SHALL CONFORM TO THE“HAWAI'I STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005” ASAMENDED.11.WARNING TAPE SHALL BE IN ACCORDANCE WITH DIVISION 200, SECTION 212.08 OF THE“WATER SYSTEM STANDARDS.” THE WARNING TAPE SHALL BE FOUR MIL THICK,NON-METALLIC, ACID AND ALKALI RESISTANT POLYETHYLENE AND 6-INCHES WIDE WITHMINIMUM STRENGTH OF 1750 PSI LENGTHWISE AND 1500 PSI CROSSWISE. TAPE COLORSHALL BE “SAFETY PRECAUTION BLUE” AND SHALL BEAR A CONTINUOUS PRINTEDINSCRIPTION “CAUTION WATER LINE BURIED BELOW”. INSCRIPTION SHALL BE 2-INCHESHIGH, BLACK TEXT.12.ALL HYDRANTS SHALL RECEIVE A MINIMUM SSPC SP3 SURFACE PREPARATION ANDCOATED IN ACCORDANCE WITH DIVISION 200, SECTION 206.01 OF THE “WATER SYSTEMSTANDARDS.”13.UNLESS OTHERWISE DIRECTED, PRIOR TO THE CONNECTION OF ANY PIPELINES TO THEEXISTING MAIN, THE PIPELINES INSTALLED SHALL BE CLEANED, PRESSURE TESTED,CHLORINATED, FLUSHED, AND SAMPLED IN ACCORDANCE WITH DIVISION 300, SECTIONS302.27 TO 302.29 OF THE “WATER SYSTEM STANDARDS.”WATER SAMPLES SHALL BE TESTED FOR TOTAL COLIFORMS BY A LABORATORY CERTIFIED BYTHE STATE OF HAWAII TO PERFORM COLIFORM ANALYSIS. PRESENCE OF COLIFORM BACTERIAIS UNACCEPTABLE.IN ADDITION TO THE TEST FOR COLIFORMS, A SEPARATE TEST FOR HETEROTROPHICPLATE COUNT (HPC) SHALL BE CONDUCTED. THE HPC COUNT SHALL BE LESS THAN 300CFU/ML.PRIOR TO CHLORINATION, A WATER CHLORINATION AND SANITATION CONTRACTOR WITH AC-37D LICENSE SHALL SUBMIT A CHLORINATION PLAN WITH WATER SOURCE, INJECTIONPOINTS, SAMPLING POINTS AND PROCEDURE CLEARLY DEFINED FOR APPROVAL BY THE DOWTHIRTY (30) CALENDAR DAYS PRIOR TO STARTING ANTICIPATED CHLORINATION OPERATIONS.THE CHLORINATION PLAN MUST BE APPROVED BY THE DOW'S PROJECT MANAGEMENT SECTIONPRIOR TO STARTING CHLORINATION OPERATIONS. ALL CHLORINATION PLANS WILL BEAPPROVED BASED ON THE CURRENT DOW REQUIREMENTS AT THE TIME OF CHLORINATIONPLAN SUBMITTAL.THE TESTED PIPELINES MUST BE CONNECTED TO THE EXISTING DOW SYSTEM WITHIN 14CALENDAR DAYS OF PULLING THE FIRST DISINFECTION SAMPLE TESTED BY A CERTIFIEDLABORATORY. THE DEPARTMENT OF WATER WILL REQUIRE THE CONTRACTOR TO REDO THECLEANING, PRESSURE TESTING, AND/OR DISINFECTION OF THE PIPELINES AND/OR LATERALSAT THE CONTRACTOR'S EXPENSE IF THE CONNECTION IS NOT COMPLETED WITHIN THESE 14CALENDAR DAYS.FOR DISINFECTION OF WATER LATERALS (SERVICE AND FIRE) THAT ARE TO BE CONNECTEDDIRECTLY TO EXISTING DOW WATER LINES, SERVICE AND FIRE LATERALS SHALL BEDISINFECTED WITH A 1% (MINIMUM) FREE CHLORINE (LIQUID SODIUM HYPOCHLORITE)SOLUTION BY SWABBING AND/OR SOAKING, UNLESS OTHERWISE APPROVED BY THEENGINEER.FOR RESERVOIRS, SECTION 303.10 SUBSECTION B.3.e.2. IS REPLACED WITH “TOTALBACTERIAL COUNT IS LESS THAN 300 CFU/ML.”14.POLYURETHANE FOAM “PIGS” SHALL BE “PUSHED” THROUGH THE LENGTH OF THEINSTALLED PIPELINE USING PRESSURIZED WATER.15.ALL CONNECTIONS SHALL BE SCHEDULED IN COORDINATION WITH THE DEPARTMENT OFWATER.A.AN ADVANCE DEPOSIT IS REQUIRED FOR OPERATING VALVES, FLUSHING LINES ANDNOTIFYING CONSUMERS AFFECTED BY A WATER SHUTDOWN DURING CONNECTIONS. THECONTRACTOR WILL BE CHARGED THE ACTUAL COST.B.THE CONTRACTOR SHALL PLACE THE DEPOSIT PRIOR TO SCHEDULING THE CONNECTIONDATE.C.SHUTDOWN CONNECTIONS SHALL BE SCHEDULED ON TUESDAYS THROUGH THURSDAYS.NO CONNECTIONS SHALL BE SCHEDULED ON MONDAYS, FRIDAYS, WEEKENDS, ANDHOLIDAYS, OR FROM DECEMBER 18 - JANUARY 8 OF EACH YEAR.D.ALL MATERIALS SHALL BE ON HAND AND APPROVED BY THE ENGINEER PRIOR TOSCHEDULING THE CONNECTION DATE.E.PUMPS USED TO DE-WATER THE CONNECTION AREA SHALL BE OPERATED IN THEPRESENCE OF THE ENGINEER PRIOR TO SCHEDULING THE CONNECTION DATE.F.ALL CONNECTIONS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER.G.NO LIVE TAPS SHALL BE SCHEDULED FROM DECEMBER 24 - DECEMBER 31 OF EACHYEAR.16.IN ORDER TO PREVENT DAMAGE TO THE POLYETHYLENE ENCASEMENT FROM EXCESSIVEHANDLING, THE POLYETHYLENE ENCASEMENT SHALL BE INSTALLED AROUND THE BARRELOF THE DUCTILE IRON PIPE AT ITS FINAL LOCATION ALONG THE TRENCHLINE. THEPOLYETHYLENE ENCASED PIPE SHALL BE LIFTED USING A FABRIC TYPE SLING OR ASUITABLY PADDED CABLE OR CHAIN TO PREVENT DAMAGE TO THE POLYETHYLENE.17.THE CONTRACTOR SHALL TAKE ALL NECESSARY COMPACTION TESTS WHILE THEWATERLINE TRENCH IS BEING BACKFILLED AND WHILE THE SUBBASE/ BASECOURSE ISBEING PLACED. IF THE TEST RESULTS INDICATE THAT ADDITIONAL COMPACTION ISREQUIRED, THE CORRECTIVE WORK SHALL BE COMPLETED BEFORE ANY ADDITIONALTRENCH EXCAVATION OR PLACING OF SUBBASE/ BASECOURSE IS ALLOWED.THE CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED GEOTECHNICALENGINEER FOR QUALITY CONTROL. THE COMPACTION TEST RESULTS SHALL BE CERTIFIED BYTHE GEOTECHNICAL ENGINEER AND SUBMITTED TO THE DEPARTMENT OF WATER, STATEHIGHWAYS DIVISION (FOR WORK DONE WITHIN STATE R/W) AND THE DEPARTMENT OFPUBLIC WORKS (FOR WORK DONE WITHIN COUNTY R/W). THE GEOTECHNICAL ENGINEER SHALLCERTIFY THAT THE COMPACTION RESULTS MEET THE REQUIREMENTS OF THE CURRENTSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.18.THE CONTRACTOR SHALL CONNECT ALL EXISTING CONSUMER PIPING TO THE NEW SERVICELATERALS. THE DEPARTMENT OF WATER WILL TRANSFER THE EXISTING WATER METERSONLY.19.ALL FITTINGS SHALL BE MECHANICAL JOINT (MJ) AT EACH END UNLESS OTHERWISENOTED. “MEGALUG” RETAINER GLANDS SHALL BE USED WITH ALL MECHANICAL JOINTFITTINGS AND VALVES USED IN CONNECTING NEW WATER MAINS TO EXISTING WATERMAINS UNLESS OTHERWISE NOTED.20.ALL WATER VALVES THAT WILL BE ABANDONED IN PLACE SHALL BE PLACED IN THE“CLOSED” POSITION. REMOVE TOP SECTION OF VALVE BOX AND CONCRETE SETTLEMENTSLAB. FILL REMAINDER OF VALVE BOX WITH CONCRETE. PLACE BACKFILL AND REPAIRPAVEMENT SECTION TO APPLICABLE STATE OR COUNTY STANDARDS. BACKFILL TO FINISHGRADE IN ROAD SHOULDER AREA.21.THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE DEPARTMENT OF HEALTH PERMITSPRIOR TO THE START OF CONSTRUCTION. PERMITS INCLUDE, BUT ARE NOT LIMITED TO,NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS FOR STORMWATER, HYDROSTATIC TEST, DEWATERING, AND FOR CONSTRUCTION ACTIVITIES,INCLUDING CLEARING, GRADING, AND EXCAVATION, THAT RESULT IN THE DISTURBANCE OFEQUAL TO OR GREATER THAN ONE (1) ACRE OF TOTAL LAND AREA.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF STORM WATERDISCHARGES AND EFFLUENT ASSOCIATED WITH CONSTRUCTION ACTIVITIES INCLUDINGHYDROTESTING AND DISINFECTION OPERATIONS, TO SAFEGUARD PUBLIC HEALTH ANDSAFETY IN ACCORDANCE WITH APPLICABLE DEPARTMENT OF HEALTH REQUIREMENTS. ALLPERMITS AND LICENSES FOR STORM WATER AND CONSTRUCTION WATER DISPOSAL,INCLUDING ALL APPLICATION, CHARGES, FEES, AND TAXES, ARE THE RESPONSIBILITY OFTHE CONTRACTOR.22.THE CONTRACTOR IS RESPONSIBLE FOR DEWATERING TRENCH AS NECESSARY WHEREGROUNDWATER IS ENCOUNTERED. ALL ASSOCIATED COSTS FOR DEWATERING SHALL BEBORNE BY THE CONTRACTOR.23.THE USE OF KNOWN SEWER PUMP TRUCKS IS PROHIBITED FOR DOW PROJECTS FOR ANYUSE, INCLUDING BUT NOT LIMITED TO DEWATERING AND TESTING OF NEW FACILITIES.24.THE CONTRACTOR SHALL VERIFY OUTSIDE DIAMETER OF ALL EXISTINGASBESTOS-CEMENT (AC) WATERLINES TO BE CONNECTED. CONTRACTOR SHALL VERIFY USEOF PROPER GASKETS PRIOR TO CONNECTION. AC PIPE AND GASKET INFORMATION SHALLBE SUBMITTED TO ENGINEER FOR APPROVAL.25.ALL REMOVAL, DISPOSAL AND CONNECTION WORK THAT INVOLVES ASBESTOSPIPE/MATERIAL SHALL BE DONE IN THE PRESENCE OF OR BY A LICENSED ASBESTOSCONTRACTOR.THE LICENSED ASBESTOS CONTRACTOR SHALL SUBMIT THEIR PLAN FOR ALL ASSOCIATEDREMOVAL, DISPOSAL AND CONNECTION WORK FOR THE PROJECT TO DOW FOR REVIEW ANDAPPROVAL PRIOR TO CONDUCTING THE WORK.26.ALL CONNECTIONS TO EXISTING AC PIPE SHALL BE AT THE NEAREST AC PIPE JOINT. ACPIPE SHALL BE REMOVED BY ENTIRE LENGTH(S) TO FACILITATE THE CONNECTION.CUTTING OF AC PIPE IS PROHIBITED.27.THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE OSHA, HIOSH AND FEDERALREGULATIONS IN HANDLING AND DISPOSAL OF ASBESTOS-CEMENT PIPE. DISPOSAL OFTHE PIPE SHALL BE AT AN APPROVED ASBESTOS MATERIAL DISPOSAL SITE.28.ALL WATERWORKS BRASS FITTINGS SHALL BE IN COMPLIANCE WITH THE AMENDEDSECTION 1417 OF SAFE DRINKING WATER ACT (SDWA) WHICH TAKES EFFECT ON JANUARY4, 2014. THE AMENDMENT INCLUDES A CHANGE TO THE DEFINITION OF “LEAD-FREE” BYREDUCING LEAD CONTENT FROM 8% TO A WEIGHTED AVERAGE OF NOT MORE THAN 0.25%IN THE WETTED SURFACE MATERIAL. ALL WATERWORKS BRASS FITTINGS INSTALLED FORPOTABLE WATER SERVICE ON JANUARY 4, 2014 AND BEYOND SHALL CONFORM TO THEAMENDED DEFINITION OF “LEAD-FREE.”AS INDICATED IN SECTION 211 OF WATER SYSTEM STANDARDS - BRASS PRODUCTS, ALLBRASS FITTINGS SHALL CONFORM TO NSF STANDARD 61 AND SECTION 1417 OF THE SAFEDRINKING WATER ACT (SDWA), IN ADDITION, ALL BRASS FITTINGS SHALL CONFORM TO NSFSTANDARD 372.29.CONTRACTOR SHALL INSTALL WATER FACILITIES ONLY AFTER REACHING FINAL SUBGRADEOR HIGHER. THE DEPARTMENT OF WATER WILL NOT ALLOW INSTALLATION OF ANY WATERFACILITIES UNTIL THE FINAL SUBGRADE LAYER AT MINIMUM HAS BEEN ACHIEVED.30.PRIOR TO INSTALLATION OF NEW WATER LINES AND /OR FACILITIES, THE CONTRACTORSHALL HAVE ALL FACILITIES SURVEYED AND STAKED OUT BY A LICENSED SURVEYOR ANDTHE CONTRACTOR SHALL EXPOSE, VERIFY, AND BACKFILL ALL EXISTING UNDERGROUNDUTILITIES AND STRUCTURES IN CLOSE PROXIMITY TO CROSSINGS AND CONNECTIONSPRIOR TO EXCAVATION OF PIPELINE TRENCH. CONTRACTOR SHALL PROVIDE THE LICENSEDSURVEYOR CUT SHEET AND THE PROBING INFORMATION TO THE DOW CONSTRUCTIONENGINEER FOR REVIEW AND APPROVAL BEFORE MOVING FORWARD WITH INSTALLATION VIATHE SUBMITTAL REVIEW PROCESS.31.THE DEPARTMENT SHALL BE PROVIDED TWENTY (20) WORKING DAYS FOR ALL SUBMITTALREVIEWS FROM THE TIME OF SUBMISSION BY THE CONTRACTOR.32.UNLESS OTHERWISE SPECIFIED, ALL DUCTILE IRON PIPES, VALVES, AND FITTINGS, SHALLBE ENCASED IN ONE LAYER OF 8 MIL MINIMUM THICKNESS POLYETHYLENE MATERIAL INACCORDANCE WITH ANSI A-21.5 AND AWWA C105. THE POLYETHYLENE ENCASEMENT FILMSHALL BE MANUFACTURED FROM VIRGIN POLYETHYLENE AND SHALL CONSIST OF THREELAYERS OF CO-EXTRUDED LINEAR LOW-DENSITY POLYETHYLENE (LLDPE), FUSED INTO ASINGLE THICKNESS OF NOT LESS THAN 8 MILS. THE INSIDE SURFACE OF THEPOLYETHYLENE WRAP TO BE IN CONTACT WITH THE PIPE EXTERIOR SHALL BE INFUSEDWITH A BLEND OF AN ANTIMICROBIAL TO MITIGATE MICROBIOLOGICALLY INFLUENCEDCORROSION AND A VOLATILE CORROSION INHIBITOR TO CONTROL GALVANIC CORROSION.POLYETHYLENE MATERIAL SHALL HAVE PERMANENT MARKINGS PER AWWA C105.COPPER SERVICE LATERALS SHALL BE ENCASED WITH POLYETHYLENE WRAP FROM THECONNECTION TO THE WATER MAIN TO THE ANGLE BALL VALVE LOCATED IN THE WATER METERBOX.SUMMARY OF ESTIMATEDQUANTITIES, & ABBREVIATIONSC0.44MEDCTON.COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWNDATE07/30/24REVISIONCHANGED ITEM NO. 401 UNITS FROM S.F. TOTONS. CHANGED ITEM NO. 415 QUANTITY TO17700 S.F. FOR KOLOA BRIDGETHIS WORK WAS PREPARED BY OR UNDER MY SUPERVISION ANCONSTRUCTION OF THIS PROJECWILL BE UNDER MY OBSERVATIOLICENSE EXPIRATION /DATE4/30/2026ADD 4
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X XXXXX0+003+004+000+001+002+003+004+00X6" MINIMUMOVERLAP9" DIAMETER BIOSOCKCOMPOST FILTER SOCKPLANLIMIT OF WORKWORK AREA RUNOFFFLOWFLOWSECTIONBIOSOCK COMPOST FILTER SOCKPERIMETER CONTROL DETAILNOT TO SCALE1. REMOVE ACCUMULATED SEDIMENT WHEN THEDEPTH REACHES 13 OF THE BARRIER HEIGHT.2. BIOSOCK MATERIAL AND COMPOST SHALL BEREMOVED AT THE COMPLETION OFCONSTRUCTION AND SHALL BE DISPOSED OFPROPERLY.3. NO STAKING IS REQUIRED FOR SLOPES < 4:1.4. COMPOST SHALL NOT CONTAIN BIOSOLIDS ANDSHOULD BE CONSISTENT WITH UNITED STATESENVIRONMENTAL PROTECTION AGENCYGUIDELINES.BIOSOCK COMPOST FILTER SOCK NOTES:6"
12"
MINIMUM SEE PLANORIGINAL GRADEGEOTEXTILE FABRICON EXISTING GROUND3" TO 6" COARSE AGGREGATESECTION A-ATEMPORARY CONSTRUCTIONSTABILIZATIONNOT TO SCALEMATCHEXISTING GRADEEXISTING EDGE OFPAVED ROADWAYSEE PLAN SEE PLAN3" TO 6" COARSEAGGREGATEAAPLANFLOW3"
2'-0"1'-2"
6"6"8'-0" MAXBBEND STAKESEE DETAIL BSILT FENCE DETAILSECTION B-BNOT TO SCALEEND STAKE DETAIL B(PLAN VIEW)PLANFABRICSTAKEFLOWFLOWFLOWSTAPLE DETAILFABRIC1"12"116" DIA1. STAKES SHALL BE SPACED 8' MAX AND SHALL BE POSITIONED ONDOWNSTREAM SIDE OF FENCE, OR AS SPECIFIED BY THE ENGINEER.2. STAKE DIMENSIONS ARE NOMINAL. MATERIAL AS SPECIFIED BY ENGINEER.3. STAKES TO OVERLAP AND FENCE FABRIC TO FOLD AROUND EACH STAKE ONEFULL TURN. SECURE FABRIC TO STAKE WITH 4 STAPLES OR WIRE.4. STAKES SHALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIALFLOW-THROUGH OF SEDIMENT AT JOINT. THE TOPS OF THE STAKES SHALL BESECURED WITH WIRE.5. FOR END STAKE, FENCE FABRIC SHALL BE FOLDED AROUND TWO STAKES ONEFULL TURN AND SECURED WITH 4 STAPLES OR WIRE.6. MINIMUM 4 STAPLES OR WIRE PER STAKE. DIMENSIONS SHOWN ARE TYPICAL.7. JOINING SECTIONS SHALL NOT BE PLACED AT SLUMP LOCATIONS.8. SEE SHEET C0.3 FOR NOTES ON EROSION AND SEDIMENT CONTROLINSPECTION AND MAINTENANCE PRACTICES.SILT FENCE NOTES:2" x 2" WOOD STAKEOR 1 14" x 1 14" OAKOR MAPLE STAKETAMPED BACKFILLJOINING SECTIONDETAIL(PLAN VIEW)STAKE BSTAKE AFABRIC AFABRIC B1. CONTRACTOR SHALL EXTEND BIOSOCK OR SILT-FENCE TO COVER FULLLENGTH OF STORAGE/STAGING AREAS AT NO ADDITIONAL COST TO THECOUNTY. BIOSOCKS SHOWN ON PLANS ARE MINIMUM.2. NO VEHICLES, EQUIPMENT OR MATERIAL SHALL BE STORED OR PARKED ONTHE BRIDGE.3. NO WORK IS TO BE PERFORMED IN THE STREAM. CONTRACTOR SHALLPROVIDE MEANS TO CAPTURE ANY POLLUTANTS OR MATERIALS FROMFALLING INTO THE STREAM OR CONTAIN FROM GOING DOWNSTREAM.4. CONTRACTOR SHALL SUBMIT PLAN FOR CAPTURING POLLUTANTS FORREVIEW AND APPROVAL PRIOR TO BEGINNING WORK ABOVE STREAM.GENERAL NOTESC0.55THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKBIOSOCK OR SILT-FENCE AROUNDPERIMETER OF LAYDOWN YARDTEMPORARY CONSTRUCTION STABILIZATION(AT ENTRY/EXIT, FINAL LOCATION TO BEDETERMINED BY CONTRACTOR AND COUNTY)NAS SHOWNKIPU BRIDGE - SITE & LAYDOWN LOCATION, BIOSOCK,TEMPORARY CONSTRUCTION STABILIZATION, AND SILTFENCE DETAIL0 30' 60'SCALE: 1" = 30'FEETBEGIN BRIDGESTA. 0+84.43R/W1. THE COUNTY AND LAND OWNER HAVE AGREED TO ALLOW THE CONTRACTOR TOUSE THIS AREA AS A LAYDOWN YARD FOR THE PROJECT.2. ADDITIONAL COORDINATION WILL HAVE TO OCCUR BETWEEN THE CONTRACTORAND THE LAND OWNER TO FINALIZE. THE CONTRACTOR WILL HAVE TOADDITIONALLY INSURE THE LAND OWNER AND MAKE OTHER ARRANGEMENTS ANDPOSSIBLE STIPULATIONS WITH HIM/HER TO USE THIS LAND AREA. THE COUNTYHAS ONLY INITIATED COMMUNICATION AND RECEIVED APPROVAL TO USE THEPROPERTY, THE CONTRACTOR WILL NEED TO FINALIZE THE AGREEMENT.LAYDOWN AREAAREA = 0.30 ACRESUPSTREAM EAST FENCEMAY BE REMOVED FORACCESS TO THE ABUTMENTEND BRIDGESTA. 2+33.1WORK AREAAREA = 0.28 ACRESFLOWNOTES
XXXXXXX0+001+002+003+004+005+006+00THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIK0 65' 130'SCALE: 1" = 65'FEETAS SHOWNKOLOA BRIDGE - SITE LOCATION, BIOSOCK, TEMPORARYCONSTRUCTION STABILIZATION, & SILT FENCE DETAILTHIS AREA IS A HISTORICAL LANDMARK.CONTRACTOR SHALL TAKE MAJORPRECAUTIONS NOT TO USE OR DISTURBTHIS AREA. CONTRACTOR SHALL FINDTHEIR OWN LAYDOWN AREA AT THEIR OWNRISK. THE CONTRACTOR MAY USE THEAREA UNDER THE BRIDGE AS A LAYDOWNAREA AT THEIR OWN RISK.NWORK AREA0.535 ACRES KOLOA ROADNEW PAVEMENT AREASEE SHEET T0. FORDETAILS6CONTRACTOR SHALL TAKE MAJORPRECAUTIONS NOT TO DISTURB THE RIVERROCKS, ROCK COLUMNS, OR THE OLDCONCRETE ITEMS IN THE STREAM.C0.62
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X XXXXXXXXXXXXXXsignreflectorreflectorpp#24fenceedge pavementedge pavementedge pavementedge pavementreflectorreflectorfenceconcrete wallconcrete wallconcrete wallconcrete wallconcrete wallconcrete wallconcrete wallfenceXXX0+001+002+003+00FLOWAPPROX STREAMEMBANKMENTAPPROX STREAMEMBANKMENTCURRENT WEARING SURFACE TO BE MILLED ANDRESURFACED WITH PAVING FABRIC AND NEWA.C. OVERLAY (STATE MIX V) UP TO ENDS OF THEAPPROACH PARAPETS (SEE "SECTION A-A" ONSHEET S2.1 FOR DETAILS)APPROX STREAMEMBANKMENTAPPROX STREAMEMBANKMENTSTA. 2+79.81 KIPU RDEND OF NEW A.C. PAVEMENT(SEE "SECTION A-A" ON SHEET S2.1)NEW APPROACH GUARDRAILS(SEE SHEETS S2.2 & S2.3)NEW APPROACH GUARDRAIL(SEE SHEETS S2.2 & S2.3)NEW APPROACH GUARDRAIL(SEE SHEETS S2.2 & S2.3)NEW APPROACH GUARDRAIL(SEE SHEETS S2.2 & S2.3) KIPU ROADREPLACE EXIST. SIGNW/ OM-3R6" X 18"STA. 2+35.83REPLACE EXIST SIGNW/ OM-3L6" X 18"STA. 2+37.63INSTALL NEW SIGNW/ OM-3L6" X 18"STA. 0+84.92INSTALL NEW SIGNW/ OM-3R6" X 18"STA. 0+84.92YIELDR1-230"X30"X30"STA. 2+56.3YIELD LINESTA. 2+57.3STA. 0+62.4 KIPU RDSTART OF NEW A.C. PAVEMENT(SEE "SECTION A-A" ON SHEET S2.1)REMOVE EXIST. REFLECTORREMOVE EXIST. REFLECTORLEGEND:LIMITS OF RESURFACING10'R1-2a24"X18"STA. 2+56.3TOONCOMINGTRAFFICTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKKIPU BRIDGE - PAVEMENT MARKING, SIGN,RESURFACING & GUARDRAIL PLANT0.17AS SHOWNN0 10' 20'SCALE: 1" = 10'FEET
KOLOA RD. EBKOLOA RD. WBMILL AND RESURFACEMATCH EXISTING WIDTHMATCH EXISTING SLOPEMATCH EXISTING SLOPE KOLOA ROADEXIST.LANDSCAPEAND SIDEWALKMATCHEXISTINGWIDTHHOT MIX ASPHALT PAVEMENT,2" MIN THICKNATURAL GROUND0+001+002+003+004+005+006+00COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024KOLOA BRIDGE - PAVEMENT MARKING, SIGN,& RESURFACING PLAN0 20' 40'SCALE: 1" = 20'FEETEXIST. R/W LINEEXIST. R/W LINE4" DBL. YELLOW PAVEMENT MARKINGSWITH TYPE D RAISED PAVEMENT MARKERSNEXIST. R/W LINEEXIST. R/W LINEWHITE LEFT TURN ARROW8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENTMARKERS12" WHITESTOP BAR8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENT MARKERS10' WIDE CROSSWALK WITH 2' MARKINGSAND SPACED TO BE CENTERED ON LANELINES AND LANE CENTERS PER KAUAICOUNTY STANDARD DETAIL T-20K12" WHITE STOP BAR12" WHITE STOP BARWHITE LEFTTURN ARROWS4" DBL. YELLOW PAVEMENT MARKINGSWITH TYPE D RAISED PAVEMENT MARKERS8" WHITE CHANNELIZING LINEWITH TYPE C REFLECTIVEPAVEMENT MARKERSWHITE LEFT TURN ARROW4" DBL. YELLOW PAVEMENT MARKINGS WITHTYPE D RAISED PAVEMENT MARKERS8" WHITE CHANNELIZING LINEWITH TYPE C REFLECTIVEPAVEMENT MARKERS4" WHITE PAVEMENT MARKINGS4" DBL. YELLOW PAVEMENT MARKINGS WITHTYPE D RAISED PAVEMENT MARKERS4" WHITE 2' LONG, 4' GAPPAVEMENT MARKINGS6'11'11'15'11'WHITE LEFT TURN ARROWWHITE LEFT TURN ARROW4" WHITE DIAGONAL MARKINGSWITH 4'-6" SPACING10'10'10'10'300' R150' RTWELVE LANE SEPARATORS ("TRAFFIC LOGIXCYCLE LANE" OR APPROVED EQUAL). INSTALL 6"BACK FROM EDGE LINE OF DIAGONAL MARKINGSWITH 6' ON CENTER SPACING STARTING AFTERDRIVEWAY OPENING (SEE SHEET S4.2 FORDETAILS).LEGEND:CURB DELINEATORMILLING & RESURFACINGTYPICAL SECTIONMILLING & RESURFACINGSTA. 0+97.71 KOLOA RDSTART OF NEW A.C. PAVEMENT KOLOA ROADAS SHOWNEDGE OF NEW PAVEMENTREMOVE AND REINSTALL WHEEL STOPSDURING PARKING SPACE MILLING ANDRESURFACINGSTA. 4+68.17 KOLOA RDEND OF NEW A.C. PAVEMENTPROVIDE SMOOTHTRANSITION TO MATCHEXISTING PAVEMENTSLOPE AND ELEVATIONSTA. 5+09.00 KOLOA RDEND OF RE-STRIPING10' WIDE CROSSWALK WITH 2' MARKINGSAND SPACED TO BE CENTERED ON LANELINES AND LANE CENTERS PER KAUAICOUNTY STANDARD DETAIL T-20KSTA. 0+40.23 KOLOA RDSTART OFRE-STRIPINGMILLING & RESURFACING NOTESPAVEMENT RESURFACING WORK SHALL INCLUDE2-INCH THICKNESS OF EXISTING A.C. TO BEMILLED AND CONSTRUCTION OF A MINIMUM OF2-INCH OF NEW A.C. (STATE MIX IV) LAYER. THEMILLED AREA SHALL BE PREPARED BY REMOVINGALL DIRT AND DEBRIS, OILS, AND ANY POTENTIALBONDING INHIBITORS AND APPLYING A TACK COATBEFORE THE NEW A.C. LAYER. A LAYER OF TENSARRAPID REPAIR PG100 OR APPROVED EQUAL SHALLBE PLACED OVER THE EXISTING BRIDGEEXTENDING 5 FEET BEYOND THE LIMITS OF THEBRIDGE IN EACH DIRECTION PRIOR TOCONSTRUCTION OF THE ASPHALT OVERLAY.8PROVIDE SMOOTHTRANSITION TO MATCHEXISTING PAVEMENTSLOPE AND ELEVATIONT0.2
KOLOA RD. EBKOLOA RD. WBMILL AND RESURFACEMATCH EXISTING WIDTHMATCH EXISTING SLOPEMATCH EXISTING SLOPE KOLOA ROADEXIST.LANDSCAPEAND SIDEWALKMATCHEXISTINGWIDTHHOT MIX ASPHALT PAVEMENT, 2" MINWITH 3" LOWER LIFT (STATE MIX IV)NATURAL GROUND0+001+002+003+004+005+006+00HOT MIX ASPHALTPAVEMENT, 2" MIN THICKCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKMEDTN.2024KOLOA BRIDGE - PAVEMENT MARKING, SIGN,& RESURFACING PLAN020'40'SCALE: 1" = 20'FEETEXIST. R/W LINEEXIST. R/W LINE4" DBL. YELLOW PAVEMENT MARKINGSWITH TYPE D RAISED PAVEMENT MARKERSNEXIST. R/W LINEEXIST. R/W LINEWHITE LEFT TURN ARROW8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENT MARKERS12" WHITESTOP BAR8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENT MARKERS10' WIDE CROSSWALK WITH 2' MARKINGS AND SPACEDTO BE CENTERED ON LANE LINES AND LANE CENTERSPER KAUAI COUNTY STANDARD DETAIL T-20K12" WHITESTOP BAR12" WHITESTOP BARWHITE LEFTTURN ARROWS4" DBL. YELLOW PAVEMENT MARKINGSWITH TYPE D RAISED PAVEMENT MARKERS8" WHITE CHANNELIZING LINE WITH TYPEC REFLECTIVE PAVEMENT MARKERSWHITE LEFT TURN ARROW4" DBL. YELLOW PAVEMENT MARKINGS WITHTYPE D RAISED PAVEMENT MARKERS8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENT MARKERS4" WHITE PAVEMENT MARKINGS4" DBL. YELLOW PAVEMENT MARKINGS WITHTYPE D RAISED PAVEMENT MARKERS4" WHITE 2' LONG, 4' GAPPAVEMENT MARKINGS6'11'11'15'11'WHITE LEFT TURN ARROWWHITE LEFT TURN ARROW4" WHITE DIAGONAL MARKINGSWITH 4'-6" SPACING10'10'10'10'300' R150' RTWELVE LANE SEPARATORS ("TRAFFIC LOGIX CYCLE LANE" ORAPPROVED EQUAL). INSTALL 6" BACK FROM EDGE LINE OFDIAGONAL MARKINGS WITH 6' ON CENTER SPACING STARTINGAFTER DRIVEWAY OPENING (SEE SHEET S4.2 FOR DETAILS).LEGEND:CURB DELINEATOR2" MILLING & RESURFACINGSTA. 0+97.71 KOLOA RDSTART OF NEW A.C. PAVEMENT KOLOA ROADAS SHOWNEDGE OF NEW PAVEMENTREMOVE AND REINSTALL WHEELSTOPS DURING PARKING SPACEMILLING AND RESURFACINGSTA. 4+68.17 KOLOA RDEND OF NEW A.C. PAVEMENTPROVIDE SMOOTH TRANSITION TO MATCHEXISTING PAVEMENT SLOPE AND ELEVATIONSTA. 5+09.00 KOLOA RDEND OF RE-STRIPING10' WIDE CROSSWALK WITH 2' MARKINGSAND SPACED TO BE CENTERED ON LANELINES AND LANE CENTERS PER KAUAICOUNTY STANDARD DETAIL T-20KSTA. 0+40.23 KOLOA RDSTART OFRE-STRIPINGMILLING & RESURFACING NOTESPAVEMENT RESURFACING WORK SHALL INCLUDE2-INCH THICKNESS OF EXISTING A.C. TO BE MILLEDAND CONSTRUCTION OF A MINIMUM OF 2-INCH OFNEW A.C. (STATE MIX IV) LAYER. IN AREAS WHERE5-INCH OF EXISTING A.C. IS TO BE MILLED,CONSTRUCTION SHALL CONSIST OF A 3-INCH LOWERLIFT AND A MINIMUM OF 2-INCH OF NEW A.C.(STATE MIX IV). THE MILLED AREA SHALL BEPREPARED BY REMOVING ALL DIRT AND DEBRIS,OILS, AND ANY POTENTIAL BONDING INHIBITORSAND APPLYING A TACK COAT BEFORE THE NEW A.C.LAYER. A LAYER OF TENSAR RAPID REPAIR PG100 ORAPPROVED EQUAL SHALL BE PLACED OVER THEEXISTING BRIDGE EXTENDING 5 FEET BEYOND THELIMITS OF THE BRIDGE IN EACH DIRECTION PRIORTO CONSTRUCTION OF THE ASPHALT OVERLAY.8PROVIDE SMOOTHTRANSITION TO MATCHEXISTING PAVEMENTSLOPE AND ELEVATIONT0.25" MILLING & RESURFACING5" MILLING & RESURFACINGHALF SECTION2" MILLING & RESURFACINGHALF SECTIONDATE07/30/24REVISIONADDED 5" MILLING & RESURFACING LOCATION,DETAILS, AND NOTESTHIS WORK WAS PREPARED BY OR UNDER MY SUPERVISION AN CONSTRUCTION OF THIS PROJEC WILL BE UNDER MY OBSERVATIO LICENSE EXPIRATION / DATE4/30/2026ADD 4
MM / D D / RRO A DMESSAGE 1MESSAGE 2DETAIL "A"YMESSAGE 1MESSAGE 2TWO (2) WEEK PRIOR TO ACTIVE WORK:PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) DISPLAYSC L O SU RRO A DC L O SE DDURING TEMPORARY ROAD CLOSING:M M / D D / RYT OTRAFFIC CONTROL GENERAL NOTES:1. THE BRIDGE WILL BE COMPLETELY CLOSED TO VEHICLE TRAFFIC DURING THE REPAIRAND CONSTRUCTION OF THE EXISTING BRIDGE. ONLY PEDESTRIAN TRAFFIC WILL BEALLOWED TO CROSS THE BRIDGE. THE BRIDGE SHALL BE CLOSED FOR 4 HOURPERIODS DURING THE DAY OR FOR FULL SHIFTS AT NIGHT.2. WORK AT NIGHT IS TO BE PERFORMED DURING OFF-PEAK HOURS WITH TRAFFICCONTROL SET UP NO EARLIER THAN 9 PM AND ALL WORK COMPLETED AND TRAFFICCONTROL REMOVED BY 6 AM.3. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING RESIDENTS IN ADVANCE OFTHE ROAD CLOSURE TIMES. THE COUNTY WILL ALSO BE PUBLISHING PRESS RELEASESTO INFORM THE GENERAL PUBLIC.4. ANY FLOODLIGHTING NECESSARY DUE TO WORK OCCURRING DURING NIGHT HOURS WILLBE INCIDENTAL TO THE WORK.5. GRADING AND MAINTAINING TEMPORARY ROADWAY MATERIAL THAT IS BEING USED AS ATEMPORARY DRIVEWAY SHALL BE INCIDENTAL TO THE WORK.6. ALL ROAD CLOSED SIGNS WILL BE MOUNTED ON TYPE III BARRICADES. PLACE TWO REDTYPE "B" LIGHTS ON EACH TYPE III BARRICADE USED AT POINTS OF ROAD CLOSURE.7. THE CONTRACTOR TO FURNISH AND MAINTAIN A PORTABLE CHANGEABLE (VARIABLE)MESSAGE SIGN (PCMS) TWO (2) WEEKS PRIOR TO THE COMMENCEMENT OF THECONSTRUCTION AT THE BEGINNING AND END OF THE PROJECT LIMITS AT A LOCATIONAPPROVED BY THE ENGINEER. PCMS SHALL BE PLACED AT LEAST 1000 FEET INADVANCE OF THE WORK ZONE. LANGUAGE FOR THE MESSAGE SHALL BE AS SPECIFIEDIN DETAIL "A". ANY CHANGES TO THE MESSAGES SHALL REQUIRE THE ENGINEER'SAPPROVAL PRIOR TO IMPLEMENTATION. THE CONTRACTOR SHALL ALSO MAINTAIN APCMS AT THE KIPU-HULEMALU INTERSECTION AS SEEN ON SHEET T0.5.8. MAINTAIN PEDESTRIAN TRAFFIC THROUGHOUT ALL PHASES OF CONSTRUCTION.9. MAINTAIN ACCESS TO ALL RESIDENCES AND ALL EXISTING DRIVEWAYS.E SM M / D D / RYM M / D D / RYT OP E RIO DCIMESSAGE 30 0 : 0 0 MAT O0 0 : 0 0 MPCONSTRUCTION NOTES FOR TRAFFIC CONTROL PLAN:1. THE PERMITTEE SHALL MAKE MINOR ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS,BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.2. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLETO APPROACHING TRAFFIC.3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICEFARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THENBE PLACED PROGRESSIVELY TOWARD THE WORK AREA.4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE INCONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALLSIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK.5. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVEREDWHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.6. THE BACKS OF ALL SIGNS SHALL BE PROMPTLY REMOVED OR COVERED TO PRECLUDETHE DISPLAY OF INAPPLICABLE SIGNS MESSAGES (I.E., WHEN SIGNS HAVE MESSAGEDON BOTH FACES), WHENEVER THE MESSAGES ARE NOT APPLICABLE OR NOT IN USE.7. AT THE END OF EACH DAYS WORK OR AS SOON AS THE WORK IS COMPLETED, THEPERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVISED NO LONGER NEEDED TOPERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE INREVERSE OF ORDER OF INSTALLATION.8. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WIDE.9. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS UPON COMPLETION OFEACH PHASE OF WORK.10. ALL WORKERS WITHIN THE COUNTY R/W WHO ARE EXPOSED TO EITHER VEHICLESUSING THE ROADWAY OR TO CONSTRUCTION EQUIPMENT SHALL WEAR HIGH VISIBILITYSAFETY APPAREL THAT MEETS THE PERFORMANCE CLASS 2 OR 3 REQUIREMENTS OFANSI/ISEA 107-2004. "WORKERS" ARE DEFINED AS PEOPLE ON FOOT WHOSE DUTIESPLACE THEM WITHIN THE ROAD RIGHT OF WAY, SUCH AS, BUT NOT LIMITED TOCONSTRUCTION AND MAINTENANCE FORCES, EQUIPMENT OPERATORS, SURVEY CREW,UTILITY CREW, RESPONDERS TO INCIDENTS (EG. EMT AND FIREMEN), AND LAWENFORCEMENT PERSONNEL DIRECTING TRAFFIC, INVESTIGATING ACCIDENTS, HANDLINGLANE CLOSURES AND ROADWAY CONSTRUCTION.11. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTORIZED WHEN USED AT NIGHT.CONES SHALL BE EQUIPPED WITH REFLECTORIZED COLLAR WHEN USED AT NIGHT.FLASHING LIGHTS SHALL BE USED WITH BARRICADED AND STEADY BURNER LIGHTSWHEN USED IN A SERIES FOR CHANNELIZATION. FLAGGER STATIONS SHALL BEADEQUATELY ILLUMINATED AT NIGHT.12. WHERE PEDESTRIAN WALKWAY EXIST, THEY SHALL BE MAINTAINED IN A SAFE ANDPASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED.KIPU BRIDGE - TRAFFIC CONTROLGENERAL NOTEST0.39THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
XXXXXXXXXXXXX XXX500'ROAD
WORK
AHEAD500'500'500'ROADWORKAHEADLEGEND:WORK AREAWORK ZONE SIGNFLOWW21-136" X 36"W21-136" X 36"W21-136" X 36"W20-136" X 36"G20-236" X 18"ROAD WORKENDROAD WORKEND G20-236" X 18"KIPU BRIDGE - TRAFFIC CONTROL PLAN- ROAD WORKT0.410THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWNN0 60' 120'SCALE: 1" = 60'FEET
XXXXXXXXXXXXX XXXROAD
CLOSED
ROAD
CLOSED
500 FT 500'ROAD
WORK
1000 FT
ROAD
CLOSED
1000 FT500'ROADCLOSED500'ROADCLOSED 500 FT500'ROADWORK1000 FTROADCLOSED1000 FTLEGEND:WORK AREAWORK ZONE SIGNTYPE III BARRICADEPORTABLE CHANGEABLE MESSAGE SIGN (PCMS)FLOWW20-336" X 36"W20-336" X 36"W20-136" X 36"R11-248" X 30"R11-248" X 30"W20-336" X 36"W20-136" X 36"W20-336" X 36"DETAIL #1PROJECT LOCATIONPCMSADD PCMS AT THE KIPU-HULEMALU INTERSECCTIONTO WARN USERS HEADING SOUTHBOUND ON KIPUROAD ABOUT THE ROAD CLOSURE3500'PCMS SEE DETAIL #1KIPU BRIDGE - TRAFFIC CONTROL PLAN -ROAD CLOSURE WORKT0.511THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWNN0 60' 120'SCALE: 1" = 60'FEET
1.POSTED SPEED THROUGHOUT CONSTRUCTION IS 25 MPH.2. MAINTAIN PEDESTRIAN TRAFFIC THROUGHOUT ALL PHASES OF CONSTRUCTION. AMINIMUM OF A FIVE (5) FOOT LEVEL SURFACE IS TO BE PROVIDED AT ALL TIMES.3. THE CONTRACTOR SHALL ENSURE THAT PERMANENT SIGNS DO NOT CONFLICT WITHMAINTENANCE OF TRAFFIC SIGNS. THE CONTRACTOR SHALL COVER BOTH PERMANENTAND TEMPORARY SIGNS THAT CONFLICT WITH TRAFFIC CONTROL DURING CONSTRUCTIONOPERATIONS.4. TEMPORARY TRAVEL LANES SHALL NOT BE LESS THAN TEN (10) FEET WIDE.5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES, BUSINESSES, ANDSIDE STREETS THROUGH THE CONSTRUCTION AREA.6. CHANNELIZING DEVICES USED SHOULD CONFORM TO THE STANDARDS DETAILED INCHAPTER 6F.63 OF THE MUTCD, 2009 EDITION.7. LONGITUDINAL CHANNELIZING DEVICES SHOULD CONFORM TO THE STANDARDSDETAILED IN CHAPTER 6F.71 OF THE MUTCD, 2009 EDITION. BARRICADES SHALL BEINTERLOCKED TO ELIMINATE ANY GAPS IN THE PEDESTRIAN CHANNELIZING PATH. IFUSED AT NIGHT, DEVICES SHOULD BE SUPPLEMENTED WITH RETROREFLECTIVEMATERIAL FOR IMPROVED VISIBILITY.8. REMOVE ANY CONFLICTING STRIPING PRIOR TO INSTALLING NEW TEMPORARY STRIPINGAND SHIFTING TRAFFIC INTO THE NEW CONFIGURATION AS SHOWN IN THE PLAN ANDTYPICAL SECTION. THIS INCLUDES ANY EXISTING STRIPING THAT CONFLICTS PRIOR TOPHASE I.9. AFTER PHASE III, REMOVE ANY REMAINING TEMPORARY STRIPING AND INSTALL THEFINAL STRIPING LAYOUT SHOWN ON THE STRIPING PLAN.10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "HAWAII STANDARDSPECIFICATIONS FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTION,' 2005, STATEOF HAWAII DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION, EXCEPT ASMODIFIED HEREIN OR IN THE SPECIAL PROVISIONS.TEMPORARY TRAFFIC CONTROL NOTES21'-0"2'-0"10'-0"10'-0"2'-0"5'-0"45'-0"52'-0"21'-0"2'-0"10'-0"10'-0"2'-0"5'-0"43'-0"10'-0"2'-0"17'-0"2'-0"10'-0"5'-0"43'-0"52'-0"R/WR/W52'-0"PHASE IPHASE IIPHASE IIIR/WR/WR/WR/W2'-0"7'-0"WORK ZONETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEWORK ZONEWORK ZONETEMP.PEDESTRIANPATHSIDEWALKSIDEWALKCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONLONGITUDINAL CHANNELIZING DEVICE PERCHAPTER 6F.71 OF THE MUTCD, 2009 EDITION1. THE PERMITTEE SHALL MAKE ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS,BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.2. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLETO APPROACHING TRAFFIC.3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICEFARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THENBE PLACED PROGRESSIVELY TOWARD THE WORK AREA.4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE INCONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALLSIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK5. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVEREDWHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.6. THE BACKS OF ALL SIGNS SHALL BE PROMPTLY REMOVED OR COVERED TO PRECLUDETHE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGESON BOTH FACES), WHENEVER THE MESSAGES ARE NOT APPLICABLE OR NOT IN USE.7. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THEPERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TOPERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THEREVERSE ORDER OF INSTALLATION.8. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS UPON COMPLETION OFEACH PHASE OF WORK.9. ALL WORKERS WITHIN THE COUNTY R/W WHO ARE EXPOSED TO EITHER VEHICLESUSING THE ROADWAY OR TO CONSTRUCTION EQUIPMENT SHALL WEAR HIGH VISIBILITYSAFETY APPAREL THAT MEETS THE PERFORMANCE CLASS 2 OR 3 REQUIREMENTS OFANSI/ISEA 107-2004. "WORKERS" ARE DEFINED AS PEOPLE ON FOOT WHOSE DUTIESPLACE THEM WITHIN THE ROAD RIGHT OF WAY, SUCH AS, BUT NOT LIMITED TOCONSTRUCTION AND MAINTENANCE FORCES, EQUIPMENT OPERATORS, SURVEY CREW,UTILITY CREW, RESPONDERS TO INCIDENTS (EG. EMT AND FIREMEN), AND LAWENFORCEMENT PERSONNEL DIRECTING TRAFFIC, INVESTIGATING ACCIDENTS, HANDLINGLANE CLOSURES AND ROADWAY CONSTRUCTION.10. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTORIZED WHEN USED AT NIGHT.CONES SHALL BE EQUIPPED WITH REFLECTORIZED COLLAR WHEN USED AT NIGHT.FLASHING LIGHTS SHALL BE USED WITH BARRICADED AND STEADY BURN LIGHTSWHEN USED IN A SERIES FOR CHANNELIZATION. FLAGGER STATIONS SHALL BEADEQUATELY ILLUMINATED AT NIGHT.11. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN A SAFE ANDPASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED.PASSAGES BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED.CONSTRUCTION NOTES FOR TRAFFIC CONTROL PLANCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024KOLOA BRIDGE - TRAFFIC CONTROLGENERAL NOTESNOT TO SCALE12T0.6
KOLOA RD. EBKOLOA RD. WBKOLOA RD. EBKOLOA RD. WBCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024KOLOA BRIDGE - TRAFFIC CONTROLPLAN LOCATION MAPLEGEND:WORK ZONE SIGNWORK ZONENNOTE: SIGNS SHOWN ON THIS SHEET ARE TO REMAININ PLACE FOR ALL TRAFFIC CONTROL PHASESROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"500'500'ROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"ROADWORK500'W20-136" X 36"ROADWORKAHEADW20-136" X 36"ROADWORKAHEADW20-136" X 36"ROADWORK500'W20-136" X 36"500'500'NOT TO SCALEAS SHOWN13T0.7
KOLOA RD. EBKOLOA RD. WBKOLOA BRIDGE - TRAFFICCONTROL PLAN PHASE I0 20' 40'SCALE: 1" = 20'FEET4" TEMP. DBL. YELLOWPAVEMENT MARKINGSEXIST. R/W LINEEXIST.R/W LINEEXIST. R/W LINEEXIST. R/W LINE**500'500'ROADWORKAHEADROADWORK500'*ROAD WORKENDROAD WORKENDG20-236" X 18"MOUNTED ON TYPE3 BARRICADEW20-136" X 36"MAINTAIN PEDESTRIAN TRAFFICON EXIST. 5' SIDEWALKLEGEND:CHANNELIZING DEVICETYPE III BARRICADEWORK ZONE SIGNWORK ZONESEE SIGN DETAIL #1SEE SIGNDETAIL #1SIGN DETAIL #1NTOWARDS OPPOSITEDIRECTION OFTRAFFICG20-236" X 18"W20-136" X 36"MAINTAIN EXIST. STOP BARREMOVE EXIST.LEFT TURN ARROWREMOVE EXIST. CONFLICTINGPAVEMENT MARKINGSREMOVE EXIST. CONFLICTINGPAVEMENT MARKINGSMAINTAIN EXIST. CROSSWALKAS SHOWNMAINT. EXISTLANE MARKINGSNOTE:THE CONTRACTOR HAS THE OPTION TODELINEATE THE TRAVEL LANES SOLELYWITH CHANNELIZING DEVICESCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/202414T0.8
KOLOA RD. EBKOLOA RD. WBKOLOA BRIDGE - TRAFFICCONTROL PLAN PHASE II0 20' 40'SCALE: 1" = 20'FEETEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINE*ROAD WORKENDROAD WORKENDG20-236" X 18"4" TEMP. DBL. YELLOWPAVEMENT MARKINGS*MAINTAIN PEDESTRIAN TRAFFICON EXIST. 5' SIDEWALKLEGEND:CHANNELIZING DEVICETYPE III BARRICADEWORK ZONE SIGNWORK ZONE*500'500'ROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"SIGN DETAIL #1SEE SIGNDETAIL #1SEE SIGN DETAIL #1NTOWARDS OPPOSITEDIRECTION OFTRAFFICG20-236" X 18"MOUNTED ON TYPE3 BARRICADEAS SHOWN4" TEMP. WHITEPAVEMENT MARKINGSREMOVE EXIST.CONFLICTINGPAVEMENTMARKINGSNOTE:THE CONTRACTOR HAS THE OPTION TODELINEATE THE TRAVEL LANES SOLELYWITH CHANNELIZING DEVICESCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/202415T0.9
KOLOA RD. EBKOLOA RD. WBKOLOA BRIDGE - TRAFFICCONTROL PLAN PHASE III0 20' 40'SCALE: 1" = 20'FEET4" TEMP. DBL. YELLOWPAVEMENT MARKINGSEXIST.R/W LINEEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINE**ROAD WORKENDROAD WORKENDG20-236" X 18"MOUNTED ON TYPE3 BARRICADEG20-236" X 18"4" TEMP. DBL. YELLOWPAVEMENT MARKINGS5' TEMP. PEDESTRIAN PATHWAYSIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALK CLOSEDAHEADCROSS HERER9-1124" X 18"R9-924" X 12"R9-11A24" X 18"LEGEND:CHANNELIZING DEVICETYPE III BARRICADEWORK ZONE SIGNWORK ZONELONGITUDINAL CHANNELIZING DEVICEPER 6F.71 OF THE MUTCD, 2009 EDITION.SEE SIGNDETAIL #1SEE SIGN DETAIL #1*500'500'ROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"TOWARDS OPPOSITEDIRECTION OFTRAFFICSIGN DETAIL #1NMAINTAIN EXIST. CROSSWALKMAINTAIN EXIST. CROSSWALKAS SHOWNNOTE:THE CONTRACTOR HAS THE OPTION TODELINEATE THE TRAVEL LANES SOLELYWITH CHANNELIZING DEVICESCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/202416T0.10
1+002+003+00℄ GIRDER 1℄ GIRDER 2℄ GIRDER 3℄ GIRDER 4℄ BRIDGE148'-8"37'-314"37'-314"37'-034"37'-034"148'-8"37'-034"37'-034"37'-314"37'-314"22'22'19'-10"25'-9716"32'-318"1'-8"1'-8"FLOWS1.11PLAN VIEWSCALE: 1/8" = 1'-0"S1.12ELEVATION VIEWSCALE: 1/8" = 1'-0"16'-6"19'-10" TOWATERLINE1'-8"1'-8"APPROX STREAMEMBANKMENTAPPROX STREAMEMBANKMENTAPPROX GROUNDLINENEW DRAIN HOLE TO BE INSTALLEDIN ALL EXISTING DRAIN HOLES(SEE "DETAIL 1" ON SHEET S2.1)S2.1
A
S2.1
A NEW PARAPET DRAIN(SEE "DETAIL 2" ON SHEET S2.1)TYPICAL AT ALL 4 CORNERSNX
X
X
X XXXXXXXXXXXXXXXXXsignreflectorreflectorpp#23fencefenceedge pavementedge pavementedge pavementedge pavementreflectorreflectorconcrete wallconcrete wallconcrete wallconcrete wallfenceAPPROX STREAMEMBANKMENTAPPROX STREAMEMBANKMENTSTA. 0+84.43WEST ABUTMENTSTA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2STA. 1+96.03℄ PIER 3STA. 2+33.10EAST ABUTMENTSTA. 0+84.43WEST ABUTMENTSTA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2STA. 1+96.03℄ PIER 3STA. 2+33.10EAST ABUTMENT KIPU ROADNO WORK SHALL BE DONEON ALL 4 APPROACH PARAPETSKIPU BRIDGE - PLAN & ELEVATION VIEWS1.117THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
6"2'-3"East AbutmentEast Abutment 37'-314"6"2'-3"37'-314"3"6"2'-3"7"2'-10"37'-314"6'-5"3"6"2'-3"7"2'-10"37'-314"6'-5"3'S1.21NORTH (UPSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.22NORTH (UPSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.23SOUTH (DOWNSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.24SOUTH (DOWNSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"3"3'3"R1R2R3R1R4R5R6R7R8R9R7R10R11R13STA. 0+84.43WEST ABUTMENTSTA. 1+21.7℄ PIER 1STA. 0+84.43WEST ABUTMENTSTA. 1+21.7℄ PIER 1STA. 0+84.43WEST ABUTMENTSTA. 1+21.7℄ PIER 1STA. 0+84.43WEST ABUTMENTSTA. 1+21.7℄ PIER 1R12NORTH PARAPET - EXTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R40+84.43IIISPALL AT MID-HEIGHT W/EXPOSED REBAR9192R50+86.43IIISPALL AT MID-HEIGHT W/EXPOSED REBAR21262R60+88.43IIISPALL W/EXPOSED REBAR15202.5SOUTH PARAPET - INTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R70+84.43VISPALL ON CAP20200.5R80+84.43VISPALL AT EDGE NEAR DECK3113R91+10.43IIISPALL NEAR TOP W/EXPOSED REBAR12161SOUTH PARAPET - EXTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R100+85.43VISPALL NEAR TOP722R111+04.43VISPALL ON CAP1441R121+04.43IIIDELAM AT BOTTOM3610R131+08.43IIISPALL NEAR TOP W/EXPOSED REBAR9141LOCATION OF DEFECTSSPAN 1DENOTES LOCATIONWESTABUTMENTPIER 2PIER 1PIER 3EASTABUTMENTLEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSNORTH PARAPET - INTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R10+84.43VISPALL/DELAM ON CAP20150.5R20+98.43IIISPALL NEAR DECK W/EXPOSED REBAR12120.5R31+04.43VISPALL NEAR DECK15131NKIPU BRIDGE - SPAN 1PARAPET REPAIR PLAN18S1.2THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
6"2'-3"37'-314"6"2'-3"37'-314"3"6"2'-3"7"2'-10"37'-314"6'-5"3"6"2'-3"7"2'-10"37'-314"6'-5"3'S1.31NORTH (UPSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.32NORTH (UPSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.33SOUTH (DOWNSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.34SOUTH (DOWNSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"3"3'3"R14R15STA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2STA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2STA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2STA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2R16NORTH PARAPET - INTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R141+29.43VISPALL NEAR DECK22FULLSOUTH PARAPET - INTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R151+33.43VISPALL AT MID-HEIGHT541LOCATION OF DEFECTSSPAN 2DENOTES LOCATIONWESTABUTMENTPIER 2PIER 1PIER 3EASTABUTMENTLEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSNSOUTH PARAPET - EXTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)R161+21.70IIIDELAM AT BOTTOM4815KIPU BRIDGE - SPAN 2PARAPET REPAIR PLAN19S1.3THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
6"3"2'-3"37'-034"3'3"6"2'-3"7"2'-10"6'-5"37'-034"37'-034"3"6"2'-3"3'3"6"2'-3"7"2'-10"6'-5"37'-034"S1.41NORTH (UPSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.42NORTH (UPTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.43SOUTH (DOWNSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.44SOUTH (DOWNSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"R18R19STA. 1+96.03℄ PIER 3STA. 1+58.97℄ PIER 2STA. 1+96.03℄ PIER 3STA. 1+58.97℄ PIER 2STA. 1+96.03℄ PIER 3STA. 1+58.97℄ PIER 2STA. 1+96.03℄ PIER 3STA. 1+58.97℄ PIER 2R17R20LOCATION OF DEFECTSSPAN 3DENOTES LOCATIONWESTABUTMENTPIER 2PIER 1PIER 3EASTABUTMENTNORTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R171+68.43IIIDELAM AT MID-HEIGHT1636LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSNSOUTH PARAPET - INTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R181+59.43IVCRACK FROM DECK TO TOP OF CAP36R191+61.43VISPALL ON CAP2090.5SOUTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)R201+68.43IIISPALL/DELAM AT MID-HEIGHT W/EXPOSED REBAR18182KIPU BRIDGE - SPAN 3PARAPET REPAIR PLAN20S1.4THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
6"3"2'-3"37'-034"3'3"6"2'-3"7"2'-10"6'-5"37'-034"37'-034"3"6"2'-3"3'3"6"2'-3"7"2'-10"6'-5"37'-034"S1.51NORTH (UPSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.52NORTH (UPSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.53SOUTH (DOWNSTREAM) INTERIOR ELEVATIONSCALE: 3/8" = 1'-0"S1.54SOUTH (DOWNSTREAM) EXTERIOR ELEVATIONSCALE: 3/8" = 1'-0"R26R28R29STA. 2+33.10EAST ABUTMENTSTA. 1+96.03℄ PIER 3STA. 2+33.10EAST ABUTMENTSTA. 1+96.03℄ PIER 3STA. 2+33.10EAST ABUTMENTSTA. 1+96.03℄ PIER 3STA. 2+33.10EAST ABUTMENTSTA. 1+96.03℄ PIER 3R21R22R27R23R24R25NORTH PARAPET - INTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R212+24.43VISPALL/DELAM ON CAP24100.5R222+33.10VISPALL AT EDGE NEAR DECK8242NORTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R232+24.43IIISPALL AT BOTTOM W/EXPOSED REBAR1641.5R242+29.43IIISPALL AT BOTTOM W/EXPOSED REBAR4082.5R252+33.10IIISPALL AT EDGE NEAR DECK W/EXPOSED REBAR4241SOUTH PARAPET - INTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R262+13.43VISPALL NEAR DECK9632R272+14.43VISPALL NEAR DECK842R282+33.10VISPALL ON CAP1861SOUTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTEND (FT)REPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R292+33.10IIISPALL AT EDGE NEAR DECK W/EXPOSED REBAR3272LOCATION OF DEFECTSSPAN 4DENOTES LOCATIONWESTABUTMENTPIER 2PIER 1PIER 3EASTABUTMENTLEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSNKIPU BRIDGE - SPAN 4PARAPET REPAIR PLAN21S1.5THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
GIRDER 1GIRDER 2GIRDER 3GIRDER 4CL BRIDGE37'-314"37'-314"37'-034"37'-034"SPAN 1SPAN 2SPAN 3SPAN 45'4'-4"5'2'-4"2'-4"24'2'-6"2'-6"2'-6"2'-6"2'-6"148'-8"1'-2"1'-4"1'-4"1'-2"FLOWS1.61REFLECTED SOFFIT & GIRDER PLANSCALE: 1/8" = 1'-0"G1G2S1S1G3G5S2S2G6S2G7S5S5S3S4S6S6G8G9S9S9S7S8S10G10S11S11G13S12S12G15NSTA. 0+84.43WEST ABUTMENTSTA. 1+21.70℄ PIER 1STA. 1+58.97℄ PIER 2STA. 1+96.03℄ PIER 3STA. 2+33.10EAST ABUTMENTS1G4G11G12G14SPAN 2 - UNDER DECKITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)G7GIRDER 1ISPALL/DELAM ON UNDERSIDE EXTENDING UP BOTH FACESW/EXPOSED REBARFL30FW5G8GIRDER 4ISPALL/DELAM ON UNDERSIDE EXTENDING UP BOTH FACESW/EXPOSED REBARFLFHFW4S3GIRDER 1 - 2V DELAM ON SOFFIT ABOVE PIER 21212S4GIRDER 3 - 4V DELAM ON SOFFIT ABOVE PIER 22424S5BAY 1V SPALL AT DRAIN HOLE2424S6BAY3V SPALL AT DRAIN HOLE2424SPAN 1 - UNDER DECKITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)G1GIRDER 1III DELAM ON THE INTERIOR FACE2424G2GIRDER 1ISPALL/DELAM ON UNDERSIDE EXTENDING UP INTERIOR FACE W/EXPOSED REBARFL12FW3G3GIRDER 2ISPALL/DELAM ON UNDERSIDE EXTENDING UP BOTH FACES W/EXPOSED REBAR843FW3G4GIRDER 3II DELAM ON BOTTOM FACE608G5GIRDER 4III DELAM ON THE INTERIOR FACE2424G6GIRDER 4ISPALL/DELAM ON UNDERSIDE EXTENDING UP BOTH FACES W/EXPOSED REBARFL16FW3S1BAY 1V SPALL AT DRAIN HOLE2424S2BAY3V SPALL AT DRAIN HOLE2424SPAN 3 - UNDER DECKITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)G9GIRDER 1ISPALL/DELAM ON UNDERSIDE EXTENDING UP BOTH FACESW/EXPOSED REBARFL12FW3G10GIRDER 3ISPALL/DELAM ON UNDERSIDE2482G11GIRDER 4ISPALL/DELAM ON UNDERSIDE EXTENDING UP BOTH FACESW/EXPOSED REBARFL12FW3.5S7BAY 1VSPALL ON SOFFIT W/EXPOSED REBAR18241.5S8BAY 3VSPALL ON SOFFIT W/EXPOSED REBAR48482S9BAY 1V SPALL AT DRAIN HOLE2424S10BAY 3V SPALL AT DRAIN HOLE2424SPAN 4 - UNDER DECKITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)G12GIRDER 1ISPALL/DELAM ON UNDERSIDE EXTENDING UP INTERIOR FACEFL12FW3G13GIRDER 2IDELAM ON UNDERSIDE EXTENDING UP BOTH FACES168FWG14GIRDER 3IDELAM ON UNDERSIDE EXTENDING UP BOTH FACES48FWG15GIRDER 4ISPALL/DELAM ON UNDERSIDE EXTENDING UP INTERIOR FACEFL12FW3.5S11BAY 1V SPALL AT DRAIN HOLES2424S12BAY3V SPALL AT DRAIN HOLES2424LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSDENOTES SPALLS W/ WATER DAMAGEKIPU BRIDGE - REFLECTED SOFFIT& GIRDER REPAIR PLANS1.622THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
A1A2A3EAST ABUTMENTITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)A1SOUTH FACEIVVERTICAL CRACK 1/8"FHA2FOOTINGVISPALL NEAR MIDDLE12246A3FOOTINGVISPALL/HOLES NEAR MIDDLE12482WEST FACES1.71EAST ABUTMENTSCALE: 1/4" = 1'-0"6'-412"1'-4"24'-2"2'-5"2'-5"25'-1012"6"6"3"EAST FACE26'-6"1'-4"12'24'-2"2'-5"2'-5"6"6"S1.72WEST ABUTMENTSCALE: 1/4" = 1'-0"NOTE:NO DEFECTS ON WEST ABUTMENT.LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKS3"KIPU BRIDGE - ABUTMENT REPAIR PLANS1.723THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
EAST FACENORTH FACEWEST FACESOUTH FACE2'-6"20'1'23'6"6"5'-6"23'5'-6"22'2'-6"22'2'-6"6"6"S1.81PIER 1SCALE: 1/4" = 1'-0"3"3"3"3"FLOWFLOWP1P2P3P4P5P6P7P1P9P9P11P13P14P15P16P6P8P8P10P12P10P16PIER 1ITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)P1West FaceIIISPALL W/EXPOSED REINFORCEMENT1073P2West FaceIIISPALL W/EXPOSED REINFORCEMENT36183P3West FaceIIISPALL W/EXPOSED REINFORCEMENT36122P4West FaceIIISPALL W/EXPOSED REINFORCEMENT72263P5West FaceIIISPALL W/EXPOSED REINFORCEMENT84182P6West FaceIIISPALL W/EXPOSED REINFORCEMENT96123P7West FaceIIIDELAMINATION3232P8North FaceIIIDELAMINATION1810P9East FaceIIISPALL MID-HEIGHT24142P10East FaceIIISPALL W/EXPOSED REINFORCEMENT30122.5P11East FaceIIISPALL W/EXPOSED REINFORCEMENT96242P12East FaceIIIDELAMINATION12024P13East FaceIIIDELAMINATION9624P14East FaceIIIDELAMINATION12018P15East FaceIIIDELAMINATION13224P16East FaceIIIDELAMINATION7212NOTE:1. NO WORK SHALL BE CONDUCTED INTHE WATER.2. PREVENT CONSTRUCTION MATERIALAND POLLUTANTS FROM ENTERINGINTO WATER. IF MATERIAL FALLSINTO WATER, REMOVE AT ONCE.LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSDENOTES NORMAL WATERLINE ELEVKIPU BRIDGE - PIER 1 REPAIR PLANS1.824THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
NORTH ELEVATIONWEST FACEEAST FACESOUTH ELEVATION2'-6"16'-6"1'23'6"6"5'23'5'22'2'-6"2'-6"6"6"22'S1.91PIER 2SCALE: 1/4" = 1'-0"3"3"3"3"FLOWFLOWP19P17P18P22P17P24P25P26P26P20P21P23P22PIER 2ITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)P17West FaceIIISPALL W/EXPOSED REINFORCEMENT24103P18West FaceIIISPALL W/EXPOSED REINFORCEMENT132242.5P19West FaceIIISPALL W/EXPOSED REINFORCEMENT8161P20West FaceIIIDELAMINATION7218P21West FaceIIIDELAMINATION9618P22West FaceIIISPALL W/EXPOSED REINFORCEMENT132244P23North FaceIIIMULTIPLE SHALLOW SPALLS12661P24East FaceIIISPALL W/EXPOSED REINFORCEMENT8242.5P25East FaceIIISPALL W/EXPOSED REINFORCEMENT5182P26East FaceIIISPALL W/EXPOSED REINFORCEMENT72124NOTE:1. NO WORK SHALL BE CONDUCTED INTHE WATER.2. PREVENT CONSTRUCTION MATERIALAND POLLUTANTS FROM ENTERINGINTO WATER. IF MATERIAL FALLSINTO WATER, REMOVE AT ONCE.LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSDENOTES NORMAL WATERLINE ELEVKIPU BRIDGE - PIER 2 REPAIR PLANS1.925THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
WEST FACENORTH ELEVATIONEAST FACESOUTH ELEVATION2'-6"10'-6"1'23'6"6"4'-6"23'4'-6"22'2'-6"2'-6"6"6"22'S1.101PIER 3SCALE: 1/4" = 1'-0"3"3"3"3"P27P28P29P30P31P32P33P34P27P34P35P36P37P38P39P40P41P33P41PIER 3ITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)P27West FaceIIISPALL W/EXPOSED REINFORCEMENT96102P28West FaceIIISPALL W/EXPOSED REINFORCEMENT120323P29West FaceIIIDELAMINATION2119P30West FaceIIISPALL W/EXPOSED REINFORCEMENT39441.5P31West FaceIIIDELAMINATION2220P32West FaceIIISPALL W/EXPOSED REINFORCEMENT84203P33West FaceIIIDELAMINATION13224P34East FaceIIISPALL W/EXPOSED REINFORCEMENT96104P35East FaceIIISPALL W/EXPOSED REINFORCEMENT96193P36East FaceIIISPALL W/EXPOSED REINFORCEMENT102212.5P37East FaceIIISPALL W/EXPOSED REINFORCEMENT96202P38East FaceIIIDELAMINATION9621P39East FaceIIIDELAMINATION4837P40East FaceIIISPALL W/EXPOSED REINFORCEMENT60123P41East FaceIIIDELAMINATION42221.5LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSDENOTES NORMAL WATERLINE ELEVKIPU BRIDGE - PIER 3 REPAIR PLANS1.1026THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
MILLING & RESURFACINGTYPICAL CROSS SECTION A-AAS2.1SCALE: 1/2" = 1'-0"CCDDEXISTING DRAINHOLE APPROX. 4"∅6"Wx6"DCURB6" SLAB1-#5 CONT. DOWEL ATCURB, DRILL AND EPOXY6" MIN. EMBED#5 AT 8", MID-DEPTH,EACH WAY. 2" CLR. MIN.EXISTINGBRIDGEPARAPETEXISTINGAPPROACHPARAPETABUTMENTEXISTINGAPPROACHPARAPETABUTMENT6"Wx6"D CURB(N) 6" CONCRETESLAB CAST ONBEARING WALL BELOW(N) 6"Wx6"DCONCRETE CURB(N) 6" THICKCONCRETE SLABEXISTINGAPPROACH PARAPETBRIDGE PARAPET6"ø NEW DRILLEDCORE HOLE ATEXISTING DRAINLOCATIONSBBSCALE: 1" = 1'-0" 2% SLOPE 2% SLOPE7" EXISTING DECK2" MINNEW DECK DRAINSEE "SECTION B-B"NEW A.C. OVERLAY UP TO ENDSOF THE APPROACH PARAPETSCROWNED MIN 2%CLEAN SURFACE, REMOVE ALL DIRTAND DEBRIS, OILS, AND ANYPOTENTIAL BONDING INHIBITOR2" MIN BELOWBOT OF GIRDER17'-0"CURRENT A.C. WEARING SURFACE TO BE MILLED2" MIN BELOWBOTTOM OF GIRDER7" EXISTING DECK2" MIN A.C. OVERLAYDRILL 6" HOLE IN DECK, SETFRP DRAIN PLACE LEVEL TO TOPOF DECK, CAST ANNULARSPACE WITH EPOXY, SIKADUR 32HI-MOD, OR APPROVED EQUAL 2% SLOPE4" NOMINAL (4.25" O.D.MIN.) FRPDOWNSPOUT, EXTEND2" BELOW THEBOTTOM OFTHE EXISTING GIRDERANCHOR STUDS PER PIPEMANUFACTURER. CLEAN PIPEAND REMOVE ANY BONDINHIBITING COATINGS PERMANUFACTURERS INSTRUCTIONSPRIOR TO SETTING IN EPOXYBEVEL A.C.OVERLAY ATDRAIN HOLESCROSS SECTION AT DECK DRAIN SECTION B-BBS2.1SCALE: NOT TO SCALENEW DECK DRAIN PLAN1S2.1SCALE: 12" = 1'-0"NEW PARAPET DRAIN PLAN2S2.12'-8"±2'-0" ±SCALE: 12" = 1'-0"SECTION C-CCS2.1SCALE: 12" = 1'-0"SECTION D-DDS2.1#5 DOWEL AT 8"DRILL AND EPOXY6" MIN. EMBED(N) SLAB CAST ONBEARING WALL BELOWNOTE:REMOVE ANY EMBEDDED FENCE POSTSOR OTHER ITEMS THAT INTERFERE WITHPLACEMENT OF (N) SLAB PRIOR TOCONSTRUCTION6"6"2'-0"±1-#5 CONT. DOWEL ATCURB, DRILL AND EPOXY6" MIN. EMBED INTOBRIDGE PARAPET#5 DOWEL AT 8" DRILL ANDEPOXY 6" MIN. EMBED INTOBRIDGE PARAPET#5 HOOKBAR AT 8" SLOPE2" MIN A.C. OVERLAYMILLING & RESURFACING NOTES:PAVEMENT RESURFACING WORK SHALL INCLUDE 2-INCHMINIMUM THICKNESS OF EXISTING WEARING SURFACE TO BEMILLED AND CONSTRUCTION OF A MINIMUM OF 2-INCH OFNEW A.C. (STATE MIX V) LAYER. THE MILLED AREA SHALL BEPREPARED BY REMOVING ALL DIRT AND DEBRIS, OILS, ANDANY POTENTIAL BONDING INHIBITOR, APPLYING A TACKCOAT, AND INSTALLING TENSAR RAPID REPAIR PG 100 BEFORETHE NEW A.C. LAYER.S2.127THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWNKIPU BRIDGE - MILLING & RESURFACING,NEW DECK DRAIN, & NEW PARAPET DRAINDETAILS
2'-6"2'-6"2'-034"signreflectorreflectoredge pavementedge pavementconcrete wallconcrete wallconcrete wall8'-534"15'-334"2'-034"2'-6"35°4'50"R=14'-0"concrete wall8'-534"15'-334"2'-034"R=14'-0"
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8"29°11'0"2'-6"8'-534"15'-334"2'
-034"R=14'-0"35°4'50"35°4'50"edge pavementedge pavement1'-334"KIPU BRIDGE - GUARDRAILLOCATION & DETAILSS2.228THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKNOT TO SCALENINSTALL NEW GUARDRAIL(SEE SHEET S2.3 FOR DETAILS)FENCE TO BE REMOVED FORGUARDRAIL CONSTRUCTION ANDRE-PLACED BEHIND APPROACH PARAPETINSTALL NEW GUARDRAIL(SEE SHEET S2.3 FOR DETAILS)INSTALL NEW GUARDRAIL(SEE SHEET S2.3 FOR DETAILS)INSTALL NEW GUARDRAIL(SEE SHEET S2.3 FOR DETAILS)
8-58"∅x2" BUTTON HEADSPLICE BOLTS WITH 58"DOUBLE RECESSED NUTSAASECTION A-A2"4"4"3"MIN812"4"1'-01 4" ± 1 4"13 4"13 4"31 2"31 2"2'-6"3"±33 8"338"TYPICAL ELEVATION OFSTRAIGHT GUARDRAIL2"812"1'-01 2"6"4"61 8"
33 8"30°1212" LAP614"1'-43 8"GENERAL NOTES1. ALL BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCEWITH AASHTO M 232. POSTS SHALL BE GALVANIZED IN ACCORDANCE WITHAASHTO M 111. METAL GUARDRAIL SHALL BE GALVANIZED IN ACCORDANCEWITH ASTM A 653. NO PUNCHING, DRILLING OR CUTTING WILL BEPERMITTED AFTER GALVANIZING.2. GUARDRAIL OFFSET BLOCK SHALL BE APPROVED BY THE STATE.3. AFTER THE GUARDRAIL POSTS ARE INSTALLED IN THE PAVED AREA, THECONTRACTOR SHALL FILL/SEAL AROUND EACH GUARDRAIL POST AND ALLCRACKS IN THE PAVED AREA CAUSED DURING THE GUARDRAIL POSTINSTALLATION. IF REQUIRED BY THE INSPECTOR/ENGINEER, THECONTRACTOR SHALL TAMPER THE PAVED AREA AROUND THE GUARDRAILPOST PRIOR TO FILLING/SEALING. ALL COSTS ASSOCIATED WITH THISWORK SHALL NOT BE PAID SEPARATELY, BUT SHALL BE CONSIDEREDINCIDENTAL TO THE VARIOUS GUARDRAIL ITEMS.4. REFLECTORS SHALL BE MOUNTED ON GUARDRAIL ON EACH END OF EACHTRANSITION, BUT SHALL NOT BE INSTALLED ON TERMINAL SECTIONS.FURNISHING AND INSTALLING OF REFLECTORS SHALL BE CONSIDEREDINCIDENTAL TO THE GUARDRAIL SYSTEM.5. COST OF ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED FORINSTALLATION OF GUARDRAIL TRANSITION SHALL BE INCLUDED IN THE BIDPRICE FOR W-BEAM GUARDRAIL.TERMINAL DETAILS1"∅ HOLES(TYP)DRILL ADDITIONAL 1"∅ HOLESWHEN NEEDED TO AVOID STEELREINFORCEMENT IN BRIDGE RAILINGEND BEAM CONNECTORELEVATION VIEWCURVED ENDELEVATION VIEWEND BEAM CONNECTORPLAN VIEWCURVED ENDPLAN VIEWRAIL ℄℄ 2932" x 5"SLOTSRAIL ℄RAIL ℄2 SPACES @ 6'-3"8'-534"1"
6"1'-8"3'-9"
2'-2"
6'-0"58" BUTTON HEADPOST BOLT WITH NUT& WASHER, TYP.W6x9 POST, TYP.8"RAIL ℄1'-8"AA1'-8"ELEVATION OFCURVED GUARDRAIL2'-6"3 SPACES @ 3'-112"1'-634"15'-334" CURVE1'-634"2'-034"12'-6" W-BEAM GUARDRAIL (12GA.) (NESTED)25'-0"1'-634"3 SPACES @ 1'-634"5 SPACES @ 3'-112"2 SPACES @ 6'-3"12'-6" W-BEAM GUARDRAIL (12GA.) (NESTED)12'-6" W-BEAM GUARDRAIL (12GA.) (NESTED)40'-5"12'-6" W-BEAM GUARDRAIL (12GA.) (NESTED)12'-6" W-BEAM GUARDRAIL (12GA.) (NESTED)8-58"∅x2" BUTTON HEADSPLICE BOLTS WITH 58"DOUBLE RECESSED NUTS8-58"∅x2" BUTTON HEADSPLICE BOLTS WITH 58"DOUBLE RECESSED NUTS(NESTED W-BEAM) (12 GA.)CURVED END TERMINAL(SEE TERMINAL DETAILS)BEAM TERMINAL CONNECTOR(SEE TERMINAL DETAILS)BRIDGE PARAPETAPPROACH PARAPET1'-334"30'-1012" CURVE7-014" CURVE2'-034"6'-012"CURVED END TERMINAL(SEE TERMINAL DETAILS)BEAM TERMINAL CONNECTOR(SEE TERMINAL DETAILS)BRIDGE PARAPETAPPROACH PARAPET28'-414"2'-6"43'-914"KIPU BRIDGE - GUARDRAIL DETAILSS2.329THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKNOT TO SCALE
NORTH PARAPET - INTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN) H (IN) W (IN) D (IN)R13+53.59IIIDELAMINATION10014R23+62.45IIIDELAMINATION5014R33+66.33IIISPALL W/EXPOSED REBAR50143R43+71.69IIIDELAMINATION10014R53+84.05IIIDELAMINATION161441'20'-6"20'-6"41'20'-6"20'-6"41'20'-6"20'-6"41'20'-6"20'-6"1'-1"1'-8"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"8"1'-6"8"8"8"8"1'-6"1'-4"1'-2"1'-2"1'-1"1'-8"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"8"1'-6"8"8"8"8"1'-6"1'-4"1'-2"1'-1"2'-10"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"1'-6"1'-6"8"8"8"8"1'-2"1'-2"36'-10"10"1'-6"1'-1"2'-10"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"1'-6"1'-6"8"8"8"8"1'-2"1'-2"36'-10"10"1'-6"R1R2R12S3.21NORTH (UPSTREAM) PARAPET INTERIOR ELEVATION1/4" = 1'-0"S3.22NORTH (UPSTREAM) PARAPET EXTERIOR ELEVATION1/4" = 1'-0"S3.23SOUTH (DOWNSTREAM) PARAPET INTERIOR ELEVATION1/4" = 1'-0"S3.24SOUTH (DOWNSTREAM) PARAPET EXTERIOR ELEVATION1/4" = 1'-0"LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTSTA. 3+71.16℄ PIERSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTR3R4R5R6R7R8R13R15R14SOUTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTENDREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)R143+60.46IIISPALL/DELAMINATION W/EXPOSED REBAR16142R153+62.67IIISPALL/DELAMINATION W/EXPOSED REBAR16142NORTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTENDREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN) H (IN) W (IN) D (IN)R63+53.41IIIDELAMINATION1614R73+76.37IIIDELAMINATION12141R83+83.91IIIDELAMINATION1214R11R9R10SOUTH PARAPET - INTERIOR FACEITEM NUMBERLOCATION FROM WESTENDREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)R93+57IIIDELAMINATION10014R103+66IIIDELAMINATION10014R113+75IIIDELAMINATION10014R123+80.98VIISURFACE SPALL621R133+87.91IIISPALL/DELAMINATION1280.5THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKKOLOA BRIDGE - PARAPET REPAIR PLANAS SHOWN31S3.2
WEST ABUTMENTITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)A1NORTH ENDIIISPALL/DELAM W/EXPOSED REBAR14123PIERITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)P1NORTH FACEIIISPALL NEAR GROUND831EAST ABUTMENTITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN) W (IN) D (IN)A2NORTH ENDIIISPALL/DELAM W/EXPOSED REBAR48103A3SOUTH ENDIIISPALL W/EXPOSED REBAR10212349'13'-8"4'-6"1'-6"9'-9"1'-6"49'1'-6"4'-6"4'-6"49'-8"1'-6"47'47'1'-6"4'-6"49'-8"8'-4"1'-6"8'-4"1'-6"1'-4"1'-4"A1P1A2A3A3EAST FACES3.41WEST ABUTMENT1/8" = 1'-0"S3.42PIER 11/8" = 1'-0"S3.43EAST ABUTMENT1/8" = 1'-0"4'-6"1'-6"4'-6"WEST FACEWEST FACEEAST FACENORTH FACESOUTH FACESOUTH FACENORTH FACENORTH FACESOUTH FACELEGEND:DENOTES DELAMINATIONSDENOTES SPALLS1'-6"1'-6"THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKKOLOA BRIDGE - ABUTMENT& PIER REPAIR PLANAS SHOWN33S3.4
XXXXXXXXEDGE PAVEMENTSIGNFENCE6"APPROX 4'-1034"FROM EDGE OFROCK WALL2'-6"2'-6"10°10'-112"3'-278"R=7'25°4'
-
2
1
8"R=2'-1178"80°9'-2 1
8"R/W4+006'-578"PAINT REPAIRED SECTIONS ONROADWAY SIDE OF BRIDGEPARAPET TO MATCH EXISTPATTERN AND COLORPAINT ROADWAY SIDE OFNEW APPROACH GUARDRAILSTO MATCH EXIST BRIDGEPARAPET COLORPAINT ROADWAY SIDE OFNEW APPROACH GUARDRAILSTO MATCH EXIST BRIDGEPARAPET COLORPAINT REPAIRED SECTIONS ONROADWAY SIDE OF BRIDGEPARAPET TO MATCH EXISTPATTERN AND COLORTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKKOLOA BRIDGE - GUARDRAIL TRANSITIONLOCATION & DETAILSNOT TO SCALEN KOLOA ROADGENERAL PAINTING NOTES:1. PAINTING FOR GUARDRAIL AND PARAPETS SHALL BE INCIDENTAL TOCOST PER UNIT PRICE OF GUARDRAILS AND CONCRETE STRUCTURES.2. PAINT AND OTHER COATINGS SHALL MATCH THE EXISTING COLORAND FINISH OF THE SURROUNDING STRUCTURE.34S4.1
2"4"4"414"4"1'-01 4" ± 1 4"31 2"31 2"2'-6"3"±33 8"338"1" DIA HOLES(TYP)SPECIAL END SHOEELEVATION VIEWSPECIAL END SHOEPLAN VIEW℄ 2932" x 5"SLOTSRAIL ℄34" x 212"POST BOLT SLOTSECTION A-A1"
6"2'-0"3'-5"
2'-6"
6'-0"2"812"1'-01 2"61 8"
33 8"30°1212" LAP614"1'-43 8"GENERAL NOTES1. ALL BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED INACCORDANCE WITH AASHTO M 232. POSTS SHALL BEGALVANIZED IN ACCORDANCE WITH AASHTO M 111. METALGUARDRAIL SHALL BE GALVANIZED IN ACCORDANCE WITHASTM A 653. NO PUNCHING, DRILLING OR CUTTING WILL BEPERMITTED AFTER GALVANIZING.2. GUARDRAIL OFFSET BLOCK SHALL BE APPROVED BY THECOUNTY.3. AFTER THE GUARDRAIL POSTS ARE INSTALLED IN THE PAVEDAREA, THE CONTRACTOR SHALL FILL/SEAL AROUND EACHGUARDRAIL POST AND ALL CRACKS IN THE PAVED AREACAUSED DURING THE GUARDRAIL POST INSTALLATION. IFREQUIRED BY THE INSPECTOR/ENGINEER, THE CONTRACTORSHALL TAMP THE PAVED AREA AROUND THE GUARDRAIL POSTPRIOR TO FILLING/SEALING. ALL COSTS ASSOCIATED WITHTHIS WORK SHALL NOT BE PAID SEPARATELY, BUT SHALL BECONSIDERED INCIDENTAL TO THE VARIOUS GUARDRAILITEMS.4. REFLECTORS SHALL BE MOUNTED ON GUARDRAIL ON EACHEND OF EACH TRANSITION, BUT SHALL NOT BE INSTALLEDON TERMINAL SECTIONS. FURNISHING AND INSTALLING OFREFLECTORS SHALL BE CONSIDERED INCIDENTAL TO THEGUARDRAIL SYSTEM.5. COST OF ALL MATERIALS, LABOR AND EQUIPMENT REQUIREDFOR INSTALLATION OF GUARDRAIL TRANSITION SHALL BEINCLUDED IN THE BID PRICE FOR W-BEAM GUARDRAIL.CURVED ENDELEVATION VIEWCURVED ENDPLAN VIEWRAIL ℄58" BUTTON HEADPOST BOLT WITHNUT & WASHER,TYP.W6x9 POST,TYP.34" x 112" SLOTSFOR END SPLICE BOLT414"R=6"4"NORTH WEST GUARDRAIL ELEVATION VIEWNORTH EAST GUARDRAIL ELEVATION VIEWEND DETAILS8"34" x 212"POST BOLT SLOTEXISTING BRIDGEPARAPETSPECIAL END SHOE(SEE END DETAILS)3"CURVED END(SEE END DETAILS)2'-0"12'-6"2 SPACES @ 1'-634"3 SPACES @ 3'-112"12'-6"2 SPACES @ 1'-634"3 SPACES @ 3'-112"15'-1014"2'-6"STRAIGHT3'-278"CURVE10'-112"STRAIGHT15'-1014"9'-218"STRAIGHT4'-218"CURVE2'-6"STRAIGHTAARAIL ℄3"2'-0"EXISTING BRIDGEPARAPETSPECIAL END SHOE(SEE END DETAILS)CURVED END(SEE END DETAILS)RAIL ℄AAGENERAL NOTES:FOR THE INSTALLATION OF THE NEW LANE SEPARATORS:1. LANE SEPARATORS SHALL BE INSTALLED 6" MINIMUM INSIDE THEEDGE OF THE NEW DIAGONAL MARKINGS ON THE NORTH SIDE OFTHE BRIDGE TO KEEP VEHICLES FROM OPERATING ON THEBRIDGE SHOULDER. SEE SHEET T0.2 FOR LOCATION.2. LANE SEPARATORS SHALL BE INSTALLED AT 6' O.C. ON THE NEWPAVEMENT. FOLLOW MANUFACTURER'S GUIDELINES ANDRECOMMENDATIONS FOR INSTALLATION SPACING.3. LANE SEPARATORS SHALL BE FURNISHED COMPLETE WITH WHITEREFLECTORS OF TYPE III OR IV RETRO-REFLECTIVE SHEETING.4. CONTRACTOR SHALL PROVIDE "TRAFFIC LOGIX CYCLE LANE" ORAPPROVED EQUAL.5. LANE SEPARATORS SHALL BE INSTALLED ON THE SURFACE OF THEASPHALT WITH AN ADHESIVE.6. CONTRACTOR TO PROVIDE AND SUBMIT ADHESIVE PRODUCTSUITABLE FOR THE INTENDED ENVIRONMENT. PRIOR TOINSTALLATION OF LANE SEPARATORS, CONTRACTOR TO SUBMITPRODUCT AND METHOD TO ENGINEER FOR APPROVAL.6'-0" WIDE NEW DIAGONAL MARKINGEDGE OF DIAGONAL MARKINGINSTALL 6" IN FROMTHE EDGE OF THEDIAGONAL MARKINGTOP OF NEWASPHALT OVERLAYBRIDGE NORTH PARAPETCLEAR AREA OF DEBRIS BEFORE INSTALLING.ENSURE THAT THE MOUNT/ANCHOR IS SECUREAND BONDED TO PAVEMENT.4"RECOMMEND TO USE "TRAFFIC LOGIX CYCLE LANE"OR APPROVED EQUAL. CONTRACTOR SHALL SUBMITLANE SEPARATOR SYSTEM DOCUMENTATION PRIORTO INSTALLING FOR APPROVAL.TYPICAL LANE SEPARATOR INSTALLATIONBRIDGE PARAPET SECTION VIEWTYPICAL LANE SEPARATOR SPACINGDIRECTION OF TRAFFIC 6'-0" EQUAL SPACING
TOP OF EXISTINGCONCRETE DECKTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKKOLOA BRIDGE - LANE SEPARATORS& GUARDRAIL DETAILSNOT TO SCALE35S4.2
GENERAL:A. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATION, 7TH EDITION (INCLUDINGMOST RECENT INTERIMS), AND THE HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2005 EDITION), ANDALL APPLICABLE SPECIAL PROVISIONS BY THE STATE OF HAWAII DEPARTMENT OF TRANSPORTATION.B. THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER AND REPORT IN WRITING TO THE ENGINEERALL INCONSISTENCIES AND OMISSIONS.C. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH FIELDMEASUREMENTS AND CONDITIONS WITH THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING TO THE ENGINEER ALLINCONSISTENCIES AND OMISSIONS.D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, WORKMANSHIP AND JOB SAFETY.F. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS ANDSYSTEMS.G. CONSTRUCTION LOADING SHALL NOT EXCEED DESIGN LIVE LOAD UNLESS SPECIAL SHORING IS PROVIDED. PERMITTED CONSTRUCTIONLOADS SHALL BE PROPERLY REDUCED IN AREAS WHERE THE STRUCTURE HAS NOT ATTAINED FULL DESIGN STRENGTH.H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT PROPERTIES, STRUCTURES, STREETS AND UTILITIESDURING THE CONSTRUCTION PERIOD. ANY DAMAGED OR DETERIORATED PROPERTY SHALL BE RESTORED TO THE CONDITION PRIOR TOTHE BEGINNING OF WORK OR BETTER AT NO COST TO THE COUNTY OF KAUAI.I. DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL CONDITIONS UNLESS SPECIFICALLY SHOWN ORNOTED OTHERWISE.J. ELEVATIONS AND DETAILS OF THE EXISTING BRIDGE AS SHOWN ON THESE PLANS ARE BASED ON AS-BUILT DRAWINGS. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS AND EXISTING STRUCTURE DETAILS ANDSHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES FOR FURTHER ACTION.K. CONTRACTOR MAY INSTALL SCAFFOLDING TO CONDUCT THE WORK. SCAFFOLDING MAY BE HANGING OR ATTACHED TO THE BRIDGE ORERECTED ON THE GROUND, AS LONG AS IT IS NOT IN THE STREAM OR HIGH WATER MARK. ALL CONSTRUCTION MATERIALS SHALL NOTENTER THE WATER.REINFORCING STEEL:A. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.B. WELDABLE REINFORCING STEEL SHALL CONFORM TO ASTM A706, GRADE 60.C. CLEAR CONCRETE COVER FOR ALL REINFORCING BARS SHALL BE 3", UNLESS MATCHING ORIGINAL SURFACE PREVENTS THIS DEPTH.D. MECHANICAL SPLICE CONNECTORS SHALL DEVELOP IN TENSION 125 PERCENT OF THE SPECIFIED MINIMUM YIELD STRENGTH OFREINFORCING BARS.E. BAR BENDS AND HOOKS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 318.CONCRETE:A. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM CRITERIA:1. SPALL REPAIRS - POLYMER MODIFIED PATCHING MORTAR, 2,000 PSI BOND STRENGTH AT 3 DAYS, 6,000 PSI COMPRESSIVESTRENGTH AT 28 DAYSa. PREPACKAGED CEMENTITIOUS PATCHING MORTAR SHALL BE POLYMER MODIFIED, HAVE HIGH ABRASION RESISTANCE, ANDSHALL BE SUITABLE FOR OVERHEAD AND VERTICAL SURFACES.b. THE MINIMUM BOND STRENGTH PROVIDED BY THE PATCHING MORTAR SHALL BE 2,000 PSI AFTER 28 DAYS (ASTM C-882).c. THE MINIMUM COMPRESSIVE STRENGTH PROVIDED BY THE PATCHING MORTAR SHALL BE 6,000 PSI AFTER 28 DAYS (ASTMC-882).d. REFER TO MANUFACTURER'S SPECIFICATIONS FOR PREPARATION AND APPLICATION GUIDANCE.e. PATCHING MORTAR AND BONDING AGENT/REINFORCEMENT PROTECTION SHALL BE SUPPLIED BY THE SAME MANUFACTURERAND SHALL BE FULLY COMPATIBLE WITH EACH OTHER.2. REPAIR TYPE I ONLY - REGULAR WEIGHT HARDROCK CONCRETE, 5,000 PSI COMPRESSIVE STRENGTH AT 28 DAYSa. A CORROSION INHIBITING ADMIXTURE SHALL BE INCLUDED IN THE CONCRETE MIX FOR ALL CONCRETE. THE ADMIXTURESHALL BE RHEOCRETE CNI CORROSION INHIBITOR FROM BASF, DCI S CORROSION INHIBITOR FROM GRACE CONSTRUCTIONPRODUCTS OR AN APPROVED EQUAL. ADDITION RATE OF CORROSION INHIBITING ADMIXTURE SHALL BE AS RECOMMENDED BYTHE MANUFACTURER.B. REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL BE SECURED IN POSITIONPRIOR TO PLACEMENT OF CONCRETE.C. EPOXY FOR DOWELS SHALL BE HILTI HIT-RE 500-V3, OR APPROVED EQUAL.D. EPOXY FOR CRACK REPAIRS SHALL BE SIKADUR-52 INJECTION, OR APPROVED EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURERSRECOMMENDATIONS.EXISTING CONCRETE:A. CONTRACTOR SHALL NOT DAMAGE, CUT OR DRILL THROUGH EXISTING REINFORCING. IF REINFORCING IS DAMAGED, THE CONTRACTORSHALL INFORM THE CONTRACTING OFFICER IMMEDIATELY AND SHALL BE RESPONSIBLE FOR REPAIRING THE DAMAGE AT CONTRACTOR'SSOLE EXPENSE AND TO THE SATISFACTION OF THE CONTRACTING OFFICER.COATING OF SPALL REPAIRS:A. ALL SPALL REPAIRS SHALL BE COATED AFTER THE PATCHING MATERIAL HAS CURED FOR A MINIMUM OF 14 DAYS.B. THE LIMITS OF THE COATING APPLICATION SHALL INCLUDE THE FOLLOWING:1. 100% COVERAGE OF THE SPALL REPAIR AREA2. 6” BAND OF EXISTING CONCRETE SURFACE AROUND THE PERIMETER OF THE SPALL REPAIR AREAC. THE COATING SHALL CONSIST OF A HIGH-SOLIDS, HIGH-BUILD AMINE EPOXY COATING THAT CAN WITHSTAND ABRASION. SIKAGARD 62,OR APPROVED EQUAL. THE COATING SHALL BE APPLIED UNTIL A TOTAL WET FILM THICKNESS OF 14 MILS IS ACHIEVED. APPLY IN TWOCOATS OF 7 MILS EACH.D. REMOVE ALL FORM RELEASE AGENTS, CURING COMPOUNDS, SALTS, EFFLORESCENCE, LAITANCE, AND OTHER FOREIGN MATTER BYSANDBLASTING, MECHANICAL SCARIFICATION, OR SUITABLE CHEMICAL MEANS. REFER TO ASTM D4260. RINSE THOROUGHLY ANDALLOW TO COMPLETELY DRY BEFORE COATING.FIBERGLASS DRAIN PIPE:A. DRAINAGE PIPE AND FITTINGS SHALL BE REINFORCED THERMOSETTING RESIN PIPE SYSTEMS MEETING THE REQUIREMENTS OF ASTM D2996 RTRP-12EA12122, WITH AT LEAST 30,000 PSI SHORT TIME RUPTURE STRENGTH IN THE HOOPS TENSILE STRESS.B. ALL FIBERGLASS PIPE AND FITTINGS SHALL BE HANDLED AND INSTALLED ACCORDING TO THE GUIDELINES AND PROCEDURESRECOMMENDED IN THE PRINTED LITERATURE OF THE MANUFACTURER.C. MINIMUM TOTAL PIPE WALL THICKNESS SHALL BE 14".D. EPOXY FOR SETTING/BONDING DRAIN PIPE TO THE CONCRETE DECK SHALL BE SIKADUR 32- HI-MOD, OR APPROVED EQUAL.ORIGINAL MILLSCALE UNOXIDIZEDLIGHT TO MEDIUM OXIDIZEDSECTION (CLEANING REQ'D)HEAVY CORRODED SECTION(CLEANING REQ'D)MINIMUM ALLOWABLEBAR DIAMETER CHARTBAR SIZE DIAMETER#438"#512"#658"#71116"#81316"NEW SPLICE BAR212"BARDIAMETER212"TYPCHIP AWAY CONCRETE ANDEXPOSE REBAR TO THIS POINTWELD LENGTHCONCRETESURFACEOUTLINE OFCONCRETESPALL1" MIN ALLAROUNDEXISTINGREINFORCINGSTEELSAWCUT 34" DEEP, MIN ANDCHIP AWAY CONCRETE TOSOUND SUBSTRATE. PROVIDE34" MIN SPACE BEHIND ANYEXPOSED REBARS.SURFACE PROFILESECTIONPATCHING MATERIAL LIMITS
1"1"OUTLINE OFCONCRETESPALL34" MINANNULARSPACEBEHINDEXISTINGREBARS,TYP34"NOTES:1. REMOVE ALL HEAVY CORROSION AND SCALEFROM REINFORCING BARS BY HAND TOOLSOR WIRE BRUSH.2. IF REINFORCING BAR DIAMETER, AFTERCLEANING IS LESS THAN THAT SHOWN INALLOWABLE BAR DIAMETER CHART, ADDSPLICE REBAR.3. WELDING OF REINFORCING STEEL SHALL BEIN ACCORDANCE WITH THE "STRUCTURALWELDING CODE - REINFORCING STEEL"(AWS D1.4).4. SPLICE REBARS SHALL BE ASTM A706,GRADE 60.S5.11TYPICAL CONCRETE SPALL REPAIR DETAIL AND NOTESNOT TO SCALEREPAIR TYPE UNITIIIIIIIVVL.F.56504551590QUANTITYS.F.S.F.S.F.S.F.VI10S.F.KIPU - SUMMARY OF QUANTITIESS5.12REBAR REPAIR DETAILNOT TO SCALES5.13SUMMARY OF QUANTITIESNOT TO SCALESPALL REPAIR NOTES:1. SAWCUT AS DEEP AS POSSIBLE UP TO 34" DEEP AROUND PERIMETER OF THE REPAIR AREA. DO NOT CUT EXISTING REBAR, UNLESSOTHERWISE NOTED IN CONTRACT PLANS. NO FEATHERING OF PATCHING MATERIAL IS ALLOWED, EDGES OF REPAIRS WILL HAVE MIN34".2. REMOVE ALL UNSOUND AND LOOSE CONCRETE FROM WITHIN THE REPAIR AREA DOWN TO SOUND SUBSTRATE, OR TO THE SPECIFIEDDEPTH AS NOTED IN THE SPALL REPAIR DETAILS. THE OUTER LAYER OF EXISTING REBARS MUST BE EXPOSED WITHIN THE ENTIREREPAIR AREA. THE CONCRETE SHALL BE REMOVED TO A DEPTH THAT IS SUFFICIENT TO CREATE A 34" ANNULAR SPACE AROUND ALLREBARS WITHIN THE REPAIR AREA.3. THE EXPOSED CONCRETE SURFACE SHALL BE ROUGHENED TO A 18" AMPLITUDE AND SHALL BE CLEANED AND FREE OF LAITANCE,DUST, GREASE, AND ALL OTHER BOND-INHIBITING MATERIALS FROM THE REBAR AND CONCRETE SURFACES WITHIN THE REPAIRAREA. CLEAN EXPOSED REINFORCING BY HAND OR WITH POWER TOOLS SO IT IS FREE OF LOOSE RUST AND OTHER LAITANCE PERSSPC-SP2 OR SSPC-SP3.4. INSPECT THE CONDITION OF THE NEWLY EXPOSED REBARS. WHEN CORROSION HAS CAUSED >25% SECTION LOSS OF THE REBARS,THE CONTRACTOR SHALL SPLICE A NEW SECTION OF REBAR INTO PLACE, AS SHOWN IN DETAIL 2/S7.1. COAT ALL EXPOSEDREINFORCING WITH 2 COATS OF EPOXY BONDING AGENT. EPOXY BONDING AGENT SHALL BE SIKA ARMATEC 110, MASTER BUILDERSEMACO P24, EUCLID CORR-BOND OR APPROVED EQUAL. EACH COAT SHALL BE 20 MILS THICK.5. FORM AND PUMP ALL OVERHEAD REPAIRS GREATER THAN 4 SQUARE FEET. ALL OTHER REPAIRS MAY BE TROWEL APPLIED.6.FOR TROWEL APPLIED REPAIRS ONLY: COAT CONCRETE SURFACE WITH 20 MIL THICK EPOXY BONDING AGENT. SURFACE SHALL BESATURATED SURFACE DRY (SSD) AND CLEANED FREE OF LAITANCE, DUST AND OTHER BOND INHIBITING MATERIAL.7. CONCRETE REPAIR MATERIALS SHALL BE A POLYMER-MODIFIED CEMENT MORTAR. POLYMER MODIFIED CEMENT MORTAR FOR TROWELAPPLIED REPAIRS SHALL BE SIKA SIKATOP 123 PLUS, MASTER BUILDERS EMACO R320 CI, EUCLID VERTICOAT OR APPROVED EQUAL.POLYMER MODIFIED CEMENT MORTAR FOR FORMED AND PUMPED REPAIRS SHALL BE SIKA SIKATOP 111 PLUS EXTENDED WITH 38"COURSE AGGREGATE, OR APPROVED EQUAL. CONCRETE FOR REPAIR TYPE I ONLY SHALL BE REGULAR HARDROCK CONCRETE PERGENERAL NOTES.8. LAYERS OF TROWEL APPLIED POLYMER-MODIFIED CEMENT MORTAR SHALL BE 14" MIN AND 112" MAX IN THICKNESS OR AS LIMITED BYTHE MANUFACTURER. SCRATCH SURFACE OF INTERMEDIATE LAYERS TO RECEIVE ADDITIONAL LAYERS.9. REPAIRED CONCRETE SURFACE SHALL BE BROUGHT BACK TO ORIGINAL FINISH LINES AND MATCH TEXTURE AND APPEARANCE OFSURROUNDING CONCRETE. ARCHITECTURAL FEATURES SUCH AS GROOVES, REVEALS, DRIPS AND CHAMFERS SHALL ALSO BEMAINTAINED.10. CONCRETE REPAIR AREA SHALL BE ALLOWED TO CURE A MINIMUM OF 14 DAYS BEFORE FORMS ARE REMOVED AND THE SURFACE ISCOATED. APPLY SEALANT/COATING TO ALL REPAIR SURFACES AND TO THE SURROUNDING EXISTING CONCRETE SURFACES. THECOATING SHALL COVER THE ENTIRE REPAIR SURFACE, PLUS 6" OF THE EXISTING CONCRETE SURFACES SURROUNDING THE REPAIRAREA. SEE "COATING OF SPALL REPAIRS", NOTES.REPAIR TYPE UNITIIIIIIV35358530QUANTITYS.F.S.F.S.F.S.F.KOLOA - SUMMARY OF QUANTITIESVIII105S.F.VIIS.F.15STRUCTURAL NOTES & REPAIR DETAILS 1S5.136THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN
QUANTITY CALCULATION:QTY. = (WIDTH + DEPTH) x LENGTHSAWCUT 34"DEEP, ALLAROUNDREPAIRHEIGHT6"TYPDEMOLITION DETAILREPAIR DETAILLINE OFSOUND, HARDCONCRETE,SEE SPALLREPAIR NOTES,SHEET S5.1QUANTITY CALCULATION:QTY. = HEIGHT x LENGTHPROVIDE34" GAPALLAROUNDREBAR6"TYPREPAIR DETAILTOP OF DECKSAWCUT 34"DEEP, ALLAROUNDREPAIRWIDTHSLAB SOFFIT7"DEMOLITION DETAILTOP OF DECKQUANTITY CALCULATION:QTY. = WIDTH x LENGTHPROVIDE 34" GAPALL AROUND REBAREXISTINGREBARVERTICALSURFACEDEMOLITION DETAILREPAIR DETAILQUANTITY CALCULATIONS.F. = [WIDTH + (2 x DEPTH)] x LENGTHDEMOLITION DETAILREPAIR DETAILSEALANT/COATINGSEE COATING OFSPALL NOTES,SHEET S5.1SEALANT/COATING SEE COATING OFSPALL NOTES, SHEET S5.1LINE OF SOUND, HARDCONCRETES7.21TYPE I REPAIR DETAIL (S.F.)NOT TO SCALES7.22TYPE II REPAIR DETAIL (S.F.)NOT TO SCALES7.23TYPE III REPAIR DETAIL (S.F.)NOT TO SCALES7.25TYPE V REPAIR DETAIL (S.F.)NOT TO SCALEFILL WITH HIGHSTRENGTH EPOXYGROUTAHORIZONTAL SURFACESCRACKPREPARE SURFACE2"MIN2"MINROUT CRACKS(18" MIN)14" MINCRACK14" MINBPREPARE SURFACE
2"
MIN
2"
MINROUTE A 18" MINWIDE GROOVE ANDPRESSURE INJECTWITH HIGHSTRENGTH EPOXYGROUTS7.24TYPE IV REPAIR DETAIL (L.F.)NOT TO SCALEREPAIR DETAILDEMOLITION DETAILQUANTITY CALCULATION:QTY. = SFS7.26TYPE VI REPAIR DETAIL (S.F.)NOT TO SCALEEXISTINGPARAPETEXISTINGPARAPET℄ BENTTOP OF DECKEXIST REBARWIDTHLINE OF HARD AND SOUNDCONCRETE, SEE SPALL REPAIRNOTES, SHEET S5.1DEPTH 34" CLEARANCE BEHINDALL REBAR, MINSAWCUT 34" DEEP,TYP EACH FACE℄ BENTTOP OF DECKSEALANT/COATING SEE COATING OFSPALL NOTES, SHEET S5.16"MIN
℄ BENTTOP OF DECKWIDTH℄ BENTDEPTH 34" CLEARANCE BEHIND ALLREBARS, MINSAWCUT 34" DEEP, TYPEACH FACELINE OF HARD AND SOUND CONCRETE,SEE SPALL REPAIR NOTES, SHEET S5.1A MINIMUM OF 2 REBARS INTHE UNDERSIDE OF THE PILECAP SHALL BE EXPOSED℄ BENTTOP OF DECK6"
MINSEALANT/COATING SEECOATING OF SPALLNOTES, SHEET S5.1EXIST REBAREXIST REBARPOLYMERMODIFIEDPATCHINGMORTAR, SEESPALL REPAIRNOTES, SHEETS5.1. MATCHEXISTINGCONCRETESURFACEPOLYMER MODIFIEDPATCHING MORTAR, SEESPALL REPAIR NOTES,SHEET S5.1. MATCHEXISTING CONCRETESURFACEPOLYMER MODIFIED PATCHINGMORTAR, SEE SPALL REPAIRNOTES, SHEET S5.1. MATCHEXISTING CONCRETE SURFACEQUANTITY CALCULATION:QTY. = LENGTHAAT REBAR REINFORCEMENTBAT RAIL REINFORCEMENTSAWCUT 34"DEEP, ALLAROUNDREPAIRHEIGHT
6"
TYPDEMOLITION DETAILREPAIR DETAILLINE OFSOUND, HARDCONCRETE, ORMIN. 2" BELOWEXTERIOR FACEOF RAIL. SEESPALL REPAIRNOTES, SHEETS5.1FULLYEXPOSE ALLSTEELWITHINREPAIR AREAEXISTINGSTEEL RAILVERTICALSURFACESEALANT/COATINGSEE COATING OFSPALL NOTES,SHEET S5.1POLYMERMODIFIEDPATCHINGMORTAR, SEESPALL REPAIRNOTES, SHEETS5.1. MATCHEXISTINGCONCRETESURFACE2" MINVERTICAL SURFACESCONCRETE REPAIR MORTAR,SEE SPALL REPAIR NOTES,SHEET S5.1. MATCH EXISTINGCONCRETE SURFACENOTE:THIS REPAIR DETAIL ONLY APPLIES TO SURFACE DAMAGE WITH NO EXPOSED REINFORCEMENT. IF REINFORCEMENTIS EXPOSED ABOVE THE DEPTH OF SOUND HARD CONCRETE, REPAIR DETAIL 1/S5.1 SHALL APPLY.SAWCUT 12" DEEP MIN,ALL AROUND REPAIR.DOVETAIL EDGESEXISTING REBAR(NOT EXPOSED)TROWEL APPLYPOLYMER MODIFIEDREPAIR MORTAR TOMATCH EXISTINGCONCRETE SURFACESEALANT/COATING SEECOATING OF SPALLNOTES, SHEET S5.11 2" MIN.
1 2" MIN.LINE OF SOUND, HARDCONCRETE, SEE CONCRETESURFACE REPAIR NOTES FORSURFACE PREPARATIONCONCRETE SURFACE REPAIR NOTES:1. SAWCUT MINIMUM 12" DEEP AROUND PERIMETER OF THE REPAIR AREA, DOVETAIL EDGES. DONOT CUT EXISTING REBAR.2. REMOVE ALL UNSOUND AND LOOSE CONCRETE FROM WITHIN THE REPAIR AREA DOWN TOSOUND SUBSTRATE, OR TO THE SPECIFIED DEPTH (12" MINIMUM) AS NOTED IN THE REPAIRDETAILS.3. THE EXPOSED CONCRETE SURFACE SHALL BE ROUGHENED TO A 18” AMPLITUDE AND SHALLBE CLEANED AND FREE OF LAITANCE, DUST, GREASE, AND ALL OTHER BOND-INHIBITINGMATERIALS FROM THE REBAR AND CONCRETE SURFACES WITHIN THE REPAIR AREA.4. COAT CONCRETE SURFACE WITH 20 MIL THICK EPOXY BONDING AGENT. SURFACE SHALL BESATURATED SURFACE DRY (SSD) AND CLEANED FREE OF LAITANCE, DUST AND OTHER BONDINHIBITING MATERIAL.5. TROWEL APPLY POLYMER MODIFIED CEMENT MORTAR, SIKA SIKATOP 123 PLUS, MASTERBUILDERS EMACO R320 CI, EUCLID VERTICOAT OR APPROVED EQUAL.NOTE:FORM AND PUMP ALL REPAIRS GREATERTHAN 4 SQUARE FEET.NOTE:FORM AND PUMP ALL REPAIRS GREATERTHAN 4 SQUARE FEET.NOTE:FORM AND PUMP ALL REPAIRS GREATERTHAN 4 SQUARE FEET.NOTES:1. FORM AND PUMP ALL OVERHEAD REPAIRS GREATER THAN 4 SQUAREFEET.2. REPAIR FOR ITEMS S4 AND S5 INCLUDES REPLACEMENT OFCORRODED PIPE HANGERS WITH EATON, MODEL B3100-8 HDGSTANDARD CLEVIS HANGER, OR APPROVED EQUAL. DRILL AND EPOXY34" HDG THREADED ROD, MIN 5" EMBED ABOVE SLAB SOFFIT.CONTRACTOR SHALL SHORE WATERLINE AS NECESSARY FOR REMOVALAND REPLACEMENT OF HANGERS.REPAIR DETAILS 2S5.237THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2024COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKIPU BRIDGE REHABILITATION &KOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: MARCH 2024MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:38DESIGNED BY: JMMDRAWN BY: RBACHECKED BY: JIKAS SHOWN