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Home My WebLink AboutHanapepe Bridge Repair PlansLot 50T. M.K: (4) 1-9-11: 07Par cel 8T. M.K: (4) 1-9-11: 08Lot 48T.M.K: (4) 1-9-11: 11Lot AT. M.K: (4) 1-9-10: 37Lot 54-BT.M.K: (4) 1-9-10: 38Lot 55T. M.K: (4) 1-9-10: 39Lot 56T. M.K: (4) 1-9-10: 18Hanapepe Fl ood Contr ol Pr oj ectPart 1T. M.K: (4) 1-9-07: 13Hanapepe Ri verT. M.K: (4) 1-9-07: 01Hanapepe Ri verT.M.K: (4) 1-9-04: 23Hanapepe Fl ood Contr ol Pr oj ectPart 2T.M.K: (4) 1-9-04: 21Lot DT.M.K: (4) 1-9-04: 26Lot CT.M.K: (4) 1-9-04: 15Lot BT.M.K: (4) 1-9-04: 18Lot AT.M.K: (4) 1-9-04: 19Lot AT.M.K: (4) 1-9-05: 01Lot 29-BT.M.K: (4) 1-9-05: 04Lot 27T.M.K: (4) 1-9-05: 05Lot 25T.M.K: (4) 1-9-05: 06Lot 31T.M.K: (4) 1-9-06: 07edge streamedge streamchannelsign H A N A R O A DH A N A P E P E R O A DP U O L O R O A DI O N A R O A DA W A W A R O A Dedge streamsign water level gauge1 TITLE SHEET DESCRIPTION 7 10 1 11 6 DATE APPROVED: OR UNDER CONSTRUCTION FEDERAL AID PROJECTS PREVIOUSLY CONSTRUCTED DESIGNED BYPHONEDATE1 31 NO. STATE HAW.HAWAII 2023 FED. ROAD YEAR SHEET PROJ. NO. FISCAL SHEETS FED. AID DIST. NO. TOTAL Hanalei Bay Barking Sands Mana Polihale Kokee Kekeha Waimea Bay Waimea Hanapepe Eleele Hanapepe Bay Lawai Kalaheo Koloa Puhi Lihue Kapaia Hanamaulu Bay Ahukini Landing Lihue Airport Nawiliwili Harbor Wailua Kapaa Kealia Anahola Moloaa Kilauea Bay KilaueaHanalei Bay Kalihiwai Haena H A N A L E I UAHA IWK A A I M E AW L I H U E K O L O A A IUKA N SCALE IN MILES 440 8 Poipu ISLAND OF KAUAI PLANS FOR 12 HANAPEPE BRIDGE REHABILITATION BR-0545(1) DEPARTMENT OF PUBLIC WORKS COUNTY OF KAUAI, HAWAII HANAPEPE, KAUAI FEDERAL-AID PROJECT NO. BR-0545(1)H A N A P E P E R O A DP U O L O R O A DA W A W AR O A DH A N A P E P E R O A DI O N A R O A DH A N A R O A DSHT. NO. ESTIMATED QUANTITIES & ABBREVIATIONS CONSTRUCTION NOTES 4, SUMMARY OF SITE, LAYDOWN & BMP LOCATION PLAN TRAFFIC CONTROL PLAN & NOTES EXISTING BRIDGE PLAN & ELEVATION 19 ABUTMENTS - REPAIR PLAN 20 21 22 PIER 1 - REPAIR PLAN PIER 2 - REPAIR PLAN PIER 3 - REPAIR PLAN 23 STAIRWAY - REPAIR PLAN 24 DRAINAGE DETAIL PAVEMENT, NEW CONCRETE DECK PLAN & 25 26 27 NEW PEDESTRIAN WALKWAY DETAILS 28 NEW RAILING DETAILS 29 30 STRUCTURAL NOTES 31 STRUCTURAL REPAIR DETAILS 2 REPLACEMENT PLAN PEDESTRIAN WALKWAY DEMOLITION & REPAIR DETAILS PEDESTRIAN WALKWAY DEMOLITION & SUMMARY OF REPAIR QUANTITIES STRUCTURAL REPAIR DETAILS 1 & 22° 2 ° 2 ° 2 ° 0 1 3 °155°15°15°15°15°1 678960 °155°15°15°15°15°1 678960 22° 2 ° 2 ° 2 ° 0 1 3 HAWAII MAUI N ET KAUAI NIIHAU OAHU MOLOKAI LANAI O IIHWATSAAF LAYOUT PLANLot 50T. M.K: (4) 1-9-11: 07Par cel 8T. M.K: (4) 1-9-11: 08Lot AT.M.K: (4) 1-9-10: 37Lot 54-BT. M.K: (4) 1-9-10: 38Lot 55T. M.K: (4) 1-9-10: 39Lot 56T. M.K: (4) 1-9-10: 18Hanapepe Ri verT. M.K: (4) 1-9-07: 01Hanapepe Ri verT. M.K: (4) 1-9-04: 23Lot 48T.M.K: (4) 1-9-11: 11Hanapepe Fl ood Contr ol Pr oj ectPart 1T.M.K: (4) 1-9-07: 13Hanapepe Fl ood Contr ol Pr oj ectPart 2T. M.K: (4) 1-9-04: 21Lot DT.M.K: (4) 1-9-04: 26Lot 31T.M.K: (4) 1-9-06: 07Lot AT.M.K: (4) 1-9-05: 01Lot 29-BT.M.K: (4) 1-9-05: 04Lot 27T.M.K: (4) 1-9-05: 05Lot 25T.M.K: (4) 1-9-05: 06Lot CT.M.K: (4) 1-9-04: 15Lot BT.M.K: (4) 1-9-04: 18Lot AT.M.K: (4) 1-9-04: 19H A N A P E P E R I V E RK A U M U A L I I H I G H W A Y PROJECT LOCATION BR-0545(1) FEDERAL-AID PROJECT NO. LIMITS OF PROJECT N NOT TO SCALE GROSS LENGTH OF PROJECT..........0.06 MILES NET LENGTH OF PROJECT...............0.04 MILESBL STA. 00+81.71BEGIN PROJECTBL STA. 03+75END PROJECTMANAGED BYCONTROL DETAILS WATER POLLUTION & EROSION TRAFFIC DATA SECTION 1986 ADT 1775 2025 ADT 2219 TRUCK ADT 0 25DESIGN SPEED DEPARTMENT OF PUBLIC WORKS COUNTY OF KAUAI, HAWAII COUNTY OF KAUAI DIRECTOR, DEPARTMENT OF PUBLIC WORKSFLOWHANAPEPE BRIDGE HANAPEPE BRIDGE AT HANAPEPE ROAD NEW PAVEMENT & MARKING PLAN TRAFFIC CONTROL DETAIL & NOTES JULY 2023INDEX TO DRAWINGS DISTRICT OF WAIMEA TO LI HUETO W A IM EA 2-5 CONSTRUCTION NOTES 8 9 13-16 GIRDER REPAIR PLAN REFLECTED DECK REPAIR PLAN17-18 CONSOR ENGINEERS, LLCTroy Tanigawa (Sep 5, 2023 10:58 HST) Troy Tanigawa 1.THE SCOPE OF WORK FOR THIS PROJECT INCLUDES SPALL, DELAMINATION,EXPOSED REINFORCING, AND CRACK REPAIRS IN THE DECK, GIRDERS, FLOORBEAMS, ABUTMENTS, PIER WALLS, AND RAILINGS. THE EXISTING AC AND BASECOURSE WILL BE REMOVED, AND A NEW CONCRETE DECK WILL BE PLACED ONTOP OF THE ORIGINAL DECK ALONG WITH AN ASPHALT OVERLAY. IN ADDITION,THE ELEVATED WALKWAY ON THE MAKAI SIDE OF THE BRIDGE WILL BEREMOVED AND REPLACED WITH NEW PREFORMED CONCRETE SLABS FOR THEWALKWAY SURFACE AND SIDES, NEW SUPPORT BRACKETS, AND NEW METALRAILINGS WITH ADDITIONAL HORIZONTAL MEMBERS TO MEET EXISTINGBUILDING CODES DUE TO THE LARGE OPENINGS IN THE EXISTING RAILINGDESIGN. THE BRIDGE SHALL BE SIMILAR TO THE ORIGINAL 1927 DESIGNMATCHING THE EXISTING COLOR.2. ALL CONSTRUCTION WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH THEPUBLICATIONS "HAWAI'I 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,MAUI, AND HAWAI'I." THE STANDARD DETAILS ARE AVAILABLE AT THE COUNTYOF KAUA'I CLERK'S OFFICE.3. CONSTRUCTION PLANS ARE VALID FOR A PERIOD OF ONE YEAR FROM THE DATEOF APPROVAL. IF CONSTRUCTION DOES NOT COMMENCE WITHIN THE ONE-YEARTIME FROM THE DATE OF APPROVAL, THE CONSTRUCTION PLANS SHALL BERESUBMITTED TO ALL REVIEWING AND APPROVING AGENCIES FOR REVIEW,APPROVAL, AND RECERTIFICATION OF THE PLANS.4. ALL GRADING, GRUBBING AND STOCKPILING WORK SHALL BE PERFORMED INACCORDANCE WITH COUNTY OF KAUA'I ORDINANCE NO. 808.5. 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 REMEDIAL ACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THE CONTRACTOR.6. DURING CLEANING OPERATIONS, THE CONTRACTOR SHALL SUPPLY A WATERTRUCK FOR DUST CONTROL PURPOSES UNTIL THE VEGETATION HADRE-ESTABLISHED ITSELF. EXCESS WATER, INCLUDING SILT AND DIRT, SHALLNOT BE ALLOWED TO RUN-OFF THE PROPERTY.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OVERTIME AND/OR NIGHTWORK PAYMENTS FOR COUNTY'S STAFF AND INSPECTION PERSONNEL INCLUDINGCONSULTANTS, WHEN THE CONTRACT REQUIRES OVERTIME OR NIGHT WORK TOBE PERFORMED, OR DIRECTS THE CONTRACTOR TO WORK ADDITIONAL SHIFTSOR OVERTIME FOR COUNTY'S CONVENIENCE.8. 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, WATERCOURSES, NATURAL AREAS AND THEPROPERTY OF OTHERS.9. IF SYSTEM CONDITIONS REQUIRE NON-EMERGENCY NIGHT TIME WORK DURINGTHE AUTUMN SEABIRD FALL SEASON (SEPTEMBER 15 THROUGH DECEMBER 15),USE OF LIGHTING SHALL BE RESTRICTED BETWEEN 9:00 P.M. TO 4:30 A.M. IFLIGHTING OF THE WORK AREA IS REQUIRED IN SUCH SITUATION, ALL LIGHTSSHALL BE SHIELDED (MINIMUM LIGHT SPILL TOWARDS THE SKY) AND DIRECTEDDOWNWARDS TO THE MAXIMUM EXTENT PRACTICABLE. MINIMUM REQUIREMENTSFOR LIGHTING BY HIOSH AND OSHA SHALL BE PROVIDED AND ASSURED BY THECONTRACTOR. THE CONTRACTOR SHALL TRAIN ALL EMPLOYEES WORKING ATNIGHT (RECORDS RETAINED BY THE CONTRACTOR) ON HOW TO HANDLE ANYRETRIEVED DOWNED BIRDS AND SHALL HAVE APPROPRIATE EQUIPMENT ASAPPROVED BY SAVE OUR SHEARWATERS (SOS) ON SITE TO HOLD ANDTRANSPORT ANY RETRIEVED BIRDS TO A SOS FACILITY. THIS REQUIREMENTDOES NOT ALLOW LIGHTING AS MAY BE RESTRICTED BY OTHERGOVERNMENT AGENCIES.10. PRIOR TO STARTING ANY EXCAVATION ACTIVITIES, THE CONTRACTOR SHALLCONTACT THE HAWAI'I ONE CALL CENTER AT 1-866-423-7287.11. THE DEPARTMENT OF PUBLIC WORKS SHALL BE PROVIDED TWENTY (20)WORKING DAYS FOR ALL SUBMITTAL REVIEWS FROM THE TIME OF SUBMISSIONBY THE CONTRACTOR.12. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE VARIOUSUTILITY AGENCIES FOR LOCATION OF EXISTING UTILITIES WITHIN THE PROJECTLIMITS. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIESWHETHER OR NOT SHOWN ON THE PLANS. ANY COST INCURRED BY DAMAGES TOEXISTING UTILITIES WILL BE BORNE BY THE CONTRACTOR.NOTES FOR GENERAL CONSTRUCTIONNOTES FOR CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY13. ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BEPROTECTED AT ALL TIMES BY THE CONTRACTOR UNLESS SPECIFIED ON THEPLANS TO BE ABANDONED.14. THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THE WORK AT ALLTIMES DURING CONSTRUCTION AND SHALL BE FURNISHED WITH EVERYREASONABLE FACILITY (INCLUDING BUT NOT LIMITED TO LAYOUT UNDER THESUPERVISION OF A LAND SURVEYOR LICENSED IN THE STATE OF HAWAI'I) FORASCERTAINING THAT THE MATERIALS USED AND THE WORKMANSHIP ARE INACCORDANCE WITH THE REQUIREMENTS OF THE CHAPTER 9 SUBDIVISIONORDINANCE; ORDINANCE NO. 808, ARTICLE 7, GRADING, GRUBBING ANDSTOCKPILING; AND THE STANDARDS ESTABLISHED BY THE DEPARTMENT OFPUBLIC WORKS.15. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR WILL PREPARE ANDCERTIFY AS-BUILT DRAWINGS THAT REPRESENT ALL CHANGES TO THE ORIGINALAPPROVED CONSTRUCTION PLANS. THE OWNER'S LICENSED DESIGN ENGINEERWILL CERTIFY THAT ALL OF THE CHANGES SHOWN ON THE AS-BUILT DRAWINGSHAVE BEEN APPROVED BY THE DESIGN ENGINEER AND MEET MINIMUMSTANDARDS IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORIGINALAPPROVED CONSTRUCTION PLANS. THE DEPARTMENT OF PUBLIC WORKS MAYREQUIRE EVERY REASONABLE FACILITY TO VERIFY ANY IMPROVEMENT ON THEFINAL AS-BUILT PLANS PRIOR TO THE CERTIFICATION BY THE OWNER'SENGINEER, INCLUDING BUT NOT LIMITED TO HAVING A LAND SURVEYOR LICENSEDIN THE STATE OF HAWAI'I CONFIRM AND CERTIFY THE FINAL LOCATION ANDELEVATIONS.16. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, CURRENTEDITION.17. THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS FOR THE USE OFUTILITIES SUCH AS ELECTRICITY, WATER, ETC. AND SHALL BE RESPONSIBLE FORTHE PAYMENT OF ALL COSTS RESULTING FROM SUCH USAGE. THE CONTRACTORSHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND GOVERNMENT AGENCIESOF THEIR INTENT TO BEGIN CONSTRUCTION ON ANY INTERSECTION OR STREET ATLEAST TWO (2) WEEKS PRIOR TO THE START OF SUCH CONSTRUCTION.18. THE CONTRACTOR SHALL SCHEDULE ROAD AND BRIDGE WORK WITH THEDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I AND NOTIFY THE PUBLIC NOSHORTER THAN ONE (1) MONTH PRIOR TO CONDUCTING THE WORK.19. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS, DIVISIONOF ENGINEERING, CONSTRUCTION INSPECTION SECTION AT LEAST FIVE (5)WORKING DAYS BEFORE COMMENCING ANY WORK ON THE PROJECT. THECONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETING WITH THECONSTRUCTION - DESIGN SECTION OF THE DEPARTMENT OF PUBLIC WORKSBEFORE COMMENCING ANY WORK.20. CONTRACTOR SHALL SUBMIT 'AS-BUILT" PLANS WITHIN 14 DAYS AFTER FINALINSPECTION.21. PRIOR TO THE START OF WORK, CONTRACTOR SHALL VISIT JOBSITE AND CONDUCTA PRE-CONSTRUCTION INSPECTION TO VERIFY QUANTITIES AND REPORT ANYDISCREPANCIES AND/OR DIFFERENCES IN DRAWINGS, IN RESPECT TO EXISTINGCONDITION, TO THE ENGINEER.22. 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.23. THE CONTRACTOR IS TO COMPLY WITH THE DIRECTIONS OF THE STATE OFHAWAI'I OCCUPATIONAL SAFETY AND HEALTH LAW (DOSH).1. ALL DAMAGED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION INACCORDANCE WITH COUNTY OF KAUA'I, “HAWAI'I 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 KAUA'I, MAUI, AND HAWAI'I, 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 PROTECTIVEFACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THEPROTECTION AND FOR THE CONVENIENCE AND SAFETY OF THE PUBLIC TRAFFIC.ALL SUCH PROTECTIVE FACILITIES AND PRECAUTIONS TO BE TAKEN SHALLCONFORM WITH RULES AND REGULATIONS GOVERNING THE USE OF TRAFFICCONTROL DEVICES AT WORK SITES ON OR ADJACENT TO PUBLIC STREETS ANDHIGHWAYS ADOPTED BY THE HIGHWAY SAFETY COORDINATOR AND U.S. FEDERALHIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS DATED 2009 AND ITS AMENDMENTS.3. A. A PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM THEDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I BEFORE WORK ON A PUBLIC STREET OR HIGHWAY MAY BEGIN. PERMIT FEES SHALL BE AT THECONTRACTOR'S EXPENSE.B. DRIVEWAYS SHALL BE KEPT OPEN UNLESS OWNERS OF THE ABUTTINGLOTS USING THESE RIGHT-OF-WAY ARE OTHERWISE PROVIDED FOR SATISFACTORILY.C. ALL WORK INCLUDING REPAIR OF DAMAGED PAVEMENT AND SHOULDERSSHALL BE INSPECTED AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. ALL UNAPPROVED WORK SHALL BE CONSIDERED UNACCEPTABLE AND SHALL BE RE-WORKED AND CORRECTED AS DIRECTED BY THE DEPARTMENT OF PUBLIC WORKS, AT THE CONTRACTOR'S EXPENSE.D. DAMAGED SHOULDERS SHALL BE RESTORED TO A CONDITION EQUAL TO ORBETTER THAN EXISTING CONDITION.E. WORK ON A PUBLIC STREET AREA MY BE PERFORMED ONLY BETWEEN THEHOURS OF 8:00 A.M. TO 3:30 P.M. MONDAY THROUGH FRIDAY, EXCEPT ONHOLIDAYS RECOGNIZED BY THE COUNTY OF KAUA'I, UNLESS OTHERWISEPERMITTED IN WRITING BY THE COUNTY ENGINEER.F. DURING NON-WORKING HOURS, ALL TRENCHES SHALL BE COVERED WITH ASAFE NON-SKID BRIDGING MATERIAL.G. NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISESTORED WITHIN COUNTY RIGHT-OF-WAY EXCEPT AT LOCATIONSDESIGNATED IN WRITING AND APPROVED BY THE COUNTY ENGINEER.H. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO OFFER THELEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC ANDSHALL HAVE UNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OFWORK THAT CAN BE EXECUTED PROPERLY WITH DUE REGARD TO THERIGHTS 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 NECESSARYSAFETY PRECAUTIONS SHALL BE TAKEN TO ENSURE PEDESTRIANS AREPROTECTED FROM CONSTRUCTION OPERATIONS AND CONSTRUCTION.J. ALL EXISTING DRAINAGE FLOW CONDITIONS SHALL BE MAINTAINED.4. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEERFOR QUALITY CONTROL. CERTIFICATION FROM THE GEOTECHNICAL ENGINEERSHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS AT THECOMPLETION OF THE CONSTRUCTION WORK. THE GEOTECHNICAL ENGINEER SHALLCERTIFY THAT THE CONSTRUCTION WORK MEETS THE "STANDARDSPECIFICATIONS". THE GEOTECHNICAL ENGINEER SHALL ALSO SUBMIT TESTRESULTS AS REQUESTED BY THE DEPARTMENT OF PUBLIC WORKS.5. THE CONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETING WITH THECONSTRUCTION - DESIGN SECTIONS OF THE DEPARTMENT OF PUBLIC WORKSBEFORE COMMENCING ANY WORK.TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION2 6.ALL SHOULDERS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED INACCORDANCE WITH COUNTY OF KAUA'I, “HAWAI'I STANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS.7. PROVIDE SMOOTH RIDING CONNECTION TO ALL EXISTING A.C. PAVEMENT ANDDRIVEWAYS.8. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL TRAFFIC SIGNS, POSTS ANDPAVEMENT MARKINGS DISTURBED DURING CONSTRUCTION.9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PRESERVEBENCHMARKS (SURVEY MONUMENTS) WHENEVER THE CENTER OF A SURVEYMONUMENT IS LESS THAN THREE (3) FEET FROM THE EDGE OF CONSTRUCTION.THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REFERENCE THELOCATION OF SAID SURVEY MONUMENT.10. BENCHMARKS THAT ARE DISTURBED OR DESTROYED SHALL BE RESTOREDUNDER A LICENSED SURVEYOR'S DIRECTION. COPIES OF FIELD NOTES,DESCRIPTIONS AND NEW VALUES OF THE NEW BENCHMARK SHALL BE SENT TOTHE DEPARTMENT OF PUBLIC WORKS SURVEY SECTION FOR REVIEW ANDAPPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.PHASE 1: REMOVAL OF EXISTING WALKWAYTHE CONTRACTOR SHALL REMOVE THE ENTIRETY OF THE EXISTING ELEVATEDCONCRETE WALKWAY ON THE SOUTH (MAKAI) SIDE OF THE BRIDGE. THEEXISTING STEEL RAILING SHALL BE REMOVED AND REPLACED WITH ALUMINUMRAILINGS DURING RECONSTRUCTION PHASE OF THE WALKWAY. REFER TOSHEETS 24 (S7.1) AND 25 (S7.2) FOR DETAILS.PHASE 2: REMOVAL OF EXISTING ASPHALT OVERLAYREMOVE THE EXISTING ASPHALT OVERLAY AND BASE COURSE MATERIAL TOREVEAL THE EXISTING CONCRETE DECK. THE CONTRACTOR SHALL PAY CAREFULATTENTION TO AN EXISTING WATERLINE ON THE NORTH (MAUKA) SIDE OF THEDECK. THE EXISTING DRAIN HOLES ON THE NORTH (MAUKA) SIDE SHALL BEPLUGGED. REFER TO SHEET 23 (S6.1) FOR MORE DETAILS. THIS PHASE ISINTENDED TO REMOVE ADDITIONAL DEAD LOAD OF THE STRUCTURE TO LESSENTHE STRESS ON THE STRUCTURE DURING REPAIRS IN PHASE 3.PHASE 3A: MINOR DEFECTS REPAIRREPAIR THE "SMALLER" SPALL REPAIRS FIRST. ANY SPALL LESS THAN 3' INLENGTH, WIDTH, HEIGHT SHALL BE REPAIRED FIRST. REFER TO SHEETS 12(S2.1) TO 21 (S4.4) FOR LIST OF DEFECT DIMENSIONS AND SHEET 30 (S8.3) FORDETAILS ON REPAIR TYPE.PHASE 3B: MAJOR DEFECT REPAIRSREPAIR THE "LARGER" SPALL REPAIRS SECOND. ANY SPALLS GREATER THAN 3'IN LENGTH, WIDTH, OR HEIGHT SHALL BE REPAIRED LAST. REFER TO SHEETS12 (S2.1) TO 21 (S4.4) FOR LIST OF DEFECT DIMENSIONS AND SHEET 30 (S8.3)FOR DETAILS ON REPAIR TYPE. PRIOR TO REMOVAL OF DAMAGED CONCRETE,NOTIFY THE ENGINEER OF ANY REPAIRS ANTICIPATED TO BE GREATER THAN 8'IN LENGTH (MEASURED ALONG THE GIRDER) OR 4' IN HEIGHT.PHASE 3C: SPALL REPAIRS TO PARAPET AND CONCRETE DECKREPAIR ALL SPALLS AND CRACKS TO THE ABOVE DECK PORTIONS OF THEBRIDGE. REFER TO SHEETS 12 (S2.1) TO 21 (S4.4) FOR LIST OF DEFECTDIMENSIONS AND SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE.PHASE 4: CONSTRUCTION OF NEW CONCRETE DECKONCE ALL OF THE CONCRETE REPAIRS HAVE BEEN COMPLETED, CONTRACTORSHALL CONSTRUCT THE NEW CONCRETE DECK. THE SURFACE OF THE EXISTINGCONCRETE SHALL BE CLEANED, OF DIRT, DEBRIS, OILS AND POTENTIAL BONDINGINHIBITORS PRIOR TO CONSTRUCTION OF THE NEW CONCRETE DECK. NEW DECKDRAINS SHALL BE INSTALLED ON THE SOUTH (MAKAI) SIDE OF THE BRIDGE.REFER TO SHEET 23 (S6.1) FOR MORE DETAILS.PHASE 5: REPAIR AND INSTALLATION OF NEW CONCRETE WALKWAYONCE THE CONCRETE DECK IS INSTALLED AND PROPER CURE TIME IS ALLOWED,THE ELEVATED WALKWAY CAN BE REINSTALLED. ANY EXISTING SPALLS ON THESTAIRWAY SHALL BE REPAIRED, NEW RAISED STEPS CAST, AND THE TOP OFTHE SOUTH (MAKAI) PARAPET SHALL BE REPAIRED AND PREPPED FOR THEWALKWAY PRECAST SECTIONS. REFER TO SHEETS 22 (S5.1) FOR STAIR REPAIRS.THE NEW CONCRETE WALKWAY SHALL BE FABRICATED AND CONSTRUCTEDACCORDING TO SHEETS 24 (S7.1) TO 27 (S7.4).PHASE 6: NEW A/C OVERLAYTHE NEW DECK AND EXISTING WATERLINE SHALL BE PAVED OVER WITH STATEPMA MIX IV A/C OVERLAY WITH A 2% GRADE AND A MINIMUM COVERAGE OVERTHE WATERLINE PIPE OF 2". REFER TO SHEET 23 (S6.1) FOR DETAILS. EXISTINGDELINEATORS SHALL BE REMOVED AND REPLACED WITH RUMBLE STRIPS 5'FROM THE SOUTH PARAPET. WHITE PAVEMENT MARKINGS SHALL BE PAINTEDRIGHT ALONG THE NEW RUMBLE STRIPS. REFER TO SHEET 10 (T0.3) FORDETAILS.PHASE 7: PAINTINGONCE ALL THE REPAIRS AND PAVEMENT INSTALLATION IS COMPLETED,CONTRACTOR SHALL PAINT THE INTERIOR, TOP, AND END FACES OF THEPARAPET TO MATCH EXIST BRIDGE PARAPET COLOR. THE TOP OF THE EASTSTAIRS SHALL BE PAINTED TO MATCH EXIST COLOR. THE EXTERIOR FACES OFTHE PARAPET AND TOP OF WEST STAIRS SHALL NOT BE PAINTED. REFER TOSHEET 11 (S1.1) FOR LOCATIONS.1. CONTRACTOR TO TEST EXISTING PAINT FOR LEAD OR OTHER HARMFULSUBSTANCES. IN THE EVENT THAT LEAD OR OTHER HARMFUL SUBSTANCES AREPRESENT, CONTRACTOR TO NOTIFY ENGINEER, PROVIDE ABATEMENT PLAN, ANDCOMPLY WITH ALL STATE OF HAWAI'I ENVIRONMENTAL AND SAFETY REGULATIONS.2. PAINT AND OTHER COATINGS SHALL MATCH THE EXISTING COLOR AND FINISH OFTHE SURROUNDING STRUCTURE. PAINT AND OTHER COATINGS SHALL BE SUITABLEFOR THE ENVIRONMENT AND SHALL BE UV RESISTANT TO PREVENT FADING OFNEW PAINT COMPARED TO EXISTING PAINT. SUBMIT PROPOSED PAINT/COATINGSYSTEM FOR APPROVAL BY THE ENGINEER. CONTRACTOR TO SUBMIT EXISTINGAND PROPOSED PAINT SAMPLES FOR APPROVAL BY THE ENGINEER PRIOR TOPAINTING.3. REPAIRED SURFACES WILL BE COATED AS SPECIFIED ON SHEET S8.1. ALL OTHERSURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS. BASE COATS AND/OR PRIMERS SHALL BE IN ACCORDANCEWITH THE MANUFACTURERS RECOMMENDATIONS. PAINT PRODUCT TO BE SUITABLEFOR USE ON PROTECTIVE COATING, EXISTING PAINT, AND/OR BARE CONCRETE.4. FEATHER ALL NEWLY PAINTED SURFACES INTO EXISTING PAINTED SURFACES TOPREVENT SHARP LINES.5. PAINT COATING THICKNESS AND FINAL DRY FILM THICKNESS SHALL BE INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.NOTES FOR PAINTING CONCRETE SURFACESGENERAL CONSTRUCTION PHASESNOTES FOR CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY (CONT.)1. SHOULD HISTORIC REMAINS SUCH AS ARTIFACTS, BURIALS, CONCENTRATIONOF SHELL OR CHARCOAL BE ENCOUNTERED DURING CONSTRUCTIONACTIVITIES, WORK SHALL CEASE IMMEDIATELY IN THE IMMEDIATE VICINITYOF THE FIND AND THE FIND SHALL BE PROTECTED FROM FURTHER DAMAGEUNTIL A QUALIFIED ARCHAEOLOGIST CAN ASSESS THE NATURE ANDSIGNIFICANCE OF THE FIND. THE CONTRACTOR SHALL CORDON OFF THE AREAAND IMMEDIATELY NOTIFY THE PLANNING DEPARTMENT AT (808) 241-4050AND THE STATE HISTORIC PRESERVATION DIVISION AT (808) 692-8015,WHICH WILL ASSESS THE SIGNIFICANCE OF THE FIND AND RECOMMEND THEAPPROPRIATE MITIGATION MEASURES, IF NECESSARY.2. IF PREVIOUSLY UNIDENTIFIED NON-BURIAL HISTORIC PROPERTIES, ORUNANTICIPATED EFFECTS ARE DISCOVERED, HAWAII ADMINISTRATIVE RULES(HAR) CHAPTER 13-280 "RULES GOVERNING GENERAL PROCEDURES FORINADVERTENT DISCOVERIES OF HISTORIC PROPERTIES DURING A PROJECTCOVERED BY THE HISTORIC PRESERVATION REVIEW PROCESS" SHALL BEFOLLOWED.HISTORICAL PRESERVATION NOTES3. IF HUMAN REMAINS ARE DISCOVERED, HAWAII ADMINISTRATIVE RULES TITLE13, SUBTITLE 13, CHAPTER 300 STATES THAT FURTHER DISTURBANCES ANDACTIVITIES SHALL CEASE IN ANY AREA OR NEARBY AREA SUSPECTED TOOVERLIE REMAINS, AND THE STATE HISTORIC PRESERVATION DIVISION(SHPD) AND THE POLICE DEPARTMENT WILL BE CONTACTED. THEAPPROPRIATE PROCESS WILL THEN PROCEED IN CONFORMANCE WITH HAWAIIADMINISTRATIVE RULES CHAPTER 13-300 SUBCHAPTER 4 "PROCEDURES FORPROPERTY TREATMENT OF BURIAL SITES AND HUMAN SKELETAL REMAINS."1. GENERAL:A. THE CONTRACTOR IS REMINDED OF THE REQUIREMENTS OF SECTION 209-WATER POLLUTION AND EROSION CONTROL AND SECTION 620 -DUSTCONTROL IN THE “HAWAI'I STANDARD SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS. SECTION 209DESCRIBES BUT IS NOT LIMITED TO: SUBMITTAL REQUIREMENTS;SCHEDULING OF A WATER POLLUTION AND EROSION CONTROL CONFERENCEWITH THE COUNTY ENGINEER; CONSTRUCTION REQUIREMENTS; METHOD OFMEASUREMENT; AND BASIS OF PAYMENT. NO WORK SHALL COMMENCEWITHOUT A BMP PLAN APPROVED BY THE DEPARTMENT OF HEALTH.B. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE “INTERIM BESTMANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION SITE FOR COUNTY OFKAUA'I” APRIL 2004 IN DEVELOPING, INSTALLING AND MAINTAINING THE BEST MANAGEMENT PRACTICES (BMP'S) FOR THE PROJECT. THE CONTRACTOR MAY SUBMIT ALTERNATE METHODS TO THE COUNTY FOR ACCEPTANCE.C. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED BMP PLAN, NOI,ETC. ON THE PROJECT SITE. THE BMP PLAN SHALL BE UPDATED TOREFLECT ANY CHANGES MADE DURING THE COURSE OF CONSTRUCTION FORTHE DURATION OF THE PROJECT.D. THE ENGINEER MAY ASSESS LIQUIDATED DAMAGES OF UP TO $27,500 FORNONCOMPLIANCE OF EACH BMP REQUIREMENT AND EACH REQUIREMENTSTATED IN SECTION 209, FOR EVERY DAY OF NONCOMPLIANCE. THERE ISNO MAXIMUM LIMIT ON THE AMOUNT ASSESSED PER DAY.E. THE ENGINEER WILL DEDUCT THE COST FROM THE PROGRESS PAYMENTFOR ALL CITATIONS RECEIVED BY THE DEPARTMENT FOR NON-COMPLIANCE,OR THE CONTRACTOR/OWNER SHALL REIMBURSE THE STATE AND/ORCOUNTY FOR THE FULL AMOUNT OF THE OUTSTANDING COST INCURRED BYTHE STATE AND/OR COUNTY.F. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND PROVIDE PHOTODOCUMENTATION OF ANY OCCURRENCE WHERE ABOVE-AVERAGE AMOUNTSOF SEDIMENT OR POLLUTION HAS ENTERED THE STREAM TO ASSESS THEIMPACT, IF ANY.2. WASTE DISPOSAL:A. WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE COLLECTED ANDSTORED IN A SECURELY LIDDED METAL DUMPSTER THAT DOES NOT LEAK.THE DUMPSTER SHALL MEET ALL LOCAL AND STATE SOLID WASTEMANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROMTHE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTERSHALL BE EMPTIED A MINIMUM OF TWICE PER WEEK OR AS OFTEN AS ISDEEMED NECESSARY. NO CONSTRUCTION WASTE MATERIAL SHALL BEBURIED ONSITE. THE CONTRACTOR'S SUPERVISORY PERSONNEL SHALL BEINSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL.NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE OFFICETRAILER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THATTHESE PROCEDURES ARE FOLLOWED.WATER POLLUTION AND EROSION CONTROL NOTESTOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION3 B.HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIAL SHALL BEDISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONSOR BY THE MANUFACTURER. THE CONTRACTOR'S SITE PERSONNEL SHALL BEINSTRUCTED IN THESE PRACTICES AND SHALL BE RESPONSIBLE FORSEEING THAT THESE PRACTICES ARE FOLLOWED.C. SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THEPORTABLE UNITS 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 ORGREATER.B. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. IF REPAIRIS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS AFTER THEINSPECTION.C. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HASREACHED ONE-THIRD THE HEIGHT OF THE FENCE.b. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) SHALL BERETAINED AND MADE AVAILABL TO THE COUNTY ENGINEER UPON REQUEST.c. SURPLUS PRODUCTS SHALL BE DISPOSED OF ACCORDING TOMANUFACTURER'S INSTRUCTIONS OR LOCAL AND STATE RECOMMENDEDREGULATIONS.C. ONSITE AND OFFSITE PRODUCTS SPECIFIC PLANS:THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BE FOLLOWED ONSITE:a. PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALL BEMONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCETO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BESTORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED.ANY ASPHALT SUBSTANCES USED ONSITE SHALL BE APPLIED ACCORDINGTO THE MANUFACTURER'S RECOMMENDATION.b. FERTILIZERS: APPLY FERTILIZER ONLY IN THE MINIMUM AMOUNTSRECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, WORK FERTILIZER INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE KEPT IN A COVERED SHED. TRANSFER THE CONTENTSOF ANY PARTIALLY USED BAGS OF FERTILIZER TO A SEALABLE PLASTIC BIN TO AVOID SPILLS.c. PAINTS: SEAL AND STORE ALL CONTAINERS WHEN NOT REQUIRED FORUSE. DO NOT DISCHARGE EXCESS PAINT TO THE ROADWAY DRAINAGESYSTEM. DISPOSE OF PROPERLY ACCORDING TO MANUFACTURER'SINSTRUCTIONS OR STATE AND LOCAL REGULATIONS.d. CONCRETE TRUCKS: WASH OUT OR DISCHARGE CONCRETE TRUCK DRUMWASH WATER ONLY AT A DESIGNATED SITE. DO NOT DISCHARGE WATER INROADWAY DRAINAGE SYSTEM OR WATERS OF THE UNITED STATES.CONTACT DRINKING WATER BRANCH, DEPARTMENT OF HEALTH AT (808)586-4258 TO RECEIVE PERMISSION TO DESIGNATE A DISPOSAL SITE.CLEAN DISPOSAL SITE AS REQUIRED OR AS REQUESTED BY THE OWNER'SREPRESENTATIVE.D. SITE-SPECIFIC BMP REQUIREMENTS:a. EACH BMP BELOW IS REFERENCED TO THE CORRESPONDING SECTION OFTHE CURRENT HDOT CONSTRUCTION BEST MANAGEMENT PRACTICES FIELDMANUAL AND APPROPRIATE SUPPLEMENTAL SHEETS. THE MANUAL MAY BEOBTAINED FROM THE HDOT STATEWIDE STORMWATER MANAGEMENT PROGRAM WEBSITE AT http://www.stormwaterhawaii.com/resources/contractors-and-consultants/ UNDER CONSTRUCTION BEST MANAGEMENT PRACTICES FIELD MANUAL. SUPPLEMENTAL BMP SHEETS ARE LOCATED AThttp://www.stormwaterhawaii.com/resources/contractors-and-consultants/storm-water-pollution-prevention-plan-swppp/ UNDER CONCRETE CURING AND IRRIGATION WATER.c. ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT,ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IFPOSSIBLE UNDER A ROOF OR OTHER 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 OFTHE CONTAINER.g. MANUFACTURER'S RECOMMENDATION FOR PROPER USE AND DISPOSALSHALL BE FOLLOWED.h. THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TO ENSUREPROPER USE AND DISPOSAL OF MATERIALS ONSITE.B. HAZARDOUS MATERIAL POLLUTION PREVENTION PLAN:a. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESSTHEY ARE NOT RESEALABLE.WATER POLLUTION AND EROSION CONTROL NOTES (CONTINUED)D. SILT SCREEN OF FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT,TEARS, TO VERIFY THAT THE FABRIC FENCE IS SECURELY ATTACHED TOTHE FENCE POST OR CONCRETE SLAB AND TO VERIFY THAT THE FENCEPOST ARE FIRMLY IN THE GROUND.E. TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BE INSPECTEDFOR BARE 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 WHOSHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIRACTIVITIES AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT.H. PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCERESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE CONTRACTOR.THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCEPRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENTCONTROLS USED ONSITE IN GOOD WORKING ORDER.I. ALL SLOPES AND EXPOSED AREAS SHALL BE GRASSED AS FINAL GRADESHAVE BEEN ESTABLISHED. GRADING TO FINAL GRADE SHALL BECONTINUOUS, AND ANY AREA IN WHICH WORK HAS BEEN INTERRUPTED ORDELAYED OR EXPOSED FOR MORE THAN 15 DAYS SHALL BE GRASSED INORDER TO PREVENT DUST EMISSION, EROSION AND SILT RUNOFF. AREASWITH IMPORTED SOILS SHALL BE GRASSED NOT MORE THAN 5 WORKINGDAYS AFTER THE FINAL GRADES HAVE BEEN ESTABLISHED.J. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFOREPERMANENT EROSION 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 AREEXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION. OTHERMATERIALS AND SUBSTANCES NOT LISTED BELOW SHALL BE ADDED TOTHE INVENTORY OF THE CONSTRUCTION CONTRACTOR'S SITE-SPECIFICBMP PLAN.CONCRETEDETERGENTSPAINTS (ENAMEL & LATEX)METAL STUDSTARb. MATERIAL MANAGEMENT SHALL BE USED TO REDUCE THE RISK OFSPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS ANDSUBSTANCES TO STORM WATER RUNOFF. AN EFFORT SHALL BE MADETO STORE ONLY ENOUGH PRODUCT AS IS REQUIRED TO DO THE JOB.FERTILIZERSPETROLEUM BASEDPRODUCTSCLEANING SOLVENTSWOODMASONRY BLOCKTHE REQUIREMENTS FOR WATER POLLUTION, DUST, AND EROSION CONTROLSUBMITTALS ARE INCLUDED IN SECTION 209 OF THE HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED 2005 ANDAPPLICABLE SPECIAL PROVISIONS. A LIST OF POLLUTANT SOURCES AND CORRESPONDING BMP USED TO MITIGATE THE POLLUTANTS ARE INCLUDEDIN SECTION 209 OF THE SPECIAL PROVISIONS UNDER APPENDIX A.FOLLOW THE REQUIREMENTS BELOW:1. PROTECT ALL DRAINAGE INLETS RECEIVING RUNOFF FROM DISTURBED AREAS (SC-1).2. CONTAIN ON-SITE RUNOFF USING PERIMETER SEDIMENT CONTROLSa. SC-7 SILT FENCE OR FILTER FABRIC FENCEb. SC-2 VEGETATED FILTER STRIPS AND BUFFERSc. SC-6 COMPOST FILTER BERM/SOCKd. SC-8 SANDBAG BARRIERe. SC-9 BRUSH OR ROCK FILTER3. CONTROL OFFSITE RUNOFF FROM ENTERING CONSTRUCTION AREAa. EC-3 RUN-ON DIVERSIONb. EC-6 EARTH DIKE, SWALES, AND DITCHES4. INCORPORATE APPLICABLE SITE MANAGEMENT BMPa. SM-1 EMPLOYEE TRAININGb. SM-2 MATERIAL STORAGE AND HANDLINGc. SM-3 STOCKPILE MANAGEMENTd. SM-6 SOLID WASTE MANAGEMENTe. SM-7 SANITARY WASTE MANAGEMENTf. SM-9 HAZARDOUS MATERIALS AND WASTE MANAGEMENTg. SM-10 SPILL PREVENTION AND CONTROLh. SM-11 VEHICLE AND EQUIPMENT CLEANINGi. SM-12 VEHICLE AND EQUIPMENT MAINTENANCEj. SM-13 VEHICLE AND EQUIPMENT REFUELINGk. SM-14 SCHEDULINGl. SM-15 LOCATION OF POTENTIAL SOURCES OF SEDIMENTm. SM-16 STAGING AREAn. SM-17 PRESERVATION OF EXISTING VEGETATIONo. SM-19 DUST CONTROL5. CONTAIN POLLUTANTS WITHIN THE CONSTRUCTION STAGING/STORAGEAREA BMP WITH APPLICABLE PERIMETER SEDIMENT CONTROLS ANDSITE MANAGEMENT BMP.6. MANAGE CONCRETE WASTE INCLUDING INSTALLING A CONCRETE WASHOUT AREA (SM-4) AND PROPERLY DISPOSING OF CONCRETE CURING WATER (CALIFORNIA STORMWATER BMP HANDBOOK NS-12 CONCRETE CURING).7. REMOVE SAW CUT SLURRY AND HYDRODEMOLITION WATER FROM THESITE BY VACUUMING. PROVIDE STORM DRAIN PROTECTION AND/OR PERIMETER SEDIMENT CONTROLS DURING SAW CUTTING AND HYDRODEMOLITION WORK.TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION4 WATER POLLUTION AND EROSION CONTROL NOTES (CONTINUED)E.SPILL CONTROL PLAN:a. POST A SPILL PREVENTION PLAN TO INCLUDE MEASURES TO PREVENTAND CLEAN UP EACH SPILL.b. THE CONTRACTOR SHALL BE THE SPILL PREVENTION AND CLEANUPCOORDINATOR. DESIGNATE AT LEAST THREE SITE PERSONNEL WHO SHALL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. POST THE NAMES OF RESPONSIBLE SPILL PERSONNEL IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ONSITE.c. CLEARLY POST MANUFACTURER'S RECOMMENDED METHODS FOR SPILLCLEANUP. MAKE SITE PERSONNEL AWARE OF THE PROCEDURES AND THE LOCATION OF INFORMATION AND CLEANUP SUPPLIES.d. KEEP MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP INTHE MATERIAL 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 CONTACT WITH HAZARDOUS SUBSTANCES.g. REPORT SPILLS OF TOXIC HAZARDOUS MATERIALS TO THE APPROPRIATESTATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.5. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS:A. PERMIT REQUIREMENTS:1. DISTURBED AREAS DUE TO CONSTRUCTION ACTIVITIES ARE ESTIMATEDTO BE LESS THAN 0.5 ACRES FOR THIS PROJECT. A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) ERMIT FOR CONSTRUCTION ACTIVITIES IS NOT REQUIRED FOR THIS PROJECT. IFTHE CONTRACTOR REQUIRES EXTRA LAND DISTURBANCE, INCLUDINGADDITIONAL STAGING AND STORAGE AREAS OUTSIDE OF THOSE PROVIDED, THAT WOULD REQUIRE COVERAGE BY AN NPDES PERMITTHE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED NPDES CONSTRUCTION ACTIVITIES PERMIT TO COVER THISADDITIONAL DISTURBED AREA. SEE HAWAII ADMINISTRATIVE RULESCHAPTER 11-55, APPENDIX C FOR DEFINITION OF LAND DISTURBANCE.TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION5 TEMPORARY DUST CONTROL MEASURES FOR GRADING 1. THE GRADED OR PROJECT SITE THAT IS CLEARED OF VEGETATION SHALL BE KEPT DAMP WITH WATER CONTINUOUSLY FOR SEVEN (7) DAYS A WEEK. AT THE END OF EACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED WITH WATER ON A CONTINUAL 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 A CONTINUAL 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. THE DUST CONTROL MEASURES SHALL CONTAIN POSITIVE STATEMENTS WHICH REQUIRE ACTIONS OR WORK THAT PREVENT DUST PROBLEMS. NO PERMITS WILL BE ISSUED UNLESS THE COUNTY IS ASSURED THAT DUST PROBLEMS WILL BE MINIMIZED. TEMPORARY EROSION CONTROL MEASURES FOR GRADING 1. TEMPORARY VEGETATIVE COVER SHALL BE PLANTED WITHIN A PERIOD OF 30 CALENDAR DAYS AFTER THE SITE HAS BEEN GRADED OR BARED OF VEGETATION OR IF THE SITE WILL BE SUSPENDED FOR MORE THAN 30 CALENDAR DAYS. 2. TEMPORARY VEGETATIVE COVER SHALL CONSIST OF 40 LBS. COMMON RYE GRASS SEED PER ACRE, 400 LBS. PER ACRE 10-10-10 OR EQUIVALENT FERTILIZER WORKED INTO THE SEED BED BEFORE PLANTING. TEMPORARY SPRINKLER SYSTEM IS TO BE INSTALLED CONCURRENTLY WITH ALL PLANTINGS AND MAINTENANCE OF GRASS SHALL CONFORM TO THE “HAWAI'I STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS. PERMANENT EROSION CONTROL MEASURES FOR GRADING 1. THE CONTRACTOR SHALL GRASS THE ENTIRE PROJECT SITE, EXCEPT PAVED AREAS WITH BERMUDA GRASS SPRIGS. THE GRASS SHALL BE PLANTED, FERTILIZED, AND MAINTAINED IN ACCORDANCE WITH THE “HAWAI'I STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS. 2. THE CONTRACTOR SHALL GRASS ALL EXPOSED AREAS THAT HAVE BEEN CONSTRUCTED TO FINAL GRADES WITHIN A PERIOD OF 30 CALENDAR DAYS. 3. IN LIEU OF GRASS SPRIGS (NOTE 1), THE CONTRACTOR MAY USE HYDROMULCH WITH SEEDINGS AND IRRIGATION SPRINKLER SYSTEM. GRADING PHASES 1. WHEN GRADING WORK IS DONE IN PHASES, THE ENGINEER MUST ACCEPT THE COMPLETED PHASE PRIOR TO START OF WORK ON THE NEXT PHASE. EVEN AFTER A COMPLETED PHASE HAS BEEN ACCEPTED, THE GRASSING OR OTHER MEANS OF STABILIZATION MUST BE MAINTAINED UNTIL PROJECT COMPLETION. 1. IN ACCORDANCE WITH CHAPTER 11-60.1, AIR POLLUTION CONTROL, TITLE 11, HAWAI'I ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EFFECTIVE CONTROL MEASURES ARE PROVIDED TO MINIMIZE OR PREVENT ANY VISIBLE DUST EMISSION CAUSED BY THE CONSTRUCTION WORK FROM IMPACTING THE SURROUNDING AREAS INCLUDING THE OFF-SITE ROADWAYS USED TO ENTER/EXIT THE PROJECT. THESE MEASURES INCLUDE BUT ARE NOT LIMITED TO THE USE OF WATER WAGONS, SPRINKLER SYSTEM, DUST FENCES, ETC. 2. IN ACCORDANCE WITH CHAPTER 11-55, WATER POLLUTION CONTROL AND CHAPTER 11-54, WATER QUALITY STANDARDS, TITLE 11, HAWAI'I ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE BEST MANAGEMENT PRACTICES (BMP) TO MINIMIZE OR PREVENT THE DISCHARGE OF SEDIMENTS, DEBRIS AND OTHER WATER POLLUTANTS INTO STATE WATERS IS PROVIDED AT ALL TIMES. 3. IN ACCORDANCE WITH CHAPTER 11-58, SOLID WASTE MANAGEMENT CONTROL, TITLE 11, HAWAI'I ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT GRUB MATERIAL, DEMOLITION WASTE AND CONSTRUCTION WASTE GENERATED BY THE PROJECT ARE DISPOSED OF IN A MANNER 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 ALL APPLICABLE PERMITS FROM THE DEPARTMENT OF HEALTH INCLUDING BUT NOT LIMITED TO NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), NOTICE OF INTENT AND GENERAL PERMIT FOR STORM WATER, HYDROSTATIC TEST AND DEWATERING DISCHARGES PRIOR TO COMMENCING CONSTRUCTION. NPDES PERMIT SHALL BE REQUIRED PRIOR TO GRADING OR GRUBBING WORK OVER AN AREA OF ONE ACRE OR MORE. AN NPDES PERMIT IS NOT REQUIRED FOR THIS WORK. 5. AFTER EACH RAINFALL EVENT, THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING FROM THE WORK AND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS AND OTHER AREAS. THE COST INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THE CONTRACTOR. 6. BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED AT ALL TIMES TO THE MAXIMUM EXTENT PRACTICABLE TO PREVENT DAMAGE BY SEDIMENTATION, EROSION OR DUST TO STREAMS, WATER COURSES, NATURAL AREAS AND THE PROPERTY OF OTHERS. 7. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS FOR ALL PROJECTS WHICH WILL DISTURB ONE (1) ACRE OR MORE OF LAND. THE CONTRACTOR SHALL NOT START CONSTRUCTION UNTIL NOTICE OF GENERAL PERMIT COVERAGE (NGPC) IS RECEIVED FROM THE DEPARTMENT OF HEALTH, STATE OF HAWAI'I AND HAS SATISFIED ANY OTHER PERMITTING REQUIREMENTS OF THE NPDES PERMIT PROGRAM. AN NPDES PERMIT IS NOT REQUIRED FOR THIS WORK. 8. IN ACCORDANCE WITH CHAPTER 11-46, COMMUNITY NOISE CONTROL, TITLE 11, HAWAI'I ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE CONTROL MEASURES TO MINIMIZE OR PREVENT CONSTRUCTION RELATED NOISE FROM IMPACTING THE RESIDENTS IN THE IMMEDIATE AREA. IF REQUIRED, NOISE REDUCTION MEASURES SHALL BE IMPLEMENTED BY THE CONTRACTOR DURING THE CONSTRUCTION WORK. 9. THE PROPERTY MAY HARBOR RODENTS WHICH WILL BE DISPERSED TO THE SURROUNDING AREAS WHEN THE SITE IS CLEARED. IN ACCORDANCE WITH CHAPTER 11-26, VECTOR CONTROL, TITLE 11, HAWAI'I ADMINISTRATIVE RULES, THE CONTRACTOR SHALL ASCERTAIN THE PRESENCE OR ABSENCE OF RODENTS ON THE PROPERTY. SHOULD THE PRESENCE OF RODENTS BE DETERMINED, THE CONTRACTOR SHALL ERADICATE THE RODENTS PRIOR TO CLEARING THE SITE. 10. A COPY OF THE PLANS, CONSTRUCTION SCHEDULE AND/OR WRITTEN MEASURES THAT ARE REQUIRED TO BE SUBMITTED BY THE CONTRACTOR (DUST CONTROL MEASURES/PLANS) SHOULD ALSO BE SENT TO THE DEPARTMENT OF HEALTH FOR MONITORING PURPOSES. 11. CONTRACTOR SHALL AVOID CONTACT WITH ANY PROTECTED SPECIES OBSERVED IN CLOSE PROXIMITY TO THE REPAIR ACTIVITIES. CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO AVOID DISTURBANCE TO THE REGULAR BEHAVIOR AND ACTIVITIES OF THE ANIMAL. ANY INTERACTION BETWEEN A PROTECTED SPECIES AND THE REPAIR ACTIVITIES SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. 1. 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. (STATE PMA MIX IV) LAYER UNLESS OTHERWISE NOTED IN THE PLANS. THE MILLED AREA SHALL BE PREPARED BY REMOVING ALL DIRT AND DEBRIS, OILS, AND ANY POTENTIAL BONDING INHIBITORS. A TACK COAT AND A LAYER OF TENSAR RAPID REPAIR PG100 OR APPROVED EQUAL SHALL BE APPLIED BEFORE PLACING THE ASPHALT OVERLAY. 2. ALL EXISTING PAVEMENT STRIPING DISTURBED BY THIS PROJECT SHALL BE RESTORED. THE STRIPING MATERIALS SHALL BE THERMOPLASTIC TAPE OR THERMOPLASTIC EXTRUSION. PAINTING IS NOT ACCEPTABLE. 3. THE LIMITS OF ROAD RESTORATION WORK MAY BE REVISED BY THE ENGINEERING DIVISION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS DURING PROCESSING OF ROAD PERMITS FOR THIS PROJECT. PAVEMENT RESTORATION NOTES SUMMARY OF ESTIMATED QUANTITIES ITEM NO.CONTRACT ITEM QUANTITY UNIT 201.01 CLEARING AND GRUBBING 1315 S.Y. 202.01 REMOVAL AND DISPOSAL OF ASPHALT, BASE COURSE, AND EXISTING DELINEATORS 475 S.Y. 503.01 CONCRETE AND EXPOSED REBAR REPAIR 765 S.F. 503.02 CRACK INJECTION REPAIR 100 L.F. 604.01 DRAINAGE / SCUPPER REPAIRS 15 EA 608.01 PRECAST SLABS FOR NEW ELEVATED PEDESTRIAN WALKWAY 1 L.S. 632.01 TYPE III OBJECT MARKER 2 EA 699.10 MOBILIZATION 1 L.S. 401.01 STATE PMA PAVEMENT MIX NO. IV 170 TON 209.01 INSTALLATION, MAINTENANCE, MONITORING, AND REMOVAL OF BMP1 L.S. 202.02 REMOVAL OF EXISTING ELEVATED PEDESTRIAN WALKWAY 1 L.S. 501.01 ALUMINUM BRACKETS FOR NEW ELEVATED PEDESTRIAN WALKWAY 1 L.S. 503.03 PAINTING ON CONCRETE PARAPETS 1931 S.F. 503.04 NEW REINFORCED CONCRETE DECK 380 S.Y. 507.01 ALUMINUM RAILINGS FOR NEW ELEVATED PEDESTRIAN WALKWAY 1 L.S. 632.02 NEW LANE SEPARATORS 43 EA 645.01 TRAFFIC CONTROL 1 L.S. 648.01 FIELD-POSTED DRAWINGS 1 L.S. 412.01 PAVING FABRIC 475 S.Y. ABBREVIATIONS EXIST REINFORCED OR REINFORCING £ BOT BTWN ¡ CJ CLR CONC CONT DBL DIA DWG EA E.F. ELEV EQ E.W. EXT FIN FIX FT FTG BASELINE BOTTOM BETWEEN CENTERLINE CONSTRUCTION JOINT CLEAR CONCRETE CONTINUOUS DOUBLE DIAMETER DRAWING EACH EACH FACE ELEVATION EQUAL EACH WAY EXISTING EXPANSION EXTERIOR FINISH FIXED FOOT OR FEET FOOTING GALVANIZED HORIZONTAL HIGH STRENGTH BOLT INSIDE DIAMETER MECHANICAL MINIMUM MISCELLANEOUS NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PLATE PREFABRICATED REFERENCE SIMILAR SPACE OR SPACING STAINLESS STEEL EXPN MAXIMUM D DEPTH FH FULL HEIGHT FL FULL LENGTH FULL WIDTH HEIGHT (VERTICAL DIRECTION) LENGTH (LONGITUDINAL DIRECTION OF BRIDGE) WIDTH (TRANSVERSE DIRECTION OF BRIDGE) GRADING NOTES ENVIRONMENTAL NOTES HORIZ N.T.S. PREFAB REINF HSB I.D. MAX MECH MIN MISC NO. OR # O.C. O.D. OPNG OPP PL OR ¢ REF SIM SP SS H L W GALV FW TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 6 Type text here SILT FENCE DETAILS1. REMOVE ACCUMULATED SEDIMENT WHEN THE DEPTH REACHES13 OF THE BARRIER HEIGHT.2. BIOSOCK MATERIAL AND COMPOST SHALL BE REMOVED AT THECOMPLETION OF CONSTRUCTION AND SHALL BE DISPOSED OFPROPERLY.3. NO STAKING IS REQUIRED FOR SLOPES < 4:1.4. COMPOST SHALL NOT CONTAIN BIOSOLIDS AND SHOULD BECONSISTENT WITH UNITED STATES ENVIRONMENTALPROTECTION AGENCY GUIDELINES.BIOSOCK COMPOST FILTER SOCK NOTES:1. CONTRACTOR SHALL EXTEND BIOSOCK OR SILT FENCE TOCOVER FULL LENGTH OF STORAGE/STAGING AREAS AT NOADDITIONAL COST TO THE COUNTY. BIOSOCKS SHOWN ONPLANS ARE MINIMUM.2. NO VEHICLES, EQUIPMENT OR MATERIAL SHALL BE STORED ORPARKED ON THE BRIDGE.3. PLACE AND TACK DOWN GEOTEXTILE FABRIC OVER SHEETPLASTIC AT STAGING AREA.4. PLACE DRIP PANS UNDER ALL VEHICLE AND EQUIPMENT.5. PROVIDE SPILL KITS AT ALL STAGING AREAS.6. SECURE AND PROVIDE SECONDARY CONTAINMENT FORPORTABLE TOILETS.7. NO WORK IS TO BE PERFORMED IN THE STREAM. CONTRACTORSHALL PROVIDE MEANS TO CAPTURE ANY POLLUTANTS ORMATERIALS FROM FALLING INTO THE STREAM OR CONTAIN FROMGOING DOWNSTREAM.8. CONTRACTOR SHALL SUBMIT PLAN FOR CAPTURING POLLUTANTSFOR REVIEW AND APPROVAL PRIOR TO BEGINNING WORK ABOVESTREAM.GENERAL NOTES:LIMIT OF WORKWORK AREA RUNOFFFLOWSECTIONPLAN9" DIAMETER BIOSOCKCOMPOST FILTER SOCKNOT TO SCALEFLOWFLOW6" MINIMUMOVERLAPGEOTEXTILEFILTER FABRIC2" X 2" WOOD STAKE3" MIN24"20"6'-0" MAXBURY BOTTOM OF GEOTEXTILEFILTER FABRIC IN 6" X 6"TRENCHGEOTEXTILEFILTER FABRIC2" X 2" WOOD STAKE6"FLOW24"20"3" MINLIMIT OF GRADINGNOT TO SCALEBACKFILL AND COMPACTTHE EXCAVATED SOIL INTHE TRENCHRUNOFFFLOWRUNOFFFLOWRUNOFFFLOW6"MINIMUMOVERLAP1" MINOVERLAP9" DIAMETER BIOSOCKCOMPOST FILTER SOCKBIOSOCK COMPOST FILTER SOCKDRAIN INLET PROTECTION DETAILNOT TO SCALE1. THE FILTER FABRIC SHALL BE A MINIMUM OF 36" WIDE.2. IF SILT FENCE IS OBTAINED FROM MANUFACTURER AS A PACKAGE(i.e. fabric attached to post) THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS SHALL BE ADHERED TO.SILT FENCE NOTES:BIOSOCK COMPOST FILTER SOCKPERIMETER CONTROL DETAIL9" DIAMETER BIOSOCKCOMPOST FILTER SOCKTOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION7 XX XXX X X X X X X 4+003+002+001+000+00F L O W TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATIONWORK AREA LIMIT0.21 ACRESLAYDOWN YARD #10.13 ACRESLAYDOWN YARD #2 (FOR WATER ACCESS)0.15 ACRESBIOSOCK OR SILT-CURTAIN AROUNDPERIMETER OF LAYDOWN YARDBIOSOCK OR SILT-CURTAIN AROUNDPERIMETER OF LAYDOWN YARD HANAPEPE RD8R/WR/WBEGIN PROJECTHANAPEPE BRIDGE REHABILITATIONPROJECT NO. BR-0545(1) HANAPEPE RD STA. 00+81.71END PROJECTEND HANAPEPE BRIDGE REHABILITATIONPROJECT NO. BR-0545(1) HANAPEPE RD STA. 03+75TRUE NORTHSCALE: 1" = 40' 4+003+002+001+000+005'-0"3+005'-0" TO EXTERIOR EDGEOF LANE SEPARATOR8'-512"AT LEAST 3'-0" SPACINGTOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION9CURRENT WEARING SURFACE TO BE REMOVEDAND REPLACED WITH A LAYER OF TENSAR RAPIDREPAIR PG100 AND A NEW HMA PAVEMENTOVERLAY WITH A MINIMUM 2% CROSS SLOPE.REFER TO SHEET 23 (S6.1) FOR DETAILS.BEGIN NEW PAVEMENT STA. 01+05END NEW PAVEMENT STA. 03+36.93PAVING SHALL EXTEND TO FLOOD GATE SLOTAND TRANSITION TO MATCH EXISTING SLOPE ANDELEVATIONS. PROVIDE A SMOOTH RIDINGCONNECTION WITH EXISTINGROADWAY AND FLOOD GATE SLOTNEW PAVEMENT SHALL TRANSITIONTO MATCH EXISTING PAVEMENTSLOPE AND ELEVATIONS TO PROVIDEA SMOOTH RIDING CONNECTIONWITH EXISTING ROADWAYEXISTING DELINEATORS TO BE REMOVED.existing waterlineexisting sidewalkR/WR/WBEGIN PROJECTHANAPEPE BRIDGE REHABILITATIONPROJECT NO. BR-0545(1) HANAPEPE RD STA. 00+81.71END PROJECTEND HANAPEPE BRIDGE REHABILITATIONPROJECT NO. BR-0545(1) HANAPEPE RD STA. 03+75GENERAL NOTES:1. INSTALL NEW LANE SEPARATORS AFTER REMOVAL OF OLDDELINEATORS AND INSTALLATION OF NEW CONCRETE DECKAND ASPHALT.2. ROAD EDGE OF LANE SEPARATORS SHALL BE INSTALLED 5'FROM THE SOUTH PARAPET WALL AS SHOWN.3. LANE SEPARATORS SHALL BE PLACED AS TO NOT INTERSECTTRANSVERSE JOINTS.4. LANE SEPARATORS SHALL BE FURNISHED COMPLETE WITHWHITE REFLECTORS OF TYPE III OR IV RETRO-REFLECTIVESHEETING OR PAINTED WITH WHITE RETRO-REFLECTIVEPAINT.5. CONTRACTOR SHALL PROVIDE "TRAFFIC LOGIX CYCLE LANE"OR APPROVED EQUAL.6. CONTRACTOR TO PROVIDE AND SUBMIT ADHESIVE PRODUCTSUITABLE FOR THE INTENDED ENVIRONMENT. PRIOR TOINSTALLATION OF LANE SEPARATORS, CONTRACTOR TOSUBMIT PRODUCT AND METHOD TO ENGINEER FORAPPROVAL.TRUE NORTHSCALE: 1" = 20'INSTALL NEW LANE SEPARATORS5' FROM SOUTH PARAPET WALL.SEE DETAILS BELOW.LANE SEPARATOR("TRAFFIC LOGIX CYCLE LANE"OR APPROVED EQUAL)existing sidewalkedge of southparapet wallLEGEND:MILL AND REPLACE WITHHMA PAVEMENT, PMA MIXNO. IVEXISTING DELINEATORSexisting flood gate HANAPEPE RD HANAPEPE RDEDGE OF NEW PAVEMENTNEW LANE SEPARATORS PUO LO RD .KAUMUALII HWY.IONA R D . PEPE RD. KONA RD.HANA RD.H A N A P E P E R D . AWAWA RD.HANAPEPE RD. IO N A R D .HANAPEPE RD.LEGEND:WORK ZONESTAGING AREAKAUMUALII HWY.ROADSTYPE III BARRICADESSIGN ASSEMBLYSIGN TYPEBRIDGECLOSEDDETOURHANAPEPEDETOURHANAPEPE12DETOURAHEADROADCLOSEDAHEAD3421332151PCMS NO. 3.PORTABLE CHANGEABLEMESSAGE SIGN (PCMS)PCMS NO. 1EASTEASTDETOURHANAPEPEEASTDETOURHANAPEPEDETOURHANAPEPEWESTWESTDETOURHANAPEPEWEST7671010ENDDETOUR1198910108997PCMS NO. 7PCMS NO. 2PCMS NO. 6SIGN LEGENDX7PCMS NO. 5PCMS NO. 4ROADCLOSED447651189101156741. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "HAWAI'ISTANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND PUBLICWORKS CONSTRUCTION", 2005, STATE OF HAWAII DEPARTMENTOF TRANSPORTATION, HIGHWAYS DIVISION, EXCEPT AS MODIFIEDHEREIN OR IN THE SPECIAL PROVISIONS.2. ALL WORKERS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY WHOARE EXPOSED TO VEHICLES USING THE ROADWAY OR TOCONSTRUCTION EQUIPMENT SHALL WEAR HIGH VISIBILITY SAFETYAPPAREL THAT MEETS THE PERFORMANCE CLASS 2 OR 3REQUIREMENTS OF ANSI/SEA 107-2004. "WORKERS" IS DEFINED ASPEOPLE ON FOOT WHOSE DUTIES PLACE THEM IN THE STATERIGHT-OF-WAY SUCH AS BUT NOT LIMITED TO: CONSTRUCTIONAND MAINTENANCE FORCES, EQUIPMENT OPERATORS, TRAFFICCONTROL CREWS, SURVEY CREWS, AND UTILITY CREWS.3. ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENTMARKINGS, BARRICADES, ETC.) REQUIRED DURING CONSTRUCTIONSHALL BE INSTALLED AND APPROVED BY THE ENGINEER PRIOR TOCOMMENCEMENT OF CONSTRUCTION.4. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIESWITH THE ACTIVITIES OF THE KUAMAULII HIGHWAY.TRAFFIC CONTROL NOTES4+003+002+001+000+00F L O W H A N A P E P E R I V E R TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION10TRUE NORTH NOT TO SCALE H A N A P E P E R D .HANAPEPE RD.IONA RD.BRIDGECLOSEDDETOURHANAPEPEWESTDETOURHANAPEPEEASTROADCLOSEDROADCLOSEDHANA RD.R11-230"X 48"R11-230"X 48"R11-230"X 48"LEGEND:TYPE III BARRICADESIGN ASSEMBLYDETOUR ROUTEM3-212" X 24"W16-8P8" X 24"M4-930" X 24"M3-412" X 24"W16-8P8" X 24"M4-930" X 24"4+003+00TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION11TRUE NORTH SCALE: 1" = 15'1. THE PERMITTEE SHALL MAKE ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS,BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.2. THE PERMITTEE SHALL MAKE ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS,BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.3. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN ORDEVICE FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THEOTHERS SHALL THEN BE PLACED PROGRESSIVELY TOWARD THE WORK AREA.4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THATARE IN CONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVEDOR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THEWORK.5. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WIDE.6. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED ORCOVERED WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.7. THE BACKS OF ALL SIGNS SHALL BE PROMPTLY REMOVED OR COVERED TOPRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNSHAVE MESSAGES ON BOTH FACES), WHENEVER THE MESSAGES ARE NOTAPPLICABLE OR NOT IN USE.8. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK ISCOMPLETED, THE PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICESNO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLICTRAFFIC. REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION.9. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS UPONCOMPLETION OF EACH PHASE OF WORK.10. ALL WORKERS WITHIN THE COUNTY R/W WHO ARE EXPOSED TO EITHERVEHICLES USING THE ROADWAY OR TO CONSTRUCTION EQUIPMENT SHALLWEAR HIGH VISIBILITY SAFETY APPAREL THAT MEETS THE PERFORMANCECLASS 2 OR 3 REQUIREMENTS OF ANSI/ISEA 107-2004. "WORKERS" AREDEFINED AS PEOPLE ON FOOT WHOSE DUTIES PLACE THEM WITHIN THEROAD RIGHT OF WAY, SUCH AS, BUT NOT LIMITED TO CONSTRUCTION ANDMAINTENANCE FORCES, EQUIPMENT OPERATORS, SURVEY CREW, UTILITYCREW, RESPONDERS TO INCIDENTS (EG. EMT AND FIREMEN), AND LAWENFORCEMENT PERSONNEL DIRECTING TRAFFIC, INVESTIGATING ACCIDENTS,HANDLING LANE CLOSURES AND ROADWAY CONSTRUCTION.11. ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTORIZED WHEN USED ATNIGHT. CONES SHALL BE EQUIPPED WITH REFLECTORIZED COLLAR WHENUSED AT NIGHT. FLASHING LIGHTS SHALL BE USED WITH BARRICADES ANDSTEADY BURN LIGHTS WHEN USED IN A SERIES FOR CHANNELIZATION.FLAGGER STATIONS SHALL BE ADEQUATELY ILLUMINATED AT NIGHT.12. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN ASAFE AND PASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANSSHALL BE PROVIDED. PASSAGES BETWEEN WALKWAYS AT INTERSECTIONSSHALL LIKEWISE BE PROVIDED.CONSTRUCTION NOTES FOR TRAFFIC CONTROL PLANTRAFFIC CONTROL DETAIL 48'-6"48'-6"48'-6"48'-9"199'-0"FLOWS1.12EXISTING NORTH (UPSTREAM) ELEVATION VIEWSCALE: 1/8" = 1'-0"SOUTH GIRDER18'-0"LEGEND:DENOTES NORMAL WATERLINE ELEVDENOTES GROUNDLINE ELEVAPPROXIMATEEDGE OF CHANNELAPPROXIMATEEDGE OF CHANNELNORTH GIRDER21'-4"ELEVATED PEDESTRIAN WALKWAYAPPROXIMATEEDGE OF CHANNELAPPROXIMATEEDGE OF CHANNEL8'-5"4'-0"3'-0"23 SPACES AT 8'-1" = 185'-11"199'-0"4"4'-0"4"14'-6" TOWATERLINE7'-4" TOWATERLINEAPPROXIMATERIVERBED STA. 2+53.36℄ PIER 1 STA. 2+04.86℄ PIER 2 STA. 1+56.36℄ PIER 3 STA. 2+53.36℄ PIER 1N STA. 1+07.86℄ WEST ABUTMENT STA. 3+02.11℄ EAST ABUTMENTTO HANA RDTO PUOLO RD3+002+001+00R/WR/W HANAPEPE RD STA. 2+04.86℄ PIER 2S1.11EXISTING DECK PLANSCALE: 1/8" = 1'-0" STA. 1+56.36℄ PIER 3 STA. 1+07.86℄ WEST ABUTMENT STA. 3+02.11℄ EAST ABUTMENTPAINT INSIDE FACES OF BOTHPARAPETS AND TOP SURFACE OF NORTHPARAPET TO MATCH EXIST COLOR(SEE CONSTRUCTION NOTES 2)PAINT END FACE OF PARAPETAND INSIDE FACE AND TOPSURFACE OF STAIRS (SEECONSTRUCTION NOTES 2)PAINT END FACES OF BOTHPARAPETS AND STAIRS TOMATCH EXIST COLOR(SEE CONSTRUCTION NOTES 2)TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATION12 48'-9" 48'-9" 48'-9" 48'-9" S2.1 1 NORTH (UPSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.1 3 SOUTH (DOWNSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.1 4 SOUTH (DOWNSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" NORTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R1 3+04.03 III SPALL AT MIDHEIGHT 4 3.5 0.5 R2 2+92.03 III DELAM NEAR DECK 13 38 R3 2+88.03 III DELAM NEAR DECK 26 20 R4 2+81.03 III DELAM NEAR DECK 27 22 R5 2+78.03 III SPALL/DELAM NEAR DECK W/ 1 EXPOSED REBAR AND 20% SECTION LOSS 20 19 2 R6 2+72.03 III SPALL/DELAM NEAR DECK 35 19 1 R7 2+68.03 III DELAM NEAR DECK 32 17 R8 2+64.03 III SPALL NEAR DECK W/ 4 EXPOSED REBARS AND 40% SECTION LOSS 34 24 2 R9 2+62.03 III DELAM/SPALL NEAR TOP 8 10 0.5 R10 2+59.03 III SPALL/DELAM NEAR DECK 78 25 2 NORTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G1 2+99.03 III SPALL NEAR TOP W/ 2 EXPOSED REBARS AND 30% SECTION LOSS 8 4 2 G2 2+97.03 III DELAM 24 9 G3 2+93.03 III DELAM NEAR BOTTOM EDGE 12 12 SOUTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R11 2+98.03 III SPALL NEAR DECK W/ ONE EXPOSED REBAR AND 25% SECTION LOSS 15 15 1 R12 2+97.03 III SPALL/DELAM NEAR TOP 27 20 1 R13 2+96.03 III DELAM NEAR DECK 14 10 R14 2+92.03 III DELAM/SPALL NEAR DECK 16 10 1 R15 2+88.03 III SPALL NEAR DECK W/ ONE EXPOSED REBAR AND 25% SECTION LOSS 19 19 1 R16 2+83.03 III SPALL/DELAM NEAR DECK W/ 3 EXPOSED REBARS AND 20% SECTION LOSS 22 37 1.5 R17 2+77.03 III DELAM NEAR DECK 18 13 R18 2+74.03 III DELAM NEAR DECK 29 23 R19 2+69.03 III SPALL/DELAM NEAR DECK W/ 1 EXPOSED REBAR AND 30% SECTION LOSS 11 11 0.5 R20 2+66.03 III DELAM NEAR DECK 16 12 R21 2+63.03 III DELAM NEAR DECK 8 8 R22 2+58.03 III SPALL NEAR TOP 8 8 0.5 R23 2+58.03 III SPALL/DELAM NEAR DECK 27 18 1 R24 2+56.03 III DELAM NEAR DECK 15 12 SOUTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G4 2+99.03 I DELAM ON UNDERSIDE EXTENDING UP EXTERIOR FACE 114 16 FW LOCATION OF DEFECTS SPAN 1WESTABUTMENT EASTABUTMENTPIER 3LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTNX DENOTES LOCATION ON BRIDGE FOR REPAIRS ON THIS PAGE SEE SHEET S5.1 FOR DEFECTS ON STAIRS SEE SHEET S5.1 FOR DEFECTS ON STAIRS  STA. 2+53.36 ℄ PIER 1  STA. 3+02.11 ℄ EAST ABUTMENT  STA. 3+02.11 ℄ EAST ABUTMENT  STA. 2+53.36 ℄ PIER 1 SEE SHEET S3.1 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT SEE SHEET S3.1 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE.  STA. 2+53.36 ℄ PIER 1  STA. 2+53.36 ℄ PIER 1  STA. 3+02.11 ℄ EAST ABUTMENT  STA. 3+02.11 ℄ EAST ABUTMENT PIER 2PIER 1S2.1 2 NORTH (UPSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 13 R1 R2 R3 R4R5 R6 R7R8R9 R10 G1 G2 G3 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22 R23 R24 G4 S2.2 1 NORTH (UPSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.2 3 SOUTH (DOWNSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.2 4 SOUTH (DOWNSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" S2.2 2 NORTH (UPSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" 48'-6" 48'-6" 48'-6" 48'-6" NORTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R25 2+54.03 III SPALL 7" ABOVE DECK 9 2 0.5 R26 2+52.03 III SPALL/DELAM NEAR DECK 16 9 2 R27 2+48.03 III SPALL/DELAM NEAR DECK 18 10 0.5 R28 2+46.03 III DELAM NEAR TOP 12 12 R29 2+42.03 III DELAM NEAR DECK 17 9 R30 2+42.03 III DELAM NEAR TOP 7 7 R31 2+38.03 III DELAM NEAR DECK 22 18 R32 2+24.03 III DELAM NEAR DECK 11 12 R33 2+16.03 III SPALL/DELAM NEAR DECK W/ 4 EXPOSED REBARS AND 40% SECTION LOSS 34 25 2.5 R34 2+15.03 III DELAM NEAR TOP 15 14 R35 2+10.03 III DELAM NEAR DECK 32 29 R36 2+04.03 III SPALL/DELAM NEAR DECK 108 26 1.5 NORTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G5 2+44.03 III FOUR SPALLS NEAR TOP W/ 8 EXPOSED REBARS AND 30% SECTION LOSS (8" x 4" EACH)32 16 2 G6 2+41.03 III SPALL/DELAM 12" FROM BOTTOM W/ 1 EXPOSED REBAR AND 30% SECTION LOSS 18 22 2 G7 2+36.03 III SPALL NEAR BOTTOM W/ 1 EXPOSED REBAR AND 20% SECTION LOSS 10 10 1 SOUTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R37 2+53.03 III SPALL NEAR DECK W/ 1 EXPOSED REBAR AND 40% SECTION LOSS 14 13 1.5 R38 2+51.03 III DELAM NEAR DECK 14 15 R39 2+50.03 III DELAM NEAR DECK 23 12 R40 2+46.03 III SPALL NEAR DECK W/ 1 EXPOSED REBAR AND 30% SECTION LOSS 17 14 1 R41 2+38.03 III DELAM NEAR DECK 12 8 R42 2+35.03 III DELAM NEAR DECK 11 6 R43 2+19.03 III DELAM NEAR DECK 9 7 R44 2+10.03 III DELAM AT MIDHEIGHT 11 26 R45 2+08.03 III DELAM NEAR DECK 14 13 SOUTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G8 2+34.03 III DELAM 12" FROM BOTTOM 12 12 G9 2+17.03 II SPALL/DELAM AT BOTTOM EXTENDING UNDER 120 12 4 SEE SHEET S3.1 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT SEE SHEET S3.1 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT LOCATION OF DEFECTS SPAN 2WESTABUTMENT EASTABUTMENTPIER 3LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTNX DENOTES LOCATION ON BRIDGE FOR REPAIRS ON THIS PAGE NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE.PIER 2PIER 1 STA. 2+53.36 ℄ PIER 1  STA. 2+04.86 ℄ PIER 2  STA. 2+53.36 ℄ PIER 1  STA. 2+04.86 ℄ PIER 2  STA. 2+53.36 ℄ PIER 1  STA. 2+04.86 ℄ PIER 2  STA. 2+53.36 ℄ PIER 1  STA. 2+04.86 ℄ PIER 2 TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 14 R25 R26 R27 R28 R29 R30 R31 R32 R33 R34R35 R36 G5 G6 G7 R37 R38 R39 R40 R41 R42 R43 R44 R45 G8 G9 S2.3 1 NORTH (UPSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.3 3 SOUTH (DOWNSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.3 4 SOUTH (DOWNSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" S2.3 2 NORTH (UPSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" 48'-6" 48'-6" 48'-6" 48'-6" NORTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R36 2+04.03 III SPALL/DELAM NEAR DECK 108 26 1.5 R46 2+01.03 III DELAM NEAR TOP 22 16 R47 1+97.03 III DELAM NEAR DECK 19 12 R48 1+92.03 III SPALL/DELAM NEAR DECK W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 33 25 1 R49 1+85.03 III SPALL/DELAM NEAR DECK 33 13 1 R50 1+82.03 III DELAM NEAR DECK 18 37 R51 1+78.03 III DELAM NEAR DECK 24 8 R52 1+75.03 III DELAM/SPALL NEAR DECK 79 37 0.5 R53 1+64.03 III DELAM NEAR DECK 12 8 R54 1+59.03 III DELAM NEAR DECK 16 11 NORTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G10 2+00.03 III SPALL NEAR TOP W/ 4 EXPOSED REBARS AND 30% SECTION LOSS 30 24 3 G11 1+91.03 III SPALL NEAR TOP W/ 10 EXPOSED REBARS AND 20% SECTION LOSS 98 27 5 G12 1+76.03 III SPALL NEAR TOP W/ 6 EXPOSED REBARS AND 20% SECTION LOSS 20 20 5 G13 1+71.03 III SPALL NEAR TOP W/ 6 EXPOSED REBARS AND 20% SECTION LOSS 20 20 5 G14 1+63.03 III SPALL NEAR TOP 12 12 1 G15 1+59.03 III SPALL NEAR TOP 12 12 1 SOUTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R55 2+04.03 III SPALL W/ 2 EXPOSED REBARS AND 50% SECTION LOSS 42 34 2 R56 2+02.03 III DELAM NEAR TOP 9 9 R57 1+97.03 III DELAM AT MIDHEIGHT 10 9 R58 1+96.03 III SPALL/DELAM NEAR DECK 10 12 0.5 R59 1+86.03 III DELAM NEAR DECK 9 6 R60 1+85.03 III DELAM NEAR DECK 11 8 R61 1+82.03 III SPALL/DELAM NEAR DECK 24 15 0.5 R62 1+77.03 III DELAM NEAR DECK 30 20 R63 1+75.03 III DELAM NEAR TOP 14 14 R64 1+73.03 III DELAM NEAR DECK 17 13 R65 1+67.03 III SPALL/DELAM NEAR DECK W/ 1 EXPOSED REBAR AND 30% SECTION LOSS 29 19 1.5 R66 1+60.03 III SPALL/DELAM NEAR DECK W/ 1 EXPOSED REBAR AND 30% SECTION LOSS 63 38 1 SOUTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G16 2+03.03 II DELAM NEAR BOTTOM EXTENDING UNDER 96 18 6 SEE SHEET S3.2 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT SEE SHEET S3.2 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT LOCATION OF DEFECTS SPAN 3WESTABUTMENT EASTABUTMENTPIER 3LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTNX DENOTES LOCATION ON BRIDGE FOR REPAIRS ON THIS PAGE NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE.PIER 2PIER 1 STA. 1+56.36 ℄ PIER 3  STA. 2+04.86 ℄ PIER 2  STA. 2+04.86 ℄ PIER 2  STA. 1+56.36 ℄ PIER 3  STA. 2+04.86 ℄ PIER 2  STA. 1+56.36 ℄ PIER 3  STA. 2+04.86 ℄ PIER 2  STA. 1+56.36 ℄ PIER 3 TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 15 R36 R46 R47 R48R49 R50R51 R52 R53R54 G10 G11 G12 G13 G14 G15 G16 R55 R56 R57 R58 R59 R60 R61 R62 R63 R64 R66 R65 S2.4 1 NORTH (UPSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.4 3 SOUTH (DOWNSTREAM) GIRDER INTERIOR FACE SCALE: 3/16" = 1'-0" S2.4 4 SOUTH (DOWNSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" S2.4 2 NORTH (UPSTREAM) GIRDER EXTERIOR FACE SCALE: 3/16" = 1'-0" 48'-6" 48'-6" 48'-6" NORTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R67 1+55.03 III DELAM NEAR DECK 14 10 R68 1+50.03 III DELAM NEAR DECK 16 10 R69 1+49.03 III DELAM NEAR DECK 7 22 R70 1+44.03 III DELAM NEAR DECK 13 10 R71 1+40.03 III DELAM NEAR MIDHEIGHT 10 10 R72 1+28.03 III SPALL/DELAM NEAR DECK 53 33 1 R73 1+23.03 III DELAM NEAR DECK 21 11 R74 1+20.03 III DELAM NEAR DECK 15 11 R75 1+14.03 III SPALL NEAR DECK W/ 4 EXPOSED REBARS AND 30% SECTION LOSS 33 20 3 NORTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G17 1+52.03 III DELAM NEAR TOP 24 12 G18 1+47.03 III THREE SPALLS NEAR TOP W/ EXPOSED REBARS AND 10% SECTION LOSS (12" x 12" EACH)36 36 3 G19 1+37.03 III SPALL NEAR TOP W/ 6 EXPOSED REBARS 18 18 2 SOUTH GIRDER - INTERIOR FACE (ABOVE DECK) ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) R76 1+57.03 III SPALL/DELAM NEAR TOP W/ 1 EXPOSED REBAR AND 30% SECTION LOSS 34 19 0.5 R77 1+51.03 III SPALL/DELAM NEAR DECK; 3 SPALLS W/ 3 EXPOSED REBAR AND 30% SECTION LOSS 79 38 1 R78 1+46.03 III DELAM NEAR TOP 19 12 R79 1+44.03 III DELAM NEAR DECK 36 14 R80 1+39.03 III DELAM NEAR TOP 19 29 R81 1+30.03 III DELAM NEAR TOP 9 8 R82 1+30.03 III DELAM NEAR DECK 15 11 R83 1+21.03 III DELAM NEAR DECK 24 14 R84 1+16.03 III DELAM NEAR DECK 16 13 R85 1+05.03 III SPALL AT END OF PARAPET 5 20 1 SOUTH GIRDER - EXTERIOR FACE ITEM NUMBER STATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) G20 1+54.03 II DELAM NEAR BOTTOM AND UNDER 48 18 4 G21 1+35.03 II SPALL ON UNDERSIDE AND EXTERIOR FACE W/ 4 EXPOSED REBARS AND 20% SECTION LOSS 48 6 6 4 G22 1+09.03 III SPALL NEAR BOTTOM W/ 1 EXPOSED BAR AND 25% SECTION LOSS 90 16 2.5 48'-6" SEE SHEET S5.1 FOR DEFECTS ON STAIRS SEE SHEET S3.2 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT SEE SHEET S3.2 FOR DEFECTS ON FLOOR BEAMS AND SOFFIT  STA. 1+07.86 ℄ WEST ABUTMENT  STA. 1+56.36 ℄ PIER 3  STA. 1+07.86 ℄ WEST ABUTMENT  STA. 1+56.36 ℄ PIER 3  STA. 1+07.86 ℄ WEST ABUTMENT  STA. 1+56.36 ℄ PIER 3  STA. 1+07.86 ℄ WEST ABUTMENT  STA. 1+56.36 ℄ PIER 3 LOCATION OF DEFECTS SPAN 4WESTABUTMENT EASTABUTMENTPIER 3NDENOTES LOCATION ON BRIDGE FOR REPAIRS ON THIS PAGEPIER 2PIER 1NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE. LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTX TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 16 R67 R68 R69 R70R71 R72R73R74 R75 G17 G18 G19 G20G21G22 R76 R77 R78 R79 R80 R81 R82 R83 R84 R85 FB9FB8FB7FB6FB5FB4FB3FB2FB148'-6"48'-9"S3.11REFLECTED DECK SPAN 1SCALE: 1/4" = 1'-0"S3.12REFLECTED DECK SPAN 2SCALE: 1/4" = 1'-0"FLOW4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"18'-0" 21'-4"FB9FB8FB7FB6FB5FB4FB3FB2FB14'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"18'-0" 21'-4" 1'-8"1'-8"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-8"1'-8"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"SPAN 1 - BELOW DECKITEM NUMBERLOCATIONREPAIRTYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN) H (IN) W (IN) D (IN)F1FB 1II DELAM ON WEST FACE AND UNDERSIDE7626S1FB 3 - FB 4VSPALL W/ 4 EXPOSED REBARS AND 50%SECTION LOSSFL30 3S2FB 3 - FB 5VTWO SPALLS W/ EXPOSED REBARS AND 20%SECTION LOSS462S3FB 4 - FB 5VTHREES SPALLS W/ 2 EXPOSED REBARS AND20% SECTION LOSS663S4FB 6 - FB 7VSPALL/DELAM W/ 2 EXPOSED REBARS AND50% SECTION LOSS3024 2S5FB 6 - FB 7V2 SPALLS/DELAM W/ 2 EXPOSED REBAR18302S6FB 6 - FB 7VSPALL W/ 3 EXPOSED REBARS AND 50%SECTION LOSS36362S7FB 7 - FB 8VSPALL W/ 1 EXPOSED REBAR AND 50%SECTION LOSS318 1.5S8FB 8 - FB 9VSPALL/DELAM W/ 2 EXPOSED REBARS AND50% SECTION LOSS24302S9FB 8 - FB 9VSPALL/DELAM W/ 3 EXPOSED REBARS AND50% SECTION LOSS3024 2S10FB 9 - P 1VSPALL ON SOFFIT W/ 1 EXPOSED REBAR AND15% SECTION LOSS618 1.5G23NORTH GIRDERISPALL ON UNDERSIDE W/ 2 EXPOSED REBARSAND 20% SECTION LOSS18122G24NORTH GIRDERII DELAM ON INTERIOR FACE AND UNDERSIDE 43 103G25NORTH GIRDERISPALL/DELAM ON UNDERSIDE W/ 1 EXPOSEDREBAR AND 20% SECTION LOSS ANDCRACKING2483G26SOUTH GIRDERIISPALL ON INTERIOR FACE W/ 1 EXPOSEDREBAR AND 5% SECTION LOSS66113G27SOUTH GIRDERI DELAM ON UNDERSIDE246G4SOUTH GIRDERIDELAM ON UNDERSIDE EXTENDING UPEXTERIOR FACE11416 FWSPAN 2 - BELOW DECKITEM NUMBERLOCATIONREPAIRTYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN) H (IN) W (IN) D (IN)F2FB 1IISPALL ON WEST FACE W/ 1 EXPOSED REBARAND 20% SECTION LOSS AND CRACKING12 24 3.5F3FB 6II DELAM ON EAST FACE AND UNDERSIDE81014S11FB 1 - FB 2VSPALL W/ 3 EXPOSED REBARS AND 20%SECTION LOSS1820 2S12FB 3 - FB 4V DELAM ON DECK DRAIN1010S13FB 3 - FB 4VSPALL W/ 8 EXPOSED REBARS AND UP TO100% SECTION LOSS30423S14FB 4 - FB 5VSPALL NEAR DECK DRAIN W/ 3 EXPOSEDREBAR AND 30% SECTION LOSS10122S15FB 7 - FB 8V DELAM1212S16FB 7 - FB 9VSPALL W/ 1 EXPOSED REBAR AND 20%SECTION LOSS1212 1.5S17FB 7 - FB 8IV(A)CRACK 1/16" WIDE W/ ASSOCIATEDEFFLORESCENCE AND MOSS72S18FB 7 - FB 8VSPALL W/ 1 EXPOSED REBAR AND 40%SECTION LOSS12241.5S19FB 8 - FB 9VSPALL W/ 1 EXPOSED REBAR AND 30%SECTION LOSS1212 1.5S20FB 8 - FB 9VDELAM/SPALL W/ 1 EXPOSED REBAR AND 30%SECTION LOSS6FWS21FB 8 - FB 9VSPALL W/ 1 EXPOSED REBAR AND 30%SECTION LOSS1212 1.5G28SOUTH GIRDERISPALL ON UNDERSIDE W/ 2 EXPOSED REBARSAND 15% SECTION LOSS1010 1.5G29SOUTH GIRDERISPALL ON UNDERSIDE W/ 3 EXPOSED REBARSAND 20% SECTION LOSS1212 1G9SOUTH GIRDERIISPALL/DELAM ON UNDERSIDE FROM THEEXTERIOR PORTION120 124LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSDENOTES DEFECT CALLOUTXLOCATION OF DEFECTSNSPAN 2SPAN 1NOTE:REFER TO SHEET 30 (S8.3) FOR DETAILSON REPAIR TYPE.FLOWPIER 1 WESTABUTMENT EAST ABUTMENT PIER 2PIER 3 DENOTES LOCATION ON BRIDGEFOR REPAIRS ON THIS PAGE BRIDGESOUTH GIRDERNORTH GIRDERN BRIDGESOUTH GIRDERNORTH GIRDERN STA. 2+04.86℄ PIER 2 STA. 2+53.36℄ PIER 1 STA. 2+53.36℄ PIER 1 STA. 3+02.11℄ EAST ABUTMENTTOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATIONG4G26F1S1S2S4S5S6S8S7S9S10G23G24G25G27G28G29F2F3S11S13S12S14S15S16S17S18S19S20S2117G9S3 48'-6"48'-6" BRIDGES3.23REFLECTED DECK SPAN 3SCALE: 1/4" = 1'-0"S3.24REFLECTED DECK SPAN 4SCALE: 1/4" = 1'-0"FLOWFLOWFB9FB8FB7FB6FB5FB4FB3FB2FB14'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"18'-0" 21'-4" 1'-8"1'-8"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"FB9FB8FB7FB6FB5FB4FB3FB2FB14'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"4'-1014"18'-0" 21'-4"SOUTH GIRDERNORTH GIRDER1'-8"1'-8"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"NSPAN 3 - BELOW DECKITEM NUMBERLOCATIONREPAIRTYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN) H (IN) W (IN) D (IN)S22P 2 - FB 1VSPALL W/ 1 EXPOSED REBAR AND 30% SECTIONLOSS1212 1.5S23P 2 - FB 1VSPALL W/ 10 EXPOSED REBARS AND 50%SECTION LOSS2430 3S24FB 2 - FB 3VSPALL W/ ASSOCIATED 1/8" CRACKING AND 10%SECTION LOSS448 1S25FB 3 - FB 4VSPALL/DELAM W/ 1 EXPOSED REBAR AND 20%SECTION LOSS636 1S26FB 3 - FB 4IV(A)CRACK 1/32" WIDE144S27FB 3 - FB 4VSPALL W/ 1 EXPOSED REBAR AND 20% SECTIONLOSS1212 2S28FB 5 - FB 6VSPALL W/ 1 EXPOSED REBAR AND 20% SECTIONLOSS1218 2S29FB 5 - FB 6IV(A)CRACK 1/16" WIDE156S30FB 6 - FB 7VSPALL W/ ASSOCIATED 1/8" CRACKING AND 20%SECTION LOSS6122S31FB 7 - FB 8VSPALL W/ 4 EXPOSED REBARS AND 30% SECTIONLOSS3624 2S32FB 7 - FB 8VSPALLS AND CRACK 1/16" WIDE6180S33FB 7 - FB 8VSPALL/DELAM W/ 1 EXPOSED REBAR AND 20%SECTION LOSS24361S34FB 9 - P 3VSPALL W/ 3 EXPOSED REBARS AND 50% SECTIONLOSS1818 2G30NORTH GIRDERIISPALL ON INTERIOR FACE W/ 1 EXPOSED REBARAND 20% SECTION LOSS AND CRACK ONBOTTOM FACE3642G31NORTH GIRDERISPALL ON UNDERSIDE AND INTERIOR FACE W/ 2EXPOSED REBARS AND 20% SECTION LOSS30 1212 6G32NORTH GIRDERIISPALL/DELAM ON INTERIOR FACE W/ 2 EXPOSEDREBAR AND 20% SECTION LOSS24 2461G33NORTH GIRDERIISPALL ON INTERIOR FACE W/ 1 EXPOSED REBARAND 20% SECTION LOSS18 242G34SOUTH GIRDERII DELAM ON INTERIOR FACE12 12G35SOUTH GIRDERII DELAM ON INTERIOR FACE12 12G36SOUTH GIRDERIISPALL ON INTERIOR FACE W/ 1 EXPOSED REBARAND 50% SECTION LOSS60 184.5G16SOUTH GIRDERII DELAM NEAR BOTTOM EXTENDING UNDER96 186SPAN 4 - BELOW DECKITEM NUMBERLOCATIONREPAIRTYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN) H (IN) W (IN) D (IN)S35FB 2 - FB 3VSPALL ON SOFFIT W/ 4 EXPOSED REBARS AND100% SECTION LOSS3630 3S36FB 3 - FB 4VSPALL/DELAM AND ASSOCIATED 1/16" CRACKINGW/ 1 EXPOSED REBAR AND 10% SECTION LOSS`1812S37FB 6 - FB 7VSPALL/DELAM W/ 4 EXPOSED REBARS AND 50%SECTION LOSS; COVERED BY DEBRIS.3636 3S38FB 6 - FB 7VSPALL/DELAM W/ 1 EXPOSED REBAR AND 10%SECTION LOSS812 3S39FB 8 - FB 9V SPALL AT DRAIN1010 2S40 FB 9 - WEST ABUTMENT VSPALL/DELAM W/ 1 EXPOSED REBAR AND 20%SECTION LOSS AND EFFLORESCENCE18241.5S41 FB 9 - WEST ABUTMENT VSPALL W/ 3 EXPOSED REBARS AND 50% SECTIONLOSS1212 4G37NORTH GIRDERISPALL ON UNDERSIDE W/ 4 EXPOSED REBARS14142G38NORTH GIRDERII DELAM ON INTERIOR FACE NEAR BOTTOM24 24G39FB 7 - FB 8V FIVE SPALLS ON INTERIOR BOTTOM CORNERFL61G40NORTH GIRDERISPALL ON UNDERSIDE W/ 1 EXPOSED REBAR1212 2G41SOUTH GIRDERI DELAM ON UNDERSIDE NEAR HAUNCH412G42SOUTH GIRDERIISPALL/DELAM ON INTERIOR FACE24 241G43SOUTH GIRDERI DELAM ON UNDERSIDE AND INTERIOR FACE909 FWG20SOUTH GIRDERII DELAM NEAR BOTTOM AND UNDER48 184 0.5G21SOUTH GIRDERIISPALL ON UNDERSIDE AND EXTERIOR FACE W/ 4EXPOSED REBARS AND 20% SECTION LOSS48664LOCATION OF DEFECTSPIER 1 WESTABUTMENT EAST ABUTMENT PIER 2PIER 3SPAN 4SPAN 3LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSDENOTES DEFECT CALLOUTXNOTE:REFER TO SHEET 30 (S8.3) FOR DETAILSON REPAIR TYPE.DENOTES LOCATION ON BRIDGEFOR REPAIRS ON THIS PAGE STA. 1+07.86℄ WEST ABUTMENT STA. 1+56.36℄ PIER 3N BRIDGESOUTH GIRDERNORTH GIRDERN STA. 1+56.36℄ PIER 3 STA. 2+04.86℄ PIER 2TOTALSHEETSFISCALYEARNO.SHEETDIST. NO. FED. ROADSTATEHAW.HAWAIIPROJ. NO. FED. AIDSHEET No. OF SHEETSHIGHWAYS DIVISIONSTATE OF HAWAI'IDEPARTMENT OF TRANSPORTATIONS22S23S24S25S26S27S28S29S30S31S32S33S34G30G31G32G33G34G35G36S35S36S37S38S39S40S41G37G38G40G39G41G42G21G43G2018G16 WEST FACE 4'-6" 1'-8"6" SLAB2'-0"2"5'-7"EAST FACE S4.1 1 EAST ABUTMENT SCALE: 1/4" = 1'-0" FLOW FLOW S4.1 2 WEST ABUTMENT SCALE: 1/4" = 1'-0" GROUNDLINE BASED ON UPSTREAM ELEVATION 10'-0"6'-4"EAST ABUTMENT ITEM NUMBER LOCATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) A1 27" ABOVE GROUND 48" FROM GIRDER 2 III SPALL 4 14 2 A2 FROM GROUND TO 12" BELOW DECK IV(B)CRACK 1/8" WIDE 60 LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES GROUNDLINE ELEV DENOTES DEFECT CALLOUTX NOTE: NO OBSERVED DEFECTS AT THE WEST ABUTMENT. 3" 22'-0" 1'-8"2'-0"2"3"6'-10"7'-2"6'-4"6'-10"7'-2"DENOTES NORMAL WATERLINE ELEV6" SLABNOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE.4'-6"4'-6"TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 19 A1A2 NORTH FACE WEST FACESOUTH FACEEAST FACE 4'-6" 2'-0" S4.2 1 PIER 1 SCALE: 1/4" = 1'-0" FLOW FLOW 10'-0"PIER 1 ITEM NUMBER LOCATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) P1 EAST FACE III DELAM - SMALL SPALL 18 18 P2 EAST FACE III DELAM - SMALL SPALL 18 24 P3 EAST FACE III DELAM 12 12 P4 EAST FACE IV(B)CRACK 1/8" WIDE 108 P5 WEST FACE III SPALL W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 18 8 2 P6 WEST FACE III SPALL W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 26 12 2 P7 WEST FACE III SPALL W/ 1 EXPOSED REBAR AND 75% SECTION LOSS 20 20 2 P8 WEST FACE III SPALL/DELAM 24 24 1 P9 WEST FACE III SPALL/DELAM 24 18 1 P10 WEST FACE IV(B)CRACK 1/8" WIDE 10814'-6" TOWATERLINE4'-6" 1'-8"2'-0"2"10'-0"3" 22'-0"6'-4"6'-10"7'-2"6" SLAB8'-0"8'-0"8"2'-0"4'-6"LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTX DENOTES NORMAL WATERLINE ELEV NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE. TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 20 P3 P4 P2 P1 P5 P6 P7 P8 P9 P10 NORTH FACE WEST FACESOUTH FACEEAST FACE S4.3 2 PIER 2 SCALE: 1/4" = 1'-0" FLOW FLOW PIER 2 ITEM NUMBER LOCATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) P11 EAST FACE III SPALL W/ 2 EXPOSED REBARS AND 100% SECTION LOSS 30 16 2 P12 EAST FACE III SPALL WITH 1 EXPOSED REBAR AND 50% SECTION LOSS 24 16 2 P13 EAST FACE III SPALL/DELAM 30 10 0.5 P14 EAST FACE III SPALL W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 30 12 2 P15 EAST FACE III SPALL W/ 3 EXPOSED REBARS AND 100% SECTION LOSS 30 30 2 P16 EAST FACE IV(B)CRACK 1/8" WIDE 108 P17 WEST FACE III SPALL/DELAM W/ 1 EXPOSED REBAR AND 75% SECTION LOSS 36 24 2 P18 WEST FACE III DELAM 36 24 P19 WEST FACE IV(B)CRACK 1/8" WIDE 96 4'-6" 1'-8"2'-0"2"10'-0"3" 22'-0"6'-4"6'-10"7'-2"6" SLAB4'-6" 2'-0"10'-0"14'-6" TOWATERLINE8'-0"8'-0"8"2'-0"4'-6"LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTX DENOTES NORMAL WATERLINE ELEV NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE. TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 21 P15 P14 P13 P12 P11P16 P17 P19 P18 NORTH FACE WEST FACESOUTH FACEEAST FACE S4.4 3 PIER 3 SCALE: 1/4" = 1'-0" FLOW FLOW PIER 3 ITEM NUMBER LOCATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) P20 NORTH EAST CORNER III SPALL RIGHT ABOVE WATERLINE 12 9 1 P21 EAST FACE III SPALL W/ 3 EXPOSED REBARS AND UP TO 100% SECTION LOSS 36 48 2 P22 EAST FACE III SPALL W/ 2 EXPOSED REBARS AND 100% SECTION LOSS 30 36 2.5 P23 EAST FACE III SPALL W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 10 10 1 P24 EAST FACE IV(B)CRACK 1/8" WIDE 72 P25 WEST FACE III DELAM 18 16 P26 WEST FACE III SPALL W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 30 24 1.5 P27 WEST FACE III DELAM 18 18 P28 WEST FACE III SPALL/DELAM W/ 1 EXPOSED REBAR AND 50% SECTION LOSS 48 24 1.5 P29 WEST FACE IV(B)CRACK 1/8" WIDE 120 4'-6" 1'-8"2'-0"2"10'-0"3" 22'-0"6'-4"6'-10"7'-2"6" SLAB4'-6" 2'-0"10'-0"14'-6" TOWATERLINE8'-0"8'-0"8"2'-0"4'-6"LEGEND: DENOTES DELAMINATIONS DENOTES SPALLS DENOTES CRACKS DENOTES DEFECT CALLOUTX DENOTES NORMAL WATERLINE ELEV NOTE: REFER TO SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE. TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 22 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 9 STEPS AT 7" = 5'-3"10 @ 1'-0" = 10'-0"EXISTINGGIRDER7 STEPS AT 7" = 4'-1"8 AT 1'-0" = 8'-0" S7.1 EAST STAIRS - NORTH ELEVATION C WEST STAIRS - WEST ELEVATION E EXISTINGGIRDER10 AT 1'-0" = 10'-0" 4'-8" 4'-8" 4"4" EAST STAIRWAY ITEM NUMBER LOCATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) W1 FIRST STEP SEE DETAIL SPALL AT TOP OF WALL 6 12 56 W2 FIFTH STEP III SPALL AT STEP 12 7 11 WEST STAIRWAY ITEM NUMBER LOCATION REPAIR TYPE DAMAGE DESCRIPTION DIMENSIONS L (IN) H (IN) W (IN) D (IN) W3 BETWEEN STAIRS AND PARAPET III CRACK/SPALLING AT JOINT 44 W4 TOP STEP III SPALL 4 52 4 W5 BOTTOM STEP III SPALL AT STEP 5 12 9 W6 BOTTOM OF STAIRS SEE DETAIL BROKEN CONCRETE SLAB 70 10 52 D D SECTION D-D EAST STAIRS - SOUTH ELEVATION D E E SECTION E-E WEST STAIRS - EAST ELEVATION F REMOVE ALL RAILINGS AND FITTINGS REMOVE ALL RAILINGS AND FITTINGS NOTE: REFER SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE NOTE: REFER SHEET 30 (S8.3) FOR DETAILS ON REPAIR TYPE REMOVE ALL RAILINGS AND FITTINGS REMOVE ALL RAILINGS AND FITTINGS LAST STEP HEIGHT AS NECESSARY, 7" MAX, 4" MIN.11"(E) 3" WALKWAY SLAB, REMOVE EXTEND WALL TO TOP OF (N) STAIRS, POUR INTEGRAL W/STAIRS. PROVIDE #5 BARS AT 12"oc EA. WAY, DRILL AND EPOXY VERT. BARS INTO (E) WALL MIN. 8" EMBED (N) CONCRETE STEPS CAST ON TOP OF EXISTING. PREPARE SURFACE PER SPALL REPAIR NOTES ON SHEET S8.2. PROVIDE #5 BARS AT 12"oc EA. WAY, MIN. 2" CLR. PROVIDE #4 NOSING BAR AT EA. STEP, MIN. 2" CLR.7 STEPS AT 7" = 4'-1"LAST STEP HEIGHT AS NECESSARY, 7" MAX, 4" MIN. 8 AT 1'-0" = 8'-0"11"(E) 3" WALKWAY SLAB, REMOVE 11" TYP.11" TYP.7"7"EXTEND WALL TO TOP OF (N) STAIRS, POUR INTEGRAL W/STAIRS. PROVIDE #5 BARS AT 12"oc EA. WAY, DRILL AND EPOXY VERT. BARS INTO (E) WALL MIN. 8" EMBED PROVIDE #4 NOSING BAR AT EA. STEP, MIN. 2" CLR. (N) CONCRETE STEPS CAST ON TOP OF EXISTING. PREPARE SURFACE PER SPALL REPAIR NOTES ON SHEET S8.2. PROVIDE #5 BARS AT 12"oc EA. WAY, MIN. 2" CLR.7"(E) 3" WALKWAY SLAB, REMOVE (N) WALKWAY AND PARAPET EXTENSION, SEE SHEET S7.2 LAST STEP HEIGHT AS NECESSARY, 7" MAX, 4" MIN. SAWCUT AND REMOVE (E) DAMAGED SLAB AS NECESSARY TO PROVIDE STABLE BEARING SURFACE FOR (N) STEPS. FILL SOIL AND COMPACT TO 95%12" MIN.(N) CONCRETE STEPS CAST ON TOP OF EXISTING. PREPARE SURFACE PER SPALL REPAIR NOTES ON SHEET S8.2. PROVIDE #5 BARS AT 12"oc EA. WAY, MIN. 2" CLR. PROVIDE #4 NOSING BAR AT EA. STEP, MIN. 2" CLR.11" TYP.11" TYP.2'-6"±9 STEPS AT 7" = 5'-3"LAST STEP HEIGHT AS NECESSARY, 7" MAX, 4" MIN.12" MIN.SAWCUT AND REMOVE (E) DAMAGED SLAB AS NECESSARY TO PROVIDE STABLE BEARING SURFACE FOR (N) STEPS. FILL SOIL AND COMPACT TO 95% PROVIDE #4 NOSING BAR AT EA. STEP, MIN. 2" CLR. (N) CONCRETE STEPS CAST ON TOP OF EXISTING. PREPARE SURFACE PER SPALL REPAIR NOTES ON SHEET S8.2. PROVIDE #5 BARS AT 12"oc EA. WAY, MIN. 2" CLR. 2'-6"±7"4" MIN.4" MIN.NOTE: ALL REINFORCEMENT FOR NEW STAIRS SHALL BE CHROMX 9100 NOTE: ALL REINFORCEMENT FOR NEW STAIRS SHALL BE CHROMX 9100 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0" S5.1 S7.1 S5.1 S7.1 S5.1S7.1 S5.1 TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 23 W1W2 W1 W2 W1 W6 W3 W3 W4 W5 W6 W5 4" 4" VARIES 2% MIN SLOPE NEW CONCRETE DECK AND A/C TYPICAL CROSS SECTION A S6.1 2" MIN 8" NEW CONCRETE DECK FINISH TO BE SMOOTH EXISTING CONCRETE DECK 6"8"2" MINCOVER EXISTING WATERLINE W/ A/C MIN 2" ABOVE FLANGE (SEE NOTE 3) SEE NOTE 1 2" BELOW BOT OF GIRDERNEW 6"∅ CORE HOLE WITH DRAIN (SEE SECTION B-B FOR DETAILS)VARIESNOTES: 1. PLUG NORTH (MAUKA) SIDE DRAIN HOLES W/ NON-SHRINK GROUT. 2. CONTACT KAUAI COUNTY WATER DEPARTMENT IF WATERLINE NEEDS TO BE REMOVED TO ACCESS REPAIRS. 3. ENSURE A/C FULLY COVERS EXISTING WATERLINE PIPE AND FLANGES THROUGHOUT BRIDGE. 4. APPROXIMATELY 12" OF EXISTING ASPHALT AND GRAVEL SUBBASE TO BE REMOVED PRIOR TO CONSTRUCTING NEW CONCRETE DECK. GRACE COMPOSITES LLC 4" FRP DOWNSPOUT OR APPROVED EQUAL, 2" BELOW THE BOT OF THE EXISTING GIRDER 6" EXIST DECK 8" NEW CONCRETE DECK VARIES A/C OVERLAY DRILL OUT NEW 6"∅ CORE HOLE AGAINST THE WALL EXISTING DECK DRAIN HOLE B B 2" MIN BELOW BOT OF GIRDER 4" EXISTING PARAPET CLEAN SURFACE, REMOVE ALL DIRT, DEBRIS, OILS, AND POTENTIAL BONDING INHIBITOR 2" MIN STATE PMA MIX IV A/C OVERLAY SLOPE MIN 2% NEW DECK DRAIN SCALE: NOT TO SCALE SCALE: 1/2" = 1'-0"DRAIN CROSS SECTION SCALE: NOT TO SCALE SECTION B-B 6" 6'-5" EXISTING DELINEATED WALKWAY AT GRADE 11'-7" EXISTING LANE 18'-0"3'-4"VARIES#7 BARS AT 6" MAX O.C., E.W. DRILL 6" HOLE IN DECK, SET FRP DRAIN, PLACE LEVEL TO TOP OF DECK, CAST ANNULAR SPACE WITH EPOXY, SIKADUR 32 HI-MOD, OR APPROVED EQUAL ANCHOR STUDS PER PIPE MANUFACTURER. CLEAN PIPE AND REMOVE ANY BOND INHIBITING COATINGS PER MANUFACTURERS INSTRUCTIONS PRIOR TO SETTING IN EPOXY BEVEL A/C OVERLAY AT DRAIN HOLES TENSAR RAPID REPAIR PG100 OR APPROVED EQUAL ROUGHEN TOP OF EXISTING CONCRETE DECK MIN. 1/4" S6.1 1 NEW CONCRETE DECK PLAN SCALE: 1/8" = 1'-0" 48'-6"48'-6"48'-6"48'-8 1 2" 199'-0" ℄ BRIDGE 18'-0"21'-4"ELEVATED PEDESTRIAN WALKWAY DRILL CORE HOLES AND PLACE NEW DRAIN PIPE IN ALL EXISTING DRAIN HOLES ON THE SOUTH (MAKAI) SIDE OF THE DECK SEE CROSS SECTION B-B NREMOVE ALL A/C AND BASE COURSE FROM DECK AND INSTALL A NEW CONCRETE DECK AND SLOPED A/C ON TOP OF ORIGINAL DECK SEE SECTION AS6.1 STA. 2+53.36 ℄ PIER 1  STA. 2+04.86 ℄ PIER 2  STA. 1+56.36 ℄ PIER 3  STA. 3+02.11 ℄ EAST ABUTMENTAS6.1 STA. 1+07.86 ℄ WEST ABUTMENT A S6.1 TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 24 S7.1 1 PEDESTRIAN WALKWAY DEMOLITION PLAN SCALE: 1/8" = 1'-0" 4'-83 8" 8'-0" 2'-0" 4"4'-0"4" 4"4'-0"23 SPACES AT 8'-1" = 185'-11"8'-5"4" CD REMOVE EXISTING CONCRETE WALKWAY IN ITS ENTIRETY REMOVE EXISTING RAILING REMOVE RAILING AND REPAIR SPALLS AT STAIRS. CAST (N) STEPS PER SHEET S5.1 FS7.1E℄ BRIDGE REMOVE RAILING AND REPAIR SPALLS AT STAIRS. CAST (N) STEPS PER SHEET S5.1 S7.1 3 NEW WALKWAY ELEVATION SCALE: 1/8" = 1'-0" 8'-11"± 5"3'-10"5" 199'-0" ℄ BRIDGE 18'-0" 3'-10" 5" 5" 20'-10 1 2" 8'-13 4" 4'-0 1 4"8'-25 8" 4'-8"3'-10" 16'-1 1 2" 8'-1" TYP.4'-0 1 4"8'-1"4'-0 1 4"7'-11"± P-2P-1 P-2 P-2 P-2 P-2 P-2 P-2 P-2 P-2 P-2 P-3 5" THICK PRECAST CONCRETE PLANKS, SEE DETAIL 1/S7.3 4'-0 1 4" 8'-25 8" 1 2" JOINT BETWEEN PRECAST PLANKS, FILL WITH ELASTOMERIC SEALANT (MASTERSEAL SL 1, OR EQUAL)NEW RAILING AT STAIRS ALUMINUM SUPPORT BRACKETS BELOW PRECAST PLANKS, CENTER AT RAILING POST LOCATIONS, SEE DETAIL 1/S7.2 3'-10" 16'-5" 5" 5" 199'-0" 1"∅ ANCHOR BOLTS TO PARAPET, SEE DETAIL 1/S7.3 FOR SPACING BBALUMINUM RAILING POST BASE, SEE DETAIL 1/S7.4 S7.1 2 PEDESTRIAN WALKWAY REPLACEMENT PLAN SCALE: 1/8" = 1'-0" ALUMINUM SUPPORT BRACKETS BELOW PRECAST PLANKS, CENTER AT RAILING POST LOCATIONS, SEE DETAIL 1/S7.2 ALUMINUM RAILING WITH STAINLESS STEEL CABLES LOWER 27", SEE DETAILS ON SHEET S7.4 8'-1" TYP.8'-13 4"8'-25 8"8'-25 8" (N) CONCRETE STEPS (N) CONCRETE STEPSS5.1S7.1ES5.1S7.1S5.1FS7.1S5.1S7.1 S5.1S7.1 S5.1 S7.1AS7.2S7.1AS7.2S7.1S7.2S7.1S7.2TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 25 658"38"3" SLAB1'-6"1'-6"4"4'-0"4" 3"1'-8"3"1'-6"1'-6"VIEW A-A A EXISTING WALKWAY DEMOLITION CROSS SECTIONA S7.2 A REMOVE EXISTING CONCRETE WALKWAY AND STEEEL BRACKETS REMOVE ALL RAILINGS CORE HOLE AT EXISTING BOLTS, REMOVE BOLT TO MIN. 2" BELOW CONCRETE SURFACE REMOVE EXISTING STEEL BRACKETS AND ANGLES REMOVE EXISTING CONCRETE WALKWAY AND STEEL BRACKETS ¡ BRACKET RAILING POST 13 4"13 4"CORE HOLE AT EXISTING 5 8"∅ BOLTS, REMOVE BOLT TO MIN. 2" BELOW CONCRETE SURFACE, REPAIR PER DETAIL 2/S7.2 EXISTING CONCRETE PARAPET TO REMAIN REMOVE ALL LOOSE AND SPALLED CONCRETE TO SOUND HARD SURFACE, PREPARE SURFACE PER SPALL REPAIR NOTES ON SHEET S8.2 SCALE: 1" = 1'-0"S7.1 5"B B NEW ALUMINUM RAILINGS AND CAST FITTINGS NEW PRE-CAST CONCRETE DECK, SEE DETAIL 1/S7.3 2L31 2x31 2x3 8, BACK TO BACK ALUMINUM ANGLES 658"5"5" #4 CHROMX 9100 BARS 3 4" DRIP GROOVE 1 2"∅x41 4" LG. 316SS HEX BOLT AND WASHER, W/3" EMBED CAST-IN-PLACE AT RAILING BASES NEW 5" THICK PRE-CAST CONCRETE WALKWAY 312"(4) 5 8"∅ X 6" LONG SIMPSON STRONG-TIE TITEN HD STAINLESS STEEL OR APPROVED EQUAL, DRILL AND INSTALL ¡BRACKET & POST RAIL 1'-8" VIEW B-B NEW WALKWAY CROSS SECTIONB312"4"2"812"7" 1 1 2" (4) 11 16"∅ HOLES FOR 5 8"∅ 316SS THREADED RODS 2" SCH.80 ALUMINUM PIPE, TYP. 1 4" 1 4" PL6x7x1 2", W/(2) 5 8"∅x 8" LG. 316SS HEX HEAD BOLT, 6" MIN. EMBED SEE DETAIL 1/S7.214" 6" DEEP x 7" WIDE ALUMINUM TEE (HALF OF AA STANDARD I12x11.7 I-BEAM), 81 2" LG. 1 4" 1"∅ ALL THREAD W/NUT AND WASHER COUNTERSUNK IN PRECAST PLANK, DRILL AND EPOXY 12" MIN. EMBED GROUT HOLES AFTER PLACING ANCHOR BOLTS3'-6"1'-6"312"218"1'-1034"9"9"4"4"4"4"3 16"∅ STAINLESS STEEL CABLE RAILING 6" DEEP x 7" WIDE ALUMINUM TEE (HALF OF AA STANDARD I12x11.7 I-BEAM) SCALE: 1" = 1'-0" 3'-10" 6" DEEP x 7" WIDE ALUMINUM TEE (HALF OF AA STANDARD I12x11.7 I-BEAM), 81 2" LG. 2L31 2x31 2x3 8, BACK TO BACK ALUMINUM ANGLES 6" DEEP x 7" WIDE ALUMINUM TEE (HALF OF AA STANDARD I12x11.7 I-BEAM)7"NEW CONCRETE PAD/LEVEL BEARING SURFACE W/5-#4 BARS CONT. AND #4 BARS AT 16"oc21" 3" 2-#4 DOWELS AT 24"oc, DRILL AND EPOXY MIN. 8" EMBED 10"8"8" 5" 11" NOTE: 1. ALL REINFORCEMENT FOR NEW WALKWAY AND CONCRETE PAD/LEVEL BEARING SURFACE SHALL BE CHROMX 9100 2. FIELD ADJUST NEW REINFORCING AS NECESSARY TO AVOID ANCHOR LOCATIONS AND EXISTING REINFORCING. DO NOT DRILL THROUGH EXISTING REINFORCING BARS. S7.2S7.1 212"312"6"312"4"2"812"7" 11 2" (4) 11 16"∅ HOLES FOR 5 8"∅ 316SS THREADED ROD PL6x7x1 2" (2) 11 16"∅ HOLES FOR 5 8"∅ 316SS THREADED ROD 1 4"45°2'-934"3" 1 2" 2'-51 2"2'-114"2"3'-7"TYP. 1 4"TYP.3"11 2" 2L31 2x31 2x3 8, BACK TO BACK ALUMINUM ANGLES 6" DEEP x 7" WIDE ALUMINUM TEE (HALF OF AA STANDARD I12x11.7 I-BEAM), 81 2" LG. ELEVATIONBOTTOM TEE TOP PLATE/TEE 6" DEEP x 7" WIDE ALUMINUM TEE (HALF OF AA STANDARD I12x11.7 I-BEAM) PL6x7x1 2" 11 2" 7" 3" 45° CHAMFER S7.2 1 BRACKET DETAILS SCALE: 11 2" = 1'-0" REMOVE BOLTS TO 2" MIN. BELOW CONCRETE SURFACE DEMOLITION DETAIL FINISHED DETAIL FILL VOILDS WITH PATCHING COMPOUND LISTED IN CONCRETE NOTES, PER MANUFACTURERS RECOMMENDATIONS 2"∅ MIN. CORE S7.2 2 BOLT HOLE REPAIR DETAILS SCALE: 3" = 1'-0" TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 26 20'-101 2" 4'-01 4"8'-25 8"8'-25 8" 8'-13 4"4'-01 4"3'-10"4'-8"9"8"2'-51 4"4'-0"4'-0"4'-0"4'-0"2'-51 4"5"3'-10"5"16'-11 2" 4'-01 4"8'-1"4'-01 4" 2'-03 4"4'-0"4'-0"4'-0"2'-03 4"4'-8"9"8"5"3'-10"5"2'-21 2"4'-0"4'-0"4'-0"2'-21 2"4'-8"9"8"5"3'-10"5"PRECAST PLANK P-3 PRECAST PLANK P-2 PRECAST PLANK P-1 16'-5" #4 CHROMX 9100 BARS AT 6" MAX O.C., E.W., 2" CLR. MIN., TYP. RAILING POST BASE AND LIFT POINT, PROVIDE CAST-IN-PLACE 316SS ANCHOR BOLTS PER DETAIL 2/S7.3, TYP. COUNTERSUNK HOLE FOR PARAPET ANCHORS, SEE DETAIL 2/S7.3, TYP. #4 CHROMX 9100 BARS AT 6" MAX O.C. E.W., 2" CLR. MIN., TYP. RAILING POST BASE AND LIFT POINT, PROVIDE CAST-IN-PLACE 316SS ANCHOR BOLTS PER DETAIL 2/S7.3, TYP. COUNTERSUNK HOLE FOR PARAPET ANCHORS, SEE DETAIL 2/S7.3, TYP. #4 CHROMX 9100 BARS AT 6" MAX O.C. E.W., 2" CLR. MIN., TYP. RAILING POST BASE AND LIFT POINT, PROVIDE CAST-IN-PLACE 316SS ANCHOR BOLTS PER DETAIL 2/S7.3, TYP. COUNTERSUNK HOLE FOR PARAPET ANCHORS, SEE DETAIL 2/S7.3, TYP. 5" S7.3 1 PRECAST WALKWAY DETAILS SCALE: 3/4" = 1'-0"2"2" 5" CONSTRUCTION STAGES: 1. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY OBJECTS FROM FALLING INTO THE RIVER DURING CONSTRUCTION. ALL PREVENTATIVE MEASURES SHALL BE APPROVED BY COUNTY REPRESENTATIVE PRIOR TO CONSTRUCTION. 2. REMOVE THE EXISTING RAILING, CONCRETE WALKWAY, AND STEEL SUPPORT BRACKETS. 3. REMOVE ANY LOOSE CONCRETE AND EXPOSED OR PROTRUDING EMBEDS FROM TOP OF CONCRETE PARAPET. CLEAN SURFACE OF ANY BOND INHIBITING DIRT OR DEBRIS. 4. CONSTRUCT NEW CONCRETE PAD AT TOP OF PARAPET, PER DETAIL B/S7.2, TO CREATE SMOOTH FLUSH BEARING SURFACE FOR PRECAST CONCRETE PLANKS. 5. INSTALL NEW ALUMINUM BRACKETS AT LOCATIONS SHOWN ON PLANS. ALL HARDWARE SHALL BE 316 STAINLESS STEEL. 6. INSTALL NEW 4'-8" WIDE PRECAST CONCRETE WALKWAY. ANCHOR PLANKS IN TOP OF PARAPET PER DETAILS. GROUT FILL COUNTERSUNK ANCHOR HOLES IN PLANKS AFTER ANCHOR BOLT INSTALLATION. 7. INSTALL NEW ALUMINUM PIPE RAILING PER PLAN. PRECAST WALKWAY NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION AND CONSTRUCTION. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 5,000 PSI AFTER 28 DAYS 3. ALL ANCHOR BOLTS AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL CONFORM TO ASTM F593, 316 STAINLESS STEEL, UNLESS OTHERWISE NOTED. 4. APPLY ANTI-GALVANIC CORROSION GEL "TEF-GEL" OR APPROVED EQUAL, TO BOLT HOLES AND BOLT THREADS AT ALL LOCATIONS OF STAINLESS STEEL TO ALUMINUM CONTACT. 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A1035 CS 100, CHROMX 9100, OR APPROVED EQUAL. 6. CLEAR CONCRETE COVER FOR CHROMX REINFORCING BARS SHALL BE 2", UNLESS OTHERWISE NOTED:5"4'-8" 11 2"12"34"TYPICAL SECTION #4 CHROMX 9100 BARS AT 6" MAX O.C. E.W. 3 4" CHAMFER DRIP GROOVE, CONT. SECTION AT RAILING POST BASES (4) 1 2"∅x41 4" LG. 316SS HEX BOLT AND WASHER, W/3" EMBED CAST-IN-PLACE AT RAILING BASES, TYP.3"EMBEDDED HEX HEAD AND FLAT WASHER 5" SEE POST BASE DETAILS FOR BOLT SPACING SECTION AT PARAPET ANCHORS 9"8" 23 4"∅11 8"∅2"3"3'-3" S7.3 2 PRECAST WALKWAY DETAILS SCALE: 11 2" = 1'-0"2"CLR.2"CLR.TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 27 FIELD ADJUST #4 BARS AS NECESSARY TO AVOID CONFLICTS WITH ANCHOR LOCATIONS 1 8" THICK LIP POST BASE SIDE VIEW412"3 4"6"POST BASE TOP VIEW NOTES: 1. ALL FITTINGS SHALL BE CUSTOM CAST WITH ALMAG A356-T6 ALUMINUM. 2. APPLY ANTI-GALVANIC CORROSION GEL "TEF-GEL" OR APPROVED EQUAL, TO BOLT HOLES AND BOLT THREADS AT ALL LOCATIONS OF STAINLESS STEEL TO ALUMINUM CONTACT.3"∅212"∅R 3 4"18"R3"R214"34"34"41 2"3 4" 6" 1 4" THK. WALLS 112"158"3"∅14"38"312"6" 41 2" STRAIGHT TEE SIDE VIEW STRAIGHT TEE FRONT VIEW STRAIGHT CROSS SIDE VIEW STRAIGHT CROSS FRONT VIEW 11 2"34"9 16"∅ HOLES FOR 1 2"∅ BOLTS 7 16"∅ HOLE (THROUGH BOTH SIDES) FOR 3 8"∅ LOCKING BOLT, TYP. 11 2"35 16"11 2" 3 4"34"112"3 4"3"3"7 16"∅ HOLE (THROUGH BOTH SIDES) FOR 3 8"∅ LOCKING BOLT, TYP.R214"R214"R1 14 "R11 2" 3" 1 4" THK. WALLS, TYP. R21 4"R1 14 " R11 2" 1 4" THK. WALLS 3" 3" 11 2"35 16"11 2" 3 4"34"112"3 4"3"3"6516"11 2" BOTTOM ANGLE TEE TO 90° FRONT VIEW TOP ANGLE CORNER FRONT VIEW RIGHT ANGLE CROSS TO 90° FRONT VIEW BOTTOM ANGLE CORNER TEE FRONT VIEW QTY. = 56 LEFT ANGLE TEE FRONT VIEW BOTTOM ANGLE CORNER CROSS FRONT VIEW STRAIGHT CORNER TEE SIDE VIEW STRAIGHT CORNER TEE FRONT VIEW STRAIGHT CORNER CROSS SIDE VIEW STRAIGHT CORNER CROSS FRONT VIEW 11 2" 3 4"34"112"3"3"7 16"∅ HOLE (THROUGH BOTH SIDES) FOR 3 8"∅ LOCKING BOLT, TYP.R214"R11 4" R1 1 2 " 3" 1 4" THK. WALLS, TYP. R21 4" 3" 3" 11 2" 3 4"34"112"3"3"6516"11 2" 11 2" 3 4"3"R11 4" R1 1 2 " 11 2" 3 4"3"QTY. = 47 QTY. = 94 QTY. = 1 QTY. = 2 R2 14 " 11 2" 3 4"3"34"60.3 7° 2" 3 4"112"34"R214"R214"R1 14 " R11 2" 3" 1 4" THK. WALLS, TYP. QTY. = 3 BOTTOM ANGLE TEE TO 90° SIDE VIEW 60.3 7°112"34"3"3"11 2" 3 4" 3" R2 14"QTY. = 4 11 2" 3 4"3"60.3 7° 2" 3 4"112"34"3"R2 14 "QTY. = 6 3"112"34"QTY. = 8 60.3 7°112"34"3"3 4" 3" 2" R21 4"112"34"60 . 3 7 ° 2" 3 4 "112"34"3" R2 14 "BOTTOM ANGLE CORNER TEE SIDE VIEW QTY. = 1 3" 1 4" THK. WALLS, TYP.R112"R11 4" 11 2" 3 4"R214"60 . 3 7 ° 2" 3 4 "112"34"3" R11 2"3"3" BOTTOM ANGLE CORNER CROSS FRONT VIEW QTY. = 2 3" 1 4" THK. WALLS, TYP. 411 16" 3 4"3"R2 1 4 "112"34"R2 1 4 " R 2 1 4" S7.4 1 ALUMINUM RAIL FITTING DETAILS SCALE: 3" = 1'-0" CAST ALUMINUM FITTINGS PER DETAIL 1/S7.42" SCH.80 ALUMINUM PIPE, TYP.3'-6"1'-6"312"314"1'-1034"9"9"4"4"4"4"3 16"∅ STAINLESS STEEL CABLE RAILING. ALL CABLE, HARDWARE, AND OTHER COMPONENTS PROVIDED BY FEENEY, INC. OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROVIDE RUBBER GROMMETS AT ALL ALUMINUM POST CONTACT POINTS 8'-1" TYP. UNO 3 8"∅ 316SS THROUGH BOLTS AT PIPE TO FITTINGS, TYP. CONTINUOUS 2" SCH80 ALUMINUM PIPE VERTICAL POST, TYP. S7.4 3 TYPICAL RAILING ELEVATION SCALE: 1" = 1'-0"RAILING ELEVATION AT EAST STAIRS (WEST STAIRS SIMILAR)878"4"4"578"9"9"2" SCH.80 ALUMINUM PIPE, TYP. 7'-11"± AT EAST STAIRS (8'-11"± AT WEST STAIRS)29.63°CAST ALUMINUM FITTINGS PER DETAIL 1/S7.4 3 16"∅ STAINLESS STEEL CABLE RAILING. ALL CABLE, HARDWARE, AND OTHER COMPONENTS PROVIDED BY FEENEY, INC. OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROVIDE RUBBER GROMMETS AT ALL ALUMINUM POST CONTACT POINTS 3 8"∅ 316SS THROUGH BOLTS AT PIPE TO FITTINGS, TYP. CONTINUOUS 2" SCH80 ALUMINUM PIPE VERTICAL POST, TYP.712"4"4"714"9"9"(N) CONCRETE STEPS, SEE SHEET S5.1 1 2"∅ THREADED ROD, DRILL AND EPOXY, MIN. 4" EMBED5"S7.4 2 SCALE: 1" = 1'-0" TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 28 GENERAL: A. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATION, 9TH EDITION (INCLUDING MOST RECENT INTERIMS), AND THE HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2005 EDITION), AND ALL 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 ENGINEER ALL INCONSISTENCIES AND OMISSIONS. C. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS WITH THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING TO THE ENGINEER ALL INCONSISTENCIES 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 AND SYSTEMS. G. CONSTRUCTION LOADING SHALL NOT EXCEED DESIGN LIVE LOAD UNLESS SPECIAL SHORING IS PROVIDED. PERMITTED CONSTRUCTION LOADS 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 UTILITIES DURING THE CONSTRUCTION PERIOD. ANY DAMAGED OR DETERIORATED PROPERTY SHALL BE RESTORED TO THE CONDITION PRIOR TO THE 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 OR NOTED OTHERWISE. J. ELEVATIONS AND DETAILS OF THE EXISTING BRIDGE AS SHOWN ON THESE PLANS ARE BASED ON AS-BUILT DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS AND EXISTING STRUCTURE DETAILS AND SHALL 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 OR ERECTED ON THE GROUND, AS LONG AS IT IS NOT IN THE STREAM OR HIGH WATER MARK. ALL CONSTRUCTION MATERIALS SHALL NOT ENTER THE WATER. LOADS: A. BRIDGE LIVE LOAD: HL-93 SERVICE AND STRENGTH LIMIT STATES B. PEDESTRIAN WALKWAY LIVE LOAD: 75 PSF FOR SERVICE AND STRENGTH LIMIT STATES REINFORCING STEEL: A. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. B. WELDABLE REINFORCING STEEL SHALL CONFORM TO ASTM A706, GRADE 60. C. WHERE NOTED (PRECAST WALKWAY PANELS, NEW STEPS, AND NEW CONCRETE BEARING PAD) REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM 1035 CS 100, CHROMX 9100, OR APPROVED EQUAL. D. CLEAR CONCRETE COVER FOR ALL ASTM A615 REINFORCING BARS SHALL BE 3" MIN AND 2" MIN FOR CHROMX BARS, UNLESS MATCHING ORIGINAL SURFACE PREVENTS THIS DEPTH. E. MECHANICAL SPLICE CONNECTORS SHALL DEVELOP IN TENSION 125 PERCENT OF THE SPECIFIED MINIMUM YIELD STRENGTH OF REINFORCING BARS. F. BAR BENDS AND HOOKS SHALL CONFORM TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION. FIBERGLASS DRAIN PIPE: A. DRAINAGE PIPE AND FITTINGS SHALL BE REINFORCED THERMOSETTING RESIN PIPE SYSTEMS MEETING THE REQUIREMENTS OF ASTM D 2996 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 PROCEDURES RECOMMENDED IN THE PRINTED LITERATURE OF THE MANUFACTURER. C. MINIMUM TOTAL PIPE WALL THICKNESS SHALL BE 1 4". D. EPOXY FOR SETTING/BONDING DRAIN PIPE TO THE CONCRETE DECK SHALL BE SIKADUR 32- HI-MOD, OR APPROVED EQUAL. STRUCTURAL ALUMINUM: A. FABRICATION AND ERECTION OF STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM DESIGN MANUAL, 2020 EDITION. B. STRUCTURAL ALUMINUM ALLOY AND TEMPER FOR EXTRUSIONS, BARS, SHAPES, AND PLATES SHALL CONFORM TO TYPE 6061-T6, UNLESS OTHERWISE NOTED. C. ALL CASTINGS SHALL BE WITH ALMAG A356-T6 ALUMINUM. D. WELDS AND WELDING PROCEDURES SHALL CONFORM TO THE STRUCTURAL WELDING CODE AWS D1.2 OF THE AMERICAN WELDING SOCIETY AND WELDING SHALL BE PERFORMED BY WELDERS PREQUALIFIED FOR WELDING PROCEDURES TO BE USED. E. WELDING ELECTRODES SHALL BE 4043 (24 KSI), UNLESS OTHERWISE NOTED. (NOTE: 6061-T6 ALUMINUM BASE METAL STRENGTH IS 24 KSI WHEN WELDED WITH THESE ELECTRODES) F. APPLY ANTI-GALVANIC CORROSION GEL "TEF-GEL" OR APPROVED EQUAL, TO BOLT HOLES AND BOLT THREADS AT ALL LOCATIONS OF STAINLESS STEEL TO ALUMINUM CONTACT. CONCRETE: A. CONCRETE SHALL BE REGULAR WEIGHT HARDROCK CONCRETE AND SHALL HAVE THE FOLLOWING MINIMUM CRITERIA: 1. SPALL REPAIRS - POLYMER MODIFIED PATCHING MORTAR, 2,000 PSI BOND STRENGTH AT 3 DAYS, 6,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS a. PREPACKAGED CEMENTITIOUS PATCHING MORTAR SHALL BE POLYMER MODIFIED, HAVE HIGH ABRASION RESISTANCE, AND SHALL 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 (ASTM C-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 MANUFACTURER AND SHALL BE FULLY COMPATIBLE WITH EACH OTHER. 2. DECK SLAB AND STAIRS - 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS a. CONCRETE DELIVERY TICKETS SHALL RECORD ALL FREE WATER IN THE MIX: AT BATCHING BY PLANT, FOR CONSISTENCY BY DRIVER, AND ANY ADDITIONAL REQUEST BY CONTRACTOR IF PERMITTED BY THE MIX DESIGN. b. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL REINFORCEMENT. 3. PRECAST WALKWAY SLAB - 5,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS a. A CORROSION INHIBITING ADMIXTURE SHALL BE INCLUDED IN THE CONCRETE MIX. THE ADMIXTURE SHALL BE RHEOCRETE CNI CORROSION INHIBITOR FROM BASF, DCI S CORROSION INHIBITOR FROM GRACE CONSTRUCTION PRODUCTS OR AN APPROVED EQUAL. ADDITION RATE OF CORROSION INHIBITING ADMIXTURE SHALL BE AS RECOMMENDED BY THE MANUFACTURER. B. ALL NON-STAINLESS STEEL OR ALUMINUM INSERTS, ANCHOR BOLTS, PLATES, AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A153 OR ASTM 123 UNLESS OTHERWISE NOTED. C. REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL BE SECURED IN POSITION PRIOR TO PLACEMENT OF CONCRETE USING EPOXY IN A MANNER NOT TO PROHIBIT THE REQUIRED CONCRETE ADHESION. D. EPOXY FOR DOWELS SHALL BE HILTI HIT-RE 500-V3, OR APPROVED EQUAL. E. EPOXY FOR CRACK REPAIRS SHALL BE SIKADUR-52 INJECTION, OR APPROVED EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EXISTING CONCRETE: A. CONTRACTOR SHALL NOT DAMAGE, CUT OR DRILL THROUGH EXISTING REINFORCING. IF REINFORCING IS DAMAGED, THE CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER IMMEDIATELY AND SHALL BE RESPONSIBLE FOR REPAIRING THE DAMAGE AT CONTRACTOR'S SOLE 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 AREA 2. 6” BAND OF EXISTING CONCRETE SURFACE AROUND THE PERIMETER OF THE SPALL REPAIR AREA C. 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 TWO COATS OF 7 MILS EACH. D. REMOVE ALL FORM RELEASE AGENTS, CURING COMPOUNDS, SALTS, EFFLORESCENCE, LAITANCE, AND OTHER FOREIGN MATTER BY SANDBLASTING, MECHANICAL SCARIFICATION, OR SUITABLE CHEMICAL MEANS. REFER TO ASTM D4260. RINSE THOROUGHLY AND ALLOW TO COMPLETELY DRY BEFORE COATING. TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 29 Type text here REPAIR TYPE UNIT I II III IV (A) V L.F. 125 130 450 35 125 QUANTITY S.F. S.F. S.F. S.F. SUMMARY OF QUANTITIES IV (B)L.F.60 ORIGINAL MILL SCALE UNOXIDIZED LIGHT TO MEDIUM OXIDIZED SECTION (CLEANING REQ'D) HEAVY CORRODED SECTION (CLEANING REQ'D) MINIMUM ALLOWABLE BAR DIAMETER CHART BAR SIZE DIAMETER #4 3 8" #5 1 2" #6 5 8" #7 11 16" #8 13 16" NEW SPLICE BAR 21 2" BAR DIAMETER 21 2" TYP SPALL REPAIR NOTES: 1. SAWCUT A MINIMUM OF 3 4" DEEP AROUND PERIMETER OF THE REPAIR AREA. DO NOT CUT EXISTING REBAR, UNLESS OTHERWISE NOTED IN CONTRACT PLANS. NO FEATHERING OF PATCHING MATERIAL IS ALLOWED, EDGES OF REPAIRS WILL HAVE MIN 3 4". 2. REMOVE ALL UNSOUND AND LOOSE CONCRETE FROM WITHIN THE REPAIR AREA DOWN TO SOUND SUBSTRATE, OR TO THE SPECIFIED DEPTH AS NOTED IN THE SPALL REPAIR DETAILS. THE OUTER LAYER OF EXISTING REBARS MUST BE EXPOSED WITHIN THE ENTIRE REPAIR AREA. THE CONCRETE SHALL BE REMOVED TO A DEPTH THAT IS SUFFICIENT TO CREATE A 3 4" ANNULAR SPACE AROUND ALL REBARS WITHIN THE REPAIR AREA. 3. THE EXPOSED CONCRETE SURFACE SHALL BE ROUGHENED TO A 1 8" 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 REPAIR AREA. CLEAN EXPOSED REINFORCING BY HAND OR WITH POWER TOOLS SO IT IS FREE OF LOOSE RUST AND OTHER LAITANCE PER SSPC-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/S8.2. COAT ALL EXPOSED REINFORCING WITH 2 COATS OF EPOXY BONDING AGENT. EPOXY BONDING AGENT SHALL BE SIKA ARMATEC 110, MASTER BUILDERS EMACO 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 BE SATURATED 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 TROWEL APPLIED 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, OR APPROVED EQUAL. 8. LAYERS OF TROWEL APPLIED POLYMER-MODIFIED CEMENT MORTAR SHALL BE 1 4" MIN AND 11 2" MAX IN THICKNESS OR AS LIMITED BY THE 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, COLOR, AND APPEARANCE OF SURROUNDING CONCRETE. ARCHITECTURAL FEATURES SUCH AS GROOVES, REVEALS, DRIPS AND CHAMFERS SHALL ALSO BE MAINTAINED. 10. CONCRETE REPAIR AREA SHALL BE ALLOWED TO CURE A MINIMUM OF 14 DAYS BEFORE FORMS ARE REMOVED AND THE SURFACE IS COATED. APPLY SEALANT/COATING TO ALL REPAIR SURFACES AND TO THE SURROUNDING EXISTING CONCRETE SURFACES. THE COATING SHALL COVER THE ENTIRE REPAIR SURFACE, PLUS 6" OF THE EXISTING CONCRETE SURFACES SURROUNDING THE REPAIR AREA. SEE "COATING OF SPALL REPAIRS", NOTES. CHIP AWAY CONCRETE AND EXPOSE REBAR TO THIS POINT WELD LENGTH CONCRETE SURFACE OUTLINE OF CONCRETE SPALL 3" MIN ALL AROUND EXISTING REINFORCING STEEL SAWCUT 3 4" DEEP, MIN AND CHIP AWAY CONCRETE TO SOUND SUBSTRATE. PROVIDE 3 4" MIN SPACE BEHIND ANY EXPOSED REBARS. SURFACE PROFILE SECTIONPATCHING MATERIAL LIMITS3"3"OUTLINE OF CONCRETE SPALL 3 4" MIN ANNULAR SPACE BEHIND EXISTING REBARS, TYP 3 4" NOTES: 1. REMOVE ALL HEAVY CORROSION AND SCALE FROM REINFORCING BARS BY HAND TOOLS OR WIRE BRUSH. 2. IF REINFORCING BAR DIAMETER, AFTER CLEANING IS LESS THAN THAT SHOWN IN ALLOWABLE BAR DIAMETER CHART, ADD SPLICE REBAR OF EQUIVALENT ORIGINAL EXISTING BAR DIAMETER. 3. WELDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS D1.4). 4. SPLICE REBARS SHALL BE ASTM A706, GRADE 60. S8.2 1 TYPICAL CONCRETE SPALL REPAIR DETAIL AND NOTES NOT TO SCALE S8.2 2 REBAR REPAIR DETAIL NOT TO SCALE S8.2 3 SUMMARY OF QUANTITIES NOT TO SCALE TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 30 QUANTITY CALCULATION: QTY. = (WIDTH + DEPTH) x LENGTH SAWCUT 3 4" DEEP, ALL AROUND REPAIR"WIDTH"6"TYPDEMOLITION DETAIL REPAIR DETAIL LINE OF SOUND, HARD CONCRETE, SEE SPALL REPAIR NOTES, SHEET S8.2 QUANTITY CALCULATION: QTY. = WIDTH x LENGTH PROVIDE 3 4" GAP ALL AROUND REBARS QUANTITY CALCULATION: QTY. = WIDTH x LENGTH EXISTING REBAR VERTICAL SURFACE DEMOLITION DETAIL REPAIR DETAIL QUANTITY CALCULATION S.F. = [WIDTH + (2 x DEPTH)] x LENGTH SEALANT/COATING SEE COATING OF SPALL NOTES, SHEET S8.1 S8.3 1 TYPE I REPAIR DETAIL (S.F.) NOT TO SCALE S8.3 2 TYPE II REPAIR DETAIL (S.F.) NOT TO SCALE S8.3 3 TYPE III REPAIR DETAIL (S.F.) NOT TO SCALE S8.3 5 TYPE V REPAIR DETAIL (S.F.) NOT TO SCALE FILL WITH HIGH STRENGTH EPOXY GROUT A HORIZONTAL SURFACES CRACK PREPARE SURFACE 2" MIN 2" MIN ROUT CRACKS (1 8" MIN) 1 4" MIN CRACK 1 4" MIN B VERTICAL SURFACESPREPARE SURFACE2"MIN2"MINROUTE A 1 8" MIN WIDE GROOVE AND PRESSURE INJECT WITH HIGH STRENGTH EPOXY GROUT S8.3 4 TYPE IV REPAIR DETAIL (L.F.) NOT TO SCALE NOTE: FORM AND PUMP ALL REPAIRS GREATER THAN 4 SQUARE FEET. POLYMER MODIFIED PATCHING MORTAR, SEE SPALL REPAIR NOTES, SHEET S8.2. MATCH EXISTING CONCRETE SURFACE 6" TYP REPAIR DETAIL SAWCUT 1 2" DEEP, ALL AROUND REPAIR "WIDTH" SLAB SOFFIT6"DEMOLITION DETAIL TOP OF DECK PROVIDE 3 4" GAP ALL AROUND REBAR SEALANT/COATING SEE COATING OF SPALL NOTES, SHEET S8.1 LINE OF SOUND, HARD CONCRETE POLYMER MODIFIED PATCHING MORTAR, SEE SPALL REPAIR NOTES, SHEET S8.2. MATCH EXISTING CONCRETE SURFACE TOP OF DECK WIDTH 3 4" CLEARANCE BEHIND ALL REBARS, MIN SAWCUT 3 4" DEEP, TYP EACH FACE LINE OF HARD AND SOUND CONCRETE, SEE SPALL REPAIR NOTES, SHEET S8.2DEPTHEXIST REBAR ℄ TOP OF DECK EXIST REBAR ℄ TOP OF DECK POLYMER MODIFIED PATCHING MORTAR, SEE SPALL REPAIR NOTES, SHEET S8.2. MATCH EXISTING CONCRETE SURFACE SEALANT/COATING SEE COATING OF SPALL NOTES, SHEET S8.16"MINDEMOLITION DETAIL REPAIR DETAIL WIDTH 3 4" CLEARANCE BEHIND ALL REBARS, MIN SAWCUT 3 4" DEEP, TYP EACH FACE LINE OF HARD AND SOUND CONCRETE, SEE SPALL REPAIR NOTES, SHEET S8.2 DEPTHEXIST REBAR ℄ BENT EXIST REBAR ℄ BENT SEALANT/COATING SEE COATING OF SPALL NOTES, SHEET S8.16"MINTOP OF DECK TOP OF DECK A MINIMUM OF 2 REBARS IN THE UNDERSIDE OF THE GIRDER SHALL BE EXPOSED POLYMER MODIFIED PATCHING MORTAR, SEE SPALL REPAIR NOTES, SHEET S8.2. MATCH EXISTING CONCRETE SURFACE NOTE: FORM AND PUMP ALL REPAIRS GREATER THAN 4 SQUARE FEET. NOTE: FORM AND PUMP ALL REPAIRS GREATER THAN 4 SQUARE FEET. NOTE: FORM AND PUMP ALL REPAIRS GREATER THAN 4 SQUARE FEET. TOTAL SHEETS FISCAL YEAR NO. SHEET DIST. NO. FED. ROAD STATE HAW.HAWAII PROJ. NO. FED. AID SHEET No. OF SHEETS HIGHWAYS DIVISION STATE OF HAWAI'I DEPARTMENT OF TRANSPORTATION 31