Loading...
HomeMy WebLinkAbout2024-10-10 Hanapepe Road Resurfacing - BID CONSTRUCTION PLANS - v1STANDARD PLANS SUMMARYME OR UNDER MY SUPERVISION ANDTHIS WORK WAS PREPARED BYBYREVISIONDATEBRIEFBYDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I4444 RICE STREET, SUITE 275DRAWN BYARCHITECT/ENGINEEREXP: APRIL 30, 2026JG/JOJMSCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATIONOFSHEET79HANAPĒPĒ ROAD RESURFACINGDISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'IFEDERAL-AID PROJECT NO. STP-0545(002)LIHU'E, KAUA'I, HAWAI'I 96766STANDARD PLANS SUMMARY2G-1 ME OR UNDER MY SUPERVISION ANDTHIS WORK WAS PREPARED BYBYREVISIONDATEBRIEFBYDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I4444 RICE STREET, SUITE 275DRAWN BYARCHITECT/ENGINEEREXP: APRIL 30, 2026JG/JOJMSCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATIONOFSHEET79HANAPĒPĒ ROAD RESURFACINGDISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'IFEDERAL-AID PROJECT NO. STP-0545(002)LIHU'E, KAUA'I, HAWAI'I 96766INDEX TO DRAWINGS ANDABBREVIATIONS3G-2INDEX TO DRAWINGSSHEETNO.DRAWINGNUMBERSHEET TITLE1T-1TITLE SHEET2G-1INDEX TO DRAWINGS AND ABBREVIATIONS3G-2456C-178CONSTRUCTION NOTES - 1CONSTRUCTION NOTES - 3EROSION SEDIMENT CONTROL NOTES AND DETAILSGENERAL PLAN - 1G-3CONSTRUCTION NOTES - 2C-2GENERAL PLAN - 2C-3TYPICAL SECTIONS - 1C-4TYPICAL SECTIONS - 2ASPHALT CONCRETEBOTTOM ELEVATIONBOTTOM CURBBACKFLOW PREVENTERBOTTOMBOTTOM WALLCHAIN LINKCONCRETE MASONRY UNITSEWER CLEANOUTCOLUMNCOMMUNICATIONCONCRETECONCRETE PAVEMENTCONCRETE ROCK MASONRYAPPROXIMATE DIAMETERDRAIN INLETDRAIN MANHOLEDRIVEWAYEAST BASELINEELEVATIONFIRE HYDRANTFEETGUY POLEGUY WIRE ANCHORAPPROXIMATE HEIGHTHOSE BIBBINVERT=LAMP POLEMAIL BOXMONUMENT WELLNOT TO SCALEOFFSETPAVEMENTPOWER POLEPOINT OF CURVATUREPOINT OF COMPOUNDING CURVATUREPOINT OF INTERSECTIONPOLYMER MODIFIED ASPHALTPOINT OF REVERSE CURVATUREPOINT OF TANGENTRIGHT-OF-WAYAPPROXIMATE SIZESHOULDERSEWER MANHOLESTATIONTOP ELEVATIONTOP CURBTAX MAP KEYTOP PIPE=TOP STEM=TOP VALVE=TOP WALLTYPICALUTILITY MANHOLEVEGETATIONWEST BASELINEWATER METERWATER MANHOLEWATER VALVEABBREVIATIONSACBBCBFPBOT.BWCLCMUCOCOL.COMM.CONC.CONC. PAV'TCRMD=DIDMHDWY.EBELEV.FHFT.GPGWH=HBA.=LPMBMON. WELLNTSO/SPAV'T.PPPCPCCPIPMAPRCPTR/WS=SHLDRSMHSTATTCTMKTP=TS=TV=TWTYP.UTIL. MHVEGT.WBWMWMHWV910G-4G-5C-5DEMOLITION & EROSION CONTROL PLAN - 1 WEST STA 0+00 TO STA 1+50DEMOLITION & EROSION CONTROL PLAN - 2 WEST STA 1+50 TO STA 4+00DEMOLITION & EROSION CONTROL PLAN - 3 WEST STA 4+00 TO STA 6+50DEMOLITION & EROSION CONTROL PLAN - 4 WEST STA 6+50 TO STA 9+00DEMOLITION & EROSION CONTROL PLAN - 5 WEST STA 9+00 TO STA 12+00DEMOLITION & EROSION CONTROL PLAN - 6 WEST STA 12+00 TO STA 14+50DEMOLITION & EROSION CONTROL PLAN - 7 WEST STA 14+50 TO STA 17+50DEMOLITION & EROSION CONTROL PLAN - 8 WEST STA 17+50 TO STA 20+00DEMOLITION & EROSION CONTROL PLAN - 9 WEST STA 20+00 TO STA 23+00DEMOLITION & EROSION CONTROL PLAN - 10 WEST STA 23+00 TO STA 26+001213DEMOLITION & EROSION CONTROL PLAN - 11 WEST STA 26+00 TO EAST STA 2+00DEMOLITION & EROSION CONTROL PLAN - 12 EAST STA 2+00 TO STA 4+00DEMOLITION & EROSION CONTROL PLAN - 13 EAST STA 4+00 TO STA 6+00DEMOLITION & EROSION CONTROL PLAN - 14 EAST STA 6+00 TO STA 8+50DEMOLITION & EROSION CONTROL PLAN - 15 EAST STA 8+50 TO STA 11+00DEMOLITION & EROSION CONTROL PLAN - 16 EAST STA 11+00 TO STA 13+50DEMOLITION & EROSION CONTROL PLAN - 17 EAST STA 13+50 TO STA 16+00DEMOLITION & EROSION CONTROL PLAN - 18 EAST STA 16+00 TO STA 19+00DEMOLITION & EROSION CONTROL PLAN - 19 EAST STA 19+00 TO STA 22+00DEMOLITION & EROSION CONTROL PLAN - 20 EAST STA 22+00 TO ENDSTANDARD PLANS SUMMARY11141516171819202122232425262728293031323334353637C-6C-7C-8C-9C-10C-11C-12C-13C-14C-15C-16C-17C-18C-19C-20C-21C-22C-23C-24C-25C-26C-27C-28C-29C-30C-31G-6383940414243C-32C-33C-34C-35C-36C-37444546474849C-38C-39C-40C-41C-42SITE PLAN - 1 WEST STA 0+00 TO STA 1+50SITE PLAN - 2 WEST STA 1+50 TO STA 4+00SITE PLAN - 3 WEST STA 4+00 TO STA 6+50SITE PLAN - 4 WEST STA 6+50 TO STA 9+00SITE PLAN - 5 WEST STA 9+00 TO STA 12+00SITE PLAN - 6 WEST STA 12+00 TO STA 14+50SITE PLAN - 7 WEST STA 14+50 TO STA 17+50SITE PLAN - 8 WEST STA 17+50 TO STA 20+00SITE PLAN - 9 WEST STA 20+00 TO STA 23+00SITE PLAN - 10 WEST STA 23+00 TO STA 26+00SITE PLAN - 11 WEST STA 26+00 TO EAST STA 2+00SITE PLAN - 12 EAST STA 2+00 TO STA 4+00SITE PLAN - 13 EAST STA 4+00 TO STA 6+00SITE PLAN - 14 EAST STA 6+00 TO STA 8+50SITE PLAN - 15 EAST STA 8+50 TO STA 11+00SITE PLAN - 16 EAST STA 11+00 TO STA 13+50SITE PLAN - 17 EAST STA 13+50 TO STA 16+00SITE PLAN - 18 EAST STA 16+00 TO STA 19+00SITE PLAN - 19 EAST STA 19+00 TO STA 22+00SITE PLAN - 20 EAST STA 22+00 TO END505152C-43C-44C-455354C-46C-4755C-48SIGNAGE & STRIPING PLAN - 1 WEST STA 0+00 TO STA 1+50SIGNAGE & STRIPING PLAN - 2 WEST STA 1+50 TO STA 4+00SIGNAGE & STRIPING PLAN - 3 WEST STA 4+00 TO STA 6+50SIGNAGE & STRIPING PLAN - 4 WEST STA 6+50 TO STA 9+00SIGNAGE & STRIPING PLAN - 5 WEST STA 9+00 TO STA 12+00SIGNAGE & STRIPING PLAN - 6 WEST STA 12+00 TO STA 14+50SIGNAGE & STRIPING PLAN - 7 WEST STA 14+50 TO STA 17+50SIGNAGE & STRIPING PLAN - 8 WEST STA 17+50 TO STA 20+00SIGNAGE & STRIPING PLAN - 9 WEST STA 20+00 TO STA 23+00SIGNAGE & STRIPING PLAN - 10 WEST STA 23+00 TO STA 26+00SIGNAGE & STRIPING PLAN - 11 WEST STA 26+00 TO EAST STA 2+00SIGNAGE & STRIPING PLAN - 12 EAST STA 2+00 TO STA 4+00SIGNAGE & STRIPING PLAN - 13 EAST STA 4+00 TO STA 6+00SIGNAGE & STRIPING PLAN- 14 EAST STA 6+00 TO STA 8+50SIGNAGE & STRIPING PLAN - 15 EAST STA 8+50 TO STA 11+00SIGNAGE & STRIPING PLAN - 16 EAST STA 11+00 TO STA 13+50SIGNAGE & STRIPING PLAN - 17 EAST STA 13+50 TO STA 16+00SIGNAGE & STRIPING PLAN - 18 EAST STA 16+00 TO STA 19+00SIGNAGE & STRIPING PLAN - 19 EAST STA 19+00 TO STA 22+00SIGNAGE & STRIPING PLAN - 20 EAST STA 22+00 TO ENDINDEX TO DRAWINGS CONTINUEDSHEETNO.DRAWINGNUMBERSHEET TITLEC-4957C-5058C-51596061C-566263C-52C-57C-58C-596465C-53C-54C-60676866697071727374757677C-61C-62C-63C-64C-65C-66C-67C-68C-69C-70C-5556MISCELLANEOUS DETAILS - 1MISCELLANEOUS DETAILS - 2WATER DETAILS - 1TRAFFIC CONTROL NOTESTRAFFIC CONTROL PLANS - 1TRAFFIC CONTROL PLANS - 2MISCELLANEOUS DETAILS - 378C-71WATER DETAILS - 279C-72 CONSTRUCTION NOTES - 14G-3NOTES FOR GENERAL CONSTRUCTION:1.THE PROJECT INCLUDES RESURFACING OF HANAPEPE ROAD,PAVEMENT WIDENING, RECONSTRUCTION OF DRIVEWAYS,CONSTRUCTION OF CONCRETE WALKWAYS, CURBS, CURB RAMPS,PAVEMENT STRIPING AND MARKING, RELOCATION AND REMOVALOF EXISTING SIGNAGE, AND NEW SIGNAGE.2.ALL CONSTRUCTION WORK IS TO BE CONSTRUCTED INACCORDANCE WITH THE PUBLICATION "HAWAI'I STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005"AND ITS AMENDMENTS AND THE "STANDARD DETAILS FOR PUBLICWORKS, CITY AND COUNTY OF HONOLULU, AND THE COUNTIES OFKAUA'I, MAUI, AND HAWAI'I." THE STANDARD DETAILS AREAVAILABLE AT THE COUNTY OF KAUA'I CLERK'S OFFICE.3.NO GRADING BETWEEN 7 P.M. TO 7 A.M. ON ANY GIVEN DAY OR ONSATURDAYS, SUNDAYS, AND HOLIDAYS WITHOUT WRITTENPERMISSION FROM THE COUNTY ENGINEER AND THE STATEDEPARTMENT OF HEALTH.4.CONTRACTOR TO NOTIFY PUBLIC WORKS DEPARTMENT FIVE (5)BUSINESS DAYS PRIOR TO COMMENCING ANY GRADING WORK.WHEN COMPLETED AND READY FOR FINAL INSPECTION, NOTIFYPUBLIC WORKS DEPARTMENT INSPECTION SECTION.5.CONSTRUCTION PLANS ARE VALID FOR A PERIOD OF ONE (1) YEARFROM THE DATE OF APPROVAL. IF CONSTRUCTION DOES NOTCOMMENCE WITHIN THE ONE-YEAR TIME FROM THE DATE OFAPPROVAL, THE CONSTRUCTION PLANS SHALL BE RESUBMITTED TOALL REVIEWING AND APPROVING AGENCIES FOR REVIEW,APPROVAL AND RECERTIFICATION OF THE PLAN.6.ALL GRADING, GRUBBING AND STOCKPILING WORK SHALL BEPERFORMED IN ACCORDANCE WITH THE COUNTY OF KAUA'IORDINANCE NO. 808.7.AFTER EACH RAINFALL EVENT, THE CONTRACTOR SHALL INSPECTAND REMOVE ALL SILT AND DEBRIS RESULTING FROM HIS WORKAND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS, AND OTHERAREAS. THE COST INCURRED FOR ANY NECESSARY REMEDIALACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THECONTRACTOR.8.DURING CLEANING OPERATIONS, THE CONTRACTOR SHALL SUPPLYA WATER TRUCK FOR DUST CONTROL PURPOSES UNTIL THEVEGETATION HAS RE-ESTABISHED ITSELF. EXCESS WATER,INCLUDING SILT AND DIRT, SHALL NOT BE ALLOWED TO RUN-OFFTHE PROJECT SITE AND ENTER DRAINAGE SYSTEM. WATER TRUCKSHALL NOT BE USED TO WASH DOWN THE ROAD.9.BENCHMARKS THAT ARE DISTURBED OR DESTROYED SHALL BERESTORED UNDER A LICENSED LAND SURVEYOR'S DIRECTION.COPIES OF FIELD NOTES, DESCRIPTIONS AND NEW VALUES OF THENEW BENCHMARK SHALL BE SENT TO THE DEPARTMENT OF PUBLICWORKS SURVEY SECTION FOR REVIEW AND APPROVAL PRIOR TOFINAL ACCEPTANCE OF THE PROJECT.10.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OVERTIME NIGHTWORK PAYMENTS FOR COUNTY'S STAFF AND INSPECTIONPERSONNEL INCLUDING CONSULTANTS, WHEN THE CONTRACTREQUIRES OVERTIME OR NIGHT WORK TO BE PERFORMED, ORDIRECTS THE CONTRACTOR TO WORK ADDITIONAL SHIFTS OROVERTIME FOR COUNTY'S CONVENIENCE.11.BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED ATALL TIMES TO THE MAXIMUM EXTENT PRACTICABLE TO PREVENTDAMAGE BY SEDIMENTATION, EROSION OR DUST TO STREAMS,WATERCOURSES, NATURAL AREAS AND THE PROPERTY OFOTHERS.12.SURVEYS SHALL BE DONE UNDER THE SUPERVISION OF A LANDSURVEYOR LICENSED IN THE STATE OF HAWAI'I.13.PRIOR TO STARTING ANY EXCAVATION ACTIVITIES, THECONTRACTOR SHALL CONTACT THE HAWAI'I ONE CALL CENTER AT1-866-423-7247.14.THE CONTRACTOR IS REMINDED OF THE REQUIREMENTS OFSUBSECTION 105.16-SUBCONTRACTS, WHICH REQUIRES HIM TOPERFORM WORK AMOUNTING TO NOT LESS THAN 30 PERCENT OFTHE TOTAL CONTRACT COST LESS DEDUCTIBLE ITEMS.NON-COMPLIANCE WITH THIS SUBSECTION MAY BE GROUNDS FORREJECTION OF BID.15.AT THE END OF EACH DAYS WORK, THE CONTRACTOR SHALLREMOVE ALL EQUIPMENT AND ANY OBSTRUCTIONS TO PERMITFREE AND SAFE PASSAGE OF PUBLIC TRAFFIC.16.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,MANHOLES, MONUMENTS AND STRUCTURES AS SHOWN ON THEPLANS ARE FROM THE LATEST AVAILABLE DATA BUT THEACCURACY IS NOT GUARANTEED. THE ENCOUNTERING OF ALLOTHER OBSTACLES DURING THE COURSE OF WORK IS POSSIBLE.THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGESINCURRED TO THE EXISTING FACILITIES AND/OR IMPROVEMENTS ASA RESULT OF HIS OPERATIONS.17.REMOVAL AND DISPOSAL OF EXISTING TRAFFIC SIGNS AND POSTSSHALL BE CONSIDERED INCIDENTAL TO VARIOUS CONTRACT ITEMS.18.EXISTING DRAINAGE SYSTEM WILL BE FUNCTIONAL AT ALL TIMESDURING CONSTRUCTION. THE CONTRACTOR IS TO FURNISHMATERIALS, EQUIPMENT, LABOR, TOOLS AND INCIDENTALSNECESSARY TO MAINTAIN FLOW. THE WORK SHALL BE CONSIDEREDINCIDENTAL TO THE VARIOUS CONTRACT ITEMS.19.PRIOR TO INSTALLATION OF FINAL ROADWAY IMPROVEMENTS(SUBGRADE, BASE COURSE, AND FINAL CONCRETE OR ACPAVEMENT, CURBS, GUTTERS, SIDEWALK, ETC.), ANY NEW RIGHTOF WAY IMPROVEMENTS AND/OR ANY NEW SEWER LINES, DRAINLINES, MANHOLES, AND STRUCTURES THAT WILL BE TRANSFERREDTO THE COUNTY OR REQUIRED FOR THE SUBDIVISION OF THEPROPERTY, THE CONTRACTOR SHALL HAVE ALL IMPROVEMENTSSURVEYED AND STAKED OUT BY A LICENSED PROFESSIONAL LANDSURVEYOR AND THE CONTRACTOR SHALL EXPOSE, VERIFY, ANDBACKFILL ALL EXISTING UNDERGROUND UTILITIES ANDSTRUCTURES IN CLOSE PROXIMITY TO CROSSINGS ANDCONNECTIONS PRIOR TO ESTABLISHING ROAD SUBGRADE AND/OREXCAVATION OF PIPELINE TRENCH. CONTRACTOR SHALL PROVIDETHE LICENSED SURVEYOR CUT SHEET OF FINAL SUBGRADE ANDPROBING INFORMATION TO THE PUBLIC WORKS ENGINEERINGCONSTRUCTION ENGINEER FOR REVIEW AND APPROVAL BEFOREMOVING FORWARD WITH INSTALLATION VIA THE SUBMITTAL REVIEWPROCESS.20.THE DEPARTMENT OF PUBLIC WORKS SHALL BE PROVIDED TWENTY(20) WORKING DAYS FOR ALL SUBMITTAL REVIEWS FROM THE TIMEOF SUBMISSION BY THE CONTRACTOR.21.THE DEPARTMENT OF PUBLIC WORKS SHALL HAVE ACCESS TO THEWORK AT ALL TIMES DURING CONSTRUCTION AND SHALL BEFURNISHED WITH EVERY REASONABLE FACILITY (INCLUDING BUTNOT LIMITED TO LAYOUT UNDER THE SUPERVISION OF A LANDSURVEYOR LICENSED IN THE STATE OF HAWAI'I) FORASCERTAINING THAT THE MATERIALS USED AND THEWORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CHAPTER 9 SUBDIVISION ORDINANCE; ORDINANCE NO. 808,ARTICLE 7, GRADING, GRUBBING AND STOCKPILING; AND THESTANDARDS ESTABLISHED BY THE DEPARTMENT OF PUBLICWORKS.NOTES FOR CONSTRUCTION WITHIN RIGHT-OF-WAY:1.ALL DAMAGED PAVEMENT SHALL BE RESTORED TO MATCH THEEXISTING PAVEMENT STRUCTURE OR REPAIRED WITH 2" MINIMUMPOLYMER MODIFIED ASPHALT CONCRETE PAVEMENT (STATEDESIGN MIX V WITH PG 64E-22) AND 8" MINIMUM BASE COURSE, INACCORDANCE WITH COUNTY OF KAUA'I, "HAWAI'I STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005"AND ITS AMENDMENTS; AND "STANDARD DETAILS FOR PUBLICWORKS CONSTRUCTION, SEPTEMBER 1984", AS AMENDED BY THEDEPARTMENT FOR PUBLIC WORKS CITY AND COUNTY OFHONOLULU, AND THE COUNTIES FOR KAUA'I, MAUI, AND HAWAI'I.2.THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALLNECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALLNECESSARY PRECAUTIONS FOR THE PROTECTION AND FOR THECONVENIENCE AND SAFETY OF THE PUBLIC TRAFFIC. ALL SUCHPROTECTIVE FACILITIES AND PRECAUTIONS TO BE TAKEN SHALLCONFORM WITH THE RULES AND REGULATIONS GOVERNING THEUSE OF TRAFFIC CONTROL DEVICES AT WORK SITES ON ORADJACENT TO PUBLIC STREETS AND HIGHWAYS ADOPTED BY THEHIGHWAY SAFETY COORDINATOR AND U.S. FEDERAL HIGHWAYADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2009 AND ITS AMENDMENTS.3.THE CONTRACTOR SHALL, WHENEVER NECESSARY, PROPERLYSHEET AND BRACE ALL EXCAVATIONS TO RENDER IT SECURE ANDSHALL REMOVE ALL SUCH SHEETING AND BRACING BEFORECOMPLETION OF THE BACKFILL FOR WATER MAINS. THE MINIMUMCOVER REQUIREMENTS (FROM TOP OF PIPE TO FINISHED GRADEOVER PIPE) IS THREE (3) FEET.4.A PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM THEDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I BEFOREWORK ON A PUBLIC STREET OR HIGHWAY MAY BEGIN. PERMITFEES SHALL BE AT THE CONTRACTOR'S EXPENSE.5.DRIVEWAYS SHALL BE KEPT OPEN UNLESS OWNERS OF THEABUTTING LOTS USING THESE RIGHT-OF-WAY ARE OTHERWISEPROVIDED FOR SATISFACTORILY.6.ALL WORK INCLUDING REPAIR OF DAMAGED PAVEMENT ANDSHOULDERS SHALL BE INSPECTED AND APPROVED BY THEDEPARTMENT OF PUBLIC WORKS. ALL UNAPPROVED WORK SHALLBE CONSIDERED UNACCEPTABLE AND SHALL BE REWORKED ANDCORRECTED AS DIRECTED BY THE DEPARTMENT OF PUBLICWORKS, AT THE CONTRACTOR'S EXPENSE.7.DAMAGED SHOULDERS SHALL BE RESTORED TO A CONDITIONEQUAL TO OR BETTER THAN EXISTING CONDITION.8.WORK ON A PUBLIC STREET AREA MAY BE PERFORMED ONLY BETWEEN THE HOURS OF 8:00 A.M. TO 3:30 P.M. MONDAY THROUGHFRIDAY, AND NOT ON HOLIDAYS RECOGNIZED BY THE COUNTY OFKAUA'I, UNLESS OTHERWISE PERMITTED IN WRITING BY THE COUNTY ENGINEER.9.DURING NON-WORKING HOURS, ALL TRENCHES SHALL BE COVEREDWITH A SAFE NON-SKID BRIDGING MATERIAL AND ALL LANES SHALLBE OPENED TO PUBLIC VEHICULAR AND PEDESTRIAN TRAFFIC.10.NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OROTHERWISE STORED WITHIN COUNTY RIGHT-OF-WAY EXCEPT ATLOCATIONS DESIGNATED IN WRITING AND APPROVED BY THECOUNTY ENGINEER.11.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TOOFFER THE LEAST POSSIBLE OBSTRUCTIONS AND INCONVENIENCETO THE PUBLIC AND HE SHALL HAVE UNDER CONSTRUCTION NOGREATER LENGTH OR AMOUNT OF WORK THAN HE CAN EXECUTEPROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC.12.ALL EXISTING DRAINAGE FLOW CONDITIONS SHALL BE MAINTAINED.13.THE CONTRACTOR SHALL RETAIN THE SERVICES OF AGEOTECHNICAL ENGINEER FOR QUALITY CONTROL. CERTIFICATIONFROM THE GEOTECHNICAL ENGINEER SHALL BE SUBMITTED TO THEDEPARTMENT OF PUBLIC WORKS AT THE COMPLETION OF THECONSTRUCTION WORK. THE GEOTECHNICAL ENGINEER SHALLCERTIFY THAT THE CONSTRUCTION WORK MEETS THE "STANDARDSPECIFICATIONS". THE GEOTECHNICAL ENGINEER SHALL ALSOSUBMIT TEST RESULTS AS REQUESTED BY THE DEPARTMENT OFPUBLIC WORKS.14.THE CONTRACTOR SHALL HOLD A PRECONSTRUCTION MEETINGWITH THE CONSTRUCTION - DESIGN SECTIONS OF THEDEPARTMENT OF PUBLIC WORKS BEFORE COMMENCING ANYWORK.15.THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO AND FROM ALLEXISTING DRIVEWAYS, SIDEWALKS, AND ADA ACCESS ROUTES, ANDSIDE STREETS AND CROSS STREETS AT ALL TIMES. THE WORKSHALL BE CONSIDERED INCIDENTAL TO THE VARIOUS CONTRACTITEMS, AND WILL NOT BE PAID FOR SEPARATELY.16.ALL WORKS OF TONING, PROBING, HAND DIGGING AND ALL OTHERMEANS OF UTILITY VERIFICATION SHALL NOT BE PAID FORSEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THEVARIOUS CONTRACT ITEMS.17.ANY WORK SPECIFIED IN THE CONTRACT BUT NOT LISTEDSEPARATELY IN THE PROPOSAL SCHEDULE SHALL BE CONSIDEREDINCIDENTAL TO OTHER VARIOUS CONTRACT ITEMS AND SHALL NOTBE PAID FOR SEPARATELY.18.THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TOPRESERVE BENCHMARKS (SURVEY MONUMENTS) WHENEVER THECENTER OF A SURVEY MONUMENT IS LESS THAN THREE (3) FEETFROM THE EDGE OF CONSTRUCTION. THE CONTRACTOR SHALLRETAIN A LICENSED SURVEYOR TO REFERENCE THE LOCATION OFSAID SURVEY MONUMENT.PAVEMENT AND TRENCH RESTORATION NOTES:1.THE ENTIRE ROAD INTERSECTION SHALL BE RESURFACEDWHENEVER TRENCH REPAVING IS REQUIRED WITHIN ANY PORTIONOF AN INTERSECTION. THE LIMITS OF RESURFACING SHALL BE THECURVE RETURNS OF THE ROADWAYS OF THE INTERSECTIONS.2.ALL EXISTING PAVEMENT STRIPING DISTURBED BY THIS PROJECTSHALL BE RESTORED. THE STRIPING MATERIALS SHALL BETHERMOPLASTIC TAPE OR THERMOPLASTIC EXTRUSION. PAINTINGIS NOT ACCEPTABLE.3.THE LIMITS OF ROAD RESTORATION WORK MAY BE REVISED BY THEENGINEERING DIVISION OF THE COUNTY DEPARTMENT OF PUBLICWORKS DURING PROCESSING OF ROAD PERMITS OR THIS PROJECT.ENDANGERED SPECIES PROTECTION NOTES:1.NO NIGHTTIME CONSTRUCTION (9:00 P.M. TO 4:30 A.M.) SHALL BEPERFORMED DURING THE PERIOD OF MAY 1 THROUGH DECEMBER15 OF ANY YEAR.2.ALL WORK LIGHTS SHALL BE SHIELDED (MINIMUM LIGHT SPILLTOWARDS THE SKY) AND DIRECTED DOWNWARDS TO THE MAXIMUMEXTENT PRACTICABLE, SO THE BULB CAN ONLY BE SEEN FROMBELOW BULB HEIGHT AND ONLY USED WHEN CONSTRUCTION ISOCCURRING IN THE AREA ILLUMINATED BY THE LIGHT. THESHIELDED LIGHTS BEING USED SHOULD ALSO BE FACING AWAYFROM THE OCEAN AS MUCH AS POSSIBLE TO MINIMIZE LIGHTDISORIENTATION.3.THE CONTRACTOR SHALL TRAIN ALL EMPLOYEES WORKING ATNIGHT (RECORDS RETAINED BY THE CONTRACTOR) ON HOW TOHANDLE ANY RETRIEVED DOWNED BIRDS AND SHALL HAVEAPPROPRIATE EQUIPMENT AS APPROVED BY SAVE OURSHEARWATERS (SOS) ON SITE TO HOLD AND TRANSPORT ANYRETRIEVED BIRDS TO AN SOS FACILITY.4.WOODY PLANTS GREATER THAN 15 FEET TALL SHALL NOT BEDISTURBED, REMOVED, OR TRIMMED DURING THE PERIOD OF JUNE1 THROUGH SEPTEMBER 15 OF ANY YEAR.ME OR UNDER MY SUPERVISION ANDTHIS WORK WAS PREPARED BYBYREVISIONDATEBRIEFBYDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I4444 RICE STREET, SUITE 275DRAWN BYARCHITECT/ENGINEEREXP: APRIL 30, 2026JG/JOJMSCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATIONOFSHEET79HANAPĒPĒ ROAD RESURFACINGDISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'IFEDERAL-AID PROJECT NO. STP-0545(002)LIHU'E, KAUA'I, HAWAI'I 96766 WATER POLLUTION AND EROSION CONTROL NOTES:1.GENERAL:A.THE CONTRACTOR IS REMINDED OF THE REQUIREMENTS OFSECTION 209 - WATER POLLUTION AND EROSION CONTROL ANDSECTION 620 - DUST CONTROL IN THE "HAWAI'I STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2005,"AND ITS AMENDMENTS. SECTION 209 DESCRIBES BUT IS NOTLIMITED TO SUBMITTAL REQUIREMENTS; SCHEDULING OF A WATERPOLLUTION AND EROSION CONTROL CONFERENCE WITH THECOUNTY; CONSTRUCTION REQUIREMENTS; METHOD OFMEASUREMENT; AND BASIS OF PAYMENT. NO WORK SHALLCOMMENCE WITHOUT A BMP PLAN APPROVED BY THEDEPARTMENT OF HEALTH.B.THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE"INTERIM BEST MANAGEMENT PRACTICES MANUAL FORCONSTRUCTION SITES FOR THE COUNTY OF KAUA'I, APRIL 2004"AND THE "CONSTRUCTION BEST MANAGEMENT PRACTICES FIELDMANUAL, JANUARY 2008" IN DEVELOPING, INSTALLING ANDMAINTAINING THE BEST MANAGEMENT PRACTICES (BMP'S) FORTHE PROJECT. THE CONTRACTOR MAY SUBMIT ALTERNATEMETHODS TO THE COUNTY FOR ACCEPTANCE.C.THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED BMPPLAN, NOI, ETC. ON THE PROJECT SITE. THE BMP PLAN SHALL BEUPDATED TO REFLECT ANY CHANGES MADE DURING THE COURSEOF CONSTRUCTION FOR THE DURATION OF THE PROJECT.D.THE ENGINEER MAY ASSESS LIQUIDATED DAMAGES OF UP TO$27,500 FOR NON-COMPLIANCE OF EACH BMP REQUIREMENT ANDEACH REQUIREMENT STATED IN SECTION 209, FOR EVERY DAY OFNON-COMPLIANCE. THERE IS NO MAXIMUM LIMIT ON THE AMOUNTASSESSED PER DAY.E.THE ENGINEER WILL DEDUCT THE COST FROM THE PROGRESSPAYMENT FOR ALL CITATIONS RECEIVED BY THE DEPARTMENT FORNON-COMPLIANCE, OR THE CONTRACTOR SHALL REIMBURSE THESTATE AND/OR COUNTY FOR THE FULL AMOUNT OF THEOUTSTANDING COST INCURRED BY THE STATE AND/OR COUNTY.2.WASTE DISPOSAL:A.WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE COLLECTEDAND STORED IN A SECURELY LIDDED METAL DUMPSTER THATDOES NOT LEAK. THE DUMPSTER SHALL MEET ALL LOCAL ANDSTATE SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASHAND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITEDIN THE DUMPSTER. THE DUMPSTER SHALL BE EMPTIED AT AMINIMUM OF TWICE PER WEEK OR AS OFTEN AS IS DEEMEDNECESSARY. NO CONSTRUCTION WASTE MATERIAL SHALL BEBURIED ONSITE. THE CONTRACTOR'S SUPERVISORY PERSONNELSHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDUREFOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICESSHALL BE POSTED IN THE OFFICE TRAILER AND THE CONTRACTORSHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURESARE FOLLOWED.B.HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIALS SHALLBE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATEREGULATIONS OR BY THE MANUFACTURER. THE CONTRACTOR'SSITE PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES ANDSHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES AREFOLLOWED.C.SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTEDFROM THE PORTABLE UNITS A MINIMUM OF ONCE PER WEEK, ORAS REQUIRED.3.EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCEPRACTICES:A.ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCEEACH WEEK AND WITHIN 24 HOURS FOLLOWING ANY RAINFALLEVENT OF 0.5 INCHES OR GREATER.B.ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER.IF REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURSAFTER THE INSPECTION.C.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHENIT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.D.SILT SCREEN OR FENCE SHALL BE INSPECTED FOR DEPTH OFSEDIMENT, TEARS, TO VERIFY THAT THE FABRIC IS SECURELYATTACHED TO THE FENCE POSTS OR CONCRETE SLAB AND TOVERIFY THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.E.TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BEINSPECTED FOR BARE SPOTS, WASH OUTS AND HEALTHY GROWTH.F.THE CONTRACTOR SHALL SUBMIT TO THE COUNTY A MAINTENANCEINSPECTION REPORT PROMPTLY AFTER EACH WEEKLYINSPECTION.G.THE CONTRACTOR SHALL SELECT A MINIMUM OF THREEPERSONNEL WHO SHALL BE RESPONSIBLE FOR INSPECTION,MAINTENANCE AND REPAIR ACTIVITIES AND FILLING OUT THEINSPECTION AND MAINTENANCE REPORT.H.PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCERESPONSIBILITIES SHALL RECEIVE TRAINING FROM THECONTRACTOR. THEY SHALL BE TRAINED IN ALL THE INSPECTIONAND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THEEROSION AND SEDIMENT CONTROLS USED ONSITE IN GOODWORKING ORDER.I.ALL SLOPES AND EXPOSED AREAS SHALL BE GRASSED AS FINALGRADES HAVE BEEN ESTABLISHED. GRADING TO FINAL GRADESHALL BE CONTINUOUS, AND ANY AREA IN WHICH WORK HAS BEENINTERRUPTED OR DELAYED OR EXPOSED FOR MORE THAN 15 DAYSSHALL BE GRASSED IN ORDER TO PREVENT DUST EMISSION,EROSION AND SILT RUNOFF. AREAS WITH IMPORTED SOILS SHALLBE GRASSED NOT MORE THAN 5 WORKING DAYS AFTER THE FINALGRADES HAVE BEEN ESTABLISHEDJ.TEMPORARY EROSION CONTROL SHALL NOT BE REMOVED BEFOREPERMANENT EROSION CONTROLS ARE IN-PLACE ANDESTABLISHED.4.GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES:A.MATERIALS POLLUTION PREVENTION PLAN:a.APPLICABLE MATERIALS OR SUBSTANCES LISTED BELOW AREEXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION.OTHER MATERIALS AND SUBSTANCES NOT LISTED BELOW SHALLBE ADDED TO THE INVENTORY OF THE CONSTRUCTIONCONTRACTOR'S SITE-SPECIFIC BMP PLAN.CONCRETEFERTILIZERSPETROLEUM BASED PRODUCTSDETERGENTSPAINTS (ENAMEL AND LATEX)CLEANING SOLVENTSb.MATERIAL MANAGEMENT PRACTICES SHALL BE USED TOREDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSUREOF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGHPRODUCTS AS IS REQUIRED TO DO THE JOB.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 CONTAINERSWITH THE ORIGINAL MANUFACTURERS LABEL.e.SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESSRECOMMENDED BY THE MANUFACTURER.f.A PRODUCT SHALL BE USED UP COMPLETELY BEFOREDISPOSING OF THE CONTAINER.g.MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE ANDDISPOSAL SHALL BE FOLLOWED.h.THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TOENSURE PROPER USE AND DISPOSAL OF MATERIALS ONSITE.B.HAZARDOUS MATERIAL POLLUTION PREVENTION PLAN:a.PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS UNLESSTHEY ARE NOT RESEALABLE.b.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS)SHALL BE RETAINED AND MADE AVAILABLE TO THE COUNTYUPON REQUEST.c.SURPLUS PRODUCTS SHALL BE DISPOSED OF ACCORDING TOMANUFACTURER'S INSTRUCTIONS OR LOCAL AND STATERECOMMENDED REGULATIONS.C.ONSITE AND OFFSITE PRODUCTS SPECIFIC PLANS:THE FOLLOWING PRODUCTS SPECIFIC PRACTICES SHALL BE FOLLOWEDONSITE:a.PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALLBE MONITORED FOR LEAKS AND RECEIVED REGULARPREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OFLEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED INTIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED.ANY ASPHALT SUBSTANCES USED ONSITE SHALL BE APPLIEDACCORDING TO THE MANUFACTURER'S RECOMMENDATION.b.FERTILIZERS: APPLY FERTILIZERS USED ONLY IN THE MINIMUMAMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCEAPPLIED, WORK FERTILIZER INTO THE SOIL TO LIMIT EXPOSURETO STORM WATER. STORAGE SHALL BE KEPT IN A COVEREDSHED. TRANSFER THE CONTENTS OF ANY PARTIALLY USEDBAGS OF FERTILIZER TO A SEALABLE PLASTIC BIN TO AVOIDSPILLS.c.PAINTS: SEAL AND STORE ALL CONTAINERS WHEN NOTREQUIRED FOR USE. DO NOT DISCHARGE EXCESS PAINT TO THEROADWAY DRAINAGE SYSTEM. DISPOSE PROPERLY ACCORDINGTO THE MANUFACTURER'S INSTRUCTION OR STATE AND LOCALREGULATIONS.d.CONCRETE TRUCKS: WASH OUT OR DISCHARGE CONCRETETRUCK DRUM WASH WATER ONLY AT A DESIGNATED SITE. DONOT DISCHARGE WATER IN THE ROADWAY DRAINAGE SYSTEMOR WATERS OF THE UNITED STATES. CONTACT DRINKINGWATER BRANCH, DEPARTMENT OF HEALTH AT(808) 586-4309 TO RECEIVE PERMISSION TO DESIGNATE ADISPOSAL SITE. CLEAN DISPOSAL SITE AS REQUIRED OR ASREPRESENTED BY THE OWNER'S REPRESENTATIVE.D.SPILL CONTROL PLAN:a.POST A SPILL PREVENTION PLAN TO INCLUDE MEASURES TOPREVENT AND CLEAN UP EACH SPILL.b.THE CONTRACTOR SHALL BE THE PREVENTION AND CLEAN-UPCOORDINATOR. DESIGNATE AT LEAST THREE SITE PERSONNELWHO SHALL RECEIVE SPILL PREVENTION AND CLEANUPTRAINING. THESE INDIVIDUALS SHALL EACH BECOMERESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION ANDCLEANUP. POST THE NAMES OF RESPONSIBLE SPILLPERSONNEL IN THE MATERIAL STORAGE AREA AND IN THEOFFICE TRAILER ONSITE.c.CLEARLY POST MANUFACTURER'S RECOMMENDED METHODSFOR SPILL CLEANUP. MAKE SITE PERSONNEL AWARE OF THEPROCEDURE AND THE LOCATION OF INFORMATION ANDCLEANUP SUPPLIES.d.KEEP MATERIAL AND EQUIPMENT NECESSARY FOR SPILLCLEANUP IN THE MATERIAL STORAGE AREA ONSITE.e.CLEAN UP ALL SPILL IMMEDIATELY AFTER DISCOVERY.f.KEEP THE SPILL AREA WELL VENTILATED. PERSONNEL SHALLWEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENTINJURY FROM CONTACT WITH HAZARDOUS SUBSTANCES.g.REPORT SPILLS OF TOXIC HAZARDOUS MATERIAL TO THEAPPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY,REGARDLESS OF SIZE.EROSION SEDIMENT CONTROLNOTES AND DETAILS12" DIA.FILTERSOCKPLAN (ANCHORING)SECTION (ANCHORING)PROTECTEDAREAPROTECTEDAREARUNOFFFLOWWORKAREAPROTECTEDAREARUNOFFFLOWWORKAREA4' (MAX.)6" MIN.OVERLAPRUNOFFFLOWWORKAREASTAKE,AS REQUIREDSTAKE,AS REQUIREDSTAKE, ASREQUIREDOVERLAP (ANCHORING)12" DIA. FILTER SOCK12" DIA. FILTER SOCKNOTES:1. INSTALLATION, INSPECTION, MAINTENANCE AND REMOVAL OFCOMPOST FILTER SOCKS SHALL BE DONE IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.2.PROVIDE NECESSARY TRAINING FOR PERSONNEL WHO WILL BERESPONSIBLE FOR IMPLEMENTATION OF BMPS.NOT TO SCALECOMPOST FILTER SOCK INSTALLATIONEXIST CATCHBASINEXIST CURBDROP INLET ORMEDIAN INLETWITHOUT GRATEEXIST GUTTER"CURB INLET GUARD"SEDIMENT FILTER ORAPPROVED SUBSTITUTEINSTALL GRAVEL BAGSPER MANUFACTURER'SRECOMMENDATIONSNOTE:"CURB INLET GUARD IS MANUFACTURED BY ERTEC ENVIRONMENTALSYSTEMS.AT CATCH BASINAT DRAIN INLETPLANSECTIONMETALGRATEEND OF FILTER FABRICSANDWICHED BETWEENGRATE AND FRAMEMETAL GRATEFILTER FABRIC(FABRIC GOESUNDER GRATE)DRAIN INLETNOT TO SCALESEDIMENT CONTROL FILTER DETAIL12" DIA. FILTER SOCK7G-6ME OR UNDER MY SUPERVISION ANDTHIS WORK WAS PREPARED BYBYREVISIONDATEBRIEFBYDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I4444 RICE STREET, SUITE 275DRAWN BYARCHITECT/ENGINEEREXP: APRIL 30, 2026JG/JOJMSCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATIONOFSHEET79HANAPĒPĒ ROAD RESURFACINGDISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'IFEDERAL-AID PROJECT NO. STP-0545(002)LIHU'E, KAUA'I, HAWAI'I 9676612" (MIN.) 2" (MIN.) 79°16'15"562.8279°16'15"705.7573°24'43"623.2480°08'31"HANAPEPE RIVER HANAPEPE ROAD (WEST )MOI ROADPUOLO ROADC-25C-26C-27C-28C-29C-30C-31C-32C-33C-34C-15KAUMUALI'I HIGHWAYLELE ROADT-120PK NAILELEV. = 15.12T-119MAG NAILELEV. = 14.21T-10112" PIPE W/ CAPELEV. = 13.18T-10012" PIPE W/ CAPELEV. = 14.18T-102MAG SPIKEELEV. = 10.94T-103MAG NAILELEV. = 12.72T-104MAG NAILELEV. = 12.37T-105MAG NAILELEV. = 9.04247°37'02"503.26233°50'44"527.13239°54'52"516.30238°56'14"393.71278°27'42"394.41297°55'30"372.6794°07'56"362.26T-118MAG NAILT-117MAG NAILT-106PK NAILME OR UNDER MY SUPERVISION ANDTHIS WORK WAS PREPARED BYBYREVISIONDATEBRIEFBYDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I4444 RICE STREET, SUITE 275DRAWN BYARCHITECT/ENGINEEREXP: APRIL 30, 2026JG/JOJMSCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATIONOFSHEET79HANAPĒPĒ ROAD RESURFACINGDISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'IFEDERAL-AID PROJECT NO. STP-0545(002)LIHU'E, KAUA'I, HAWAI'I 96766GENERAL PLAN - 1SCALE:GENERAL PLAN - WEST1"=100'TRUE NORTH 1" = 100' SEE C-28C-1MA T C H L I N E 3002001001" = 100'FEETSCALE0NOTES:1.AZIMUTHS AND COORDINATES ARE REFERRED TO GOVERNMENT SURVEYTRIANGULATION STATION "PUOLO".2.OWNERS OF ADJOINING LANDS AS SHOWN ON MAP ARE FROM AVAILABLERECORDS FILED AT THE REAL PROPERTY TAX MAPPING BRANCH.3.MAP IS COMPILED FROM RECORDS FOUND AT THE STATE SURVEY OFFICE, REALPROPERTY TAX MAPPING BRANCH AND BUREAU OF CONVEYANCES. RECORDEDDATA HAS NOT BEEN VERIFIED BY AN ACTUAL SURVEY ON THE GROUND.4.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SUREYINFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOTWARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACTLOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED ASACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYORHAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.5.ELEVATIONS ARE REFERRED TO: USGS BENCH MARK NO. 4, ELEVATION=34.45(MSL),AS NOTED ON TOPOGRAPHIC SURVEY MAP "HANAPEPE-ELEELE SEWERAGESYSTEM" BY OTHERS.6.DATE OF SURVEY: OCTOBER 5, 2015 80°08'31"517.7686°03'55"707.66105°27'21"426.46KAUMUALI'I HIGHWAYHANAPEPE ROAD(EAST)KOULA ROAD'ELE'ELEELEMENTARYSCHOOLC-34C-15C-16C-17C-18C-19C-20C-21C-22C-23C-24HANAPEPE RIVERHANA ROADKONA ROAD PUNA ROAD T-112MAG SPIKEELEV. = 25.97T-105MAG NAILELEV. = 9.04T-107MAG NAILELEV. = 5.43T-2240MAG SPIKEELEV. = 5.23T-108MAG NAILELEV. = 6.08T-109MAG NAILELEV. = 7.53T-110MAG NAILELEV. = 11.26T-111+ CUTELEV. = 29.31297°55'30"242°52'09"238.98212°05'21"352.26255°48'14"513.42278°29'41"417.40347°07'45"742.9442°16'59"63.00T-114MAG NAILT-106PK NAILT-113MAG NAILME OR UNDER MY SUPERVISION ANDTHIS WORK WAS PREPARED BYBYREVISIONDATEBRIEFBYDEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I4444 RICE STREET, SUITE 275DRAWN BYARCHITECT/ENGINEEREXP: APRIL 30, 2026JG/JOJMSCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATIONOFSHEET79HANAPĒPĒ ROAD RESURFACINGDISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'IFEDERAL-AID PROJECT NO. STP-0545(002)LIHU'E, KAUA'I, HAWAI'I 96766GENERAL PLAN - 2SCALE:GENERAL PLAN - EAST1"=100'TRUE NORTH 1" = 100' MATCHLINE 9C-2SEE C-1 3002001001" = 100'FEETSCALE0 EXISTING GROUND 7.0'±5.4'± EXIST GRASS 5.7' WB TRAVEL LANE 10.8'± PMA PVM'T SHLDR 5.0' EXIST CONC CHANNEL EB TRAVEL LANE 10.0' ±59' EXIST VARIES (0.2% TO 5.5%) EXIST VARIES (1.8% TO 4.9%)1.6% 7.0'± R/W R/W HANAPEPE RD 5 C-65 MIN 2.0%2.0% EXACTMATCH EXIST GRADE, FILL AS NEEDED MATCH EXIST GRADE, FILL AS NEEDED l.p. PMA PVMT SECTION E.P. E.P. COLDPLANE RESURFACE 6 C-65 CONTROL POINT, MATCH EXIST GRADE EXISTING GUARDRAIL CONC WALKWAY 5.0' STRIPED ISLAND OR PERPENDICULAR PARKING 18.0' WB TRAVEL LANE 10.0' HANAPEPE RD EB TRAVEL LANE 10.0' STRIPED ISLAND OR PARALLEL PARKING 8.0' STRIPED ISLAND VARIES, 0.0' TO 8.0' CONC WALKWAY 6.0' TO BUILDING VARIES EXIST VARIES (0.2% TO 3.5%)VARIES EXIST VARIES (0.4% TO 2.1%) EXIST VARIES (1.2% TO 3.6%) EXIST VARIES (0.9% TO 1.2%) ±65.1' R/WR/W EXISTING GROUND 1.6% MAX 1.6% MAX 1 C-65 1 C-65 E.P. 5 C-65 PMA PVMT SECTION WB TRAVEL LANE 10.0' EB TRAVEL LANE 10.0' PMA PVMT SHLDR 10'-0"CONC DRIVEWAY 117'-3/4" EXIST VARIES (0.4% TO 4.1%) EXIST VARIES (0.4% TO 6.0%) R/W R/W EXISTING GROUND HANAPEPE RD PMA PVM'T SHLDR 5.0' PMA PVM'T SHLDR 5.0'PMA DRIVEWAY R/W 1.6% 2.0% EXACT 2.0% EXACT 1.6% E.P. CONTROL POINT, MATCH EXIST GRADE 1.6% MATCH EXIST GRADE AT R/W VARIES MATCH EXIST GRADE, FILL AS NEEDED COLDPLANE RESURFACE 6 C-65 5 C-65 PMA PVMT SECTION CONC DWY SECTION 3 C-65 5 C-65 PMA PVMT SECTION MATCH EXIST GRADE AT R/W VARIES 5 C-65 PMA PVMT SECTION R/W 1.3'± CONC WALKWAY 5.0' STRIPED ISLAND OR PARALLEL PARKING 7.6' WB TRAVEL LANE 10.0' EB TRAVEL LANE 10.0' STRIPED ISLAND OR PERPENDICULAR PARKING 40'-1/4" CONC WALKWAY 11'-11 3/4" R/W EXIST AC PAVEMENT VARIES, 0' TO 2' ±61.1' 1.6% MAX 1.6% MAXVARIESVARIES EXIST VARIES (0.10% TO 4.10%) HANAPEPE RD EXISTING GROUND 1 C-65 E.P. 5 C-65 PMA PVMT SECTION 1 C-65 E.P. 5 C-65 PMA PVMT SECTION VARIES COLDPLANE RESURFACE 6 C-65 R/W CONC WALKWAY 10'-0" PARALLEL PARKING 16'-1/2" WB TRAVEL LANE 10.0' EB TRAVEL LANE 10.0' STRIPED ISLAND OR PERPENDICULAR PARKING 20.0' CONC WALKWAY 6.0' R/W ±64.0' HANAPEPE RD EXIST VARIES (1.2% TO 4.5%)VARIES EXIST VARIES (0.4% TO 2.4%) EXISTING GROUND 1 C-65 1.6% MAXVARIES1.6% MAX E.P. COLDPLANE RESURFACE 6 C-65 5 C-65 PMA PVMT SECTION 1 C-65 10 C-3 TYPICAL SECTIONS - 1 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 START (WEST BL STA 0+00) TO MOI ROAD (WEST BL STA 8+50) EAST BL STA 4+00 TO KONA RD (EAST BL STA 7+50) MOI RD (WEST BL STA 8+50) TO HANAPEPE BRIDGE (WEST BL STA 23+50) HANA ROAD (EAST BL STA 0+00) TO EAST BL STA 4+00 KONA RD (EAST BL STA 7+50) TO EAST BL STA 12+00 AT PMA PVM'T DRIVEWAYS 15105 1" = 5'FEETHORIZONTAL SCALE: 0 7.552.5 1" = 2.5'FEETVERTICAL SCALE: 0 R/W EXIST CONC/AC VARIES CONC WALKWAY 5.0' STRIPED ISLAND VARIES 2.5'-5.0' WB TRAVEL LANE/ CROSSWALK 10.0' EB TRAVEL LANE/ CROSSWALK 10.0' STRIPED ISLAND VARIES 6.5'-10.0' R/W EXIST CONC. SIDEWALK 5.0'± VARIES EXIST VARIES (2.4% TO 5.3%) EXIST VARIES (1.1% TO 5.3%)EXIST VARIES (1.5% TO 7.2%) VARIES ±64.4' HANAPEPE RD VARIES CONC MEDIAN VARIES 1.0' TO 9.0' EXISTING GROUND 1.6% MAX EXIST VEGETATION 7.2'± PMA PVM'T SHLDR 1.0-5.2'± WB TRAVEL LANE 10.0' EB TRAVEL LANE 10.0' PARALLEL PARKING 8.0' EXIST CONC. SIDEWALK 5.6'± EXIST VEGETATION 14.3'± ±60.3' EXIST VARIES (0.3% TO 1.9%) EXIST VARIES (1.6% TO 2.8%)EXIST VARIES (0.5% TO 2.1%) R/W R/W EXISTING GROUND HANAPEPE RD e.p. 11 C-4 TYPICAL SECTIONS - 2 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 EAST BL STA 12+00 TO EAST BL STA 16+00 EAST BL STA 16+00 TO END (EAST BL STA 22+68.40) 15105 1" = 5'FEETHORIZONTAL SCALE: 0 7.552.5 1" = 2.5'FEETVERTICAL SCALE: 0 K A U M U A L I I H I G H W A Y (ST A T E ) H AN A P E P E R O A D (COUNTY)-0+001+00PT: STA. 0+46.07PC: STA. 0+87.30TAX MAP KEY: 1-8-007:001 STATE OF HAWAII 12 C-5 302010 1" = 10'FEETSCALE 0 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 1 WEST STA 0+00 TO STA 1+50 RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 0+00 TO STA 1+50 1"=10' MATCHLINE WEST STA 1+50SEE C-6RIGHT-OF-WAY EXIST GUARDRAIL BEGIN HANAPEPE ROAD WEST BASELINE STA 00+00 CLEAR AND GRUB (853± SF) COLD PLANE AND RESURFACE COMPOST FILTER SOCK DEMOLISH AND REMOVE EXIST AC (526± SF) R O A D H AN A P E P E R O A D (COUNTY) 2+00 3+00 4+00PT: STA. 3+49.97TAX MAP KEY: 1-8-007:001 STATE OF HAWAII TAX MAP KEY: 1-8-008:066 1-3443 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:014 STATE OF HAWAII TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 13 C-6 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD302010 1" = 10'FEETSCALE 0 DEMOLITION & EROSION CONTROL PLAN - 2 WEST STA 1+50 TO STA 4+00 MATCHLINE WEST STA 1+50SEE C-5 MATCHLINE WEST STA 4+00SEE C-7RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 1+50 TO STA 4+00 1"=10' HANAPEPE ROAD WEST BASELINE EXIST GUARDRAIL CLEAR AND GRUB (853± SF) CLEAR AND GRUB (1841± SF) COLD PLANE AND RESURFACE COMPOST FILTER SOCK H AN A P E P E R O A D (COUNTY)4+00 5+00 6+00 TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:014 STATE OF HAWAII TAX MAP KEY: 1-8-007:002 3475 HANAPEPE RD 14 C-7 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WB STA 6+50SEE C-8RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 4+00 TO STA 6+50 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE STA 4+00SEE C-6COLD PLANE AND RESURFACE DEMOLITION & EROSION CONTROL PLAN - 3 WEST STA 4+00 TO STA 6+50 CLEAR AND GRUB (1841± SF) CLEAR AND GRUB (439± SF) COMPOST FILTER SOCK M O I R O A D M O IR O A DH A N A P E P E R O A D (COUNTY)7+00 8+00 9+00PC: STA. 7+14.62PT: STA. 7+19.84TAX MAP KEY: 1-8-008:067 KANNA CHILDREN GRANTOR TRUST 3490 HANAP E P E RD TAX MAP KEY: 1-8-007:015 STATE OF HAWAII TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:002 3475 HANAP E P E RD TAX MAP KEY: 1-8-008:071 KAUAI PETROLEUM CO LTD HANAP E P E RD TAX MAP KEY: 1-8-007:001 STATE OF HAWAII DRAINAGE CANAL 15 C-8 RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 6+50 TO STA 9+00 1"=10' RIGHT-OF-WAY MATCHLINE WB STA 9+00SEE C-9RIGHT-OF-WAY RIGHT-OF-WAY 302010 1" = 10'FEETSCALE 0 RIGHT-OF-WAY SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE STA 6+50SEE C-7COLD PLANE AND RESURFACE DEMOLITION & EROSION CONTROL PLAN - 4 WEST STA 6+50 TO STA 9+00 CLEAR AND GRUB (439± SF) CLEAR AND GRUB (200± SF) REMOVE AND STORE EXIST SIGN FOR RELOCATION CLEAR AND GRUB (664± SF) CLEAR AND GRUB (148± SF) CLEAR AND GRUB (360± SF) COMPOST FILTER SOCK REMOVE AND STORE EXIST SIGN FOR RELOCATION DEMOLISH AND REMOVE AC CURB H AN A P E P E R O A D (COUNTY) 9+00 10+00 11+00 12+00 TAX MAP KEY: 1-8-008:071 KAUAI PETROLEUM CO LTD HANAP E P E RD TAX MAP KEY:1-8-008:0753520 AHANAPEPE RDTAX MAP KEY: 1-8-008:059 3524 HANAP E P E RD TAX MAP KEY: 1-8-007:001 STATE OF HAWAII TAX MAP KEY: 1-8-008:060 3520 HANAP E P E RD TAX MAP KEY: 1-8-008: 058 3528 HANAP E P E RD 16 C-9 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WB STA 12+00SEE C-10RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 9+00 TO STA 12+00 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADTAX MAP KEY: 1-8-008: 057RESIDENTIAL MATCHLINE STA 9+00SEE C-8DEMOLITION & EROSION CONTROL PLAN - 5 WEST STA 9+50 TO STA 12+00 CLEAR AND GRUB (664± SF) CLEAR AND GRUB (331± SF) CLEAR AND GRUB (168± SF) DEMOLISH AND REMOVE EXIST CONC (20± SF) DEMOLISH AND REMOVE EXIST CONC (35± SF) CLEAR AND GRUB (243± SF) CLEAR AND GRUB (2054± SF) DEMOLISH AND REMOVE EXIST CONC (21± SF) DEMOLISH AND REMOVE EXIST CONC (4± SF) COLD PLANE AND RESURFACE COMPOST FILTER SOCK DEMOLISH AND REMOVE EXIST AC (245± SF) DEMOLISH AND REMOVE EXIST AC (64± SF) H AN A P E P E R O A D (COUNTY) 12+00 13+00 14+00 TAX MAP KEY: 1-8-008: 057 3534 HANAP E P E RD TAX MAP KEY: 1-8-008: 056 3542 HANAP E P E RD TAX MAP KEY: 1-8-008: 055 3548 HANAP E P E RD TAX MAP KEY: 1-8-008: 054 3556 HANAP E P E RD TAX MAP KEY: 1-9-011:001 RUSTY SUNRISE PROPERTIES LLC 3559 HANAP E P E RDTAX MAP KEY: 1-8-007:001 STATE OF HAWAII 17 C-10 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WB STA 14+50SEE C-11RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 12+00 TO STA 14+50 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE STA 12+00SEE C-9DEMOLITION & EROSION CONTROL PLAN - 6 WEST STA 12+00 TO STA 14+50 CLEAR AND GRUB (2555± SF) CLEAR AND GRUB (884± SF) DEMOLISH AND REMOVE EXIST CONC (151± SF) DEMOLISH AND REMOVE EXIST CONC (276± SF) CLEAR AND GRUB (335± SF) COLD PLANE AND RESURFACE COMPOST FILTER SOCK H AN A P E P E R O A D (COUNTY) 15+00 16+00 17+00PC: STA. 16+07.76TAX MAP KEY: 1-8-008: 054 RD TAX MAP KEY: 1-8-008: 052 STATE OF HAWAII TAX MAP KEY: 1-8-008: 051 3586 HANAP E P E RD TAX MAP KEY: 1-8-008: 050 STATE OF HAWAII TAX MAP KEY: 1-9-011:001 RUSTY SUNRISE PROPERTIES LLC 3559 HANAPE P E RD TAX MAP KEY: 1-8-008: 054 3556 HANAPE P E RD 18 C-11 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WB STA 17+50SEE C-12RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 14+50 TO STA 17+50 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE STA 14+50SEE C-10DEMOLITION & EROSION CONTROL PLAN - 7 WEST STA 14+50 TO STA 17+50 CLEAR AND GRUB (335± SF) DEMOLISH AND REMOVE EXIST CONC (109± SF) CLEAR AND GRUB (690± SF) DEMOLISH AND REMOVE EXIST CONC (152± SF) CLEAR AND GRUB (128± SF) COLD PLANE AND RESURFACE COMPOST FILTER SOCK DEMOLISH AND REMOVE EXIST AC (10± SF) H AN A P E P E R O A D (COUNTY) 18+00 19+00 20+00PCC: STA. 19+94.15TAX M A P K E Y: 1 - 8 - 0 0 8: 0 5 0 STAT E O F H A W AII TAX MAP KEY: 1-9-011:005 3599 HANAP E P E RD TAX MAP KEY: 1-9-011:006 AARON'S KITCHEN 3611 HANAP E P E RD TAX MAP KEY: 1-8-008: 048 HANAPEPE SHOKUDO LLC 3600 HANAP E P E RD TAX MAP KEY: 1-9-010: 035 STATE OF HAWAII TAX MAP KEY : 1-9-010: 037 KAUAI SHRIM P 3630 HANAPEPE RDTAX MAP KEY: 1-8-008: 049 STATE OF HAWAII 361 1 H A N A P 19 C-12 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE STA WB 20+00SEE C-13RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 17+50 TO STA 20+00 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 8 WEST STA 17+50 TO STA 20+00 CLEAR AND GRUB (128± SF) MATCHLINE WEST STA 17+50SEE C-11COLD PLANE AND RESURFACE COMPOST FILTER SOCK DEMOLISH AND REMOVE EXIST AC (17± SF) H AN A P E P E R O A D (COUNTY)20+00 21+00 22+00 23+00PCC: STA. 19+94.15TAX MA P K E Y : 1-9-010: 0 3 7 KAUAI S H R I M P 3630 HANAP E P E RD TAX MAP KEY: 1-9-011:007 STATE OF HAWAII TAX MAP KEY: 1-9-010: 038 STATE OF HAWAII TAX MAP KEY: 1-9-010: 039 4545 PUOLO RD TAX MAP KEY: 1-9-011:008 3645 HANAP E P E RD TAX MAP KEY: 1-9-10: 037 KAUAI SHRIMP 3630 HANAP E P E RD TAX MAP KEY: 1-9-11:006 AARON'S KITCHEN 3611 HANAP E PE RD 20 C-13 P U O L OR O A D(COUNTY)ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WB STA 23+00SEE C-14RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 20+00 TO STA 23+00 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE STA 20+00SEE C-12DEMOLITION & EROSION CONTROL PLAN - 9 WEST STA 20+00 TO STA 23+00 DEMOLISH AND REMOVE EXIST CONC (56± SF) REMOVE AND STORE EXIST SIGN FOR RELOCATION COLD PLANE AND RESURFACE COMPOST FILTER SOCK DEMOLISH AND REMOVE EXIST CONC STEPS DEMOLISH AND REMOVE EXIST CONC (494± SF) A W A W AR O A D(COUNTY)H A N A P E P E R O A D (COUNTY)TAX MAP KEY: 1-9-007: 01323+00 24+00 25+00 26+00PT: STA. 23+14.70PC: STA. 23+27.40PRC: STA . 23+34 .40PT: STA. 23+41.70PC: STA. 25+55.72PT: STA. 25+65.40PC: STA. 25+79.23PT: STA. 25+88.70TAX MAP KEY:1-9-011:011KULTURE TATTOOKOLLECTIVE 4556AWAWA RDTAX MAP KEY: 1-9-010: 018 4544 PUOLO RD TAX MAP KEY: 1-9-007: 001 HANAP E PE RIVER TAX MAP KEY: 1-9-007: 013 STATE OF HAWAII TAX MAP KEY: 1-9-004:021 STATE OF HAWAIITAX MAP KEY: 1-9-004:023 HANAP E P E RIVER 21 C-14 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WB STA 26+00SEE C-15RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 23+00 TO STA 26+00 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE STA 23+00SEE C-13DEMOLITION & EROSION CONTROL PLAN - 10 WEST STA 23+00 TO STA 26+00 FOR BRIDGE PLANS, SEE HANAPEPE BRIDGE REHABILITATION FEDERAL AID PROJECT NO. BR-0545(1) COMPOST FILTER SOCK I O N A R O A D (COUNTY)H A N A R O A D(COUNTY)H AN A P E P E R O A D (COUNTY)26+0026+69 0+00 1+0 0 2+00 TAX MAP KEY: 1-9-006: 007 4541 HANA RD TAX MAP KEY: 1-9-005: 004 GIRARD'S QUALITY CLEANERS 3716 HANAPEPE RD TAX MAP KEY: 1-9-005: 001 GIRARD, ROSEMELIA B REV TRUST 3716 HANAPEPE RD TAX MAP KEY: 1-9-005: 0 0 5 TRENDSITIONS 3726 HANAPEPE RD TAX MAP KEY: 1-9-004:026 3721 HANAPEPE RD TAX MAP KEY: 1- 9 - 0 0 4 : 0 1 5 3731 HANAPEPE R D TAX MAP KEY: 1-9-007: 013 STATE OF HAWAII TAX MAP KEY: 1-9-005: 005 WHEATLEY ELECTRIC INC. 3720 HANAPEPE RD 22 C-15 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 11 WEST STA 26+00 TO EAST STA 2+00 RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE SCALE: DEMOLITION & EROSION CONTROL PLAN - WEST STA 26+00 TO EAST STA 2+00 1"=10' MATCHLINE WEST ST A 2 6 + 0 0 SEE C-34 RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE MATCHLINE EAST STA 2+00SEE C-16RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE STA 26+69.40 = HANAPEPE ROAD EAST BASELINE STA 0+00 MATCHLINE WEST ST A 2 6 + 0 0 SEE C-14 REMOVE DELINEATOR DEMOLISH AND REMOVE EXIT AC (405± SF) CLEAR AND GRUB (31± SF) DEMOLISH AND REMOVE EXIST CONC (86± SF) REMOVAL OF AC PAVEMENT (6683± SF) COLD PLANE AND RESURFACE REMOVE AND STORE EXIST SIGN FOR RELOCATION REMOVE AND STORE EXIST SIGN FOR RELOCATION DEMOLISH AND REMOVE EXIST AC (1020± SF) COMPOST FILTER SOCK H A N A P E P E R O A D (COUNTY) 2+00 3+00 4+00 TAX MAP KEY: 1-9-004:018 3735 HANAPEPE RD TAX MAP KEY: 1-9-004:019 3741 HANAPEPE RD TAX MAP KEY: 1-9-005: 006 UEOKA STORE 3734 HANAPEPE RD TAX MAP KEY: 1-9-005: 007 G&K AUTO REPAIR SHOP 3746 HANAPEPE RD TAX MAP KEY: 1-9-005: 049 BANK OF HAWAII 3764 HANAPEPE RD TAX MAP KEY: 1-9-004:015 KIKIAOLA CONSTRUCTION 3731 HANAPEPE RD TAX MAP KEY: 1-9-004:025 KAUAI DENTAL LAB / DR. RK ANCHETA / BUSINESS DECISIONS HAWAII INC. 3751 HANAPEPE RD 23 C-16 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 12 EAST STA 2+00 TO STA 4+00 MATCHLINE EAST STA 4+00SEE C-37RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE MATCHLINE EAST STA 2+00SEE C-15 MATCHLINE EAST STA 4+00SEE C-17DEMOLISH AND REMOVE EXIST CONC (30± SF) SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 2+00 TO STA 4+00 1"=10' COLD PLANE AND RESURFACE REMOVAL OF AC PAVEMENT (6683± SF) DEMOLISH AND REMOVE EXIST AC (1020± SF) COMPOST FILTER SOCK H A N A P E P E R O A D (COUNTY)4+00 5+00 6+00 TAX MA P K E Y : 1 - 9 - 0 0 5 : 0 4 9 BANK O F H A W A I I 3764 H A N A P E P E R D TAX MAP KEY: 1-9-004:027 MASAHIRO S SATTA DDS (DENTIST OFFICE) 3761 HANAPEPE RD TAX MAP KEY: 1-9-004:016 3785 HANAPEPE RD TAX M A P K E Y : 1 - 9 - 0 0 5 : 0 0 9 DENNY ' S R E P A I R & S E R V I C E 4545 K O N A R D TAX MAP KEY: 1-9-005: 049 BANK OF HAWAII 3764 HANAPEPE RD TAX M A P K E Y : 1 - 9 - 0 5 : 0 0 9 ART & S O U L G A L L E R Y / MER C E D E S M A Z A A R T G A L L E R Y 4545 K O N A R D 24 C-17 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 13 EAST STA 4+00 TO STA 6+00 MATCHLINE EAST STA 6+00SEE C-18RIGHT-OF-WAY RIGHT-OF-WAY MATCHLINE EAST STA 4+00SEE C-16HANAPEPE ROAD EAST BASELINE SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 4+00 TO STA 6+00 1"=10' COLD PLANE AND RESURFACE DEMOLISH AND REMOVE EXIST AC (9459± SF) DEMOLISH AND REMOVE EXIST AC (1020± SF) COMPOST FILTER SOCK H A N A P E P E R O A D (COUNTY)K O N AR O A D(COUNTY)6+00 7+00 8+00 TAX MAP KEY: 1-9-05: 009 ART & SOUL GALLERY / MERCEDES MAZA ART GALLERY 4545 KONA RD TAX MAP KEY: 1-9-005: 055 4548 KONA RD TAX MAP KEY: 1-9-005: 041 STORYBOOK THEATRE OF HAWAII 3814 HANAPEPE RD TAX MAP KEY: 1-9-004: 010 HANAPEPE HAWAIIAN CONGREGATIONAL CHURCH 3815 HANAPEPE RD TAX MAP KEY: 1-9-004:016 TALK STORY BOOKSTORE 3785 HANAPEPE RD TAX MAP KEY: 1-9-004:013 ALOHA THEATER / PU'UWAI HAO KILA GALLERY / VERONICA JEWELS 3795 HANAPEPE RD TAX MAP KEY: 1-9-004:012 JJ OHANA'S / FONDA'S DAUGHTER 3805 HANAPEPE RD 25 C-18 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 14 EAST STA 6+00 TO STA 8+50 RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 6+00SEE C-17 MATCHLINE EAST STA 8+50SEE C-19CLEAR AND GRUB (535± SF) DEMOLISH AND REMOVE EXIST CONC (481± SF) SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 6+00 TO STA 8+50 1"=10' COLD PLANE AND RESURFACE DEMOLISH AND REMOVE EXIST AC (9459± SF) DEMOLSIH AND REMOVE EXIST AC (509± SF)DEMOLISH AND REMOVE EXIST AC (5228± SF) COMPOST FILTER SOCK REMOVE AND STORE EXIST SIGN FOR RELOCATION H A N A P E P E R O A D (COUNTY) 9+00 10+00 11+00 TAX MAP KEY: 1-9-005: 057 BOBBIE'S ISLAND RESTAURANT / PRECISION HAIR 3824 HANAPEPE RD TAX MAP KEY: 1-9-005: 059 KUULEI'S GOURMET / MIDNIGHT BEAR BREADS 3830 HANAPEPE RD TAX MAP K E Y : 1 - 9 - 0 0 5 : 0 4 6 KAMA'AIN A C A B I N E T S / K A L A K O A KAUA'I FI N E A R T G A L L E R Y 3848 HAN A P E P E R D TAX MAP KEY: 1-9-005: 039 3840 HANAPEPE RD PEDESTRIAN PATH TOHANAPEPE SWINGINGBRIDGETAX MAP KEY: 1-9-004: 020 NAPA AUTO PARTS / JACQUELINE ON KAUAI 3837 HANAPEPE RD TAX M A P K E Y : 1-9-004 : 0 0 9 ALOHA S P I C E COMP A N Y PARKI N G 3857 HANAP E P E RD TAX MAP KEY: 1-9-004: 010 HANAPEPE HAWAIIAN CONGRETIONAL CHURCH 3815 HANAPEPE RD 1-9-0 0 4 : 0 0 9 A L O H A SPIC E C O M P A N Y 3857 H A N A P E P E R D TAX M A P K E Y : 1 - 9 - 0 0 5 : 0 3 8 STAT E O F H A W A I I 26 C-19 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 15 EAST STA 8+50 TO STA 11+00 MATCHLINE EAST STA 8+50SEE C-18 MATCHLINE EAST STA 11+00SEE C-20RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE TAX MAP KEY: 1-9-005: 038STATE OF HAWAIICLEAR AND GRUB (138± SF) DEMOLISH AND REMOVE EXIST CONC (45± SF) SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 8+50 TO STA 10+00 1"=10' COLD PLANE AND RESURFACE REMOVE AND STORE EXIST POWER POLE FOR RELOCATION DEMOLISH AND REMOVE EXIST AC (9459± SF) DEMOLISH AND REMOVE EXIST AC (5228± SF) COMPOST FILTER SOCK H A N A P E P E R O A D (COUNTY) 11+00 12+00 13+00 TAX MAP KEY: 1-9-004: 009 ALOHA SPICE COMPANY PARKING 3857 HANAPEPE RD TAX MAP KEY: 1-9-004: 008 BANANA PATCH STUDIO 3865 HANAPEPE RD TAX MAP KEY: 1-9-004: 007 BLUE UMI / JAPANESE GRANDMA'S CAFE 3871 HANAPEPE RD TAX MAP KEY: 1-9-004: 006 HIRANO PROPERTY 3879 HANAPEPE RD TAX MAP KEY: 1-9-004: 005 PARKING TAX MAP KEY: 1-9-005: 038 STATE OF HAWAII TAX MAP KEY: 1-9-005: 037 ALOHA SPIRITS LIQUOR STORE 3864 HANAPEPE RD TAX MAP KEY: 1-9-005: 053 3876 HANAPEPE RD TAX MAP KEY: 1-9-005: 036 ANGELA HEADLEY ISLAND ART GALLERY 3878 HANAPEPE RD TAX MAP KEY: 1-9-005: 035 LIGHT SOURCE 3890 HANAPEPE RD TAX MAP KEY: 1-9-004: 005 DR. HIRANO DDS 3893 HANAPEPE RD TAX MAP KEY: 1-9-005: 035 LULA / POLO'S COOKIES / LONGIES SHAVE ICE AND TREATS 3900 HANAPEPE RD 27 C-20 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 11+00 TO STA 13+50 1"=10' 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 16 EAST STA 11+00 TO STA 13+50 MATCHLINE EAST STA 11+00SEE C-19 MATCHLINE EAST STA 13+50SEE C-21RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE COLD PLANE AND RESURFACE REMOVE AND STORE EXIST POWER POLE FOR RELOCATION REMOVE AND STORE EXIST POWER POLE FOR RELOCATION DEMOLISH AND REMOVE EXIST AC (5228± SF) DEMOLISH AND REMOVE EXIST AC (3707± SF) COMPOST FILTER SOCK H A N A P E P E R O A D (CO U N T Y ) K O R O A D ( CO UN T Y )13+0014+0 0 15+0 0 16+ 0 0TAX MAP KEY:1-9-004: 005DR. HI RA N O DDS 3893 HANAPEPE R D TAX MAP KEY: 1-9-005: 035LULA / P OL O'S C O OKIES /LONGIES S HAVE I CE A N D TREATS 3900 HANAPEPE R D T A X M A P K E Y : 1 - 9 - 0 5 : 0 3 0 TAX MAP KEY: 1-9-005: 034 TARO KO CHIPS FACTORY 3940 HANAPEPE RD TAX MAP KEY: 1-9-005: 042 HAWAIIAN TELCOM INC 3919 HANAPEPE RD TAX MAP KEY: 1-9-005: 043 3931 HANAPEPE RD TAX MAP KEY: 1-9-005: 035 LULA / POLO'S COOKIES / LONGIES SHAVE ICE AND TREATS 3900 HANAPEPE RD TAX MAP KEY: 1-9-004: 001 4570 KO ROAD TAX MAP KEY: 1-9-004: 005 DR. HIRANO DDS 3893 HANAPEPE RD 28 C-21 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 13+50 TO STA 16+00 1"=10' 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 17 EAST STA 13+50 TO STA 16+00 S E E C- 2 0 M A TCH L IN E E A S T S T A 1 3 + 5 0 MATCHLINE EAST STA 16+00SEE C-22RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE DEMOLISH AND REMOVE EXIST CONC 1974± SF COLD PLANE AND RESURFACE DEMOLISH AND REMOVE EXIST CONC 1974± SF DEMOLISH AND REMOVE EXIST AC (3070± SF) DEMOLISH AND REMOVE EXIST AC (164± SF) DEMOLISH AND REMOVE EXIST AC (97± SF) COMPOST FILTER SOCK K O U L AR O A D(COUNTY)H A N A P E P E R O A D (COUNTY) 16+00 17+00 18+00 19+00 TAX MAP KEY: 1-9-005: 034 3926 HANAPEPE RD TAX MAP KEY: 1-9-005: 043 3931 HANAPEPE RD TAX MAP KEY: 1-9-005: 033 BERT'S AUTO REPAIR 3954 HANAPEPE RD TAX MAP KEY: 1-9-003: 001 STATE OF HAWAII 29 C-22 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EB STA 16+00SEE C-21 MATCHLINE EB STA 19+00SEE C-43RIGHT-OF-WAY RIGHT-OF-WAY SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 16+00 TO STA 19+00 1"=10' HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 18 EAST STA 16+00 TO STA 19+00 DEMOLISH AND REMOVE EXIST CONC 37± SF COLD PLANE AND RESURFACE DEMOLISH AND REMOVE EXIST AC (733± SF) COMPOST FILTER SOCK H A N A P E P E R O A D (COUNTY) 19+00 20+00 21+00 22+00 TAX MAP KEY: 1-9-003: 001 STATE OF HAWAII TAX MAP KEY: 1-9-005: 049 STATE OF HAWAII TAX MAP KEY: 1-9-007: 017 STATE OF HAWAII TAX MAP KEY: 1-9-007: 010 STATE OF HAWAII TAX MAP KEY: 1-9-005: 032 4504 PUNA RD TAX MAP KEY: 1-9-007: 018 4500 PUNA RD TAX MAP KEY: 1-9-005: 033 3954 HANAPEPE RD TAX MAP KEY: 1-9-005: 064 4514 PUNA RD 30 C-23 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 19+00 TO STA 22+00 1"=10' 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 19 EAST STA 19+00 TO STA 22+00 RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 22+00SEE C-24 MATCHLINE EAST STA 19+00SEE C-22COLD PLANE AND RESURFACE COMPOST FILTER SOCK K A U M U A L I I H I G H W A Y (STATE) H A N A P E P E R O A D (C O U N T Y ) 22+00 22+68 TAX M A P K E Y : 1 - 9 - 0 0 7 : 0 1 0 STAT E O F H A W A I I TAX MAP KEY: 1-9-007: 010 STATE OF HAWAII H A N A P E P E R O A D (S T A T E ) 31 C-24 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: DEMOLITION & EROSION CONTROL PLAN - EAST STA 22+00 TO END 1"=10' 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 LEGEND R/W OR PROPERTY LINE DIRECTION OF SURFACE FLOW COMPOST FILTER SOCK REMOVAL OF AC PAVEMENT CLEAR AND GRUB REMOVAL OF CONCRETE MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADDEMOLITION & EROSION CONTROL PLAN - 20 EAST STA 22+00 TO END HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 22+00SEE C-23END HANAPEPE ROAD EAST BASELINE STA 22+69.66 MATCH EXISTING STRIPING MATCH EXISTING STRIPING COLD PLANE AND RESURFACE COMPOST FILTER SOCK REMOVE AND STORE EXIST SIGN FOR RELOCATION K A U M U A L I ' I H I G H W A Y (S T A T E ) TAX MAP KEY: 1-8-007:001 STATE OF HAWAII H A N A P E P E R O A D (COUNTY)0+00 1+00PC: STA . 0+02 .13PC: STA. 1+06.96PT: STA. 0+39.185.0'10.0'10.0'8.6'6.7'248° 54' 59"86.75 ' (STA. T-120 TO WEST STA. 0+ 0 0 ) 254° 51' 55"67.78'158° 55' 31"50.97'(STA. T-120 TO REPAVEMENT)BEGIN WIDENING WEST BASELINE STA:0+59.67 OFF:34.01'R PAVING LIMIT WEST BASELINE STA:0+58.12 OFF:37.63'R 32 C-25 SITE PLAN - 1 WEST STA 0+00 TO STA 1+50 RIGHT-OF-WAY STA. T-120 PK NAIL 5507.34 N 2628.28 E ELEV=15.12 HANAPEPE ROAD WEST BASELINE ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SITE PLAN - WEST STA 0+00 TO STA 1+50 1"=10'TRUE NORTH MATCHLINE WEST STA 1+50SEE C-26RIGHT-OF-WAY (STATE) SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADC1 R=60.00' Δ=35°22'38" L=37.05' C1 CURVE DATA EXIST GUARDRAIL BEGIN HANAPEPE ROAD WEST BASELINE STA 00+00 5539.97 N 2730.90 E C2 R=10.00' Δ=155°22'38" L=27.12' C2 EXISTING E.P. 302010 1" = 10'FEETSCALE 0 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-007:001 STATE OF HAWAII TAX MAP KEY: 1-8-008:066 1-3443 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:014 STATE OF HAWAII TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY 2+00 3+00 4+00PT: STA. 3+69.6310.0'10.0'237° 13' 24" 364.65 '5.0'AC DRIVEWAY WEST BASELINE STA:2+33.91 OFF:14.99'R END WIDENING WEST BASELINE STA:2+36.55 OFF:10.86'R AC DRIVEWAY WEST BASELINE STA:2+38.82 OFF:32.49'R AC DRIVEWAY WEST BASELINE STA:2+54.54 OFF:15.00'R AC DRIVEWAY WEST BASELINE STA:2+49.62 OFF:32.25'R BEGIN WIDENING WEST BASELINE STA:2+65.51 OFF:15.00'R ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 C-26 SITE PLAN - 2 WEST STA 1+50 TO STA 4+00 MATCHLINE WEST STA 1+50SEE C-25 MATCHLINE WEST STA 4+00SEE C-27RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SITE PLAN - WEST STA 1+50 TO STA 4+00 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH1" = 10'SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD302010 1" = 10'FEETSCALE 0 PAVING LIMIT PAVING LIMIT 33 C3 CURVE DATA R=848.00' Δ=17°44'52" L=262.67' C3 EXIST GUARDRAIL EXISTING E.P. EXISTING E.P. TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:014 STATE OF HAWAII TAX MAP KEY: 1-8-007:002 3475 HANAP E PE RD H A N A P E P E R O A D (COUNTY)5+00 6+00 5.0'10.0'10.0'237° 13' 24"364.65' 20.0' DWY 26.3' DWY AC DRIVEWAY WEST BASELINE STA:5+76.72 OFF:10.84'L AC DRIVE WAY WEST BASELINE STA:5+81.72 OFF:17.80'L AC DRIVEWAY WEST BASELINE STA:5+98.03 OFF:17.76'L AC DRIVEWAY WEST BASELINE STA:6+03.03 OFF:11.52'L AC DRIVEWAY WEST BASELINE STA:5+90.32 OFF:15.00'R END WIDENING WEST BASELINE STA:5+94.93 OFF:17.72'R AC DRIVEWAY WEST BASELINE STA:5+95.68 OFF:29.39'R AC DRIVEWAY WEST BASELINE STA:6+21.01 OFF:15.00'R BEGIN WIDENING WEST BASELINE STA:6+18.84 OFF:15.53'R AC DRIVEWAY WEST BASELINE STA:6+15.64 OFF:29.35'R 34 C-27 SITE PLAN - 3 WEST STA 4+00 TO STA 6+50 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 6+50SEE C-28RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADPAVING LIMIT MATCHLINE WEST STA 4+00SEE C-26PAVING LIMIT SCALE: SITE PLAN - WEST STA 4+00 TO STA 6+50 1"=10' EXISTING E.P. EXISTING E.P. H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008:071 KAUAI PETROLEUM CO LTD TAX MAP KEY:1-8-008:0753520 AHANAPEPE RDTAX MAP KEY: 1-8-008:059 3524 HANAP E P E RD TAX MAP KEY: 1-8-007:001 STATE OF HAWAII TAX MAP KEY: 1-8-008:060 3520 HANAP E P E RD 1-8-007:001 TAX MAP KEY: 1-8-008: 058 3528 HANAP E P E RD 10+00 11+00 12+00 20.0' DWY 9.0' DWY5.0'5.4' DWY 236° 55' 26"887.91'10.0'10.0'5.0'CONC DRIVEWAY WEST BASELINE STA:9+82.33 OFF:15.00'R CONC DRIVEWAY WEST BASELINE STA:9+87.33 OFF:24.10'R CONC DRIVEWAY WEST BASELINE STA:10+07.33 OFF:23.72'R CONC DRIVEWAY WEST BASELINE STA:10+12.34 OFF:15.00'R CONC DRIVEWAY WEST BASELINE STA:11+35.31 OFF:15.00'R CONC DRIVEWAY WEST BASELINE STA:11+40.31 OFF:23.03'R CONC DRIVEWAY WEST BASELINE STA:11+49.34 OFF:21.12'R CONC DRIVEWAY WEST BASELINE STA:11+54.34 OFF:15.01'R AC DRIVEWAY WEST BASELINE STA:12+08.99 OFF:15.00'R AC DRIVEWAY WEST BASELINE STA:12+13.99 OFF:30.73'R 36 C-29 SITE PLAN - 5 WEST STA 9+00 TO STA 12+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 12+00SEE C-30RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SITE PLAN - WEST STA 9+00 TO STA 12+00 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADTAX MAP KEY: 1-8-008: 0573534 HANAPEPE RDPAVING LIMIT MATCHLINE WEST STA 9+00SEE C-28CONCRETE DRIVEWAY TO REMAIN EXISTING E.P. EXISTING E.P. H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008: 057 3534 HANAP E P E RD TAX MAP KEY: 1-8-008: 056 3542 HANAP E P E RD TAX MAP KEY: 1-8-008: 055 3548 HANAP E P E RD TAX MAP KEY: 1-8-008: 054 3556 HANAP E P E RD TAX MAP KEY: 1-9-011:001 RUSTY SUNRISE PROPERTIES LLC 3559 HANAP E P E RDTAX MAP KEY: 1-8-007:001 STATE OF HAWAII 13+00 14+00 12.8' DWY 5.0'10.0'10.0'3.6' DWY 12.6' DWY 236° 55' 26"887.91'5.0'BEGIN WIDENING WEST BASELINE STA:12+23.61 OFF:11.10'R AC DRIVEWAY WEST BASELINE STA:12+28.53 OFF:15.00'R AC DRIVEWAY WEST BASELINE STA:12+22.99 OFF:30.76'R CONC DRIVEWAY WEST BASELINE STA:12+81.94 OFF:15.00'R CONC DRIVEWAY WEST BASELINE STA:12+86.94 OFF:25.36'R CONC DRIVEWAY WEST BASELINE STA:12+99.77 OFF:25.88'R CONC DRIVEWAY WEST BASELINE STA:13+04.77 OFF:15.00'R CONC DRIVEWAY WEST BASELINE STA:14+10.14 OFF:15.00'R CONC DRIVEWAY WEST BASELINE STA:14+15.14 OFF:31.40'R CONC DRIVEWAY WEST BASELINE STA:14+27.74 OFF:31.45'R CONC DRIVEWAY WEST BASELINE STA:14+32.74 OFF:15.00'R END WIDENING WEST BASELINE STA:14+52.56 OFF:27.63'L 37 C-30 SITE PLAN - 6 WEST STA 12+00 TO STA 14+50 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 14+50SEE C-31RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SITE PLAN - WEST STA 12+00 TO STA 14+50 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADPAVING LIMIT MATCHLINE WEST STA 12+00SEE C-29EXISTING E.P. EXISTING E.P. TAX M A P K E Y: 1 - 8 - 0 0 8: 0 5 0 STAT E O F H A W AII TAX MAP KEY: 1-9-011:005 3599 HANAP E P E RD TAX MAP KEY: 1-9-011:006 AARON'S KITCHEN 3611 HANAP E P E RD TAX MAP KEY: 1-8-008: 048 HANAPEPE SHOKUDO LLC 3600 HANAP E P E RD TAX MAP KEY: 1-9-010: 035 STATE OF HAWAII TAX MAP KEY : 1-9-010: 037 KAUAI SHRIM P 3630 HANAPEPE RD 361 1 H A N A P H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008: 049 STATE OF HAWAII 18+00 19+00 20+00 PCC: STA. 20+13.805.0'10.0'10.0'14.2'END WIDENING WEST BASELINE STA:18+20.45 OFF:15.01'R 39 C-32 SITE PLAN - 8 WEST STA 17+50 TO STA 20+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 20+00SEE C-33RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SITE PLAN - WEST STA 17+50 TO STA 20+00 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADPAVING LIMIT MATCHLINE WEST STA 17+50SEE C-31EXISTING E.P. EXISTING E.P. 0+00 1+0 0 2+0026+0026+69 PC: STA 0+63.82PRC: STA 0+99.63PT: STA 1+77.05I O N A R O A D (COUNTY)H A N A R O A D(COUNTY)TAX MAP KEY: 1-9-006: 007 4541 HANA RD TAX MAP KEY: 1-9-005: 004 GIRARD'S QUALITY CLEANERS 3716 HANAP E P E RD TAX MAP KEY: 1-9-005: 001 GIRARD, ROSEMELIA B REV TRUST 3716 HANAP E P E RDH A N A P E P ER O A D(COUNTY)H A N A P E P E R O A D(COUN T Y ) TAX MAP KEY: 1-9-007: 013 STATE OF HAWAII 5.0'10.0'9.8' 4.0' 18.0' DWY 11.0' DWY 11.0' DWY10.0'10.0'5.0'6.0'13.0' DWY11.3'5.0'286° 14' 47"81.36'(STA T-105 TO WEST STA 26+69.40)225° 3 6 ' 3 9 " 188.3 0 ' (EAS T S T A 0 + 0 0 T O S T A . T - 1 0 7 )3.0'6.0'8.0'7.8'PAVING LIMIT WEST BASELINE STA:26+32.58 OFF:45.27'R CONC WALKWAY WEST BASELINE STA:26+37.53 OFF:45.97'R HANAPEPE ROAD WEST BASELINE STA:26+69.33 = HANAPEPE ROAD EAST BASELINE STA:0.00' CONC WALKWAY EAST BASELINE STA:0+10.30 OFF:30.45'L CONC WALKWAY EAST BASELINE STA:0+17.89 OFF:17.75'R DRIVEWAY EAST BASELINE STA:0+56.25 OFF:17.93'R DRIVEWAY EAST BASELINE STA:1+68.51 OFF:9.99'L CONC WALKWAY EAST BASELINE STA:1+67.11 OFF:23.15'L CONC WALKWAY EAST BASELINE STA:1+68.70 OFF:14.99'L BEGIN WIDENING EAST BASELINE STA:1+85.69 OFF:18.11'L CONC WALKWAY EAST BASELINE STA:1+85.69 OFF:11.12'L DRIVEWAY EAST BASELINE STA:1+63.38 OFF:30.48'R DRIVEWAY EAST BASELINE STA:1+98.52 OFF:30.00'R 42 C-35 SITE PLAN - 11 WEST STA 26+00 TO EAST STA 2+00 RIGHT-OF-WAY DATE DEPARTMENT OF WATER, COUNTY OF KAUA'I MANAGER AND CHIEF ENGINEER (APPROVAL FOR DEPT. OF WATER FACILITIES ONLY) HANAPEPE ROAD WEST BASELINE ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SITE PLAN - WEST STA 26+00 TO EAST STA 2+00 1"=10' MATCHLINE WEST ST A 2 6 + 0 0 SEE C-34 RIGHT-OF-WAY TAX MAP KEY: 1-9-005: 005 TRENDSITIONS 3726 HANAP E P E RD TAX MAP KEY: 1-9-004:0153731 HANAPEPE RDTAX MAP KEY: 1-9-004:026 3721 HANAP E P E RD TAX MAP KEY: 1-9-005: 005 WHEATLEY ELECTRIC INC. 3720 HANAP E P E RD TRU E N O R T H 1" = 1 0' MATCHLINE EAST STA 2+00SEE C-36RIGHT-OF-WAY SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADCONCRETE WHEEL STOP (TYP.) STA. T-107 MAG NAIL 6348.47 N 5235.20 E ELEV=5.43 R=25.00' Δ=66°50'34" L=29.17' R=12.10' Δ=73°11'41" L=15.42' AT-GRADE CONCRETE WALKWAY CURVE DATA ADJUST VALVE BOX TO GRADE 302010 1" = 10'FEETSCALE 0 R=226.00' Δ=19°37'37" L=77.42' R=125.00' Δ=16°24'55" L=35.81' C18 C19 C20 C21 C22 C23 C18 R=16.00' Δ=91°48'33" L=25.64' C19 R=106.80' Δ=15°28'08" L=28.82' C20 C21 C22 PAVING LIMIT WEST BASELINE 6188.79 N 5113.60 E EXISTING E.P. EXISTING E.P. C23 FOR 5 C-69 ADJUST WM COVER TO GRADE 4 C-69 ADJUST VALVE BOX TO GRADE 5 C-69 ADJUST VALVE BOX TO GRADE 5 C-69 2+00 3+00 4+00PC: STA 3+37.39H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-005: 006 UEOKA STORE 3734 HANAP E P E RD TAX MAP KEY: 1-9-005: 007 G&K AUTO REPAIR SHOP 3746 HANAP E P E RD TAX MAP KEY: 1-9-005: 049 BANK OF HAWAII 3764 HANAP E PE RD TAX MAP KEY: 1-9-004:015 3731 HANAP E P E RD 6.0'18.0' DWY 18.7' DWY 18.0' DWY 10.0' DWY 18.0' DWY 10.0'5.0'10.0'8.1'9.1'DRIVEWAY EAST BASELINE STA:1+98.52 OFF:30.00'R DRIVEWAY EAST BASELINE STA:2+29.77 OFF:18.09'L DRIVEWAY EAST BASELINE STA:2+80.15 OFF:18.06'L DRIVEWAY EAST BASELINE STA:2+91.25 OFF:30.00'R END WIDENING EAST BASELINE STA:3+20.26 OFF:18.04'L DRIVEWAY EAST BASELINE STA:3+38.23 OFF:18.06'L START WIDENING EAST BASELINE STA:3+39.24 OFF:18.03'L CONC WALKWAY EAST BASELINE STA:3+72.72 OFF:24.56'L DRIVEWAY EAST BASELINE STA:3+84.29 OFF:28.10'R 43 C-36 SITE PLAN - 12 EAST STA 2+00 TO STA 4+00 TAX MAP KEY: 1-9-004:018 3735 HANAP E PE RD TAX MAP KEY: 1-9-004:019 3741 HANAP E P E RD ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 4+00SEE C-37RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SITE PLAN - EAST STA 2+00 TO STA 4+00 1"=10'TRUE NORTH HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADCONCRETE WHEEL STOP (TYP.) PAVING LIMIT MATCHLINE EAST STA 2+00SEE C-35TAX MAP KEY: 1-9-004:025 KAUAI DENTAL LAB / DR. RK ANCHETA / BUSINESS DECISIONS HAWAII INC. 3751 HANAP E P E RD EXISTING E.P. EXISTING E.P. R=400.00' Δ=4°23'30" L=30.66' C24 CURVE DATA C24 16+00 17+00 18+00 19+00PT: STA 16+50.79PC: STA 17+26.48PT: STA 17+98.29TAX MAP KEY: 1-9-005: 034 3926 HANAP E P E RD TAX MAP KEY: 1-9-005: 043 3931 HANAPE P E RD K O U L AR O A D(COUNTY)TAX MAP KEY: 1-9-005: 033 BERT'S AUTO REPAIR 3954 HANAP E P E RD H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-003: 001 STATE OF HAWAII 11.0' DWY 5.3'±5.4'±10.0'10.0'9.5'30.8' 49 C-42 SITE PLAN - 18 EAST STA 16+00 TO STA 19+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 16+00SEE C-41 MATCHLINE EAST STA 19+00SEE C-43RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SITE PLAN - EAST STA 16+00 TO STA 19+00 1"=10' HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADPAVING LIMIT PAVING LIMIT R=1000.00' Δ=4°06'52" L=71.81' PARALLEL PARKING EAST BASELINE STA 16+35.16 O/S = 19.79 DRIVEWAY EAST BASELINE STA 16+54.16 O/S = 19.59 REPLACE DETECTABLE WARNING MAT REPLACE DETECTABLE WARNING MAT CONC WALKWAY EAST BASELINE STA 17+67.70 O/S = 25.65 CONC WALKWAY EAST BASELINE STA 18+05.55 O/S = 24.66 CONC WALKWAY EAST BASELINE STA 18+35.60 O/S = 23.46 CONC WALKWAY EAST BASELINE STA 18+58.01 O/S = 23.54 CURVE DATA C39 C39 19+00 20+00 21+00 22+00PC: STA 21+99.70H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-003: 001 STATE OF HAWAII TAX MAP KEY: 1-9-005: 049 STATE OF HAWAII TAX MAP KEY: 1-9-007: 017 STATE OF HAWAII TAX MAP KEY: 1-9-007: 010 STATE OF HAWAII TAX MAP KEY: 1-9-005: 032 4504 PUNA RD TAX MAP KEY: 1-9-007: 018 4500 PUNA RD TAX MAP KEY: 1-9-005: 033 3954 HANAPE PE RD TAX MAP KEY: 1-9-005: 064 4514 PUNA RD8.0'10.0'10.0'5.5'±PARALLEL PARKING EAST BASELINE STA:21+97.98 OFF:18.27'R 50 C-43 SITE PLAN - 19 EAST STA 19+00 TO STA 22+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SITE PLAN - EAST STA 19+00 TO STA 22+00 1"=10' RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 22+00SEE C-44 MATCHLINE EAST STA 19+00SEE C-42302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADPAVING LIMIT EXISTING CONC WALKWAY 22+00 22+70PC: STA 21+99.70PT: ST A 2 2 + 6 6. 5 6 TAX M A P K E Y : 1 - 9 - 0 0 7 : 0 1 0 STAT E O F H A W A I I K A U M U A L I ' I H I G H W A Y (STATE) H A N A P E P E R O A D ( S T A T E ) TAX MAP KEY: 1-9-007: 010 STATE OF HAWAII 5.4'±304° 3 1' 3 8" 56.5 0 '(STA. T- 1 1 2 T O E A S T S T A. 2 2 + 6 8. 4 0 H A N A P E P E R O A D (C O U N T Y ) STOP BAR EAST BASELINE STA:22+69.16 OFF:23.49'R END HANAPEPE ROAD EAST BASELINE STA:22+69.66 51 C-44 SITE PLAN - 20 EAST STA 22+00 TO END STA. T-112 MAG SPIKE 5940.35 N 6456.02 E ELEV=25.97 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SITE PLAN - EAST STA 22+00 TO END 1"=10' HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 22+00SEE C-43302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 C-42 C-43 C-44 LEGEND COLD PLANE AND RESURFACE FULL DEPTH PMA PAVEMENT SECTION PAVING LIMITS GRASSING WITH 4" TOP SOIL CONCRETE WALKWAY R/W OR PROPERTY LINE 1 C-65 5 C-65 6 C-65 DETECTABLE WARNING NEW OR RELOCATED SIGN AND POST 2 C-67 CONCRETE DRIVEWAY 3 C-65 CONCRETE WHEEL STOP 3 C-67 1 C-67 MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADPAVING LIMIT PAVING LIMIT R=70.00' Δ=54°28'28" L=66.55' CURVE DATA C40 C40 K A U M U A L I ' I H I G H W A Y (ST A T E ) TAX MAP KEY: 1-8-007:001 STATE OF HAWAII H A N A P E P E R O A D (COUNTY)0+00 1+00PC: STA . 0+02 .13PC: STA. 1+06.96PT: STA. 0+39.185'10'10'72. 5 ' 60.8'R30'R70'R 1 0 ' STOP BAR WEST BASELINE STA:0+00.87 OFF:0.50'L 13 7 . 7 ' 7.2' 62 . 1 ' 15 3 . 6 ' 179. 4 ' 102 . 2 'LELE ROAD(COUNTY)R12' 52 C-45 SIGNAGE & STRIPING PLAN - 1 WEST STA 0+00 TO STA 1+50 RIGHT-OF-WAY 604020 1" = 20'FEETSCALE 0 HANAPEPE ROAD WEST BASELINE ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SIGNAGE & STRIPING PLAN - WEST STA 0+00 TO STA 1+50 1"=20'TRUE NORTH MATCHLINE WEST STA 1+50SEE C-46RIGHT-OF-WAY SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADBEGIN HANAPEPE ROAD WEST BASELINE STA 0+00 4" SOLID WHITE LINE DOUBLE YELLOW CENTER LINES 41'± R=60' 12" YELLOW TRANSVERSE LINE PAVEMENT ARROW 5 C-66 R=45' RELOCATED R1-1 24"x24" OM-5 "18x18" WEST BASELINE 3145.68 N 5302.71 E STOP BAR WEST BASELINE 3121.80 N 5289.38 E 6" SOLID WHITE LINE 6" SOLID WHITE LINE 4" DOUBLE YELLOW LINE 7 C-66 2 C-66 8 C-66 2 C-66 1 C-66 2 C-66 1 C-66 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-007:001 STATE OF HAWAII TAX MAP KEY: 1-8-008:066 1-3443 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:014 STATE OF HAWAII TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY 2+00 3+00 4+00PT: STA. 3+69.6310.0'10.0'5.0'ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 C-46 SIGNAGE & STRIPING PLAN - 2 WEST STA 1+50 TO STA 4+00 MATCHLINE WEST STA 1+50SEE C-45 MATCHLINE WEST STA 4+00SEE C-47RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - WEST STA 1+50 TO STA 4+00 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH1" = 10'SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD302010 1" = 10'FEETSCALE 0 53 4" SOLID WHITE LINE 4" SOLID WHITE LINER858'R838'1 C-66 1 C-66 TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:014 STATE OF HAWAII TAX MAP KEY: 1-8-007:002 3475 HANAP E PE RD H A N A P E P E R O A D (COUNTY)5+00 6+00 5.0'10.0'10.0'20.0' DWY 26.3' DWY 54 C-47 SIGNAGE & STRIPING PLAN - 3 WEST STA 4+00 TO STA 6+50 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 6+50SEE C-48RIGHT-OF-WAY RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE WEST STA 4+00SEE C-46SCALE: SIGNAGE & STRIPING PLAN - WEST STA 4+00 TO STA 6+50 1"=10' 4" SOLID WHITE LINE 4" SOLID WHITE LINE 1 C-66 1 C-66 BLUE REFLECTIVE MARKER 3 C-69 M O I R O A D (COUNTY) TAX MAP KEY: 1-8-008:067 KANNA CHILDREN GRANTOR TRUST 3490 HANAP E PE RD M O I R O A D(COUNTY)TAX MAP KEY: 1-8-007:015 STATE OF HAWAII TAX MAP KEY: 1-8-008:040 1-3461 KAUMUALI'I HWY TAX MAP KEY: 1-8-007:002 3475 HANAP E P E RD TAX MAP KEY: 1-8-008:071 KAUAI PETROLEUM CO LTD HANAP E P E RD TAX MAP KEY: 1-8-007:001 STATE OF HAWAII H A N A P E P E R O A D (COUNTY) DRAINAGE CANAL 7+00 8+00 9+00PC: STA. 7+34.28PT: STA. 7+39.5012.0' 14.7' 12.2'8.5' (TYP.)16.0' (TYP.)5.0'10.0'10.0'5.0'10.0'10.0'1.6'5.0'R25'R25' R 2 0 'R3 0 ' 50.0' 5.0'14.6'R 9 5 ' 3.7'12.0'31.2'9.2'14.9'STOP BAR WEST BASELINE STA:8+38.87 OFF:21.04'L PARKING WEST BASELINE STA:7+71.22 OFF:29.21'R STOP BAR AND "STOP" LETTERING WEST BASELINE STA:8+57.74 OFF:36.00'R STOP BAR WEST BASELINE STA:8+23.47 OFF:18.89'L R25' 55 C-48 SIGNAGE & STRIPING PLAN - 4 WEST STA 6+50 TO STA 9+00 RIGHT-OF-WAY HANAPEPE ROAD WEST BASELINE ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SIGNAGE & STRIPING PLAN - WEST STA 6+50 TO STA 9+00 1"=10'TRUE NORTH MATCHLINE WEST STA 9+00SEE C-49RIGHT-OF-WAY RIGHT-OF-WAY 302010 1" = 10'FEETSCALE 0 RIGHT-OF-WAY SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD4" DASHED WHITE MATCHLINE WEST STA 6+50SEE C-474" SOLID WHITE LINE 4" SOLID WHITE LINE PAVEMENT ARROW 10'-WIDE CROSSWALKS 4" SOLID WHITE LINE (TYP.) TRANSVERSE STRIPING RELOCATED R1-1 24"x24" WEST BASELINE STA:7+96.95 OFF:21.24'L RELOCATED R1-1 24"x24" WEST BASELINE STA:8+45.31 O/S:29.74'R DOUBLE YELLOW CENTER LINES 5 C-66 8 C-66 1 C-66 3 C-66 1 C-66 8 C-66 1 C-66 8 C-66 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008:071 KAUAI PETROLEUM CO LTD HANAP E P E RD TAX MAP KEY:1-8-008:0753520 AHANAPEPE RDTAX MAP KEY: 1-8-008:059 3524 HANAP E P E RD TAX MAP KEY: 1-8-007:001 STATE OF HAWAII TAX MAP KEY: 1-8-008:060 3520 HANAP E P E RD 1-8-007:001 TAX MAP KEY: 1-8-008: 058 3528 HANAP E P E RD 10+00 11+00 12+00 20.0' DWY 9.0' DWY5.0'5.4' DWY10.0'10.0'5.0'56 C-49 SIGNAGE & STRIPING PLAN - 5 WEST STA 9+00 TO STA 12+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 12+00SEE C-50RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - WEST STA 9+00 TO STA 12+00 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADTAX MAP KEY: 1-8-008: 0573534 HANAPEPE RD MATCHLINE WEST STA 9+00SEE C-484" SOLID WHITE LINE 4" SOLID WHITE LINE 50' DOUBLE YELLOW CENTER LINES 1 C-66 1 C-66 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008: 057 3534 HANAP E P E RD TAX MAP KEY: 1-8-008: 056 3542 HANAP E P E RD TAX MAP KEY: 1-8-008: 055 3548 HANAP E P E RD TAX MAP KEY: 1-8-008: 054 3556 HANAP E P E RD TAX MAP KEY: 1-9-011:001 RUSTY SUNRISE PROPERTIES LLC 3559 HANAP E P E RDTAX MAP KEY: 1-8-007:001 STATE OF HAWAII 13+00 14+00 12.8' DWY 5.0'10.0'10.0'3.6' DWY 12.6' DWY5.0'57 C-50 SIGNAGE & STRIPING PLAN - 6 WEST STA 12+00 TO STA 14+50 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 14+50SEE C-51RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - WEST STA 12+00 TO STA 14+50 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE WEST STA 12+00SEE C-494" SOLID WHITE LINE 4" SOLID WHITE LINE 1 C-66 BLUE REFLECTIVE MARKER 3 C-69 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008: 054 TAX MAP KEY: 1-8-008: 052 STATE OF HAWAII TAX MAP KEY: 1-8-008: 051 3586 HANAP E P E RD TAX MAP KEY: 1-8-008: 050 STATE OF HAWAII TAX MAP KEY: 1-9-011:001 RUSTY SUNRISE PROPERTIES LLC 3559 HANAP E P E RD TAX MAP KEY: 1-8-008: 054 3556 HANAPE P E RD 15+00 16+00 17+00PC: STA. 16+27.415.0'10.0'10.0'5.0'10.5' DWYR540'R520'58 C-51 SIGNAGE & STRIPING PLAN - 7 WEST STA 14+50 TO STA 17+50 TAX MAP KEY: 1-9-011:002 ANAHOLA GRANOLA 3567 HANAP E PE RD TAX MAP KEY: 1-9-011:003 3581 HANAPE P E RD TAX MAP KEY: 1-9-011:004 3591 HANAPE P E RD LLC ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 17+50SEE C-52RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - WEST STA 14+50 TO STA 17+50 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE WEST STA 14+50SEE C-504" SOLID WHITE LINE 4" SOLID WHITE LINE 1 C-66 TAX M A P K E Y: 1 - 8 - 0 0 8: 0 5 0 STAT E O F H A W AII TAX MAP KEY: 1-9-011:005 3599 HANAP E P E RD TAX MAP KEY: 1-9-011:006 AARON'S KITCHEN 3611 HANAP E P E RD TAX MAP KEY: 1-8-008: 048 HANAPEPE SHOKUDO LLC 3600 HANAP E P E RD TAX MAP KEY: 1-9-010: 035 STATE OF HAWAII TAX MAP KEY : 1-9-010: 037 KAUAI SHRIM P 3630 HANAPEPE RD 361 1 H A N A P H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-8-008: 049 STATE OF HAWAII 18+00 19+00 20+00 PCC: STA. 20+13.805.0'10.0'10.0'R540'R520'59 C-52 SIGNAGE & STRIPING PLAN - 8 WEST STA 17+50 TO STA 20+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 20+00SEE C-53RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - WEST STA 17+50 TO STA 20+00 1"=10' HANAPEPE ROAD WEST BASELINE TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE WEST STA 17+50SEE C-514" SOLID WHITE LINE 4" SOLID WHITE LINE 1 C-66 BLUE REFLECTIVE MARKER 3 C-69 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-011:007 STATE OF HAWAII TAX MA P K E Y : 1-9-010: 0 3 7 KAUAI S H R I M P 3630 HANAP E P E RD TAX MAP KEY: 1-9-010: 038 STATE OF HAWAII TAX MAP KEY: 1-9-010: 039 4545 PUOLO RD TAX MAP KEY: 1-9-011:008 3645 HANAP E P E RD TAX MAP KEY: 1-9-10: 037 KAUAI SHRIMP 3630 HANAP E P E RD TAX MAP KEY: 1-9-11:006 AARON'S KITCHEN 3611 HANAP E PE RD 21+00 22+00 23+00PCC: STA. 20+13.805.0'10.0'10.0'10.9' 10.9' 17.0' DWY R1190'R1208'R22' R 2 4 'R14' 50.0'16.0'11.8'20.0'STOP BAR AND "STOP" LETTERING WEST BASELINE STA:23+00.16 OFF:25.85'R 60 C-53 SIGNAGE & STRIPING PLAN - 9 WEST STA 20+00 TO STA 23+00P U O L OR O A D(COUNTY)ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 23+00SEE C-54RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - WEST STA 20+00 TO STA 23+00 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE WEST STA 20+00SEE C-524" SOLID WHITE LINE 4" SOLID WHITE LINE 10'-WIDE CROSSWALKS DOUBLE YELLOW CENTER LINES1 C-66 8 C-66 A W A W AR O A D(COUNTY)H A N A P E P E R O A D (COUNTY)TAX MAP KEY: 1-9-011:011KULTURE TATTOOKOLLECTIVE 4556AWAWA RDTAX MAP KEY: 1-9-010: 018 4544 PUOLO RD TAX MAP KEY: 1-9-007: 001 HANAP E PE RIVER TAX MAP KEY: 1-9-007: 013 STATE OF HAWAII TAX MAP KEY: 1-9-004:021 STATE OF HAWAIITAX MAP KEY: 1-9-004:023 HANAP E P E RIVER TAX MAP KEY: 1-9-007: 01324+00 25+00 26+00PC: STA. 23+47.06PC: STA. 25+75.38PC: STA. 25+98.88PT: STA. 23+34.36PT: STA. 23+61.35PT: STA. 25+85.06PT: STA. 26+08.35PRC: STA . 23+54 .0610.0'18.8'R2 4 'R24' 12.5' 20.0' STOP BAR WEST BASELINE STA:23+31.56 OFF:19.07'L YIELD LINE AND "YIELD" LETTERING WEST BASELINE STA:23+47.55 OFF:9.85'R YIELD LINE AND "YIELD" LETTERING WEST BASELINE STA:26+04.40 OFF:10.07'L R20' 61 C-54 SIGNAGE & STRIPING PLAN - 10 WEST STA 23+00 TO STA 26+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE WEST STA 26+00SEE C-55RIGHT-OF-WAY FOR BRIDGE PLANS, SEE HANAPEPE BRIDGE REHABILITATION FEDERAL AID PROJECT NO. BR-0545(1) SCALE: SIGNAGE & STRIPING PLAN - WEST STA 23+00 TO STA 26+00 1"=10' HANAPEPE ROAD WEST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE WEST STA 23+00SEE C-53DOUBLE YELLOW CENTER LINES 4" SOLID WHITE LINE 20' DOUBLE YELLOW CENTER LINES LANE SEPARATOR 5 C-67 LANE SEPARATOR 5 C-67 8 C-66 1 C-66 1 C-66 0+00 1+0 0 2+0026+0026+69 PC: STA 0+63.82PRC: STA 0+99.63PT: STA 1+77.05I O N A R O A D (COUNTY)H A N A R O A D(COUNTY)TAX MAP KEY: 1-9-006: 007 4541 HANA RD TAX MAP KEY: 1-9-005: 004 GIRARD'S QUALITY CLEANERS 3716 HANAP E P E RD TAX MAP KEY: 1-9-005: 001 GIRARD, ROSEMELIA B REV TRUST 3716 HANAP E P E RDH A N A P E P ER O A D(COUNTY)H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-005: 005 TRENDSITIONS 3726 HANAP E P E RD TAX MAP KEY: 1-9-004:026 3721 HANAP E P E RD TAX MAP K E Y : 1 - 9 - 0 0 4 : 0 1 5 3731 HAN A P EPE RD TAX MAP KEY: 1-9-007: 013 STATE OF HAWAII TAX MAP KEY: 1-9-005: 005 WHEATLEY ELECTRIC INC. 3720 HANAP E P E RD 9.3' 18.0' DWY 9.1' 11.0' DWY 9.0' 11.0' DWY10.0'10.0'9.0' (TYP.)6.0'13.0' DWY10.8'6.0'22.0 0 '8.0'14.3'18.0'R12' R30'R1 6 'R130'R218'R1' 50.0' 21.9' 4.0'50.0'7.0'11.6'20.4'R5 ' 2.6'R1' R5'R5 ' R1'R 1 ' R5'18.7'20.6'6.9'15.5'15.2'2.4'19.0'19.0'4.0' R1' STOP BAR AND "STOP" LETTERING WEST BASELINE STA:26+35.05 OFF:27.96'R HANAPEPE ROAD WEST BASELINE STA:26+69.33 = HANAPEPE ROAD EAST BASELINE STA:0.00' STOP BAR AND "STOP" LETTERING EAST BASELINE STA:0+04.58 OFF:30.31'R STOP BAR AND "STOP" LETTERING EAST BASELINE STA:0+21.82 OFF:12.47'L EAST BASELINE STA:1+11.60 OFF:18.00'R R1' 62 C-55 SIGNAGE & STRIPING PLAN - 11 WEST STA 26+00 TO EAST STA 2+00 RIGHT-OF-WAY ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SIGNAGE & STRIPING PLAN - WEST STA 26+00 TO EAST STA 2+00 1"=10' MATCHLINE WEST ST A 2 6 + 0 0 SEE C-54 RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE TRU E N O R T H 1" = 1 0' MATCHLINE EAST STA 2+00SEE C-56RIGHT-OF-WAY 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD10'-WIDE CROSSWALKS 4" SOLID WHITE LINE 10'-WIDE CROSSWALKS 50' DOUBLE YELLOW CENTER LINES TRANSVERSE STRIPING 20' DOUBLE YELLOW CENTER LINES 4" SOLID WHITE LINE 4" SOLID WHITE RELOCATED R1-1 24"x24" EAST BASELINE STA:0+22.61 OFF:19.38'L NEW R1-1 24"x24" EAST BASELINE STA:0+06.90 OFF:30.02'R RELOCATED R1-1 24"x24" WEST BASELINE STA:26+41.86 OFF:25.86'R 8 C-66 1 C-66 8 C-66 1 C-66 9 C-66 3 C-66 BLUE PAVEMENT MARKER 3 C-69 2+00 3+00 4+00PC: STA 3+37.39H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-004:018 3735 HANAP EPE RD TAX MAP KEY: 1-9-004:019 3741 HANAP E P E RD TAX MAP KEY: 1-9-005: 006 UEOKA STORE 3734 HANAP E P E RD TAX MAP KEY: 1-9-005: 007 G&K AUTO REPAIR SHOP 3746 HANAP E P E RD TAX MAP KEY: 1-9-005: 049 BANK OF HAWAII 3764 HANAP E PE RD TAX MAP KEY: 1-9-004:015 3731 HANAP E P E RD 6.0'9.0' (TYP.) 18.0' DWY 18.7' DWY 18.0' DWY 22.0' 10.0' DWY 18.0' DWY 22.0'10.0'5.0'22.0' (TYP.) TAX MAP KEY: 1-9-004:025 KAUAI DENTAL LAB / DR. RK ANCHETA / BUSINESS DECISIONS HAWAII INC. 3751 HANAP E P E RD 10.0'R1'R5'R 5 ' R1'15.0'15.0'18.4'2.5'18.0' (TYP.)R1'R1'R 5 ' R 1 ' 3.4'R5' R 1 '7.1'3.1'R5 ' 5.1'4.4' R5' R5'R1'R5'R1' R 1 '7.2'6.0'7.0'9.5'R1' R1'R5'R 5 ' R1'13.8'18.2'2.6'12.9'5.1'8.0'EAST BASELINE STA:2+07.69 OFF:18.10'L 63 C-56 SIGNAGE & STRIPING PLAN - 12 EAST STA 2+00 TO STA 4+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 4+00SEE C-57RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - EAST STA 2+00 TO STA 4+00 1"=10'TRUE NORTH HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE EAST STA 2+00SEE C-55TRANSVERSE STRIPING 4" SOLID WHITE LINE (TYP.) 4" SOLID WHITE LINE 3 C-66 1 C-66 9 C-66 4+00 5+00 6+00 TAX MA P K E Y : 1 - 9 - 0 0 5 : 0 4 9 BANK O F H A W A I I 3764 H A N A P E P E RD TAX MAP KEY: 1-9-004:027 MASAHIRO S SATTA DDS (DENTIST OFFICE) 3761 HANAPE P E RD TAX MAP KEY: 1-9-004:016 3785 HANAP E PE RD TAX M A P K E Y : 1 - 9 - 0 5 : 0 0 9 ART & S O U L G A L L E R Y / MER C E D E S M A Z A A R T G A L L E R Y 4545 K O N A R D TAX M A P K E Y : 1 - 9 - 0 0 4 : 0 1 6 TAL K S T O R Y B O O K S T O R E TAX MAP KEY: 1-9-005: 049 BANK OF HAWAII 3764 HANAPE P E RD H A N A P E P E R O A D(COUNTY )5.0'48.3' 18.1' DWY 9.5' (TYP.) 22.0' (TYP.)10.0'9.0'18.0' (TYP.)6.0'11.0' DWY 10.0'R5'R406'9.5'R1'R1'12.9'5.1'8.0'R5 '11.1'1.9'12.0'R5' R1'R5'8.3'R1'R5 ' R5'19.3'15.2'15.6'R1'19.2'51.3' DWY 18.0'9.0'2.9'R1' 64 C-57 SIGNAGE & STRIPING PLAN - 13 EAST STA 4+00 TO STA 6+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 6+00SEE C-58RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - EAST STA 4+00 TO STA 6+00 1"=10' TAX MAP KEY: 1-9-005: 009 DENNY'S REPAIR & SERVICE 4545 KONA RD TRUE NORTH HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD MATCHLINE EAST STA 4+00SEE C-56TRANSVERSE STRIPING 4" SOLID WHITE LINE (TYP.) 4" SOLID WHITE (TYP.) 9 C-66 3 C-66 BLUE PAVEMENT MARKER 2 C-69 6+00 7+00 8+00PT: STA 6+24.66PC: STA 6+94.90PT: STA 7+15.14PC: STA 7+48.07PT: STA 7+75.67PC: STA 8+46.43H A N A P E P E R O A D (COUNTY)K O N AR O A D(COUNTY)TAX MAP KEY: 1-9-05: 009 ART & SOUL GALLERY / MERCEDES MAZA ART GALLERY 4545 KONA RD TAX MAP KEY: 1-9-005: 055 4548 KONA RD TAX MAP KEY: 1-9-005: 041 STORYBOOK THEATRE OF HAWAII 3814 HANAPE P E RD TAX MAP KEY: 1-9-004: 010 HANAPEPE HAWAIIAN CONGREGATIONAL CHURCH 3815 HANAP E P E RD TAX MAP KEY: 1-9-004:016 TALK STORY BOOKSTORE 3785 HANAP E P E RD TAX MAP KEY: 1-9-004:013 ALOHA THEATER / PU'UWAI HAO KILA GALLERY / VERONICA JEWELS 3795 HANAPE P E RD H A N A P E P E R O A D (COUNTY)18.0' (TYP.)9.0' (TYP.)5.0'10.0'6.0'6.0'22.0' (TYP.) 5.0' R150' R130 ' R3 0 ' R 1 '19.2'56.5' 50.0'19.0' (TYP.)9.0' (TYP.)5.0'8.0'(TYP.)20.3'5.6'R25'STOP BAR AND "STOP" LETTERING EAST BASELINE STA:6+89.63 OFF:10.00'R STOP BAR AND "STOP" LETTERING EAST BASELINE STA:7+18.08 OFF:39.09'R STOP BAR AND "STOP" LETTERING EAST BASELINE STA:7+77.24 OFF:10.50'L 65 C-58 SIGNAGE & STRIPING PLAN - 14 EAST STA 6+00 TO STA 8+50 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - STA EAST 6+00 TO STA 8+50 1"=10' RIGHT-OF-WAY MATCHLINE EAST STA 6+00SEE C-57 MATCHLINE EAST STA 8+50SEE C-59TRUE NORTH302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADTAX MAP KEY: 1-9-004:012 JJ OHANA'S / FONDA'S DAUGHTER 3805 HANAP E P E RD 10'-WIDE CROSSWALKS 10'-WIDE CROSSWALK 39' DOUBLE YELLOW CENTER LINES 4" SOLID WHITE LINE 50' DOUBLE YELLOW CENTER LINES 4" SOLID WHITE LINE (TYP.) RELOCATED R1-1 24"x24" EAST BASELINE STA 7+34.99 OFF:41.87'R NEW R1-1 24"x24" EAST BASELINE STA 6+91.11 OFF:13.56'R NEW R1-1 24"x24" EAST BASELINE STA 7+78.77 OFF: 12.29'L HANAPEPE ROAD EAST BASELINE 8 C-66 1 C-66 1 C-66 9 C-66 BLUE PAVEMENT MARKER 3 C-69 9+00 10+00 11+0 0PC: STA 8+46.43PT: STA 10+25.32TAX MAP KEY: 1-9-005: 057 BOBBIE'S ISLAND RESTAURANT / PRECISION HAIR 3824 HANAP E P E RD TAX MAP KEY: 1-9-005: 059 KUULEI'S GOURMET / MIDNIGHT BEAR BREADS 3830 HANAP E PE RD 1-9-0 0 4 : 0 0 9 A L O H A SPIC E C O M P A N Y 3857 H A N A P TAX MAP K E Y : 1 - 9 - 0 0 5 : 0 4 6 KAMA'AIN A C A B I N E T S / K A L A K O A KAUA'I FI N E A R T G A L L E R Y 3848 HAN A P EPE RD TAX M A P K E Y : 1 - 9 - 0 0 5 : 0 3 8 STAT E O F H A W A I I R O A D TAX MAP KEY: 1-9-005: 039 3840 HANAP E PE RD PEDESTRIAN PATH TOHANAPEPE SWINGINGBRIDGETAX MAP KEY: 1-9-004: 020 NAPA AUTO PARTS / JACQUELINE ON KAUAI 3837 HANAP E P E RD TAX M A P K E Y : 1-9-004 : 0 0 9 ALOHA S P I C E COMP A N Y PARKI N G 3857 HANA P EPERD H A N A P E P E R O A D (COUNTY)5.0'22.0' (TYP.) 18.0' DWY 10.0' DWY 9.0' (TYP.) 30.2' DWY 18.0' DWY10.0'10.0'8.0'(TYP.)TAX MAP KEY: 1-9-004: 010 HANAPEPE HAWAIIAN CONGREGATIONAL CHURCH 3815 HANAP E P E RD 18.0'(TYP.)R5'R5'R1'R5'15.5'19.0'R1'R1 ' R5'R1' R1' R 5 'R185'19.0'15.7'17.2'21.7'R5'R5' 12.5' 50.0' 10.0' 10.0' EAST BASELINE STA:8+91.99 OFF:30.00'R R5' 66 C-59 SIGNAGE & STRIPING PLAN - 15 EAST STA 8+50 TO STA 11+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 8+50SEE C-58 MATCHLINE EAST STA 11+00SEE C-60RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - EAST STA 8+50 TO STA 11+00 1"=10' HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADTAX MAP KEY: 1-9-005: 038STATE OF HAWAIITRANSVERSE STRIPING 4" SOLID WHITE LINE (TYP.) 10'-WIDE CROSSWALK 4" SOLID WHITE (TYP.) 9 C-66 3 C-66 11+00 12+00 13+00 H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-004: 009 ALOHA SPICE COMPANY PARKING 3857 HANAP E P E RD TAX MAP KEY: 1-9-004: 008 BANANA PATCH STUDIO 3865 HANAP E P E RD TAX MAP KEY: 1-9-004: 007 BLUE UMI / JAPANESE GRANDMA'S CAFE 3871 HANAP E PE RD TAX MAP KEY: 1-9-004: 006 HIRANO PROPERTY 3879 HANAPE P E RD TAX MAP KEY: 1-9-004: 005 PARKING TAX MAP KEY: 1-9-005: 038 STATE OF HAWAII TAX MAP KEY: 1-9-005: 037 ALOHA SPIRITS LIQUOR STORE 3864 HANAPE P E RD TAX MAP KEY: 1-9-005: 053 3876 HANAP E PE RD TAX MAP KEY: 1-9-005: 036 ANGELA HEADLEY ISLAND ART GALLERY 3878 HANAP E P E RD TAX MAP KEY: 1-9-005: 035 LIGHT SOURCE 3890 HANAP E P E RD TAX MAP KEY: 1-9-004: 005 DR. HIRANO DDS 3893 HANAP E PE RD TAX MAP KEY: 1-9-005: 035 LULA / POLO'S COOKIES / LONGIES SHAVE ICE AND TREATS 3900 HANAP E PE RD 20.5' DWY 8.5' (TYP.) 22.0' 11.0' DWY 8.0'5.0'10.0'10.0'22.0' (TYP.)8.7'22.0'R5'R1' 3.8'6.1'7.0'R1'R5 '3.2'R5'7.3'R1'7.0'7.0'R5 '6.8'8.7'R1'7.0'50.0'10.0' 67 C-60 SIGNAGE & STRIPING PLAN - 16 EAST STA 11+00 TO STA 13+50 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 11+00SEE C-59 MATCHLINE EAST STA 13+50SEE C-61RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - EAST STA 11+00 TO STA 13+50 1"=10' HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD4" SOLID WHITE (TYP.) 10'-WIDE CROSSWALK 4" SOLID WHITE LINE 4" SOLID WHITE LINE (TYP.) TRANSVERSE STRIPING 1 C-66 9 C-66 3 C-66 BLUE PAVEMENT MARKER 3 C-69 13+0014+0 0 15+0 0 16+ 0 0 PC : S T A 1 3 + 6 9 . 6 7 PCC: STA 14+83.14H A N A P E P E R O A D (CO U N T Y )TAX MAP KEY:1-9-004: 005DR. HI RA N O DDS 3893 HANAP EPE RD T A X M A P K E Y : 1 - 9 - 0 5 : 0 3 0 TAX MAP KEY: 1-9-005: 034 TARO KO CHIPS FACTORY 3940 HANAPE P E RD TAX MAP KEY: 1-9-005: 042 HAWAIIAN TELCOM INC 3919 HANAP E P E RD TAX MAP KEY: 1-9-005: 043 3931 HANAP E P E RD TAX MAP KEY: 1-9-005: 035LULA / P OL O'S C O OKIES /LONGIES S HAVE I CE A N D TREATS 3900 HANAP EPE RD TAX MAP KEY: 1-9-005: 035 LULA / POLO'S COOKIES / LONGIES SHAVE ICE AND TREATS 3900 HANAP E PE RD K O R O A D ( COU N T Y ) TAX MAP KEY: 1-9-004: 001 4570 KO ROAD TAX MAP KEY: 1-9-004: 005 DR. HIRANO DDS 3893 HANAP E P E RD 8 . 1 '18.2'1 0 . 0 ' 1 0 . 3 ' 11.1' DWY 9 . 2 ' 5 . 5 ' ± 22.0' ( T Y P . )9.9'18.0' D W Y 9.5'22. 0 ' ( T Y P . )8.7'5.0 ' 33.8' D W Y 2 0 ' ( T Y P . )R136'R130'R130'R1'R80'R246'2 3 . 2 'R5'R 5 '8.7'8.7'4.5'R5'R1'R5' R1'3.7'8.0'8.6'EAST BASELINE STA:14+05.08 OFF:18.87'R EAST BASELINE STA:14+20.17 OFF:16.07'R R15' 68 C-61 SIGNAGE & STRIPING PLAN - 17 EAST STA 13+50 TO STA 16+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 S E E C- 6 0 M A TCH L IN E E A S T S T A 1 3 + 5 0 MATCHLINE EAST STA 16+00SEE C-62RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - EAST STA 13+50 TO STA 16+00 1"=10' HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD4" SOLID WHITE LINE (TYP.) 140' DOUBLE YELLOW CENTER LINES TRANSVERSE STRIPING 10'-WIDE CROSSWALK 4" SOLID WHITE (TYP.) 4" SOLID WHITE LINE 4" SOLID YELLOW 146' 4" SOLID YELLOW 140' 3 C-66 8 C-66 1 C-66 9 C-66 16+00 17+00 18+00 19+00PT: STA 16+50.79PC: STA 17+26.48PT: STA 17+98.29TAX MAP KEY: 1-9-005: 034 3926 HANAP E P E RD TAX MAP KEY: 1-9-005: 043 3931 HANAPE P E RD K O U L AR O A D(COUNTY)TAX MAP KEY: 1-9-005: 033 BERT'S AUTO REPAIR 3954 HANAP E P E RD H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-003: 001 STATE OF HAWAII 9.5'22.0' (TYP.) 11.0' DWY 22.0' (TYP.)8.0'5.4'±R 5 'R20'R1010'8.6'4.5'1.8'4.3'46.8'9.5'10.0'10.0'R2 0 ' 69 C-62 SIGNAGE & STRIPING PLAN - 18 EAST STA 16+00 TO STA 19+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 MATCHLINE EAST STA 16+00SEE C-61 MATCHLINE EAST STA 19+00SEE C-63RIGHT-OF-WAY RIGHT-OF-WAY SCALE: SIGNAGE & STRIPING PLAN - EAST STA 16+00 TO STA 19+00 1"=10' HANAPEPE ROAD EAST BASELINE 302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROADTRANSVERSE STRIPING 4" SOLID WHITE 4" SOLID WHITE LINE 10'-WIDE CROSSWALK 1 C-66 3 C-66 9 C-66 8 C-66 19+00 20+00 21+00 22+00PC: STA 21+99.70H A N A P E P E R O A D (COUNTY) TAX MAP KEY: 1-9-003: 001 STATE OF HAWAII TAX MAP KEY: 1-9-005: 049 STATE OF HAWAII TAX MAP KEY: 1-9-007: 017 STATE OF HAWAII TAX MAP KEY: 1-9-007: 010 STATE OF HAWAII TAX MAP KEY: 1-9-005: 032 4504 PUNA RD TAX MAP KEY: 1-9-007: 018 4500 PUNA RD TAX MAP KEY: 1-9-005: 033 3954 HANAPE PE RD TAX MAP KEY: 1-9-005: 064 4514 PUNA RD8.0'22.0' (TYP.)10.0'10.0'5.5'±10.2'8.0'(TYP.)70 C-63 SIGNAGE & STRIPING PLAN - 19 EAST STA 19+00 TO STA 22+00 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SIGNAGE & STRIPING PLAN - EAST STA 19+00 TO STA 22+00 1"=10' RIGHT-OF-WAY HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 22+00SEE C-64 MATCHLINE EAST STA 19+00SEE C-62302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD4" SOLID WHITE (TYP.) 4" SOLID WHITE LINE 100' DOUBLE YELLOW CENTER LINES1 C-66 9 C-66 22+00 22+70PC: STA 21+99.70PT: ST A 2 2 + 6 6. 5 6 TAX M A P K E Y : 1 - 9 - 0 0 7 : 0 1 0 STAT E O F H A W A I I K A U M U A L I ' I H I G H W A Y (STATE) H A N A P E P E R O A D ( S T A T E ) TAX MAP KEY: 1-9-007: 010 STATE OF HAWAII 10.2'10.0'H A N A P E P E R O A D (C O U N T Y ) R70'R48'R80'30.3' STOP BAR EAST BASELINE STA:22+69.16 OFF:23.49'R END HANAPEPE ROAD EAST BASELINE STA:22+69.66 OFF:0.00'5.0'11.0'R30'R662'R150'R35'44.7'R46'R152'R678'R667'47.2' 24.3'R662'11.0' 71 C-64 SIGNAGE & STRIPING PLAN - 20 EAST STA 22+00 TO END ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 SCALE: SIGNAGE & STRIPING PLAN - EAST STA 22+00 TO END 1"=10' HANAPEPE ROAD EAST BASELINE RIGHT-OF-WAY MATCHLINE EAST STA 22+00SEE C-63302010 1" = 10'FEETSCALE 0 SCALE: KEY MAP NTS C-45 C-46 C-47 C-48 C-49 C-50 C-51 C-52 C-53 C-54 C-55 C-56 C-57 C-58 C-59 C-60 C-61 C-62 C-63 C-64 LEGEND PAVING LIMITS R/W OR PROPERTY LINE NEW OR RELOCATED SIGN AND POST MOI ROADH A N A R O A DIONA ROADPUOLO ROADKONA ROADKO ROADKOULA ROADAWAWA ROADMOI ROAD6" SOLID WHITE LINE 100' DOUBLE YELLOW CENTER LINES 8" SOLID WHITE LINE 10'-WIDE CROSSWALK PAVEMENT ARROW 5 C-66 YIELD NEW R1-2 36"x36" OM-5 18"x18" EAST BASELINE STA:22+57.74 OFF:24.72'L MATCH EXISTING EDGE LINE RELOCATED R1-1 24"x24" OM-5 18" x18" EAST BASELINE STA:22+60.96 OFF:29.98'R 8" SOLID WHITE LINE 127' DOUBLE YELLOW CENTERLINES 4" SOLID WHITE LINE 12" WHITE TRANSVERSE LINES 6" SOLID WHITE LINE 6 C-66 1 C-66 2 C-66 2 C-66 2 C-66 2 C-66 8 C-66 2 C-66 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 72 C-65 WIDTH VARIES, SEE PLAN (36" MIN.) 2.0% MAX, 1.0% MIN CROSS SLOPE ON ALL WALKWAYS UNLESS OTHERWISE NOTED CONCRETE (2,500 PSI @ 28 DAYS) 4" THICK OR MATCH EXIST, WHICHEVER IS GREATER. ADD 7.5 LB/CY STRUCTURAL MACROFIBER. PROVIDE CONTRACTION JOINTS, SEE DETAIL TO THE RIGHT. NOTES: 1.IF SOFT MATERIALS ARE ENCOUNTERED, INSTALL 4" AGGREGATE BASE COURSE BENEATH CONCRETE SIDEWALK. 2.FOR TYPICAL CONNECTION TO EXISTING CONCRETE, SEE SIDEWALK CONNECTION DETAIL THIS SHEET. 3.PROVIDE EXPANSION JOINTS AT ALL CHANGES IN ALIGNMENT OF SIDEWALK, JUNCTIONS OF CONCRETE, AND JUNCTIONS WITH CONCRETE AND STRUCTURES. SEE DETAILS THIS SHEET. 4.EDGES OF SIDEWALK SHALL BE ROUNDED. 5.DRESSING OF SIDEWALK SHALL CONSIST OF CLEARING, GRUBBING, GRADING, RESHAPING AND COMPACTING THE AREA ADJACENT TO THE IMPROVEMENT WITH SUITABLE MATERIALS AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY THE ENGINEER. COMPACTED SUBGRADE4"EXIST GRADE BROOM FINISH CONCRETE WALKWAY NOT TO SCALE CONCRETE WALKWAY DETAIL SAWCUT OR FORMED GROOVE AT 5'-0" O.C. MAXIMUM FILL W/JOINT SEALANT 1/8" TO 1/4" TOP OF CONCRETE 1"NOT TO SCALE CONTRACTION JOINT DETAIL NOT TO SCALE CONCRETE CONNECTION DETAIL 1 C-65 4 C-65 2 C-65 WIDTH VARIES, SEE PLAN 1.0% MIN OR AS SHOWN ON PLANS 6" THICK CONCRETE SLAB (2,500 PSI @ 28 DAYS), ADD 7.5 LB/CY STRUCTURAL MACROFIBER. PROVIDE CONTRACTION JOINTS. NOTES: 1.IF SOFT MATERIALS ARE ENCOUNTERED, INSTALL 8" AGGREGATE BASE COURSE BENEATH CONCRETE PAVEMENT. 2.FOR TYPICAL CONNECTION TO EXISTING CONCRETE, SEE SIDEWALK CONNECTION DETAIL THIS SHEET. 3.PROVIDE EXPANSION JOINTS AT ALL CHANGES IN ALIGNMENT OF PAVEMENT, JUNCTIONS OF CONCRETE, AND JUNCTIONS WITH CONCRETE AND STRUCTURES. SEE DETAILS THIS SHEET. 4.EDGE OF CONCRETE PAVEMENT SHALL BE ROUNDED. COMPACTED SUBGRADE6"EXIST GRADE BROOM FINISH CONCRETE PAVEMENT NOT TO SCALE CONCRETE DRIVEWAY SECTION3 C-65 JOINT SEALANT EXPANSION JOINT FILLER 12"Ø, 12" LONG SMOOTH DOWELS @ 2' O.C. PRE-DRILL & EPOXY GROUT INTO EXIST SIDEWALK AND GREASE END IN PROPOSED SIDEWALK. DRILL HOLE IN ACCORDANCE WITH EPOXY MANUFACTURER'S RECOMMENDATIONS. 12"2"EXISTING CONCRETE PROPOSED CONCRETE 2"6" COMPACTED SUBGRADE 4" THICK CONCRETE WITH 7.5 LB/CY STRUCTURAL MACROFIBER DRESS SIDEWALK (SEE NOTE 5) PAVEMENT EXIST. A.C. COMPACTED SUB GRADE 12" MIN NOT TO SCALE PMA PAVEMENT SECTION AND CONNECTION DETAIL NOTE: PAVEMENT SLOPE SHALL MATCH EXISTING PAVEMENT SLOPE SO AS TO PROVIDE SMOOTH RIDING CONNECTION. 2" PMA PAVEMENT WITH PG 64E-22, MIX NO.V (COUNTY ROW) MIX NO. IV (STATE ROW) 6" AGGREGATE BASE COURSE TACK COAT 5 C-65 COMPACT EXIST BASE COURSE TACK COAT SECOND SAWCUT LINE, NEAT CUT FIRST SAWCUT LINE, NEAT CUT NOT TO SCALE COLD PLANE AND RESURFACE DETAIL6 C-65 MISCELLANEOUS DETAILS - 1 PAVEMENT EXIST. A.C. 3" PMA PAVEMENT, MIX NO. IV WITH PG 64E-22 EXIST. BASE APPLY TACK COAT PAVEMENT EXIST. A.C. 3" PMA PAVEMENT, MIX NO. V WITH PG 64E-22 EXIST. BASE APPLY TACK COAT STATE ROW COUNTY ROW EXIST. A.C. PAVEMENT ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 17"4"10" 17"4'-4"STRAIGHT ARROW5'-0"3'-8"9'-4"NOT TO SCALE TYPICAL PAVEMENT ARROWS R5'-7 " R4'-4"23"20"2'-8"3'-1"3'-4" 6"8'-3"6'-7" TURN ARROW 15" THRU/TURN ARROW 15"9'-4"8'-0"4'-0"45° 4" DOUBLE YELLOW 4" DOUBLE YELLOW TYPE "D" RPM 12" SOLID YELLOW LINE (TYP.) TAPER AS REQUIRED ON PLAN TYPE "H" RPM @ 20'* O.C. (TYP.) REFLECTIVE SURFACE FACING ONCOMING TRAFFIC (TYP.) *OR AS SPECIFIED IN PLANS SOLID WHITE LINE (LANE, SHOULDER, OR TRANSVERSE) DOUBLE SOLID YELLOW LINE (CENTER LINE)4"4"4"RPM TYPE "D" @ 20'-0" O.C.4"DOTTED LINE (WHITE OR YELLOW) - (2'-0" LONG STRIPE @ 6'-0" O.C.) 2' 4' 2' 4' 2' 6' O.C. (TYP)4"NOT TO SCALE TYPICAL PAVEMENT MARKINGS - LONGITUDINAL LINES (COUNTY) NOT TO SCALE TRANSVERSE MEDIAN STRIPING DETAILS (COUNTY) NOT TO SCALE PARALLEL PARKING 1 C-66 9 C-66 4 C-66 73 C-66VARIES,SEE PLAN45° (TYP.) 4'* O.C. (TYP.)4" SOLID WHITE LINE CURB FACE, OR EDGE OF PAVEMENT (REFER TO SITE PLANS) 4"* SOLID WHITE LINE (TYP.) NOT TO SCALE TRANSVERSE SHOULDER STRIPING DETAIL (COUNTY)3 C-66 *OR AS SPECIFIED IN PLANS NOTE: ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC EXTRUSION, REFER TO SECTION 629 OF STANDARD SPECIFICATIONS. MISCELLANEOUS DETAILS - 2 DOTTED WHITE LINE - (2'-0" LONG STRIPE @ 4'-0" O.C.) 2'2'2' 4' O.C. (TYP)4"2'2'5'SEE PLANS4" 4" TYPE "D" RPM @ 20' O.C. TYPICAL INTERSECTION SIGN AND PAVEMENT MARKINGS CENTERLINE & STOP BAR 12" SOLID WHITE LINE DOUBLE YELLOW CENTER LINES DOUBLE YELLOW CENTER LINES NOT TO SCALE TYPICAL STOP AND CROSSWALK STRIPING DETAILS 4" STOP SIGN (TYP.) 8 C-66 STANDARD CROSSWALK WITH STOP BAR 10'12"24" 5' O.C.10'STOP BAR C OR LANE LINE L 4" SOLID WHITE LINE 22' (TYP. OR AS SHOWN ON PLANS)2'2'9' (TYP. ORAS SHOWNON PLANS)CURB FACE, OR EDGE OF PAVEMENT (REFER TO SITE PLANS) 45° 4" DOUBLE YELLOW 4" DOUBLE YELLOW TYPE "D" RPM 12" SOLID YELLOW LINE (TYP.) TAPER AS REQUIRED ON PLAN TYPE "H" RPM @ 10'* O.C. (TYP.) REFLECTIVE SURFACE FACING ONCOMING TRAFFIC (TYP.) *OR AS SPECIFIED IN PLANS NOT TO SCALE TRANSVERSE MEDIAN STRIPING DETAILS (STATE) 5 C-66 7 C-66VARIES,SEE PLAN4'* O.C. (TYP.)4" SOLID WHITE LINE CURB FACE, OR EDGE OF PAVEMENT (REFER TO SITE PLANS) NOT TO SCALE TRANSVERSE SHOULDER STRIPING DETAIL (STATE)6 C-66 *OR AS SPECIFIED IN PLANS 45°0' 12"* SOLID WHITE LINE (TYP.) SOLID WHITE LINE (LANE, SHOULDER, OR EDGE) DOUBLE SOLID YELLOW LINE (CENTER LINE)6"4"4"RPM TYPE "D" @ 10'-0" O.C.4"NOT TO SCALE TYPICAL PAVEMENT MARKINGS - LONGITUDINAL LINES (STATE)2 C-66 NOTE: ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC EXTRUSION, REFER TO SECTION 629 OF STANDARD SPECIFICATIONS. SOLID WHITE LINE (LANE, SHOULDER, OR EDGE)8"RPM TYPE "C @ 20'-0" O.C. RPM TYPE "C @ 20'-0" O.C. ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 NOT TO SCALE TYPICAL SIGN & POST INSTALLATION DETAIL1 C-67 NEW OR EXIST STANDARD CONC CURB NEW OR EXIST CURB LINE OR EXIST EDGE OF PAVEMENT SIGN ASREQUIREDCLASS "B" CONC FOOTING 21 4" SQUARE TUBE ANCHOR POST2'-0"4.00' DIA 2'12" MIN (*)28.00' MIN/10'-0" MAX (*)2" DIA GALV STEEL PIPE POST SEE PLAN FOR SIGN TYPE AND LOCATION EXIST GROUND OR NEW FINISHED GRADE INSTALLATION OF NEW SIGN POST W/CONCRETE FOOTING12"5 16 " x 2 3 4 " GALVANIZED BOLTS, NUTS & WASHERS ON BOTH SIDES * NOTE: ALL SIGN INSTALLATIONS MUST MEET LATERAL AND HEIGHT CLEARANCES, INCLUDING NEW SIGNS THAT WILL BE POSTED ON TO EXISTING SIGN POSTS. EXTEND, RELOCATE OR REPLACE AS REQUIRED TO MEET CLEARANCE REQUIREMENTS. ANCHOR POST NOTES: 1.KEEP INSIDE OF 2-1 4" ANCHOR POST FREE FROM IMPEDIMENTS THAT MAY PREVENT PROPER SEATING OF 2" SIGN POST. 2.SQUARE TUBING SIGN POST SHALL BE TELESCOPING TYPE WITH 7 16" DIA. HOLES AT 1" O.C. ON FOUR SIDES. 3.OCTAGON SIGN POST SHALL BE TELESCOPING TYPE WITH 7 16" DIA. HOLES AT 1" O.C. ON TWO SIDES. 4.USE 5 16" X 2-3 4" BOLTS TO SECURE THE OCTAGONAL AND SQUARE TUBING POST INTO THE 2-1 4" SQUARE TUBE ANCHOR POST. 5.MINIMUM BURY DEPTH FOR THE 2-1/4" ANCHOR POST SHALL BE AS FOLLOWS: 4'-0" MIN. AT POOR SOIL CONDITIONS 2'-6" MIN. AT ROCKY CONDITIONS 74 C-67 DETECTABLE WARNING NOTES: 1.DETECTABLE WARNINGS SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE (DOES NOT INCLUDE FLARES). 2.TRUNCATED DOMES SHALL HAVE A DIAMETER OF 0.9-1.4 INCHES AT THE BOTTOM, A DIAMETER THAT IS 50%-60% OF THE BASE DIAMETER AT THE TOP, A HEIGHT OF 0.2 INCHES AND A CENTER-TO-CENTER SPACING OF 1.6-2.4 INCHES MEASURED ALONG ONE SIDE OF A SQUARE ALIGNMENT. 3.DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN THE DOMES. 4.THERE SHALL BE A MINIMUM OF 70 PERCENT CONTRAST IN LIGHT REFLECTANCE BETWEEN THE DETECTABLE WARNING AND AN ADJOINING SURFACE, OR THE DETECTABLE WARNING SHALL BE "SAFETY YELLOW". 5.THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE DETECTABLE WARNING SURFACE. 6.THE DETECTABLE WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE. 7.DETECTABLE WARNINGS SHALL BE A RIGID, PRE-MANUFACTURED PRODUCT SET INTO WET CONCRETE; PRODUCT TO BE APPROVED BY THE ENGINEER. DETECTABLE WARNING AT CURB RAMP DOME SECTION 0.9"-1.4" 50%-60% OF BASE DIAMETER 0.2"0.9"-2.4"1.6"-2.4"24"ENLARGEMENT CURB RAMP SIDEWALK 0.65" MIN NOT TO SCALE DETECTABLE WARNING DETAIL2 C-67 MISCELLANEOUS DETAILS - 3 REFLECTIVE SURFACE 0.12" MAX 0.50"-0.70" 3.85"-4.05"3.85"-4.05"TYPE "C" RED-CLEAR REFLECTIVE MARKER 0.12" MAX 0.50"-0.70" 3.85"-4.05"3.85"-4.05"0.12" MAX 0.50"-0.70" 3.85"-4.05"3.85"-4.05"TYPE "H" ONE-WAY YELLOW REFLECTIVE MARKER 0.12" MAX 0.50"-0.70" 3.85"-4.05"3.85"-4.05"30° MAX. 30° MAX. 30° MAX. 30° MAX. TYPE "D" TWO-WAY YELLOW REFLECTIVE MARKER TYPE "DB" TWO-WAY BLUE REFLECTIVE MARKER NOT TO SCALE RAISED PAVEMENT MARKER DETAILS4 C-67 REFLECTIVE SURFACE REFLECTIVE SURFACE REFLECTIVE SURFACE 4 . 7 5 "29.5"4"20" OPTIONAL REFLECTIVE MARKINGS NOT TO SCALE LANE SEPARATOR DETAIL5 C-67 LANE SEPARATOR NOTES: 1.INSTALL NEW LANE SEPARATORS AFTER REMOVAL OF OLD DELINEATORS AND INSTALLATION OF NEW ASPHALT. 2.ROAD EDGE OF LANE SEPARATORS SHALL BE INSTALLED 5' FROM THE EDGE OF PAVEMENT AS SHOWN. 3.LANE SEPARATORS SHALL BE FURNISHED COMPLETE WITH WHITE REFLECTORS OF TYPE III OR IV RETRO-REFLECTIVE SHEETING OR PAINTED WITH WHITE RETRO-REFLECTIVE PAINT. 4.CONTRACTOR SHALL PROVIDE "TRAFFIC LOGIX CYCLE LANE" OR PRE-APPROVED EQUAL. 5.CONTRACTOR TO PROVIDE AND SUBMIT ADHESIVE PRODUCT SUITABLE FOR THE INTENDED ENVIRONMENT. PRIOR TO INSTALLATION OF LANE SEPARATORS, CONTRACTOR TO SUBMIT PRODUCT AND METHOD TO ENGINEER FOR APPROVAL. 6" 1'-0" 6'-0" 1'-0" 1"1'-6" 1'-0"5"6" 9" 1'-6"5"2"2"1"1'-6"EDGE OF A.C. PAV'T. ISOMETRIC VIEW TYPICAL SECTION 3-1" DIA. HOLES WITH 3-#6 REBARS, 1'-6" LONG FILL HOLE WITH NON-SHRINK GROUT 2 - #3 REBAR CONTINUOUS A.C. PAV'T. #6 REBAR 412" 21 8" 14"812" 1 4" NOT TO SCALE CONCRETE WHEEL STOP DETAIL3 C-67 CONSTRUCTION NOTES FOR TRAFFIC CONTROL PLANS: 1.THE PERMITTEE SHALL MAKE ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS, BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS. 2.CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. 3.TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED PROGRESSIVELY TOWARD THE WORK AREA. 4.REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK. 5.FLAGGERS AND/OR POLICE OFFICERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT COMMUNICATION AT ALL TIMES. 6.WHEN REQUIRED BY THE COUNTY AND/OR MUTCD, THE PERMITTEE SHALL INSTALL A FLASHING ARROW SIGNAL AS SHOWN ON THE TRAFFIC CONTROL PLANS. 7.ALL TRAFFIC LANES SHALL BE A MINIMUM OF 10 FEET WIDE. 8.ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE. 9.THE BACKS OF ALL SIGNS SHALL BE PROMPTLY REMOVED OR COVERED TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH FACES), WHENEVER THE MESSAGES ARE NOT APPLICABLE OR NOT IN USE. 10.AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THE PERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION. 11.REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS UPON COMPLETION OF EACH PHASE OF WORK. 12.POLICE OFFICERS/FLAGGERS SHALL BE PRESENT AT ALL TIMES. 13.WHEN REQUIRED BY THE COUNTY OF KAUA'I, AN ADVERTISEMENT SHALL BE PLACED IN THE NEWSPAPER BY THE CONTRACTOR FOR ANY LANE CLOSURE. PRIOR TO PUBLICATION, THE ADVERTISEMENT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE ADVERTISEMENT SHALL BE MADE ONE (1) WEEK BEFORE ANY LANE CLOSURE AND SHALL CONTAIN THE FOLLOWING INFORMATION: A.MAP OF THE TRAFFIC CHANGE LIMITS; B.NOTICE OF STARTING AND ENDING DATES, TIMES AND DURATION; C.MAP TO SHOW LANE CLOSURE; D.EXPLANATION OF THE LANE CLOSURE; "NOTICE TO MOTORIST & PEDESTRIANS". THE CONTRACTOR SHALL BE REQUIRED TO HAVE ANY LANE CLOSURE ANNOUNCED DAILY OVER THE RADIO TWO (2) DAYS BEFORE STARTING DATE UNTIL THE WORK IS COMPLETED. BOTH ADVERTISEMENTS IN THE NEWSPAPER AND OVER THE RADIO SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO NOTIFY THE HOSPITALS, POLICE, FIRE AND AMBULATORY SERVICES OF THE LANES CLOSURES. 15.ALL WORKERS WITHIN THE COUNTY R/W WHO ARE EXPOSED TO EITHER VEHICLES USING THE ROADWAY OR TO CONSTRUCTION EQUIPMENT SHALL WEAR HIGH VISIBILITY SAFETY APPAREL THAT MEETS THE PERFORMANCE CLASS 2 OR 3 REQUIREMENTS OF ANSI/ISEA 107-2004. "WORKERS" ARE DEFINED AS PEOPLE ON FOOT WHOSE DUTIES PLACE THEM WITHIN THE ROAD RIGHT OF WAY, SUCH AS, BUT NOT LIMITED TO CONSTRUCTION AND MAINTENANCE FORCES, EQUIPMENT OPERATORS, SURVEY CREW, UTILITY CREW, RESPONDERS TO INCIDENTS (EG. EMT AND FIREFIGHTERS), AND LAW ENFORCEMENT PERSONNEL DIRECTING TRAFFIC, INVESTIGATING ACCIDENTS, HANDLING LANE CLOSURES AND ROADWAY CONSTRUCTION. 16.ALL TRAFFIC CONTROL DEVICES SHALL BE RETROREFLECTORIZED WHEN USED AT NIGHT. CONES SHALL BE EQUIPPED WITH RETROREFLECTORIZED COLLARS WHEN USED AT NIGHT. FLASHING LIGHTS SHALL BE USED WITH BARRICADES AND STEADY BURN LIGHTS WHEN USED IN A SERIES FOR CHANNELIZATION. FLAGGER STATIONS SHALL BE ADEQUATELY ILLUMINATED AT NIGHT. 17.THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE THE USE AND DURATION OF STEEL PLATES. ALL STEEL PLATES SHALL HAVE A NON-SKID SURFACING. THE COUNTY MAY REQUIRE THE BACKFILLING AND PATCHING OF THE TRENCH DUE TO THE EXCESSIVE USE OF STEEL PLATES OR NOISE COMPLAINTS. IF USED, THE CONTRACTOR SHALL MAINTAIN THE STEEL PLATES AND BE AVAILABLE TO RESPOND TO COMPLAINTS 24 HOURS A DAY, 7 DAYS A WEEK. 18.THE CONTRACTOR SHALL PROVIDE AN ADEQUATE NON-SLIP BRIDGING MATERIAL, INCLUDING SHORING OVER TRENCHES IN PAVEMENT AREAS. THE BRIDGING SHALL BE ABLE TO SUPPORT ALL TYPES OF VEHICULAR AND PEDESTRIAN TRAFFIC. 19.WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN A SAFE AND PASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED. CONTRACTOR TO PROVIDE ACCESS AND/OR DIRECTION SIGNS TO REROUTE PEDESTRIAN TRAFFIC. PASSAGES BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED. ALL PEDESTRIAN ROUTES SHALL BE ADA-COMPLIANT. 20.WORK ON A PUBLIC STREET AREA MAY BE PERFORMED ONLY BETWEEN THE HOURS OF 7:00 A.M. TO 3:30 P.M. MONDAY THROUGH FRIDAY, AND NOT ON HOLIDAYS RECOGNIZED BY THE COUNTY OF KAUA'I, UNLESS OTHERWISE PERMITTED IN WRITING BY THE COUNTY ENGINEER. WHILE SCHOOL IS IN SESSION, DETOURING OR IMPEDING PEDESTRIAN AND/OR VEHICULAR TRAFFIC SHALL NOT BE PERMITTED DURING THE FOLLOWING PEAK TRAFFIC TIMES: MONDAY THROUGH FRIDAY: 6:00 A.M. TO 8:15 A.M. MONDAY, TUESDAY, THURSDAY, FRIDAY: 2:00 P.M. TO 3:00 P.M. WEDNESDAY: 12:30 P.M. TO 2:00 P.M. TRAFFIC CONTROL NOTES 77 C-70 ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 NOT TO SCALE CW20-7(250)-A 48"x48" CW20-7(500) 48"x48" CW20-1A(750) 48"x48" SUPPLEMENTAL PLATE 24"x18"CW13-1(15)-A 24"x24" CW13-1(15)-A 24"x24" 250'250'150' 250'250' 50' MIN. 100' MIN. 100' MIN. 55' BUFFER WORK AREA 500' CG20-2A 48"x24" CW20-7(250)-A 48"x48" CW20-7(500) 48"x48" CW20-1A(750) 48"x48" CW13-1(15)-A 24"x24" CW13-1(15)-A 24"x24" 500' CG20-2A 48"x24" NOT TO SCALE CW20-7(250)-A 48"x48"48"x48" CW20-1A(750) 48"x48" SUPPLEMENTAL PLATE 24"x18"CW13-1(15)-A 24"x24" CW13-1(15)-A 24"x24" 250'250'150' 250'250' 50' MIN. 100' MIN. 100' MIN. 55' BUFFER WORK AREA 500' CG20-2A 48"x24" CW20-7(250)-A 48"x48" CW1-4L-H 48"x48" CW20-1A(750) 48"x48" SUPPLEMENTAL PLATE 24"x18" CW13-1(15)-A 24"x24" CW13-1(15)-A 24"x24" 500' CG20-2A 48"x24"10' MIN.10' MIN.SIGN CONE OR DELINEATOR DIRECTION OF TRAFFIC FLASHING ARROW SIGNAL SUPPLEMENTAL PLATE 24"x18" 250' 250' 250' 250' CW20-1Ad 48"x48" CW13-1(15)-A 24"x24" 250' 250' CW13-1(15)-A 24"x24" CW20-1Ad 48"x48" CW20-1Ad 48"x48" CW13-1(15)-A 24"x24" 250' 250' CW13-1(15)-A 24"x24" CW20-1Ad 48"x48" SIGN CONE OR DELINEATOR DIRECTION OF TRAFFIC FLASHING ARROW SIGNAL CW1-4R-H TYPICAL TRAFFIC CONTROL PLANS - 1 78 C-71 POLICE OFFICER/FLAGGER POLICE OFFICER/FLAGGER TYPICAL TWO-LANE ROAD - TWO LANES REMAIN OPEN (POSTED SPEED 25 MPH/SCHOOL ZONE 15 MPH) TYPICAL TWO-LANE ROAD - ONE LANE CLOSED (POSTED SPEED 25 MPH/SCHOOL ZONE 15 MPH) ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766 NOT TO SCALE CW20-7(250)-A 48"x48" CW20-1A(750) 48"x48" SUPPLEMENTAL PLATE 24"x18" CW13-1(15)-A 24"x24" CW13-1(15)-A 24"x24" 250'250' 250'250'100' MIN. 55' BUFFER WORK AREA 500' CG20-2A 48"x24" CW20-7(250)-A 48"x48" CW20-1A(750) 48"x48" SUPPLEMENTAL PLATE 24"x18" CW13-1(15)-A 24"x24" CW13-1(15)-A 24"x24" 500' CG20-2A 48"x24"10' MIN.55' BUFFER 100' MIN.10' MIN.SIGN CONE OR DELINEATOR DIRECTION OF TRAFFIC FLASHING ARROW SIGNAL 250' 250' CW20-1Ad 48"x48" CW13-1(15)-A 24"x24" 250' CW13-1(15)-A 24"x24" 250' CW20-1Ad 48"x48" CW1-4R-H 48"x48" CW1-4R-H 48"x48" TYPICAL TRAFFIC CONTROL PLANS - 2 79 C-72 POLICE OFFICER/FLAGGER TYPICAL TWO-LANE ROAD - ROAD WORK AT MEDIAN (POSTED SPEED 25 MPH/SCHOOL ZONE 15 MPH) ME OR UNDER MY SUPERVISION AND THIS WORK WAS PREPARED BY BY REVISION DATE BRIEF BY DEPARTMENT OF PUBLIC WORKS, COUNTY OF KAUA'I 4444 RICE STREET, SUITE 275 DRAWN BY ARCHITECT/ENGINEER EXP: APRIL 30, 2026 JG/JO JMS CONSTRUCTION OF THIS PROJECT WILL BE UNDER MY OBSERVATION OFSHEET 79 HANAPĒPĒ ROAD RESURFACING DISTRICT OF WAIMEA, ISLAND OF KAUA'I, HAWAI'I FEDERAL-AID PROJECT NO. STP-0545(002) LIHU'E, KAUA'I, HAWAI'I 96766