Plans-FINAL PLANS STP 0700 098.pdf

PDF 11 MB Posted

Attached to
STP-0700(098), INTELLIGENT TRANSPORTATION SYSTEMS KAUAI, PART 1
Solicitation number
B27000417
Issued by
Hawaii

About this file

This is a construction plan document from the State of Hawaii Department of Transportation, Highways Division, for Federal Aid Project STP-0700(098), an Intelligent Transportation Systems project on Kauai. The scope of work encompasses the construction of concrete bases for traffic signal cabinets at 28 traffic-controlled intersections throughout various locations on Kauai, along with trenching and installation of underground conduits and pullboxes to connect the concrete bases to existing traffic signal pull boxes, power sources, and broadband signal communication sources. The project also includes removal and restoration of existing structures affected by construction and hydromulch seeding of disturbed areas. Installation of Type A Pullboxes is required at only 2 of the 28 traffic-controlled intersections. The construction plans include standard details for catch basins, storm drain systems, landscape features, traffic signs, traffic signals, and pavement markings, with the plans dated June 2025 and containing comprehensive notes regarding construction requirements, material specifications, and standard practices.

The project involves federal aid funding through the State Highway Administration and is subject to extensive environmental, historical preservation, and water pollution control requirements. Construction is restricted to specific hours on County streets (8:30 a.m. to 3:30 p.m., Monday through Friday) and all lanes must remain open during peak traffic hours (6:30 a.m. to 8:30 a.m. and 3:30 p.m. to 6:30 p.m.). The contractor must comply with an NPDES Permit for Construction Activities, implement comprehensive erosion and sediment control measures, protect Hawaiian seabirds and other endangered species, and follow stringent historical preservation protocols. The contractor is responsible for utility location, maintaining drainage system functionality, controlling dust and sediment, providing traffic control, and maintaining the project area for one year after final inspection. Liquidated damages of up to $27,500 per day per BMP requirement may be assessed for non-compliance with environmental and construction standards.

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FED. ROAD STATE FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSDIST. NO.

PROJ. NO.

FEDERAL AID

HAW. 2026 2 42KAUAI STP-0700(098)

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STANDARD PLANS SUMMARY

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NOTE:

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STANDARD PLANS APPLICABLE TO THIS

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PROJECT ARE INDICATED BY A " "

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NEXT TO THE STANDARD PLAN NO.

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SURVEY PLOTTED BY

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DRAWN BY

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QUANTITIES BY

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CHECKED BY

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ORIGINAL

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PLAN

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NOTE BOOK

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DATE

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DEPARTMENT OF TRANSPORTATION

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STATE OF HAWAII

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TRACED BY

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DESIGNED BY

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OF

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SHEETS

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HIGHWAYS DIVISION

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(FOR EXAMPLE: D-07 )

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%%UINTELLIGENT TRANSPORTATION SYSTEMS

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DATE

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TYPE B CATCH BASIN

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TYPE C CATCH BASIN

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CATCH BASIN SECTIONS

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TYPE D1 CATCH BASIN

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CATTLE GATE

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CHAIN LINK FENCE WITH TOPRAIL

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CHAIN LINK FENCE WITHOUT TOPRAIL

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WIRE FENCE WITH METAL POSTS

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TYPICAL DETAILS OF CURBS AND/OR GUTTERS

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TYPICAL DETAIL OF REINFORCED CONCRETE DROP DRIVEWAY

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CENTERLINE AND REFERENCE SURVEY MONUMENTS

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STREET SURVEY MONUMENT

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CONCRETE SIDEWALK

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P.C.C. BUS PAD

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P.C.C. BUS PAD

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P.C.C. PAVEMENT LAYOUT

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P.C.C. PAVEMENT W/ PERMEABLE BASE JOINT DETAILS

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P.C.C. PAVEMENT W/ PERMEABLE BASE JOINT DETAILS

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P.C.C. LONGITUDINAL JOINT DETAILS

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P.C.C. CONNECTION TO CURBS AND GUTTERS

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JOINTS

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TYPE A CATCH BASIN

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TYPE D CATCH BASIN

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TYPE A1 CATCH BASIN

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TYPE B2 CATCH BASIN

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TYPE C1 CATCH BASIN

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CATCH BASIN SECTION

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TYPE A,B, AND C STORM DRAIN MANHOLE

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TYPE D STORM DRAIN MANHOLE

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TYPICAL REINFORCING DETAILS FOR DRAINAGE STRUCTURES

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TYPICAL REINFORCING DETAILS FOR DRAINAGE STRUCTURES

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CATCH BASIN AND MANHOLE CASTINGS

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TYPE 1A-9 AND 1A-9P GRATED DROP INLET

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TYPE 2A-9 AND 2A-9P GRATED DROP INLET

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TYPE A-9 OR A-9P STEEL FRAMES

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TYPE A-9 AND A-9P STEEL GRATES

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TYPE 61614P AND 1211214P GRATED DROP INLET

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TYPE 61616P AND 1211216P GRATED DROP INLET

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TYPE 61214P GRATED DROP INLET

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PLAN NO.

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STANDARD

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TITLE

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BACKFILL DETAILS AT EARTH RETAINING STRUCTURES

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NOTES & MISCELLANEOUS DETAILS

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PRESTRESSED CONCRETE PILES & COMPRESSION SPLICE

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CAN DETAILS

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PILE INTERACTION DIAGRAM

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PRESTRESSED CONCRETE PILE BUILD-UP DETAILS

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PRESTRESSED CONCRETE PILES, PILE & COMPRESSION

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SPLICE CAN DETAILS & NOTES

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DATE

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TYPE 1211214, 1211214P, 1211216, 1211216P STEEL

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TYPE 61214 STEEL FRAMES AND GRATES

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TYPE 61214P STEEL GRATES

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TYPE 61614B STEEL FRAME AND GRATES

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CEMENT RUBBLE MASONRY STRUCTURES

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CONCRETE AND CEMENT RUBBLE MASONRY STRUCTURES

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INLET/OUTLET STRUCTURE

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TYPE 61614, 61614P, 61616, 61616P STEEL FRAME

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AND GRATES

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INLET/OUTLET STRUCTURE

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FLARED END SECTION FOR CULVERTS

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FLARED END SECTION FOR CULVERTS

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CONCRETE SPILLWAY INLET

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CAP COUPLING DETAILS STANDARD JOINT

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REINFORCED CONCRETE COLLAR & JACKET

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UNDERDRAIN CLEANOUT STEEL FRAME AND COVER

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UNDERDRAIN CONNECTION TO DRAINAGE STRUCTURE

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IRRIGATION NOTES

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TREE PLANTING

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TREE PLANTING

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TREE TRANSPLANTING

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PALM PLANTING

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SHRUB PLANTING

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LANDSCAPE DETAILS

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PLANTING NOTES

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REGULATORY SIGNS

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SIGN INSTALLATION

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WARNING SIGNS

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MISCELLANEOUS SIGNS

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CONSTRUCTION SIGNS

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INTERSTATE ROUTE MARKER

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ROUTE SIGN ASSEMBLIES

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STREET NAME SIGN ON MAST ARM

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MISCELLANEOUS REFLECTOR MARKERS

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OBJECT MARKERS

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MILE POSTS

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BIKE ROUTE SIGN & SUPPLEMENTARY PLATES

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STATE ROUTE MARKER AND BORDER DETAIL FOR

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GUIDE SIGNS

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CANTILEVER SIGN FRAME SECTION

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SPREAD FOOTING

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ANCHORAGE DETAILS

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ANCHORAGE DETAILS

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LUMINAIRE WALKWAY SUPPORT

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MISCELLANEOUS SIGN DETAILS

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SIGN BREAKAWAY MOUNTS

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LAMINATED ALUMINUM SIGN PANELS (OVERHEAD)

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LAMINATED ALUMINUM SIGN PANELS (GROUND MOUNTED)

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SOLID ALUMINUM EXTRUDED SIGN PANEL AND

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ACCESSORY DETAILS

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RAISED PAVEMENT MARKERS AND STRIPING

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ENTRANCE AND EXIT PAVEMENT MARKINGS

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PAVEMENT ARROWS AND SYMBOLS

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MISCELLANEOUS PAVEMENT MARKINGS

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PAVEMENT ALPHABETS, NUMBERS & SYMBOLS

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TYPE II TRAFFIC SIGNAL STANDARD

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TRAFFIC PULLBOX COVER AND DETAILS

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TE-38A.2

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TYPE I & II TRAFFIC SIGNAL SYSTEM MISC. DETAILS

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TYPE II TRAFFIC SIGNAL SYSTEM

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TE-33A.1

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TE-33A.2

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TYPE II TRAFFIC SIGNAL STANDARD

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LOOP DETECTOR DETAILS

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LOOP DETECTORS & DUCT DETAILS

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TRAFFIC SIGNAL DETAILS

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PULLBOX & COVER DETAILS

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TYPE "A" TRAFFIC PULLBOX

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TYPE "A" TRAFFIC PULLBOX REINFORCING

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TYPE "B" TRAFFIC PULLBOX

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TYPE "B" TRAFFIC PULLBOX REINFORCING

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TYPE "B" TRAFFIC PULLBOX FOUNDATION

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TYPE "C" TRAFFIC PULLBOX

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TYPE "C" TRAFFIC PULLBOX REINFORCING

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TYPE "C" TRAFFIC PULLBOX FOUNDATION

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TYPE III TRAFFIC SIGNAL STANDARD

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TE-38A.1

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TYPE III TRAFFIC SIGNAL STANDARD

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TYPE III TRAFFIC SIGNAL STANDARD

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TE-39

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METAL GUARDRAIL CONNECTION TO CONCRETE BARRIER

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TE-40

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CONCRETE BARRIER TRANSITION

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TE-40A

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CONCRETE BARRIER TRANSITION SECTIONS

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TE-41

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GUARDRAIL TYPE 4 (RIGID BARRIER)

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PORTABLE CONCRETE BARRIER

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PORTABLE CONCRETE BARRIER

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GUARDRAIL TYPE 4 MISCELLANEOUS DETAILS

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TE-46

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TE-47

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TE-45

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BARRICADES

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DELINEATION & PAVEMENT MARKINGS AT NARROW BRIDGES

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HIGHWAY LIGHT STANDARD

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FRAME AND GRATES

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%%UAT VARIOUS LOCATIONS, KAUAI

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%%UKAUAI, PART 1

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%%UGENERAL NOTES AND LEGEND

AutoCAD SHX Text GENERAL NOTES The scope of work for this project is for the 28 traffic-controlled intersections. Each location includes the construction of concrete base for the future HT traffic cabinet; trenching and installation of underground conduits for the connection of the future HT traffic cabinet to the power source, existing traffic system pull box, and to the fiber optics communication source; removal and restoration of existing structures affected; and hydromulch seeding. Installation of Type A Pullbox is required on 2 traffic-controlled intersections only. 1. The Contractor is reminded of the requirements of Subsection 105.16 The Contractor is reminded of the requirements of Subsection 105.16 -Subcontracts 2. The Contractor's attention is directed to the following Sections of the The Contractor's attention is directed to the following Sections of the Special Provisions: Subsection 107.06 - Contractor Duty Regarding Public Convenience; Subsection 104.11 - Utilities and Services; and Section 645 - Work Zone Traffic Control. 3. Any work specified in the contract but not listed separately in the Any work specified in the contract but not listed separately in the proposal schedule shall be considered incidental to various items and shall not be paid separately. 4. The contractor shall notify the Engineer in writing, through the The contractor shall notify the Engineer in writing, through the e-construction platform, two (2) weeks prior to starting of his operations. 5. At the end of each day's work, the Contractor shall remove all equipment At the end of each day's work, the Contractor shall remove all equipment and other obstruction to permit free passage of public traffic and pedestrians. 6. All lanes shall be open to traffic during peak hours from 6:30 a.m. to All lanes shall be open to traffic during peak hours from 6:30 a.m. to 8:30 a.m., during afternoon peak hours from 3:30 p.m. to 6:30 p.m., and during off work hours. Only one lane of highway shall be closed at any other time . Failure of the Contractor to open all lanes of traffic during the times specified above shall result in assessment of rental fees as specified in Section 108.09 - Rental Fees for Unauthorized Lane Closure or Occupancy. 7. All workers within the State right-of-way who are exposed to either vehicles All workers within the State right-of-way 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" is defined as people on foot whose duties place them with the State right-of-way, such as, but not limited to construction and maintenance forces, equipment operators, survey crews, utility crews, responders to incidents (e.g., EMT and firemen), and law enforcement personnel directing traffic, investigating accidents, handling lane closures and obstructed roadways. 8. No material or equipment shall be stockpiled or otherwise stored within the No material or equipment shall be stockpiled or otherwise stored within the highway right-of-way except at locations designated in writing and approved by the Engineer. Prior to start of work, the contractor shall obtain a permit to use the property with the highway right-of-way from the State Highways Division at telephone no. (808) 241-3000 or dot.hwyk.permits@hawaii.gov. 9. The existence and location of underground utilities, manholes, monuments and The existence and location of underground utilities, manholes, monuments and structures as shown on the plans are from the latest available data but the accuracy is not guaranteed. The encountering of other obstacles during the course of work is possible. The Contractor shall be held liable for any damages incurred to the existing facilities and/or improvements as a result of his operations. 10. Prior to construction, the contractor shall contact the various utility agencies for Prior to construction, the contractor shall contact the various utility agencies for location of existing utilities within the project limits. The Contractor shall locate and protect all existing utilities whether or not shown on the plans, Any cost incurred by damages to existing utilities will be borne by the Contractor. Contractor shall request from One-Call Center, Ph: 1-866-423-7287. The Contractor shall also call the County of Kauai, Department of Water, Ph: (808) 245-5400 and the Wastewater Division, Ph: (808) 241-6642 for toning waterlines and sewerlines respectively. The Contractor shall document this effort in the e-construction platform. 11. All works of toning, probing, hand digging and all other means of utility All works of toning, probing, hand digging and all other means of utility verifications shall not be paid for separately, but shall be considered incidental to the various contract items. 12. The Contractor shall provide for access to and from all existing driveways, The Contractor shall provide for access to and from all existing driveways, sidewalks and ADA access routes, and side streets and cross streets at all time. This work shall be considered incidental to the various contract items. 13. Existing drainage system will be functional at all times during construction. The Existing drainage system will be functional at all times during construction. The Contractor shall furnish materials, equipment, labor, and tools to maintain flow. This work shall be considered incidental to various contract items. 14. The Contractor, at his own expense, shall keep the project area and surrounding The Contractor, at his own expense, shall keep the project area and surrounding area free from dust nuisance. 15. Contractor shall exercise extreme caution to preserve all existing right-of-way, Contractor shall exercise extreme caution to preserve all existing right-of-way, centerline, as-built, construction, and NGS (horizontal and vertical in the NGS database) monuments located within the State of Hawaii right-of-way. If monuments are disturbed or destroyed, the Engineer shall be notified. Reconciliation to the Right-of-Way Baseline and/or boundary study and determination may be required prior to re-installation of the disturbed or destroyed monuments. The Engineer shall be contacted for guidelines and procedures prior to construction. A State of Hawaii Licensed Surveyor shall perform the location and staking of the reset monument. The DOT Standard Plans and Specifications, with the exception of NGS monuments which shall have a NGS approved "brass disk" NGS monuments which shall have a NGS approved "brass disk" marker, shall be referenced for the monument type and materials. Any NGS vertical monuments that are deemed necessary for relocation due to construction shall follow the NGS benchmark reset procedures written by shall follow the NGS benchmark reset procedures written by Curtis Smith dated September 2010 or newer. All work must be done by an electronic digital level that is acceptable by NGS for second-order class one or higher work. The surveyor must use two one-piece invar barcode rods with The surveyor must use two one-piece invar barcode rods with current certifications with struts with 15 lbs turning plate or turtles; and/or turning pin with driving cap and temperature readings. Contact NGS prior to any work to ensure all equipments meets reset specifications. A State of Hawaii work to ensure all equipments meets reset specifications. A State of Hawaii Licensed Surveyor shall perform the relocation. All work must be submitted both in electronic and hard copy formats to NGS and the Engineer. All monument work shall be considered incidental to this project, unless noted otherwise. 16. No sections where guardrail has been removed shall be left unattended at the end No sections where guardrail has been removed shall be left unattended at the end of each work day. Open sections shall be shielded by Portable Concrete Barrier unless otherwise approved by the Engineer. For Portable Concrete Barrier details, refer to Standard Plans TE-42 and TE-43. Furnishing, installing, and maintaining of these devices shall be considered incidental to the various contract items and will not be paid separately. 17. All saw cutting work and removal shall be considered incidental to various All saw cutting work and removal shall be considered incidental to various contract items and will not be paid separately. 18. The Contractor, at his own expense shall hydro-mulch and maintain per Section The Contractor, at his own expense shall hydro-mulch and maintain per Section 641 - Hydro-Mulch Seeding of the HDOT Standard Specification all areas disturbed by his operations. 19. The exact locations and limits or areas to be trenched/ excavated shall be The exact locations and limits or areas to be trenched/ excavated shall be determined in the field by the Engineer. 20. Bed course for the sidewalk restoration shall be considered incidental to Item Bed course for the sidewalk restoration shall be considered incidental to Item 634.0100 - Portland Cement Concrete Sidewalk and will not be paid separately. 21. All PVC connectors - coupling, long elbow, type LB/LL conduit body, end bell, etc. All PVC connectors - coupling, long elbow, type LB/LL conduit body, end bell, etc. shall be incidental to various PVC Pay Items and will not be paid separately. 22. Furnish and install pull boxes as indicate in the plans. Install pull boxes so that Furnish and install pull boxes as indicate in the plans. Install pull boxes so that covers are level with the curb or sidewalk grade, or 1 inch above existing ground. 23. Lay polyvinyl chloride (PVC) conduits carefully in trenches prepared to receive Lay polyvinyl chloride (PVC) conduits carefully in trenches prepared to receive conduits. Concrete encased PVC Schedule 40 under roadway areas. Use PVC Schedule 80 conduits, direct buried, in areas not exposed to traffic. Set conduits to encased in concrete structure or encased in concrete to required lines and grades. Support conduits rigidly in place by masonry material, manufactured conduits spacers, or other accepted means, so that conduit will not dislodge during concrete pouring and tamping. Place concrete encasement using hand shovels only. Cure concrete for at least 12 hours before backfilling and compacting.

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DEPARTMENT OF TRANSPORTATION

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STATE OF HAWAII

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HIGHWAYS DIVISION

AutoCAD SHX Text Date: June 2025

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%%UINTELLIGENT TRANSPORTATION SYSTEMS

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%%UKAUAI, PART 1

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%%UCOUNTY STANDARD NOTES

AutoCAD SHX Text STANDARD TRAFFIC NOTES FOR WORKS ON COUNTY STREETS 1. A permit shall be obtained from the County of Kauai, Department of Public A permit shall be obtained from the County of Kauai, Department of Public Works before work on any portion of a public street or highway may begin. Construction traffic control plans approved by the Department of Transportation services and/or the Department of Public Works must be provided when applying for a permit. 2. The Contractor shall provide, install, and maintain all neccesary signs and The Contractor shall provide, install, and maintain all neccesary signs and other protective facilities, which shall conform with the "Hawaii Administrative Rules governing the use of traffic control devices at work sites or adjacent to public streets and highways" adopted by the Department of Transportation, and the current US Federal Highways Administration's "Manual on Uniform Traffic Control Devices for Street and Highways, Part VI - Traffic Controls for Street and Highway Construction and Maintenance Operations". 3. Work on any County street area maybe performed only between the hours Work on any County street area maybe performed only between the hours or 8:30 am to 3:30 pm, Monday through Friday, unless otherwise permitted by the Department of Public Works. 4. During work hours, the Contractor shall provide for through traffic, During work hours, the Contractor shall provide for through traffic, during non-working hours, all trenches shall be covered with a safe non-skid bridging material and all lanes shall be open to traffic. The bridging material shall be anchored as required by the Inspector, and shall be welded and or anchored as required by the Inspector. 5. As required by the Department of Public Works, the Contractor shall As required by the Department of Public Works, the Contractor shall provide off-duty Police Officers to control the flow of traffic. 6. Where pedestrian walkways exist, they shall be maintained in passable conditions Where pedestrian walkways exist, they shall be maintained in passable conditions or other facilities for pedestrians shall be provided, passage between walkways at instersections shall likewise be provided. 7. Driveways shall be kept open unless the owners of the property using the Driveways shall be kept open unless the owners of the property using the right-of-way are otherwise provided for satisfactorily. 8. Contractor shall reference to the approval of the Department of Public Works, all Contractor shall reference to the approval of the Department of Public Works, all existing traffic signs, post and pavement markings prior to the comencement of construction. The Controll shall repair or replace all traffic signs, posts and pavement markings disturbed by his activities. 9. The Contractor shall notify the Department of Public Works one (1) week prior to The Contractor shall notify the Department of Public Works one (1) week prior to any work to be done on signs, posts, and pavement markers. 10. No material and/or equipment shall be stockpiled or otherwise stored No material and/or equipment shall be stockpiled or otherwise stored within the street right-of-way except at locations designated in writing and approved by the Department of Public Works. NOTES FOR CONSTRUCTION WITHIN THE COUNTY RIGHT-OF-WAY 11. All applicable construction work shall be done in accordance with the Standard All applicable construction work shall be done in accordance with the Standard Specifications for Public Works construction, dated September 1986, and Standard Details fr Public Works Construction, dated September 1984, as amended by the Department of Public Works, City and County of Honolulu, and the Counties of Kauai, Maui, and Hawaii. 12. The underground pipes, cables or ductlines known to exist by the Engineer from The underground pipes, cables or ductlines known to exist by the Engineer from his search of records are indicated on the plans. The Contractor shall verify these locations and depths of the facilities and exercise proper care in excavating in the area wherever connections of new facilties to existing utilities are shown on the plans. The Contractor shall expose the xisitng lines at the proposed connections to verify their loactions and depths prior to excavation for the new lines. 13. No Contrator shall perform any construction operation so as to cause falling No Contrator shall perform any construction operation so as to cause falling rocks, soil, or dbris in any form to fall, slide or flow into existing drainage system, or adjoining properties, streets or natural watercourses. Should such violations occur, the Contractor may be cited and the Contractor shall immediately make all remedial actions cecessary. 14. The Contractor shall be responsible for conformance with the applicable provisions The Contractor shall be responsible for conformance with the applicable provisions of the Water Quality and Water Pollution Control Standard contained in Hawaii Administrative Rules, Title 11, Chapter 54, "Water Quality Standards' and Title 11, Chapter 55, "Water Pollution Control", as well as Chapter 14 of thr Revised Ordinances of Honolulu 1990, as amended. Best management practices shall be employed at al times during constructions. 15. Pursuant to Chapet 6E, HRS, in the event any artifacts or human remains are Pursuant to Chapet 6E, HRS, in the event any artifacts or human remains are uncovered during construction operations, the Contractor shall imediately suspend work and notify the Kauai Police Department (241-1711) and the Stae Department of Land and Natural Resources - Histirc Preservation Division District (692-8015). 16. The Contractor shall provide and install all traffic control devices in conformance The Contractor shall provide and install all traffic control devices in conformance with the current edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways" ad as directed by the Department of Public Works. 17. The Contractor shall notify the Department of Public Works 48 hours before The Contractor shall notify the Department of Public Works 48 hours before commencement of any utility line work to schedule a field review and secure approval of the proposed utility line within the County Right-of-Way. 18. The proposed utility line location shall be laid out in the field prior to conducting The proposed utility line location shall be laid out in the field prior to conducting a field review by the Department of Public Works. 19. Field adjustment shall be made as directed y the Department of Public Works Field adjustment shall be made as directed y the Department of Public Works prior to the commencement of any utiltiy line work. 20. The Contractor shall provide at lease one (1) lane for traffic movement at all The Contractor shall provide at lease one (1) lane for traffic movement at all times, two (2) lanes for traffic movement shall be provided between the hours of 3:30 pm and 8:00 am. 21. The existing pavement or sidewalk shall be saw-cut before commencement of The existing pavement or sidewalk shall be saw-cut before commencement of trenching work. 22. Any pavement outside of the contract zone limits damaged as result of Any pavement outside of the contract zone limits damaged as result of construction operations shall be restored to its original condition, or better, as directed by the Department of Public Works. 23. A temporary cold mix patch shall be applied immediately upon completion A temporary cold mix patch shall be applied immediately upon completion backfilling operations and shall be maintained by the Contractor until a permanent patch is authorized by the Department of Public Works. . 24. No material, excepth for the trench excavated mareial, shall be stockpiled closer No material, excepth for the trench excavated mareial, shall be stockpiled closer than six (6) feet from the existing edge of pavement. 25. No construction equipment shall be parked within the road right-of-way in such a No construction equipment shall be parked within the road right-of-way in such a manner that the equipment will obstruct the normal movement and sght distance od the driving motoris, except during actual working hours. 26. Except during actual working hours, all signs that do not pertain to the Except during actual working hours, all signs that do not pertain to the construction activity, such as "Men Working" and "Flagman Ahead" shall be covered or laid down. However, all signs necessary for the safety of the public shall be maintained. 27. Any pavement markings, structures, and appurtenances (within or outside of the Any pavement markings, structures, and appurtenances (within or outside of the contract zone limit) damaged and or worn away under the permit shall be repainted or reconstructed as directed by the Department od Public Works. 28. NO trenching shall be left open for more than five (5) working days. NO trenching shall be left open for more than five (5) working days. 29. Should trenching occur through an existing sidewalk or should damagees occur to Should trenching occur through an existing sidewalk or should damagees occur to the sidewalk as a result of any construction work, the following procedures shall be utilized to repair the sidewlk a. All portland cement concrete to be removed shall first be cut with a concrete saw that has a diamond or carborandum abrassive wheel. athose cuts shall be made to a depth equal to at least of the depth of the slab, or enough as is 14 of the depth of the slab, or enough as is deemed necessary by the Department of Public Works, to permit breaking out the balance of the concrete without spalling off the exposed edges of the slab left in place. b. If any concrete block is touched, the whole block shall be removed and later replaced, unless a mirror variation is authorized by the DPW or its representative. c. Any damages to adjacent areas due to settlement or any oter effects whatsoever caused by the construction work shall be properly repaired and corrected. d. All other incidental work shall be satisfactorily performed to effect proper restoration of the sidewalk area. e. Should damage to a sidewalk, curb and or gutter occur at a location whre a curb ramp should exist, or to a driveway that does not meet the requirements of the Americans with Disabilities Act (ADA), repair work shall include the construction of a curb ramp, or reconstruction of the driveway such that the repair work complies with ADA and meets the approval of the DPW. 30. When work interferes with a sidewalk, the Contractor shall proved for the passage When work interferes with a sidewalk, the Contractor shall proved for the passage of pedestrians, including the disabled, around the or through the work area. 31. The Contractor shall maintain, to the satisfaction of the DPW, the area worked The Contractor shall maintain, to the satisfaction of the DPW, the area worked within the County right-of-way including any repairs to pavement and shoulder damaged as a result of the installation work, for a period of one (1) year from the date of final inspection. The Contractor shall undertake repairs expeditiously, whenever directed by the DPW during the maintenance period. 32. The Contractor shall hold a pre-construction meeting with the Construction Design The Contractor shall hold a pre-construction meeting with the Construction Design Section of the Department of Publis Works before commencing any work. 33. The Contractor shall be responsible for all overtime and /or night work payments The Contractor shall be responsible for all overtime and /or night work payments for County Staff and Inspection Personnel, including consultants when the contract requires overtime or night work to be performed, or directs the Contractor to work additional shifts or overtime for the County's convenience. 34. If system conditions require non-emergency nighttime work during the autumn If system conditions require non-emergency nighttime work during the autumn seabird fall season (September 15 through December 15) the use of lighting shall be restricted to be between 9:00 pm and 4:30 am. If lighting of the work area is required insuch situation, all lights shall be shielded (minimum light spill towards the sky) and directed downward to the maximum extent practicable minimum requirements for lighting by HIOSH and OSHA shall be provided and assured by the Contractor. The Contractor shall train all employees working at night (records retained by the Contractor) in how to handle any retrieved downed birds and shall have appropriate equipent as approved by Save or Seawaters (SOS) on site site to hold and transport any retrieved birds to SOS facility. This requirement does not allow lighting as may be restricted by other government agencies.

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DEPARTMENT OF TRANSPORTATION

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STATE OF HAWAII

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HIGHWAYS DIVISION

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%%UINTELLIGENT TRANSPORTATION SYSTEMS

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%%UKAUAI, PART 1

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%%UHISTORIC PRESERVATION AND

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STATE OF HAWAII

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%%UKAUAI, PART 1

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AutoCAD SHX Text If cultural materials such as artifacts, burials, concentrations of shell or charcoal be discovered during construction, all earth-moving activity within and around the immediate discovery area shall cease immediately and the find shall be protected from further damage. The Contractor shall immediately notify the Planning Department and the State Historic Preservation Division at (808) 241-3690, which will assess the significance of the find and recommend appropriate mitigation measures, if necessary.

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AutoCAD SHX Text If previously unidentified non-burial historic properties, or unanticipated effects are discovered, the Contractor shall follow the Hawaii Administrative Rules (HAR) Chapter 13-280 "Rules Governing General Procedures for Inadvertent Discoveries of Historic Properties During a Project Covered by the Historic Preservation Review Process".

AutoCAD SHX Text If human remains are discovered, HAR Title 13, Subtitle 13, Chapter 300 states that further disturbances and activities shall cease in any area or nearby area suspected to overlie remains and the State Historic Preservation Division and the Police Department will be contacted. The The appropriate process would then proceed in conformance with HAR Section 13-300, Subchapter 4, "Procedures for Proper Treatment of Burial Sites and Human Skeletal Remains".

AutoCAD SHX Text The Contractor shall incorporate the following measures to avoid and minimize project-related adverse effects to Hawaiian seabirds (Hawaiian petrel, Newell's shearwater and Hawaii DPS of the band- rumped storm-petrel): 1. Before beginning any work at the project site, the Contractor shall: a. Collect information regarding the protection of seabirds and Collect information regarding the protection of seabirds and seabird fallout. b. Submit to the Engineer for acceptance a protection of seabirds Submit to the Engineer for acceptance a protection of seabirds training plan including a detailed description of information and materials the Contractor intends to use in the training classes. The training plan shall be submitted to the Engineer for acceptance at least 15 days in advance of the class. If the Engineer rejects the training plan, the Contractor shall revise and promptly propose another training plan.

AutoCAD SHX Text A. The Contractor shall incorporate the following measures to avoid and minimize project-related adverse effects to the Hawaiian hoary bat: 1. There shall be no disturbance, removal, or trimming of woody plants greater than 15 feet (4.6 meters) tall during the Hawaiian Hoary bat birthing and pup rearing season (June 1 through September 15). 2. Barbed wire shall not be used for fencing.

AutoCAD SHX Text

10. If the downed seabird is alive, the Contractor shall: a. Pick up the seabird from behind as soon as possible using a clean Pick up the seabird from behind as soon as possible using a clean towel, t-shirt or cloth by gently wrapping it around its back and wings. b. Place the seabird in the cat kennel and immediately contact the SOS Place the seabird in the cat kennel and immediately contact the SOS Program Coordinator at 808-635-5117 for further instructions on where to deliver the seabird. c. Deliver the seabird to the location determined by the coordinator of Deliver the seabird to the location determined by the coordinator of the SOS program and as directed by the Engineer. d. Keep the seabird in a cool, quiet location and out of direct sunlight Keep the seabird in a cool, quiet location and out of direct sunlight with adequate ventilation. e. The Contractor and any personnel on-site shall not feed, provide The Contractor and any personnel on-site shall not feed, provide water, handle or release the seabird. 11.

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