Plans Revised per Addendum 2-KA2601 Plans Revised per Addendum 2.pdf

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Attached to
Kikiaola Small Boat Harbor Hurricane Lowell Marg. Wharf Repair
Solicitation number
B27000570
Issued by
Kauai County, Hawaii

About this file

This file comprises revised construction plans (Addendum 2, dated October 30, 2026) for the Kikiaola Small Boat Harbor Hurricane Lowell Marginal Wharf Repair project, prepared by the State of Hawaii Department of Land and Natural Resources Division of Boating and Ocean Recreation for Kauai County. The project involves complete demolition and removal of the existing wooden superstructure at the marginal wharf in Kekaha, Kauai, including fenders, cleats, hardware, and mounting brackets, followed by installation of marine-grade lumber with Chemonite ACZA pressure treatment, cast aluminum cleats (Schoellhorn-Albrecht S1224-15 or approved equivalent), and 316 stainless steel hardware and brackets. The scope further includes preparation of existing steel pipe piles to accommodate new mounting brackets, concrete ramp repair and patching, damaged concrete revetment cap repair (minimum 4-inch thickness), delaminated asphalt patching with minimum 2-inch State Mix V asphalt, installation of full-depth Department of Transportation Type 2 turbidity curtain around the project site, and proper disposal of all construction waste at the county landfill or appropriate facility. The contractor must coordinate staging and storage areas with the Kauai District Manager, maintain filter socks around staging areas, and ensure smooth riding transitions. The attachment of new superstructure to existing pipe piles is designated as a design-build effort, with contractors permitted to use the detailed specifications provided or submit alternative designs via submittals and shop drawings for engineer approval.

The plans include three sheets: a title sheet with location and vicinity maps, a demolition and best management practices plan, and a site plan with repair details. The project site is identified by Tax Map Key (4) 1-2-006:017 at Kikiaola Harbor. Based on the related contract opportunity summary, the estimated construction cost is $1 million with a mandatory 90-calendar-day completion requirement and liquidated damages of $100 per calendar day for delays. The contract includes five line items: mobilization/demobilization (not to exceed 10% of items 2-4), best management practices installation and maintenance, demolition and waste removal, marginal wharf repair, and a $100,000 allowance for engineer-directed additional work. Bidders must hold a State Class "A" General Engineering license, complete a mandatory pre-bid site visit, and submit bids electronically through HIePRO by October 30, 2026. The apparent low bidder must furnish performance and payment bonds at 100 percent of contract price, maintain $1 million per occurrence general liability insurance and $1 million combined single limit auto liability insurance, and comply with prevailing wage requirements. Price preferences are available for recycled products (10%) and bidders registered with the State Department of Labor and Industrial Relations for apprenticeable trades (5%).

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Text version

STATE OF HAWAII

DIVISION OF BOATING AND OCEAN RECREATION

SHEET NO. 1 OF 3 SHEETS

DEPARTMENT OF LAND AND NATURAL RESOURCES

KEKAHA, KAUAI, HAWAII

APPROVED: DATE:

MEGHAN L. STATTS

ADMINISTRATOR

DIVISION OF BOATING AND OCEAN RECREATION

DEPARTMENT OF LAND AND NATURAL RESOURCES

KIKIAOLA SMALL BOAT HARBOR

HURRICANE LOWELL MARGINAL WHARF REPAIR

DRAWING NO.

T-1

JOB NO. KA26-01

LOCATION MAP

(NOT TO SCALE)

VICINITY MAP

(NOT TO SCALE)

DRAWING INDEX

DRAWING

NO.

SHEET

NO. DESCRIPTION

T-1 1 TITLE SHEET

C-1 2 DEMOLITION AND BMP PLAN

C-2 3 SITE PLAN AND REPAIR DETAILS

TMK (4) 1-2-006:017

KIKIAOLA

HARBOR

BOAT RAMP

PROJECT SITE

MARGINAL WHARF

10/14/26

AutoCAD SHX Text N

AutoCAD SHX Text Kauai

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NOT TO SCALE

AutoCAD SHX Text

HANAMAULU

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KAPAA

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LIHUE

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HANAPEPE

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KAUMAKANI

AutoCAD SHX Text

WAIMEA

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PACIFIC MISSILE

AutoCAD SHX Text

KEKAHA

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KALAHEO

AutoCAD SHX Text

ANAHOLA

AutoCAD SHX Text

KILAUEA

AutoCAD SHX Text

HAENA

AutoCAD SHX Text N.A.S.A.

AutoCAD SHX Text S.T.D.N.

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STATION

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RANGE FACILITY

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BARKING SANDS

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JOB NO. KA26-01

KIKIAOLA SMALL BOAT HARBOR

HURRICANE LOWELL MARGINAL WHARF REPAIR

KEKAHA, KAUAI, HAWAII

DEMOLITION AND BMP PLAN

REVISED PER ADDENDUM NO. 2 DATED 10/30/26

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JOB NO. KA26-01 SHEET 2 OF 3 SHEETS

Finn McCall Callout ALLOWABLE CONTRACTOR STAGING AND STORAGE AREAS. COORDINATE LOCATION WITH KAUAI DISTRICT MANAGER. DO NOT BLOCK ANY ROADWAYS OR PARKING AREAS. SURROUND STAGING/STORAGE AREAS WITH FILTER SOCKS.

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Finn McCall Callout PREPARE CONC. RAMP AS NEEDED TO PROVIDE SMOOTH RIDING TRANSITION TO MARGINAL WHARF

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Finn McCall Callout REMOVE AND DISPOSE OF MARGINAL WHARF WOODEN SUPERSTRUCTURE INCL., FENDERS, CLEATS, HARDWARE, AND MOUNTING BRACKETS

Finn McCall Callout PREPARE STEEL PIPE PILES TO ACCOMMODATE NEW MOUNTING BRACKETS FOR DECK, FENDERS, ETC.

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DEMOLITION AND BMP PLAN

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PROVIDE FULL-DEPTH DOT TYPE 2 TURBIDITY CURTAIN AROUND PROJECT SITE

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NOTES:

1. ALL CONSTRUCTION WASTE SHALL BE HAULED AND PROPERLY DISPOSED AT THE NEAREST COUNTY LANFILL OR OTHER APPROPRIATE DISPOSAL FACILITY.

2. SEE SCOPE OF WORK AND SPECIFICATIONS FOR MORE DETAILS.

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Finn McCall Callout REMOVE AND DISPOSE DAMAGED CONCRETE REVETMENT CAP AND ADJACENT DELAMINATED ASPHALT

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JOB NO. KA26-01

KIKIAOLA SMALL BOAT HARBOR

HURRICANE LOWELL MARGINAL WHARF REPAIR

KEKAHA, KAUAI, HAWAII

SITE PLAN AND REPAIR DETAILS

REVISED PER ADDENDUM NO. 2 DATED 10/30/26

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JOB NO. KA26-01 SHEET 3 OF 3 SHEETS

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DO NOT PROVIDE TIRES

Finn McCall Callout PREPARE STEEL PIPE PILES TO ACCOMMODATE NEW MOUNTING BRACKETS FOR DECK, FENDERS, ETC.

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SITE PLAN AND REPAIR DETAILS

(NOT TO SCALE)

Finn McCall Callout NEW CLEATS SHALL BE CAST ALUMINUM, SCHOELLHORN-ALBRECHT NUMBER S1224-15 OR APPROVED EQUAL, SEE SCOPE OF WORK AND SPECIFICATIONS FOR DETIALS

Finn McCall Callout ALL STEEL ANGLES, BRACKETS, HARDWARE, LAG SCREWS, ETC. SHALL BE 316 STAINLESS STEEL, SEE SCOPE OF WORK AND SPECIFICATIONS FOR DETAILS

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Finn McCall Callout NEW LUMBER SHALL BE MARINE-GRADE WITH CHEMONITE ACZA PRESSURE TREATMENT OR APPROVED EQUAL

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DO NOT PROVIDE TIRES

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Finn McCall Callout REPAIR/PATCH CONC. RAMP AS NECESSARY TO PROVIDE SMOOTH RIDING TRANSITION TO MARGINAL WHARF

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Finn McCall Callout ALL STEEL ANGLES, BRACKETS, HARDWARE, LAG SCREWS, ETC. SHALL BE 316 STAINLESS STEEL, SEE SCOPE OF WORK AND SPECIFICATIONS FOR DETAILS

Finn McCall Callout REPAIR/REPLACE DAMAGED REVETMENT CONCRETE CAP MIN. 4" THICKNESS, NO REINFORCING REQUIRED

Finn McCall Callout REPAIR/PATCH DELAMINATED ASPHALT ADJACENT TO CONCRETE REVETMENT CAP, PROVIDE SMOOTH SURFACE TRANSISION, COMPACT EX. BASE COURSE AND PROVIDE MIN. 2" THICK STATE MIX V ASPHALT

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12' WIDE

Finn McCall Callout ATTACHMENT OF NEW SUPERSTRUCTURE TO EX. PIPE PILES SHALL BE A DESIGN-BUILD EFFORT. CONTRACTORS MAY USE THE DETAILS SHOWN HERE IF FEASIBLE, OTHERWISE CONTRACTOR SHALL DESIGN THEIR OWN ANGLES, BRACKETS, HARDWARE, ETC. TO PROPERLY ATTACH THE NEW SUPERSTRUCTURE TO THE EX. PIPE PILES. SUBMITTALS/SHOP DRAWINGS SHALL BE PROVIDED FOR APPROVAL BY THE ENGINEER.

Finn McCall Callout ATTACHMENT OF NEW SUPERSTRUCTURE TO EX. PIPE PILES SHALL BE A DESIGN-BUILD EFFORT. CONTRACTORS MAY USE THE DETAILS SHOWN HERE IF FEASIBLE, OTHERWISE CONTRACTOR SHALL DESIGN THEIR OWN ANGLES, BRACKETS, HARDWARE, ETC. TO PROPERLY ATTACH THE NEW SUPERSTRUCTURE TO THE EX. PIPE PILES. SUBMITTALS/SHOP DRAWINGS SHALL BE PROVIDED FOR APPROVAL BY THE ENGINEER.

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PROVIDE NEW CLEATS IN SAME LOCATION AS EXISTING CLEATS

Kikiaola SBH Marg Wharf Repair_T-1 title sheet (signed)
Sheets and Views
Model
Kikiaola SBH Hurricane Lowell Marginal Wharf Repair_Demo & BMP Plan
Kikiaola SBH Hurricane Lowell Marginal Wharf Repair_Site Plan & Repair Dtls

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