FINAL PLANS P10904.pdf

PDF 8 MB Posted Oct 8, 2026

Attached to: P10904 Domestic & Fire Waterline Systems Replacement Pier 51A
Solicitation number: B27000533
Issued by: Honolulu County, Hawaii

About this file

Written by GovTribe AI · Oct 12, 2026

This is a Final Plans document (Sheet C-5: Demolition Plan) prepared by R.M. Towill Corporation for the State of Hawaii Department of Transportation, Harbors Division, detailing the Domestic and Fire Waterline System Replacement project at Pier 51A, Honolulu Harbor, Oahu. The project involves the demolition and removal of the existing water system infrastructure at Pier 51A, with construction phasing designed to maintain "live" water service at all times except at designated tie-in points. Water line downtime is limited to a maximum of 8 hours, with any extended shutdowns requiring written engineer approval. The demolition plan includes removal of existing waterlines of various sizes (W6, W8, W16, and W1-1/2 inches), existing fire hydrants, and flush-mounted fire hydrants. The plan is drawn to a scale of 1 inch equals 60 feet and references benchmark station "20" at coordinates 1,678,773.88 N, 53,085.67 E with an elevation of 12.16 feet. The document is dated March 2026 with a license expiration date of April 30, 2026, and was prepared by design team members WM, CL, JS, and MB under the supervision of licensed Professional Engineer No. 13234-C.

The demolition plan includes detailed site notation of existing utilities and infrastructure elements including multiple monitoring wells, water valve vaults, water meter heads, drain inlets, sanitary and storm drain manholes, electrical boxes, floodlights with ground posts, containers, guard shacks, gates, guardrails, speed bumps, and various structures located throughout the pier area. The plan indicates specific demolition actions such as "cut and plug" operations for existing waterlines and removal of fire hydrants (both standard and flush-mounted types). The project is part of a comprehensive waterline system replacement initiative requiring coordination with existing port operations and multiple utility systems throughout the harbor facility.

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05/19/2026 https://stateofhawaii.na1.adobesign.com/verifier?tx=CBJCHBCAABAAqMz5rc4CmQJDLkA5ViwIf6vq7lw4gRIN

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STOP

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AutoCAD SHX Text D

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FH450

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FH5841

AutoCAD SHX Text Metal Cover

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EB(2)

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AutoCAD SHX Text Sign Warning: Buried Traffic Signal Lines

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EMH

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ACU(2)

AutoCAD SHX Text Riser

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UB(2)

AutoCAD SHX Text CRM Wall/Edge of Water

AutoCAD SHX Text 15" Pipe

AutoCAD SHX Text D30 T=2.75

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EMH(2)

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GP(6)

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GP(3)

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EMH

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ELEC

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AutoCAD SHX Text DMH(As-Built)

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FM24

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FM24

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LIQUID BULK

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LIQUID BULK

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LIQUID BULK

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LIQUID BULK

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TELCOM

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TELCOM

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TELCOM

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ELEC

AutoCAD SHX Text Sta."38" 1,679,076.93 N 52,796.25 E Elev.=10.19 Mag Nail

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TC=10.49 BC=9.99

AutoCAD SHX Text W6

AutoCAD SHX Text W8

AutoCAD SHX Text W16

AutoCAD SHX Text W1-1/2"

AutoCAD SHX Text W16

AutoCAD SHX Text W8

AutoCAD SHX Text W6

AutoCAD SHX Text W8

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AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text D

AutoCAD SHX Text

%%UDEMOLITION PLAN

AutoCAD SHX Text

SCALE: 1"=60'

AutoCAD SHX Text

%%UGRAPHIC SCALE:

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HONOLULU HARBOR

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

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DEMOLITION PLAN

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SAND ISLAND ACCESS ROAD (STATE)

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%%UPIER 51A

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HARBORS DIVISION

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STATE OF HAWAII

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DEPARTMENT OF TRANSPORTATION

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JOB NUMBER

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R.M. TOWILL CORPORATION

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ARCHITECTS, SURVEYORS AND LANDSCAPE ARCHITECTS."

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CONSTRUCTION" IS DEFINED IN CHAPTER 16-115, HAWAII

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ADMINISTRATIVE RULES, ENTITLED "PROFESSIONAL ENGINEERS,

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WILL BE UNDER MY OBSERVATION. "OBSERVATION OF

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THIS WORK WAS PREPARED BY ME OR UNDER MY

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SUPERVISION AND CONSTRUCTION OF THIS PROJECT

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AS SHOWN

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DATE

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REVISION

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SCALE:

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DATE:

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CHECKED BY:

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DRAWN BY:

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APPROVED

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SHTS.

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SHEET

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LICENSE EXPIRATION DATE

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APRIL 30, 2026

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MARCH 2026

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WM, CL, JS, MB

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WM, CL, JS, MB

AutoCAD SHX Text DOMESTIC AND FIRE WATERLINE SYSTEM REPLACEMENT AT PIER 51A HONOLULU HARBOR, OAHU, HAWAII

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LICENSED

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PROFESSIONAL

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AutoCAD SHX Text No. 13234-C

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ENGINEER

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TRUE NORTH

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%%ULEGEND

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EXISTING WATERLINE & SIZE

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EXISTING FIRE HYDRANT

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EXISTING FLUSH MOUNTED FIRE HYDRANT

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%%UNOTES:

AutoCAD SHX Text THE CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PHASE CONSTRUCTION TO ENSURE THE EXISTING WATER SYSTEM IS "LIVE" AT ALL TIMES (WITH EXCEPTION TO TIE-IN POINTS). WATER LINE "DOWN TIMES" SHALL BE LIMTIED TO 8-HOURS MAX. ANY DOWN TIMES LONGER THAN 8-HOURS SHALL REQUIRE THE ENGINEERS WRITTEN APPROVAL.

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1. 2. 3.

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CUT & PLUG E/W6

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EXISTING WATERLINE TO BE DEMOLISHED AND REMOVED

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BENCHMARK STA. "20" 1,678,773.88 N 53,085.67 E ELEV.=12.16 MAG. NAIL

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ADDITIVE ITEM NO. 1 DEMOLISH AND REMOVE EXISTING W1-1/2"

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CUT & PLUG

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DEMOLISH AND REMOVE EXIST. FH (TYP.)

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DEMOLISH AND REMOVE EXIST. FLUSH MOUNTED FH (TYP.)

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DEMOLISH AND REMOVE EXIST. WATER LINES (TYP.)

STOP

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T-1 Title Sheet

C-1 Index and Construction Notes - 1

C-2 Construction Notes - 2

C-3 Construction Notes - 3

C-4 Existing Conditions Plan

C-5 Demolition Plan

C-6 General Plan

C-7 General ESCP Plan

C-8 Water Line Plan - 1

C-9 Water Line Plan - 2

C-10 Water Line Plan - 3

C-11 Water Line Plan - 4

C-12 Water Line Profiles - 1

C-13 Water Line Profiles - 2

C-14 Water Line Profiles - 3

C-15 Water Line Profiles - 4

C-16 Water Line Profiles - 5

C-17 Water Lateral Profiles

C-18 Miscellaneous Details - 1

C-19 Miscellaneous Details - 2

C-20 Miscellaneous Details - 3

C-21 Miscellaneous Details - 4

	2026-05-19T23:17:46+0000
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File details come from the government source that posted it. Updated Oct 12, 2026.