Hawaii Army National Guard B1788 Boiler Room Improvements

BID DOCUMENTS AND SPECIFICATIONS FOR
HAWAII ARMY NATIONAL GUARD B1788 BOILER ROOM
IMPROVEMENTS, KALAELOA, OAHU, STATE OF HAWAII,
DEPARTMENT OF DEFENSE, HAWAII ARMY NATIONAL GUARD,
JOB NO. CA-202610-C
ISSUED BY:
STATE OF HAWAII
DEPARTMENT OF DEFENSE
3949 DIAMOND HEAD ROAD,
HONOLULU, HAWAII 96816-4495
TELEPHONE: 808-369-3567
AUGUST 2026
i

Hawaii Army National Guard B1788 Boiler Room Improvements, Kalaeloa, Oahu, State of
Hawai'i, Department of Defense, Hawaii Army National Guard, CA-202610-C
TABLE OF CONTENTS
Content. Page No.
Notice to Bidders 1 - 2
Drawings 3 - 27
Special Notice to Bidders 28 - 36
Special Provisions for Construction Contracts 37 - 43
Attachments.
1. Offer Form 44 - 52
2. General Conditions 53 - 109
3. Additional General Conditions 110 - 112
4. Special Conditions 113 - 114

STATE OF HAWAI'I
DEPARTMENT OF DEFENSE
OFFICE OF THE ADJUTANT GENERAL
3949 DIAMOND HEAD ROAD
HONOLULU, HAWAI'I 96816-4495
NOTICE TO BIDDERS - CONSTRUCTION
COMPETITIVE SEALED BIDDING (IFB) for "HAWAII ARMY NATIONAL GUARD B1788 BOILER ROOM
IMPROVEMENTS, KALAELOA, OAHU, STATE OF HAWAII, DEPARTMENT OF DEFENSE, HAWAII
ARMY NATIONAL GUARD, JOB NO. CA-202610-C" will be issued and awarded by the Department
of Defense, Engineering Office via Hawai'i Electronic Procurement System (HIePRO). All bids shall
be submitted and uploaded through HIePRO prior to and no later than 2:00 P.M. HST on
Thursday, SEPTEMBER 10, 2026. The record of each Bidder and their respective proposal shall be
open to public inspection by request for copies of bids. Late bids will not be accepted after the due
date and time or received in any other form than electronically through HIePRO.
Proposed Scope of Work consists of, but not limited to: Removal and replacement of the domestic hot
water system serving multiple buildings, including a new air-source heat pump water heater, five hot
water storage tanks, a new water softener, and an expanded 12-panel solar hot water collector array with
associated piping, pumps, and controls; new electrical service (transformer, circuit breaker, feeders, and
branch circuits) to support the new mechanical equipment; and associated minor architectural and civil
work, including concrete equipment pad repair and extension, roof membrane flashing at new
penetrations, exterior painting, and a new sanitary sewer lateral.
The estimated cost is between $250,000 and $500,000.
A Site Visit/Pre-bid meeting will be held on TUESDAY, AUGUST 25, 2026 at 11:00 a.m. Park on the
road shoulder across the entrance gate. Contractors are to meet Major Randall Duldulao or Allied
Security Guard at the entrance gate. Please register through HIePRO or email Major Randall Duldulao
at randall.s.duldulao@hawaii.gov and Cc jesper.h.andersen@hawaii.gov before 1 0:00 pm on Friday
August 21, 2026, to register for the site visit. Provide your company information, attendees names, an
email and a contract number, if you are intending to register for the site visit. All interested bidders and
sub-contractors are welcome but not required to attend.
Bidders are advised that they should not wait until the last minute to submit their bid through HIePRO.
Bidders are solely responsible for ensuring that their electronic submission through HIePRO is complete
and all mandatory bid files are attached to their bid prior to the due date and time. The Engineering Office
shall not be responsible for any delay or failure of any Bidder to submit any materials updated through
the IFB process on a timely basis.
QUESTIONS AND REQUESTS FOR CLARIFICATION
Questions and Requests for Clarification regarding the Technical Specifications or any other aspect of
the IFB must be submitted via HIePRO by 10:00 p.m. Thursday, August 27, 2026. Responses are
scheduled to be posted on Friday, September 4, 2026. The Department of Defense, Engineering Office
shall not be required to answer Questions or Requests for Clarification not submitted via HIePRO or
received after the Questions and Requests for Clarification deadline.
Bidders are responsible for checking for any addenda for this project. The addenda will be posted on the
HIePRO listing and at the State Department of Defense website at http://dod.hawaii.gov/hieng/
All documents can be downloaded from HIePRO and at the State Department of Defense website at
http://dod.hawaii.gov/hieng/.
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REQUIREMENT FOR CONTRACTORS LICENSING CLASSIFICATIONS
Due to the nature of the work contemplated Bidder must possess a valid State of Hawai'i Contractor's
license in the appropriate classification, which includes a Licensed Plumber and C-37 Contractor.
General Engineering Contractors holding an 'A' license and General Building Contractors holding a 'B'
license are reminded that due to the Hawai'i Supreme Court's January 28, 2002 decision in Okada
Trucking Co., Ltd. v. Board of Water Supply, et al., 97 Haw. 450 (2002), they are prohibited from
undertaking any work, solely or as part of a larger project, which would require the General Contractor to
act as a specialty Contractor in any area in which the General Contractor has no license.
Bidders are solely responsible to review the project requirements, determine the appropriate licenses
required, and ensure that they possess and that the Subcontractor(s) listed in their OFFER FORM
possess the necessary specialty licenses to perform the work for this project.
PROJECT LABOR AGREEMENT
A Project Labor Agreement (PLA) will be required for any construction project in excess of one million
five hundred thousand dollars ($1,500,000).
The Contractor who is awarded the project shall be required to submit to the Department of Defense,
Engineering a complete, fully executed Agreement-To-Be-Bound within fourteen (14) calendar days of
project award, or as soon thereafter as is practicable as determined by the Department. The Contractor
must also obtain Letters of Assent from each subcontractor of whatever tier who may be employed on
the project and submit copies of such Letters to the Department of Defense, Engineering within fourteen
(14) calendar days of project award, or as soon thereafter as is practicable as determined by the
Department. The required form of the Contractor's Agreement To Be Bound and the subcontractors'
Letter of Assent may be found in the solicitation packet. Failure to timely submit any required Agreement-
To-Be-Bound or any required Letter of Assent shall be cause for the State in its sole discretion to rescind
the subject award and to award the project to: the responsive and responsible offerer with the next lowest
bid price for solicitations made under HRS 103D-302; or the next highest ranked offerer satisfying all
solicitation requirements for solicitations made under HRS 103D-303.
OFFER DEEMED FIRM/AUTHORITY TO SUBMIT OFFER
Submission of an electronic response to the State of Hawai'i constitutes and shall be deemed an offer to
sell the specified goods and/or services to the State of Hawai'i at the price shown in the response and
under the State's Terms and Conditions. The electronic response submitter certifies that he/she is
authorized to sign the response for the submitting vendor and that the response is made without
connection with any person, firm, or corporation making a response for the same goods and/or services
and is in all respects fair and without collusion or fraud.
CAMPAIGN CONTRIBUTIONS BY STATE AND COUNTY CONTRACTORS PROHIBITED
If awarded a contract in response to this solicitation, offeror agrees to comply with HRS 11-355, which
states that campaign contributions are prohibited from a State and County government contractor during
the term of the contract if the contractor is paid with funds appropriated by the legislative body between
the execution of the contract through the completion of the contract.
HAWAI'I PRODUCTS' PREFERENCE
In accordance with ACT 174, SLH 2022, effective June 27, 2022, Hawai'i Products Preference shall not
apply to solicitations for public works construction. Therefore, the Hawai'i Products Preference shall not
apply to this project.
Stephen F. Logan
Major General
Adjutant General
Posted on: August 17, 2026
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CONSULTANTS
ARCHITECT MASON
119 MERCHANT STREET, SUITE 501
HONOLULU, HI 96813
HAWAII ARMY NATIONAL GUARD
(808) 536-0556
CIVIL WAI'OLU GROUP LLC
615 PIIKOI STREET, SUITE 2003
HONOLULU, HI 96814
(808) 582-0478
B1788 BOILER ROOM IMPROVEMENTS
ELECTRICAL INSYNERGY ENGINEERING, INC
PLUMBING, 1001 BISHOP STREET, SUITE 2500
FIRE PROTECTION, HONOLULU, HAWAII 96813
MECHANICAL (808) 521-3773
PHOTOVOLTAIC
BID SET: ISSUE FOR CONSTRUCTION
SHEET INDEX
SHEET REF NO SHEET NO TITLE REV
GENERAL
KALAELOA, OAHU, HAWAI'I
1 001 PROJECT DATA, LOCATION MAP, SITE PLAN & GENERAL NOTES
CIVIL
2 C001 CONSTRUCTION NOTES
DEPARTMENT OF DEFENSE, STATE OF HAWAI'I
3 C002 ESCP NOTES
4 C101 UTILITY PLAN
5 C201 MISCELLANEOUS DETAILS
JOB NO. CA-202610-C
ARCHITECTURE
6 A-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES
7 A-002 SPECIFICATIONS
8 A-003 SPECIFICATIONS
9 A-101 FLOOR AND ROOF PLAN
10 A-501 DETAILS
PLUMBING
11 P-001 PLUMBING GENERAL NOTES AND LEGEND
LOCATION MAP VICINITY PLAN 12 P-002 PLUMBING SITE PLAN
13 P-101 PLUMBING PLAN - REMOVAL WORK
T 14 P-102 PLUMBING PLAN - NEW WORK
E
E 15 P-103 PLUMBING ROOF PLAN
R
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16 P-501 PLUMBING DETAILS
L
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17 P-601 PLUMBING SCHEDULES
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20 E-001 ELECTRICAL GENERAL NOTES AND SPECIFICATIONS
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B 1 7 G 21 E-002 BUILDING 1788 ELECTRICAL SYMBOL LIST & MOUNTING HEIGHT LIST
8
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22 E-003 ELECTRICAL SITE PLAN
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GENERAL NOTES PROJECT DATA C L E
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1. COMPLY WITH THE LATEST CITY, STATE, AND FEDERAL
DESCRIPTION : BOILER ROOM IMPROVEMENTS R
LAWS, BUILDING CODES, THEIR ADDITIONS, ADDENDA, AND E
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AMENDMENTS IN THE CONSTRUCTION OF THIS PROJECT.
LOCATION :
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2. REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION OF THIS N
PROJECT. TAX KEY MAP : 9-1-013-050 D I D
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LOT AREA : 5.93 ACRES L B
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3. USE DIMENSIONS NOTED ON DRAWINGS ONLY, DO NOT EXISTING B D G REV NO. SYM. DESCRIPTION SHT__ DATE APPROVED:
SCALE DIMENSIONS FROM THE DRAWINGS. BUILDING AREA : BLDG 1788 APPROX 2,457 SQ. FT. L OF___ DOD ADMINISTRATOR
B
DEPARTMENT OF DEFENSE
G
D G STATE OF HAWAII
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LICENSED
HAWAII ARMY NATIONAL GUARD
A
PROFESSIONAL
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ARCHITECT B1788 BOILER ROOM IMPROVEMENTS
A No. 4073
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A. KALAELOA, OAHU, HAWAII
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BUILDING 1788
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R This work was prepared by me or under
E E my supervision, and construction of this MASON JOB NO. DRAWING NO.
T project will be under my observation. 001
DESIGNED BY: CHECKED BY:
SECURITY DRAWN BY: APPROVED BY:
DATE SHEET
GUARD SHED 4/30/2028
SCALE: NTS
Signature Expiration Date of the License SCALE:
OF_____ 2____5______SHEETS
FILE______ DRAWER______ FOLDER______

CONSTRUCTION NOTES SEWER NOTES PUBLIC HEALTH SAFETY & CONVENIENCE NOTES ABBREVIATIONS:
@ AT L LENGTH
1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S "STANDARD 1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS REQUIRED
& AND LAT LATERAL
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1986 AND STANDARD DETAILS FORSPECIFICATIONS," SEPT. 1986, THE DEPARTMENT OF ENVIRONMENTAL SERVICES "WASTEWATER SYSTEMFOR THE PROTECTION OF THE PUBLIC HEALTH AND SAFETY AND ENVIRONMENTAL QUALITY.
AC ASPHALTIC CONCRETE LC LENGTH OF CURVE
PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AS AMENDED, OF THE DEPARTMENT OF PUBLIC WODREKSSI,GN STANDARDS," JULY 2017, AND "WASTEWATER SYSTEM STANDARD DETAILS," JULY 2017, CURRENT CITY
ADA AMERICANS WITH DISABILITIES ACTLF LINEAR FOOT
CITY AND COUNTY OF HONOLULU AND THE COUNTIES OF KAUAI, MAUI, AND HAWAII. PRACTICES AND REVISED ORDINANCES OF HONOLULU, 1990 AS AMENEDED. 2. THE CONTRACTOR AT THEIR OWN EXPENSE SHALL KEEP THE PROJECT AND ITS SURROUNDING AREAS FREE
ADAAG AMERICANS WITH DISABILITIES ACTLIN LINEAR
FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION CONTROL
ACCESSIBILITY GUIDELINES LB(S) POUND(S)
2. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS S2E.ARTHCEH UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS RESEASRTACNHDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
APPROX APPROXIMATE, APPROXIMATELY
OF RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND OF RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF
ASTM AMERICAN SOCIETY FOR TESTING MAX MAXIMUM
DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER THE FACILITIES, INCLUDING AND AFFECTING SEWER LINES, IN THE PRESENCE OF THE WASTEWATER 3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION ACTIVITY SO AS TO CAUSE FALLING ROCK, SOIL OR
MATERIALS MA MATCH
CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOIRNSPECTOR AND EXERCISE PROPER CARE IN EXCAVATING THE AREA. THE CONTRACTOR SHALL BE DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS OR NATURAL
MECH MECHANICAL
SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS ARNEDSPONSIBLE AND SHALL PAY FOR ALL DAMAGED UTILITIES. WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL
B, BOT BOTTOM MH MANHOLE
DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES. REMEDIAL ACTIONS NECESSARY.
BC BOTTOM OF CURB, BEGIN CURVE MISC MISCELLANEOUS
3. SEWER LATERALS SHALL BE CLEAR OF AND NOT CONFLICTING WITH ANY OTHER UTILITY. MINIMUM
BLDG BUILDING MIN MINIMUM
3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING ROCKS,H SOORILIZONTAL AND VERTICAL CLEARANCES SHALL BE STRICTLY OBSERVED AND FOLLOWED. 4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES,
OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING CITY DRAINAGE SYSTEMS, OR ADJOINING BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY
CL CENTERLINE N NORTH
PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE 4. SLOPE FOR SEWER LATERALS SHALL BE A MINIMUM OF 2.00%. PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC. THE CONTRACTOR SHALL
CB CATCH BASIN NTS NOT TO SCALE
CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL REMEDIAL ACTIONS APPLY FOR A CONSTRUCTION PERMIT WITH A NOISE POLLUTION CONTROL PLAN.
CCH CITY AND COUNTY OF HONOLULU NO NUMBER
NECESSARY. 5. BUILDING PLUMBING FACILITIES SHALL BE CONTROLLED BY SEWER LATERAL INVERTS.
CFS CUBIC FEET PER SECOND
CI CAST IRON O/S OFFSET
4. THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL BE RESPONSIBLE FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SEWER SERVICE TO ALL
CIP CAST IN PLACE OC ON CENTER
CONFORMANCE WITH APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPATFEFRECTED AREAS DURING CONSTRUCTION.
CL CLASS OD OUTSIDE DIAMETER
54, "WATER QUALITY STANDARDS," AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL", AS WELL AS
CLR CLEAR
CHAPTER 18A OF THE REVISED ORDINANCES OF HONOLULU, AS AMENDED. BEST MANAGEMENT PRA7C.TTICHEES CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING CONSTRUCTION. THE
CO CLEAN OUT PAV'T PAVEMENT
SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE STATE DEPARTMENT OF HEALTH AND UTILIZE APPROPRIATE SAMPLING AND
CONC CONCRETE PCC PORTLAND CEMENT CONCRETE
ANALYZING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUBLIC NOTIFICATIONS AND
CONN CONNECT, CONNECTION PL PROPERTY LINE, PLACE
THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL OBTAIN NATIONAL POLLUTANPTRESS RELEASES.
CONT CONTINUE, CONTINUOUS PP POWER POLE
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT COVERAGE(S) FOR THE FOLLOWING:
COTG CLEAN OUT TO GRADE PSI POUNDS PER SQUARE INCH
8. CONFINED SPACE
CY CUBIC YARD PSF POUNDS PER SQUARE FOOT
A. STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT DISTURB ONE (1)
PVC POLYVINYL CHLORIDE
ACRE OR MORE, AND FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT-REQUIRED CONFINED SPACE AS
D DRAIN
B. DISCHARGES OF HYDROTESTING EFFLUENT, DEWATERING EFFLUENT, AND WELL DRILLING EFFLUEDNETFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
DET DETAIL R RADIUS
TO STATE WATERS.
DIA DIAMETER REINF REINFORCEMENT
A. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL
DI DRAIN INLET, DUCTILE IRON REQ'D REQUIRED
IN ACCORDANCE WITH STATE LAW, ALL DISCHARGES RELATED TO PROJECT CONSTRUCTION OR PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE
DMH DRAIN MANHOLE REV REVISION/REVISED
OPERATIONS ARE REQUIRED TO COMPLY WITH STATE WATER QUALITY STANDARDS (HAWAII FOLLOWING:
DPP DEPARTMENT OF PLANNING & ROW RIGHT OF WAY
ADMINISTRATIVE RULES, CHAPTER 11-54). BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE OR
PERMITTING
PREVENT THE DISCHARGE OF SEDIMENT, DEBRIS, AND OTHER POLLUTANTS TO STATE WATERS. PERMIT a. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.
DPW DEPARTMENT OF PUBLIC WORKS S SOUTH, SLOPE, SEWER
COVERAGE IS AVAILABLE FROM THE DEPARTMENT OF HEALTH, CLEAN WATER BRANCH AT b. LIFELINE AND ASSOCIATED CLIPS.
DWG DRAWING SCH SCHEDULE
HTTP://HEALTH.HAWAII.GOV/CWB. THE OWNER/DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING c. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.
SD STORM DRAIN
OTHER FEDERAL, STATE, OR LOCAL AUTHORIZATIONS AS REQUIRED BY LAW. d. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT.
E EAST, EASTING SF SQUARE FOOT
e. EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION).
EA EACH SHT SHEET
5. CONFINED SPACE f. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE.
EJ EXPANSION JOINT SL SEWER LINE
g. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE,
ELEC ELECTRIC, ELECTRICAL SMH SEWER MANHOLE
FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT REQUIRED CONFINED SPACE AS CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A DISTANCE AT
ELEV, EL ELEVATION SPEC SPECIFICATION
DEFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: LEAST 20-FEET AWAY).
EP EDGE OF PAVEMENT SQ SQUARE
I. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL h. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR.
EQ EQUAL SS SANITARY SEWER
PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE
ESCP EROSION AND SEDIMENT SST STAINLESS STEEL
FOLLOWING: B. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS.
CONTROL PLAN ST STREET
a. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.
EW EACH WAY STA STATION
b. LIFELINE AND ASSOCIATED CLIPS. C. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).
EXIST, EX EXISTING STD STANDARD
c. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.
S SIDEWALK
d. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT. E. EMERGENCY (ESCAPE)9. WHEN CONNECTING TO A LIVE SEWER LINE, THE CONTRACTOR SHALL ABIDE BY ALL CONDITIONS THAT THE
FDC FIRE DEPARTMENT CONNECTION SY SQUARE YARD
RESPIRATOR (10 MINUTE DURATION). F. CELLULAR TELEPHONE TO CALL FOR EMERGENCY STATE DEPARTMENT OF HEALTH SETS FORTH TO MITIGATE ANY WASTEWATER SPILL THAT MAY OCCUR. THE
FFE FINISH FLOOR ELEVATION
ASSISTANCE. CONTRACTOR SHALL INFORM THE CITY INSPECTOR FIVE (5) WORKING DAYS PRIOR TO THE ACTUAL
FG FINISH GRADE T TOP
e. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CONNECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES AND PENALTIES DUE TO ANY
FH FIRE HYDRANT THK THICK
CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A DISTANCE AT LEAST SPILLS RESULTING FROM THE CONNECTION.
FL FIRE LINE TYP TYPICAL
20-FEET AWAY).
FT FOOT, FEET
f. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR. 10.THE CONTRACTOR SHALL MAINTAIN VISIBILITY AND MAINTENANCE ACCESS TO LIVE SEWER MANHOLE
VB VALVE BOX
LOCATIONS AT ALL TIMES, INCLUDING DURING NON-WORK HOURS AND PAVING OPERATIONS.
G GROUND VCP VITRIFIED CLAY PIPE
II. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS.
GALV GALVANIZED VERT VERTICAL
III. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).
GPM GALLONS PER MINUTE
GV GATE VALVE W WATER, WEST
6. PURSUANT TO CHAPTER 6E, HRS, IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED
W/ WITH
DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND
HORIZ HORIZONTAL WL WATERLINE
NOTIFY THE HONOLULU POLICE DEPARTMENT, THE STATE DEPARTMENT OF LAND AND NATURAL
HDPE HIGH-DENSITY POLYETHYLENE WMH WATER MANHOLE
RESOURCES-HISTORIC PRESERVATION DIVISION (692-8015). IN ADDITION, FOR NON-CITY PROJECTS, THE
WM WATER METER
CONTRACTOR SHALL INFORM THE CIVIL ENGINEERING BRANCH, DEPARTMENT OF PLANNING AND
ID INSIDE DIAMETER WQV WATER QUALITY VOLUME
PERMITTING (768-8084); AND FOR CITY PROJECTS, NOTIFY THE RESPONSIBLE CITY AGENCY.
INV INVERT WV WATER VALVE
WWF WELDED WIRE FABRIC
WWS WASTEWATER SYSTEM
SHT__ APPROVED:
REV NO. SYM. DESCRIPTION DATE
OF___ DOD ADMINISTRATOR
DEPARTMENT OF DEFENSE
STATE OF HAWAII
HAWHAAWII AARII MNYA TNIOATNIAOLN GALU AGRUDARD
BB11778888 BBOOIILLEERR RROOOOMM IIMMPPRROOVVEEMMEENNTTSS
KKAALLAAEELLOOAA,, OOAAHHUU,, HHAAWWAAIIII
BUILDING 1788
CONSTRUCTION NOTES
This work was prepared by me or under
my supervision, and construction of this MASON JOB NO. DRAWING NO.
C001
project will be under my observation.
DESIGNED BY: CHECKED BY:
DRAWN BY: APPROVED BY: DATE SHEET
4/30/2028 2
Signature Expiration Date of the License SCALE:
OF___ 2__5___SHEETS
FILE______ DRAWER______ FOLDER______

EROSION PREVENTION/ SEDIMENT CONTROL NOTES: GOOD HOUSEKEEPING BMPs:
1. THE CONTRACTO RSHALL FOLLOW THE GUIDELINES IN THE CITY AND COUNTY OF HONOLULU' S"RULES 1. STREET SWEEPING AND VACUUMING 13. CONCRETE WASTE MANAGEMENT
RELATING TO WATER QUALITY".
ALL POLLUTANT SDISCHARGED FROM CONSTRUCTIO NSITE TO OFF-SITE AREAS MUST BE SWEPT OR PREVENT OR REDUCE THE DISCHARGE OF POLLUTANT STO STORM WATER FROM CONCRETE WASTE BY
2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANT SSHALL BE IN PLACE BEFORE ANY VACUUMED EACH DAY BEFORE LEAVING THE JOB SITE. CONDUCTING WASHOUT OFFSITE OR PERFORMING ONSITE WASHOUT IN A DESIGNATED AREA
EARTHWORK IS INITIATED. CONSTRUCTE DAND MAINTAINED IN SUFFICIEN TQUANTITY AND SIZE TO CONTAIN ALL LIQUID AND
2. MATERIALS DELIVERY, STORAGE AND USE MANAGEMENT CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS P. LASTIC LINING MATERIAL CONTAINMENT
3. TEMPORARY STABILIZATION AREAS OR DEVICES SHOULD NOT BE LOCATED WHERE ACCIDENTA LRELEASE OF THE CONTAINED LIQUID
PREVENT ,REDUCE OR ELIMINATE THE DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY, CAN DISCHARGE TO WATER BODIES ,CHANNELS ,OR STORM DRAINS .WASHOUT FACILITIES MUST BE
TEMPORARY STABILIZATIO NIS REQUIRED ON DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHEN STORAGE AND USE TO THE STORM WATER SYSTEM OR WATERCOURSE SBY MINIMIZING THE STORAGE CLEANED ,OR NEW FACILITIES MUST BE CONSTRUCTE DAND READY FOR USE ONCE THE WASHOUT IS 75
THE DISTURBED AREA WILL NOT BE WORKED FOR 7 CONSECUTIV EDAYS OR MORE .TEMPORARY OF HAZARDOUS MATERIALS ONSITE , STORING MATERIALS IN A DESIGNATED AREA , INSTALLING PERCENT FULL .ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO
STABILIZATIO NMAY BE ACHIEVED USING SEED AND MULCHING FOR SLOPES LESS THAN 5% AND EITHER SECONDARY CONTAINMENT C.ONSTRUCTIO NMATERIALS W, ASTE ,TOXIC AND HAZARDOU SSUBSTANCES, HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF AS SOLID WASTES.
RIP-RAP OR SOD FOR SLOPES IN EXCESS OF 5%. STOCKPILE SAND OTHER SOURCES OF POLLUTION SHALL NOT BE STORED IN BUFFER AREAS ,NEAR
AREAS OF CONCENTRATE DFLOW ,OR AREAS ABUTTING THE MS4, RECEIVING WATERS ,OR DRAINAGE 14. CONTAMINATED SOIL MANAGEMENT
4. PERMANENT STABILIZATION IMPROVEMENT STHAT DISCHARGE OFF-SITE .PRIMARY AND SECONDARY CONTAINMEN TCONTROLS AND
COVERS SHALL BE IMPLEMENTED TO THE MEP. AT MINIMUM CONTAIN CONTAMINATE DMATERIAL SOIL BY SURROUNDIN GWITH IMPERMEABL ELINED
ALL DISTURBED AREAS SHALL BE PERMANENTL YSTABILIZED USING VEGETATIVE COVERING P, AVEMENT, BERMS OR COVER EXPOSED CONTAMINATE DMATERIAL WITH PLASTIC SHEETING .CONTAMINATE DSOIL
OR EQUIVALENT P, RIOR TO REMOVING EROSION AND SEDIMENT MEASURES .TRAPPED SEDIMENT AND 3. SPILL PREVENTION AND CONTROL. SHOULD BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.
AREAS OF DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF THE TEMPORARY MEASURES SHALL
BE IMMEDIATELY AND PERMANENTLY STABILIZED. CREATE AND IMPLEMENT SPILL PREVENTION AND RESPONSE PLANS TO ELIMINATE AND MINIMIZE THE 15. DUST CONTROL.
DISCHARGE OF POLLUTANT STO THE MS4 AND RECEIVING WATERS FROM LEAKS AND SPILLS BY
5. PRESERVE EXISTING VEGETATION. REDUCING THE CHANCE FOR SPILLS , ABSORBING ,CONTAINING AND CLEANING UP SPILLS AND DUST FROM A PROJECT SITE SHALL NOT BE TRANSPORTE DOR DISCHARGED TO OFF-SITE AREAS .THE
PROPERLY DISPOSING OF SPILL MATERIALS A. T A MINIMUM ,ALL PROJECTS SHALL CLEANUP ALL LEAKS WORK MUST BE IN CONFORMANC EWITH AIR POLLUTION CONTROL STANDARDS CONTAINED IN THE
CLEARLY MARK THE AREAS TO BE PRESERVED WITH FLAGS OR TEMPORARY FENCING .WHERE AND SPILLS IMMEDIATELY. HAWAI IADMINISTRATIV ERULES :TITLE 11 CHAPTER 60.1 "AIR POLLUTION CONTROL ."ALL ESCPS SHALL
TEMPORARY FENCING IS USED , FENCING MUST BE ADEQUATEL YSUPPORTED BY POSTS AND PROVIDE FOR THE CONTROL OF DUST.
MAINTAINED IN AN UPRIGHT POSITION. 4. HAZARDOUS MATERIALS
* MULCHING TO A DEPTH OF NO LESS THAN 1 INCH.
6. PERIMETER CONTROLS PREVENT OR REDUCE THE DISCHARGE OF POLLUTANT STO STORM WATER FROM HAZARDOU SWASTE * SPRINKLING EXPOSED SOILS WITH WATER TO MAINTAIN MOISTNESS AT A DEPTH OF 2-3 INCHES
THROUGH PROPER MATERIAL USE AND WASTE DISPOSAL IN THE EVENT THAT HAZARDOUS MATERIALS DURING WORKING HOURS AND NOT TO GENERATE ANY RUNOFF.
PERIMETER CONTROLS ARE REQUIRED DOWN SLOPE OF ALL DISTURBED AREAS . MAINTAIN ARE DISCHARGED TO THE MS4. THE PROPERTY OWNER OR ESCP COORDINATO RSHALL IMMEDIATELY * VERTICAL DUST BARRIERS NO LESS THAN 6 FEET IN HEIGHT ,CONSTRUCTE DOF MATERIALS CAPABLE
DOWNSTREAM VEGETATED BUFFER AREA. NOTIFY THE DEPARTMEN TOF FACILITY MAINTENANCE H, ONOLULU FIRE DEPARTMENT A, ND HONOLULU OF EFFECTIVELY PREVENTING THE SPREAD OF DUST PARTICLES.
POLICE DEPARTMEN TOF THE DISCHARGE BY TELEPHONE .A WRITTEN REPORT DESCRIBING THE
7. TRACKING CONTROL POLLUTANT STHAT WERE DISCHARGED T,HE REASONS FOR THE DISCHARGE A, ND THE MEASURES THAT 16. BMP AND SITE MAINTENANCE
HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENC EOF THE DISCHARGE SHALL BE
* MINIMIZE SEDIMENT TRACK-OU TONTO OFF-SITE STREETS ,OTHER PAVED AREAS ,AND SIDEWALKS SUBMITTED TO THE DIRECTOR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY PHONE. ALL ESCP BMPS SHALL BE MAINTAINED THROUGHOU TTHE DURATION OF THE PROJECT .ADDITIONAL
FROM VEHICLES EXITING THE CONSTRUCTIO NSITE BY RESTRICTING VEHICLE TRAFFIC TO PROPERLY BMPS SHALL BE IMPLEMENTE DAS NECCESARY TO ADDRESS EROSION AND SEDIMENT CONTROL AT THE
DESIGNATED AREAS AND USING ADDITIONA LCONTROLS TO REMOVE SEDIMENT FROM VEHICLE TIRES 5. NONHAZARDOUS MATERIALS PROJECT SITE.
PRIOR TO EXITING THE SITE.
IN THE EVENT THAT NON HAZARDOUS MATERIALS ARE DISCHARGED TO THE MS4, THE PROPERTY EROSION AND SEDIMENT CONTROL PLAN SCHEDULE AND RAIN RESPONSE PLAN:
* VEHICULAR PARKING AND MOVEMENT ON PROJECT SITES MUST BE CONFINED TO PAVED SURFACES OWNER OR ESCP COORDINATO RSHALL NOTIFY THE CITY DEPARTMEN TOF FACILITIES MAINTENANC EBY
OR PREDEFINED PARKING AREAS AND VEHICLE PATHS ,WHICH SHALL BE MARKED WITH FLAGS OR TELEPHONE NO LATER THAN THE NEXT BUSINESS DAY. A WRITTEN REPORT DESCRIBING THE PROJECT SEQUENCE:
BOUNDARY FENCING. POLLUTANT STHAT WERE DISCHARGED T,HE REASONS FOR THE DISCHARGE A, ND THE MEASURES THAT
HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENC EOF THE DISCHARGE SHALL BE 1. INSTALL PERIMETER CONTROLS ,CLEARING AND GRUBBING AS NECESSARY FOR THE INSTALLATIO NOF
* ALL POLLUTANT SAND MATERIALS THAT ARE DROPPED ,WASHED ,TRACKED ,SPILLED ,OR OTHERWISE SUBMITTED TO THE DIRECTOR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY PHONE. THESE BMPS.
DISCHARGED FROM A PROJECT SITE TO OFF-SITE STREETS ,OTHER PAVED AREAS ,SIDEWALKS OR
THE MS4 MUST BE CLEANED USING DRY METHODS SUCH AS SWEEPING OR VACUUMING. 6. VEHICLE AND EQUIPMENT CLEANING 2. CLEAR ,GRUB AND GRADE THE SITE. RELOCATE ,RECONSTRUC TAND MAINTAIN BMPS AS NEEDED TO
KEEP THEM EFFECTIVE AT ALL TIMES . INITIATE TEMPORARY STABILIZATIO NIMMEDIATEL YONCE
* WASHING POLLUTANT SAND MATERIALS THAT ARE DISCHARGED FROM THE PROJECT SITE TO THE ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANT STO STORM WATER FROM VEHICLE AND GRADING IS COMPLETED.
MS4 INTO DRAIN INLETS OR CATCH BASINS IS PROHIBITED UNLESS THE MATERIAL IS SEDIMENT AND EQUIPMEN TCLEANING OPERATION SBY USING OFF-SITE FACILITIES WHEN FEASIBLE ,WASHING IN
THE INLETS ARE DIRECTED TO A SEDIMENT BASIN OR SEDIMENT TRAP. DESIGNATED C, ONTAINED AREAS ONLY ,AND ELIMINATING DISCHARGE STO THE STORM DRAIN SYSTEM 3. PROCEED WITH CONSTRUCTIO NWITH LEAST POSSIBLE DISTURBANC EOF VEGETATIV EAREAS AND
BY EVAPORATING AND/OR TREATING WASH WATER ,AS APPROPRIAT EOR INFILTRATING WASH WATER TEMPORARY STRUCTURES.
8. BEST MANAGEMEN TPRACTICES (BMPS ) SHALL NOT BE REMOVED UNTIL FINAL STABILIZATIO NIS FOR EXTERIOR CLEANING ACTIVITIES THAT USE WATER ONLY.
COMPLETE FOR THAT PHASE. 4. PLANT PERMANENT GROUND COVER ACCORDING TO THE LANDSCAPING PLAN AS SOON AS POSSIBLE.
7. VEHICLE AND EQUIPMENT FUELING
9. REFER TO CITY AND COUNTY OF HONOLULU BEST MANAGEMEN TPRACTICES MANUAL - CONSTRUCTION, 5. REMOVE OR DISMANTLE TEMPORARY EROSION CONTROL STRUCTURE SAFTER FULL ESTABLISHMEN OTF
FOR MORE INFORMATION ON BMPS. PREVENT FUEL SPILLS AND LEAKS BY USING OFF-SITE FACILITIES F, UELING ONLY IN DESIGNATED AREAS, PERMANENT VEGETATIVE COVER.
ENCLOSING OR COVERING STORED FUEL ,AND IMPLEMENTIN GSPILL CONTROLS SUCH AS SECONDARY
CONTAINMENT AND ACTIVE MEASURES USING SPILL RESPONSE KITS. 6. PRACTICE GOOD HOUSEKEEPING MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.
8. VEHICLE AND EQUIPMENT MAINTENANCE 7. INSPECTIONS WILL BE PERFORMED MONTHLY.
ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANT STO STORM WATER FROM VEHICLE AND RAIN RESPONSE PLAN:
EQUIPMEN TMAINTENANC EOPERATION SBY USING OFF-SITE FACILITIES WHEN FEASIBLE ,PERFORMING
WORK IN DESIGNATED AREAS ONLY ,USING SPILL PADS UNDER VEHICLES AND EQUIPMENT C, HECKING 1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS ,TROPICAL STORM OR HURRICANE IS
FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP SPILLS IMMEDIATELY. IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS.
9. SOLID WASTE MANAGEMENT 2. TEMPORARY SUSPENSION OF ACTIVE GRADING.
PREVENT OR REDUCE DISCHARGE OF POLLUTANT STO THE LAND ,GROUNDWATER A, ND IN STORM 3. INSPECT ALL PERIMETER CONTROLS AND MAINTAIN AS NEEDED .REINSTAL LANY PERIMETER CONTROLS
WATER FROM SOLID WASTE OR CONSTRUCTIO NAND DEMOLITION WASTE BY PROVIDING DESIGNATED THAT WERE REMOVED DUE TO ACTIVE WORK IN THE AREA.
WASTE COLLECTION AREAS ,COLLECT SITE TRASH DAILY ,AND ENSURING THAT CONSTRUCTIO NWASTE
IS COLLECTED, REMOVED, AND DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS. 4. COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID CONTAINER STO AVOID CONTACT WITH
RAINWATER.
10. SANITARY/SEPTIC WASTE MANAGEMENT
5. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTIO NVEHICLES TO PREVENT RUNOFF
TEMPORARY AND PORTABLE SANITARY AND SEPTIC WASTE SYSTEMS SHALL BE MOUNTED OR STAKED FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS .PROPERLY DISPOSE OF ANY ACCUMULATED
IN, WELL-MAINTAINE DAND SCHEDULED FOR REGULAR WASTE DISPOSAL AND SERVICING .SOURCES OF OILY WATER AFTER THE RAIN EVENT.
SANITARY AND/OR SEPTIC WASTE SHALL NOT BE STORED NEAR THE MS4 OR RECEIVING WATERS.
6. RE-INSPEC TAFTER THE APPROACHING HEAVY RAINS ,TROPICAL STORM OR HURRICANE AND REPLACE
11. STOCKPILE MANAGEMENT OR MAINTAIN BMPS AS NEEDED.
STOCKPILE SSHALL NOT BE LOCATED IN DRAINAGE WAYS , WITHIN 50 FEET FROM AREAS OF
CONCENTRATE DFLOWS ,AND ARE NOT ALLOWED IN THE CITY RIGHT-OF-WAY S.EDIMENT BARRIERS OR
SILT FENCES SHALL BE USED AROUND THE BASE OF ALL STOCKPILES S. TOCKPILE SSHALL NOT EXCEED
15 FEET IN HEIGHT .STOCKPILES GREATER THAN 15 FEET IN HEIGHT SHALL REQUIRE 8 FOOT WIDE
BENCHING IN ACCORDANC EWITH ROH CHAPTER 18A, ARTICLE 3. STOCKPILES MUST BE COVERED WITH
PLASTIC SHEETING OR A COMPARABLE MATERIAL IF THEY WILL NOT BE ACTIVELY USED WITHIN 7 DAYS. SHT__ APPROVED:
REV NO. SYM. DESCRIPTION DATE
OF___ DOD ADMINISTRATOR
12. LIQUID WASTE MANAGEMENT
DEPARTMENT OF DEFENSE
STATE OF HAWAII
LIQUID WASTE SHALL BE CONTAINED IN A CONTROLLED AREA SUCH AS A HOLDING PIT, SEDIMENT BASIN ,
ROLL-OFF BIN, OR PORTABLE TANK OF SUFFICIEN TVOLUME AND TO CONTAIN THE LIQUID WASTES
GENERATED C. ONTAINMEN TAREAS OR DEVICES MUST BE IMPERMEABL EAND LEAK FREE AND SHOULD HAWHHAAAWWII AAARIIII MNNYAA TTNIIOOATNNIAAOLLN GGALUU AAGRRUDDARD
NOT BE LOCATED WHERE ACCIDENTA LRELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER BBB111777888888 BBBOOOIIILLLEEERRR RRROOOOOOMMM IIIMMMPPPRRROOOVVVEEEMMMEEENNNTTTSSS
BODIES, CHANNELS, OR STORM DRAINS.
KKKAAALLLAAAEEELLLOOOAAA,,, OOOAAAHHHUUU,,, HHHAAAWWWAAAIIIIII
BUILDING 1788
ESCP NOTES
This work was prepared by me or under
my supervision, and construction of this MASON JOB NO. DRAWING NO.
C002
project will be under my observation.
DESIGNED BY: CHECKED BY:
DRAWN BY: APPROVED BY: DATE SHEET
4/30/2028 3
Signature Expiration Date of the License SCALE:
OF___ 2__5___SHEETS
FILE______ DRAWER______ FOLDER______