0. CA-202610-C.pdf

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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

Hawaii Army National Guard B1788 Boiler Room Improvements, Kalaeloa, Oʻahu, 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 10:00 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/.

mailto:randall.s.duldulao@hawaii.gov mailto:jesper.h.andersen@hawaii.gov http://dod.hawaii.gov/hieng/ http://dod.hawaii.gov/hieng/

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

ISLAND OF OAHU

PROJECT

LOCATION

S H A N G R I L A S T R E E T

SECURITY

GUARD SHED

B U

I L D

I N

G

B U

I L D

I N

G

(N I

C)

BL

DG

FE

NC

E

LI

NE

CU

RB

B U

I L D

I N

G

BL

DG

BL

DG

BLDG1785

BLDG 1788

FENCELINE

B E L L E A U W O O D S

P A

R K

I N G

P A

R K

I N G

B U

N K

E R

H I

L L

S T

R E

E T

E N

T E

R P

R I S

E

S T

R E

E T

AREA OF WORK

VICINITY PLAN

PROJECT DATA

LOCATION MAP

SCALE: NTS

DESCRIPTION : BOILER ROOM IMPROVEMENTS

LOCATION : 91-1152 ENTERPRISE AVE

KAPOLEI, HI 96707

TAX KEY MAP : 9-1-013-050

LOT AREA : 5.93 ACRES

EXISTING

BUILDING AREA : BLDG 1788 APPROX 2,457 SQ. FT.

GENERAL NOTES

1.

2.

3.

REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION OF THIS

PROJECT.

COMPLY WITH THE LATEST CITY, STATE, AND FEDERAL

LAWS, BUILDING CODES, THEIR ADDITIONS, ADDENDA, AND

AMENDMENTS IN THE CONSTRUCTION OF THIS PROJECT.

USE DIMENSIONS NOTED ON DRAWINGS ONLY, DO NOT

SCALE DIMENSIONS FROM THE DRAWINGS.

KALAELOA, OAHU, HAWAI'I

DEPARTMENT OF DEFENSE, STATE OF HAWAI'I

JOB NO. CA-202610-C

HAWAII ARMY NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

BID SET: ISSUE FOR CONSTRUCTION

CONSULTANTS

MASON

119 MERCHANT STREET, SUITE 501

HONOLULU, HI 96813

(808) 536-0556

WAI'OLU GROUP LLC

615 PIIKOI STREET, SUITE 2003

HONOLULU, HI 96814

(808) 582-0478

INSYNERGY ENGINEERING, INC

1001 BISHOP STREET, SUITE 2500

HONOLULU, HAWAII 96813

(808) 521-3773

ARCHITECT

CIVIL

ELECTRICAL

PLUMBING,

FIRE PROTECTION,

MECHANICAL

PHOTOVOLTAIC

SHEET REF NO SHEET NO TITLE REV

GENERAL

1 001 PROJECT DATA, LOCATION MAP, SITE PLAN & GENERAL NOTES

ARCHITECTURE

A-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES

SPECIFICATIONS

A-101 FLOOR AND ROOF PLAN

A-50110

P-001 PLUMBING GENERAL NOTES AND LEGEND

P-101 PLUMBING PLAN - REMOVAL WORK

PLUMBING PLAN - NEW WORK

P-103 PLUMBING ROOF PLAN

PLUMBING DETAILSP-501

P-002 PLUMBING SITE PLAN

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND SPECIFICATIONS

E-002 BUILDING 1788 ELECTRICAL SYMBOL LIST & MOUNTING HEIGHT LIST

ED001 ELECTRICAL DEMOLITION PLAN

E-101 ELECTRICAL FLOOR PLAN

E-601 ELECTRICAL ONELINE DIAGRAMS

P-102

PLUMBING SCHEDULESP-601

HOT WATER SCHEMATICP-701

HOT WATER PIPING ISOMETRICP-901

A-002

A-003 SPECIFICATIONS

DETAILS

PLUMBING

DEPARTMENT OF DEFENSE

STATE OF HAWAII

REV NO. SYM. DESCRIPTION DATE

OF___

SHT__

DOD ADMINISTRATOR

APPROVED:

DRAWING NO.JOB NO.

SHEETDATE

OF________SHEETS

CHECKED BY:DESIGNED BY:

APPROVED BY:DRAWN BY:

SCALE:

FILE______ DRAWER______ FOLDER______

MASON

This work was prepared by me or under my supervision, and construction of this project will be under my observation.

No. 4073

W

N

ARCHITECT

PROFESSIONAL

LICENSED

AH

NELG

A.

,IIA S.

U.

NO

ME. AS

BUILDING 1788

Signature Expiration Date of the License 4/30/2028

PROJECT SCOPE

THE PROJECT FOCUSES ON HOT WATER UPGRADES: REMOVAL AND

REPLACEMENT OF HOT WATER TANKS, STORAGE TANKS, PIPING AND A SOLAR

HOT WATER SYSTEM AND ELECTRICAL WORK.

SHEET INDEX

E-003 ELECTRICAL SITE PLAN

CIVIL

C001 CONSTRUCTION NOTES

ESCP NOTES

C201 MISCELLANEOUS DETAILS

C002

C101 UTILITY PLAN

_______ 25

KALAELOA, OAHU, HAWAII

HAWAII ARMY NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

CONSTRUCTION NOTES

1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1986 AND STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AS AMENDED, OF THE DEPARTMENT OF PUBLIC WORKS, CITY AND COUNTY OF HONOLULU AND THE COUNTIES OF KAUAI, MAUI, AND HAWAII.

2. 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 THE LOCATIONS AND DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS AND

DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING CITY DRAINAGE SYSTEMS, 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

NECESSARY.

4. THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL BE RESPONSIBLE FOR CONFORMANCE WITH APPLICABLE PROVISIONS OF THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS," AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL", AS WELL AS CHAPTER 18A OF THE REVISED ORDINANCES OF HONOLULU, AS AMENDED. BEST MANAGEMENT PRACTICES

SHALL BE EMPLOYED AT ALL TIMES DURING CONSTRUCTION.

THE GENERAL CONTRACTOR/DEVELOPER/OWNER OF THE PROJECT SHALL OBTAIN NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT COVERAGE(S) FOR THE FOLLOWING:

A. STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THAT DISTURB ONE (1)

ACRE OR MORE, AND

B. DISCHARGES OF HYDROTESTING EFFLUENT, DEWATERING EFFLUENT, AND WELL DRILLING EFFLUENT

TO STATE WATERS.

IN ACCORDANCE WITH STATE LAW, ALL DISCHARGES RELATED TO PROJECT CONSTRUCTION OR

OPERATIONS ARE REQUIRED TO COMPLY WITH STATE WATER QUALITY STANDARDS (HAWAII

ADMINISTRATIVE RULES, CHAPTER 11-54). BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE OR PREVENT THE DISCHARGE OF SEDIMENT, DEBRIS, AND OTHER POLLUTANTS TO STATE WATERS. PERMIT

COVERAGE IS AVAILABLE FROM THE DEPARTMENT OF HEALTH, CLEAN WATER BRANCH AT

HTTP://HEALTH.HAWAII.GOV/CWB. THE OWNER/DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR OBTAINING

OTHER FEDERAL, STATE, OR LOCAL AUTHORIZATIONS AS REQUIRED BY LAW.

5. CONFINED SPACE

FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT REQUIRED CONFINED SPACE AS DEFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:

I. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE

FOLLOWING:

a. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.

b. LIFELINE AND ASSOCIATED CLIPS.

c. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.

d. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT. E. EMERGENCY (ESCAPE)

RESPIRATOR (10 MINUTE DURATION). F. CELLULAR TELEPHONE TO CALL FOR EMERGENCY

ASSISTANCE.

e. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A DISTANCE AT LEAST

20-FEET AWAY).

f. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR.

II. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS.

III. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).

6. PURSUANT TO CHAPTER 6E, HRS, IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND

NOTIFY THE HONOLULU POLICE DEPARTMENT, THE STATE DEPARTMENT OF LAND AND NATURAL

RESOURCES-HISTORIC PRESERVATION DIVISION (692-8015). IN ADDITION, FOR NON-CITY PROJECTS, THE

CONTRACTOR SHALL INFORM THE CIVIL ENGINEERING BRANCH, DEPARTMENT OF PLANNING AND

PERMITTING (768-8084); AND FOR CITY PROJECTS, NOTIFY THE RESPONSIBLE CITY AGENCY.

MAXIMUM

MECHANICAL

MANHOLE

MISCELLANEOUS

MINIMUM

NORTH

NOT TO SCALE

NUMBER

ON CENTER

OUTSIDE DIAMETER

OFFSET

PORTLAND CEMENT CONCRETE

PAVEMENT

POUNDS PER SQUARE FOOT

PROPERTY LINE, PLACE

POLYVINYL CHLORIDE

POWER POLE

POUNDS PER SQUARE INCH

RADIUS

REQUIRED

REINFORCEMENT

REVISION/REVISED

RIGHT OF WAY

SOUTH, SLOPE, SEWER

SCHEDULE

SQUARE FOOT

SHEET

SEWER LINE

SEWER MANHOLE

SPECIFICATION

SQUARE

STAINLESS STEEL

STREET

STATION

STANDARD

SQUARE YARD

TOP

THICK

TYPICAL

VALVE BOX

VITRIFIED CLAY PIPE

VERTICAL

WATER, WEST

WITH

WATERLINE

WATER MANHOLE

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WASTEWATER SYSTEM

MAX

MECH

MH

MISC

MIN

N

NTS

NO

OC

OD

O/S

PCC

PAV'T

PSF

PL

PVC

PP

PSI

R

REQ'D

REINF

REV

ROW

S

SCH

SF

SHT

SMH

SPEC

SQ

SST

ST

STA

STD

SY

T

THK

TYP

VB

VCP

VERT

W

WL

WMH

WM

WV

WWF

WWS

ASPHALTIC CONCRETE

AMERICANS WITH DISABILITIES ACT

AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES

AND

APPROXIMATE, APPROXIMATELY

AMERICAN SOCIETY FOR TESTING

MATERIALS

AT

BOTTOM

BUILDING

BOTTOM OF CURB, BEGIN CURVE

CAST IN PLACE

CATCH BASIN

CUBIC FEET PER SECOND

CLEAN OUT

CONNECT, CONNECTION

CENTERLINE

CONCRETE

CONTINUE, CONTINUOUS

CLEAN OUT TO GRADE

CUBIC YARD

DETAIL

DIAMETER

DRAIN INLET, DUCTILE IRON

DRAIN MANHOLE

DEPARTMENT OF PLANNING &

PERMITTING

DEPARTMENT OF PUBLIC WORKS

DRAWING

EAST, EASTING

EACH

EXPANSION JOINT

ELECTRIC, ELECTRICAL

EDGE OF PAVEMENT

ELEVATION

EQUAL

EACH WAY

EXISTING

FOOT, FEET

FIRE HYDRANT

FINISH FLOOR ELEVATION

FINISH GRADE

GALVANIZED

GATE VALVE

HORIZONTAL

INSIDE DIAMETER

INVERT

LATERAL

LENGTH OF CURVE

LINEAR FOOT

LINEAR

POUND(S)

AC

ADA

ADAAG

APPROX

ASTM

B, BOT

BLDG

BC

CIP

CB

CFS

CO

CONN

C

CONC

CONT

COTG

CY

DET

DIA

DI

DMH

DPP

DPW

DWG

E

EA

EJ

ELEC

EP

ELEV, EL

EQ

EW

EXIST, EX

FT

FH

FFE

FG

GALV

GV

HORIZ

ID

INV

LAT

LC

LF

LIN

LB(S)

ABBREVIATIONS:

L

SL

W/

MATCHMA

CITY AND COUNTY OF HONOLULUCCH

CLEARCLR

DRAIND

SANITARY SEWERSS

STORM DRAINSD

EROSION AND SEDIMENTESCP

WATER QUALITY VOLUMEWQV

FIRE DEPARTMENT CONNECTIONFDC

FIRE LINEFL

HIGH-DENSITY POLYETHYLENEHDPE

LENGTHL

CLASSCL

GALLONS PER MINUTEGPM

CAST IRONCI

GROUNDG

SIDEWALKS

SEWER NOTES

1. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S "STANDARD SPECIFICATIONS," SEPT. 1986, THE DEPARTMENT OF ENVIRONMENTAL SERVICES "WASTEWATER SYSTEM DESIGN STANDARDS," JULY 2017, AND "WASTEWATER SYSTEM STANDARD DETAILS," JULY 2017, CURRENT CITY

PRACTICES AND REVISED ORDINANCES OF HONOLULU, 1990 AS AMENEDED.

2. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS RESEARCH OF RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE FACILITIES, INCLUDING AND AFFECTING SEWER LINES, IN THE PRESENCE OF THE WASTEWATER INSPECTOR AND EXERCISE PROPER CARE IN EXCAVATING THE AREA. THE CONTRACTOR SHALL BE

RESPONSIBLE AND SHALL PAY FOR ALL DAMAGED UTILITIES.

3. SEWER LATERALS SHALL BE CLEAR OF AND NOT CONFLICTING WITH ANY OTHER UTILITY. MINIMUM

HORIZONTAL AND VERTICAL CLEARANCES SHALL BE STRICTLY OBSERVED AND FOLLOWED.

4. SLOPE FOR SEWER LATERALS SHALL BE A MINIMUM OF 2.00%.

5. BUILDING PLUMBING FACILITIES SHALL BE CONTROLLED BY SEWER LATERAL INVERTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS SEWER SERVICE TO ALL

AFFECTED AREAS DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE STATE DEPARTMENT OF HEALTH AND UTILIZE APPROPRIATE SAMPLING AND ANALYZING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUBLIC NOTIFICATIONS AND

PRESS RELEASES.

8. CONFINED SPACE

FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT-REQUIRED CONFINED SPACE AS DEFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:

A. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL PARTIES OTHER THAN THE CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE

FOLLOWING:

a. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.

b. LIFELINE AND ASSOCIATED CLIPS.

c. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.

d. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT.

e. EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION).

f. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE.

g. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CARBON MONOXIDE AND FLAMMABLES (CAPABLE OF MONITORING AT A DISTANCE AT

LEAST 20-FEET AWAY).

h. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR.

B. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS.

C. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).

9. WHEN CONNECTING TO A LIVE SEWER LINE, THE CONTRACTOR SHALL ABIDE BY ALL CONDITIONS THAT THE STATE DEPARTMENT OF HEALTH SETS FORTH TO MITIGATE ANY WASTEWATER SPILL THAT MAY OCCUR. THE CONTRACTOR SHALL INFORM THE CITY INSPECTOR FIVE (5) WORKING DAYS PRIOR TO THE ACTUAL CONNECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES AND PENALTIES DUE TO ANY

SPILLS RESULTING FROM THE CONNECTION.

10. THE CONTRACTOR SHALL MAINTAIN VISIBILITY AND MAINTENANCE ACCESS TO LIVE SEWER MANHOLE

LOCATIONS AT ALL TIMES, INCLUDING DURING NON-WORK HOURS AND PAVING OPERATIONS.

CONTROL PLAN

PUBLIC HEALTH SAFETY & CONVENIENCE NOTES

1. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS REQUIRED

FOR THE PROTECTION OF THE PUBLIC HEALTH AND SAFETY AND ENVIRONMENTAL QUALITY.

2. THE CONTRACTOR AT THEIR OWN EXPENSE SHALL KEEP THE PROJECT AND ITS SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION CONTROL

STANDARDS AND REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.

3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION ACTIVITY SO AS TO CAUSE FALLING ROCK, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW ONTO ADJOINING PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH VIOLATIONS OCCUR, THE CONTRACTOR SHALL IMMEDIATELY MAKE ALL

REMEDIAL ACTIONS NECESSARY.

4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION, CONVENIENCE AND SAFETY OF THE PUBLIC. THE CONTRACTOR SHALL

APPLY FOR A CONSTRUCTION PERMIT WITH A NOISE POLLUTION CONTROL PLAN.

DEPARTMENT OF DEFENSE

STATE OF HAWAII

REV NO. SYM. DESCRIPTION DATE

OF___

SHT__

DOD ADMINISTRATOR

APPROVED:

DRAWING NO.JOB NO.

DATE

CHECKED BY:DESIGNED BY:

APPROVED BY:DRAWN BY:

SCALE:

FILE______ DRAWER______ FOLDER______

MASON

This work was prepared by me or under my supervision, and construction of this project will be under my observation.

BUILDING 1788

Signature Expiration Date of the License 4/30/2028

CONSTRUCTION NOTES

C001

SHEET

OF________SHEETS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

EROSION PREVENTION/ SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE CITY AND COUNTY OF HONOLULU'S "RULES

RELATING TO WATER QUALITY".

2. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY

EARTHWORK IS INITIATED.

3. TEMPORARY STABILIZATION

TEMPORARY STABILIZATION IS REQUIRED ON DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHEN

THE DISTURBED AREA WILL NOT BE WORKED FOR 7 CONSECUTIVE DAYS OR MORE. TEMPORARY

STABILIZATION MAY BE ACHIEVED USING SEED AND MULCHING FOR SLOPES LESS THAN 5% AND EITHER

RIP-RAP OR SOD FOR SLOPES IN EXCESS OF 5%.

4. PERMANENT STABILIZATION

ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED USING VEGETATIVE COVERING, PAVEMENT, OR EQUIVALENT, PRIOR TO REMOVING EROSION AND SEDIMENT MEASURES. TRAPPED SEDIMENT AND AREAS OF DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF THE TEMPORARY MEASURES SHALL

BE IMMEDIATELY AND PERMANENTLY STABILIZED.

5. PRESERVE EXISTING VEGETATION.

CLEARLY MARK THE AREAS TO BE PRESERVED WITH FLAGS OR TEMPORARY FENCING. WHERE

TEMPORARY FENCING IS USED, FENCING MUST BE ADEQUATELY SUPPORTED BY POSTS AND

MAINTAINED IN AN UPRIGHT POSITION.

6. PERIMETER CONTROLS

PERIMETER CONTROLS ARE REQUIRED DOWN SLOPE OF ALL DISTURBED AREAS. MAINTAIN

DOWNSTREAM VEGETATED BUFFER AREA.

7. TRACKING CONTROL

· MINIMIZE SEDIMENT TRACK-OUT ONTO OFF-SITE STREETS, OTHER PAVED AREAS, AND SIDEWALKS FROM VEHICLES EXITING THE CONSTRUCTION SITE BY RESTRICTING VEHICLE TRAFFIC TO PROPERLY DESIGNATED AREAS AND USING ADDITIONAL CONTROLS TO REMOVE SEDIMENT FROM VEHICLE TIRES

PRIOR TO EXITING THE SITE.

· VEHICULAR PARKING AND MOVEMENT ON PROJECT SITES MUST BE CONFINED TO PAVED SURFACES OR PREDEFINED PARKING AREAS AND VEHICLE PATHS, WHICH SHALL BE MARKED WITH FLAGS OR

BOUNDARY FENCING.

· ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED, TRACKED, SPILLED, OR OTHERWISE 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.

· WASHING POLLUTANTS AND MATERIALS THAT ARE DISCHARGED FROM THE PROJECT SITE TO THE MS4 INTO DRAIN INLETS OR CATCH BASINS IS PROHIBITED UNLESS THE MATERIAL IS SEDIMENT AND

THE INLETS ARE DIRECTED TO A SEDIMENT BASIN OR SEDIMENT TRAP.

8. BEST MANAGEMENT PRACTICES (BMPS) SHALL NOT BE REMOVED UNTIL FINAL STABILIZATION IS

COMPLETE FOR THAT PHASE.

9. REFER TO CITY AND COUNTY OF HONOLULU BEST MANAGEMENT PRACTICES MANUAL - CONSTRUCTION, FOR MORE INFORMATION ON BMPS.

GOOD HOUSEKEEPING BMPs:

1. STREET SWEEPING AND VACUUMING

ALL POLLUTANTS DISCHARGED FROM CONSTRUCTION SITE TO OFF-SITE AREAS MUST BE SWEPT OR

VACUUMED EACH DAY BEFORE LEAVING THE JOB SITE.

2. MATERIALS DELIVERY, STORAGE AND USE MANAGEMENT

PREVENT, REDUCE OR ELIMINATE THE DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY,

STORAGE AND USE TO THE STORM WATER SYSTEM OR WATERCOURSES BY MINIMIZING THE STORAGE OF HAZARDOUS MATERIALS ONSITE, STORING MATERIALS IN A DESIGNATED AREA, INSTALLING SECONDARY CONTAINMENT. CONSTRUCTION MATERIALS, WASTE, TOXIC AND HAZARDOUS SUBSTANCES, STOCKPILES AND OTHER SOURCES OF POLLUTION SHALL NOT BE STORED IN BUFFER AREAS, NEAR AREAS OF CONCENTRATED FLOW, OR AREAS ABUTTING THE MS4, RECEIVING WATERS, OR DRAINAGE IMPROVEMENTS THAT DISCHARGE OFF-SITE. PRIMARY AND SECONDARY CONTAINMENT CONTROLS AND

COVERS SHALL BE IMPLEMENTED TO THE MEP.

3. SPILL PREVENTION AND CONTROL.

CREATE AND IMPLEMENT SPILL PREVENTION AND RESPONSE PLANS TO ELIMINATE AND MINIMIZE THE

DISCHARGE OF POLLUTANTS TO THE MS4 AND RECEIVING WATERS FROM LEAKS AND SPILLS BY

REDUCING THE CHANCE FOR SPILLS, ABSORBING, CONTAINING AND CLEANING UP SPILLS AND

PROPERLY DISPOSING OF SPILL MATERIALS. AT A MINIMUM, ALL PROJECTS SHALL CLEANUP ALL LEAKS

AND SPILLS IMMEDIATELY.

4. HAZARDOUS MATERIALS

PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM HAZARDOUS WASTE THROUGH PROPER MATERIAL USE AND WASTE DISPOSAL IN THE EVENT THAT HAZARDOUS MATERIALS ARE DISCHARGED TO THE MS4. THE PROPERTY OWNER OR ESCP COORDINATOR SHALL IMMEDIATELY NOTIFY THE DEPARTMENT OF FACILITY MAINTENANCE, HONOLULU FIRE DEPARTMENT, AND HONOLULU

POLICE DEPARTMENT OF THE DISCHARGE BY TELEPHONE. A WRITTEN REPORT DESCRIBING THE

POLLUTANTS THAT WERE DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE

SUBMITTED TO THE DIRECTOR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY PHONE.

5. NONHAZARDOUS MATERIALS

IN THE EVENT THAT NON HAZARDOUS MATERIALS ARE DISCHARGED TO THE MS4, THE PROPERTY OWNER OR ESCP COORDINATOR SHALL NOTIFY THE CITY DEPARTMENT OF FACILITIES MAINTENANCE BY

TELEPHONE NO LATER THAN THE NEXT BUSINESS DAY. A WRITTEN REPORT DESCRIBING THE

POLLUTANTS THAT WERE DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE

SUBMITTED TO THE DIRECTOR NO LESS THAN 3 DAYS AFTER NOTIFICATION BY PHONE.

6. VEHICLE AND EQUIPMENT CLEANING

ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM VEHICLE AND EQUIPMENT CLEANING OPERATIONS BY USING OFF-SITE FACILITIES WHEN FEASIBLE, WASHING IN DESIGNATED, CONTAINED AREAS ONLY, AND ELIMINATING DISCHARGES TO THE STORM DRAIN SYSTEM BY EVAPORATING AND/OR TREATING WASH WATER, AS APPROPRIATE OR INFILTRATING WASH WATER

FOR EXTERIOR CLEANING ACTIVITIES THAT USE WATER ONLY.

7. VEHICLE AND EQUIPMENT FUELING

PREVENT FUEL SPILLS AND LEAKS BY USING OFF-SITE FACILITIES, FUELING ONLY IN DESIGNATED AREAS, ENCLOSING OR COVERING STORED FUEL, AND IMPLEMENTING SPILL CONTROLS SUCH AS SECONDARY

CONTAINMENT AND ACTIVE MEASURES USING SPILL RESPONSE KITS.

8. VEHICLE AND EQUIPMENT MAINTENANCE

ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM VEHICLE AND EQUIPMENT MAINTENANCE OPERATIONS BY USING OFF-SITE FACILITIES WHEN FEASIBLE, PERFORMING WORK IN DESIGNATED AREAS ONLY, USING SPILL PADS UNDER VEHICLES AND EQUIPMENT, CHECKING

FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP SPILLS IMMEDIATELY.

9. SOLID WASTE MANAGEMENT

PREVENT OR REDUCE DISCHARGE OF POLLUTANTS TO THE LAND, GROUNDWATER, AND IN STORM

WATER FROM SOLID WASTE OR CONSTRUCTION AND DEMOLITION WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS, COLLECT SITE TRASH DAILY, AND ENSURING THAT CONSTRUCTION WASTE

IS COLLECTED, REMOVED, AND DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS.

10. SANITARY/SEPTIC WASTE MANAGEMENT

TEMPORARY AND PORTABLE SANITARY AND SEPTIC WASTE SYSTEMS SHALL BE MOUNTED OR STAKED IN, WELL-MAINTAINED AND SCHEDULED FOR REGULAR WASTE DISPOSAL AND SERVICING. SOURCES OF SANITARY AND/OR SEPTIC WASTE SHALL NOT BE STORED NEAR THE MS4 OR RECEIVING WATERS.

11. STOCKPILE MANAGEMENT

STOCKPILES SHALL NOT BE LOCATED IN DRAINAGE WAYS, WITHIN 50 FEET FROM AREAS OF

CONCENTRATED FLOWS, AND ARE NOT ALLOWED IN THE CITY RIGHT-OF-WAY. SEDIMENT BARRIERS OR SILT FENCES SHALL BE USED AROUND THE BASE OF ALL STOCKPILES. STOCKPILES SHALL NOT EXCEED 15 FEET IN HEIGHT. STOCKPILES GREATER THAN 15 FEET IN HEIGHT SHALL REQUIRE 8 FOOT WIDE BENCHING IN ACCORDANCE WITH 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.

12. LIQUID WASTE MANAGEMENT

LIQUID WASTE SHALL BE CONTAINED IN A CONTROLLED AREA SUCH AS A HOLDING PIT, SEDIMENT BASIN , ROLL-OFF BIN, OR PORTABLE TANK OF SUFFICIENT VOLUME AND TO CONTAIN THE LIQUID WASTES GENERATED. CONTAINMENT AREAS OR DEVICES MUST BE IMPERMEABLE AND LEAK FREE AND SHOULD NOT BE LOCATED WHERE ACCIDENTAL RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER

BODIES, CHANNELS, OR STORM DRAINS.

13. CONCRETE WASTE MANAGEMENT

PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY

CONDUCTING WASHOUT OFFSITE OR PERFORMING ONSITE WASHOUT IN A DESIGNATED AREA

CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. PLASTIC LINING MATERIAL CONTAINMENT AREAS OR DEVICES SHOULD NOT BE LOCATED WHERE ACCIDENTAL RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER BODIES, CHANNELS, OR STORM DRAINS. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75 PERCENT FULL. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF AS SOLID WASTES.

14. CONTAMINATED SOIL MANAGEMENT

AT MINIMUM CONTAIN CONTAMINATED MATERIAL SOIL BY SURROUNDING WITH IMPERMEABLE LINED BERMS OR COVER EXPOSED CONTAMINATED MATERIAL WITH PLASTIC SHEETING. CONTAMINATED SOIL

SHOULD BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

15. DUST CONTROL.

DUST FROM A PROJECT SITE SHALL NOT BE TRANSPORTED OR DISCHARGED TO OFF-SITE AREAS. THE WORK MUST BE IN CONFORMANCE WITH AIR POLLUTION CONTROL STANDARDS CONTAINED IN THE HAWAII ADMINISTRATIVE RULES: TITLE 11 CHAPTER 60.1 "AIR POLLUTION CONTROL. "ALL ESCPS SHALL

PROVIDE FOR THE CONTROL OF DUST.

· MULCHING TO A DEPTH OF NO LESS THAN 1 INCH.

· SPRINKLING EXPOSED SOILS WITH WATER TO MAINTAIN MOISTNESS AT A DEPTH OF 2-3 INCHES

DURING WORKING HOURS AND NOT TO GENERATE ANY RUNOFF.

· VERTICAL DUST BARRIERS NO LESS THAN 6 FEET IN HEIGHT, CONSTRUCTED OF MATERIALS CAPABLE

OF EFFECTIVELY PREVENTING THE SPREAD OF DUST PARTICLES.

16. BMP AND SITE MAINTENANCE

ALL ESCP BMPS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS NECCESARY TO ADDRESS EROSION AND SEDIMENT CONTROL AT THE

PROJECT SITE.

EROSION AND SEDIMENT CONTROL PLAN SCHEDULE AND RAIN RESPONSE PLAN:

PROJECT SEQUENCE:

1. INSTALL PERIMETER CONTROLS, CLEARING AND GRUBBING AS NECESSARY FOR THE INSTALLATION OF

THESE BMPS.

2. CLEAR, GRUB AND GRADE THE SITE. RELOCATE, RECONSTRUCT AND MAINTAIN BMPS AS NEEDED TO KEEP THEM EFFECTIVE AT ALL TIMES. INITIATE TEMPORARY STABILIZATION IMMEDIATELY ONCE

GRADING IS COMPLETED.

3. PROCEED WITH CONSTRUCTION WITH LEAST POSSIBLE DISTURBANCE OF VEGETATIVE AREAS AND

TEMPORARY STRUCTURES.

4. PLANT PERMANENT GROUND COVER ACCORDING TO THE LANDSCAPING PLAN AS SOON AS POSSIBLE.

5. REMOVE OR DISMANTLE TEMPORARY EROSION CONTROL STRUCTURES AFTER FULL ESTABLISHMENT OF

PERMANENT VEGETATIVE COVER.

6. PRACTICE GOOD HOUSEKEEPING MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.

7. INSPECTIONS WILL BE PERFORMED MONTHLY.

RAIN RESPONSE PLAN:

1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS, TROPICAL STORM OR HURRICANE IS

IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS.

2. TEMPORARY SUSPENSION OF ACTIVE GRADING.

3. INSPECT ALL PERIMETER CONTROLS AND MAINTAIN AS NEEDED. REINSTALL ANY PERIMETER CONTROLS

THAT WERE REMOVED DUE TO ACTIVE WORK IN THE AREA.

4. COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID CONTAINERS TO AVOID CONTACT WITH

RAINWATER.

5. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTION VEHICLES TO PREVENT RUNOFF FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS. PROPERLY DISPOSE OF ANY ACCUMULATED

OILY WATER AFTER THE RAIN EVENT.

6. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, TROPICAL STORM OR HURRICANE AND REPLACE

OR MAINTAIN BMPS AS NEEDED.

DEPARTMENT OF DEFENSE

STATE OF HAWAII

REV NO. SYM. DESCRIPTION DATE

OF___

SHT__

DOD ADMINISTRATOR

APPROVED:

DRAWING NO.JOB NO.

DATE

CHECKED BY:DESIGNED BY:

APPROVED BY:DRAWN BY:

SCALE:

FILE______ DRAWER______ FOLDER______

MASON

This work was prepared by me or under my supervision, and construction of this project will be under my observation.

BUILDING 1788

Signature Expiration Date of the License 4/30/2028

ESCP NOTES

C002

SHEET

OF________SHEETS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

FS

SANSAN

FS FS FS FS

FS

FS

FS

FSFSFSFS

SCALE: 1" = 40'

UTILITY PLAN

C101

DEPARTMENT OF DEFENSE

STATE OF HAWAII

REV NO. SYM. DESCRIPTION DATE

OF___

SHT__

DOD ADMINISTRATOR

APPROVED:

DRAWING NO.JOB NO.

DATE

CHECKED BY:DESIGNED BY:

APPROVED BY:DRAWN BY:

SCALE:

FILE______ DRAWER______ FOLDER______

MASON

This work was prepared by me or under my supervision, and construction of this project will be under my observation.

BUILDING 1788

Signature Expiration Date of the License 4/30/2028

G R A P H I C S C A L E

1" = 40' 40'20'40' 0 80'

L E G E N D

SEWER LINE

EXIST. SEWER LINE

TRENCH LIMITS

LIMITS OF CONSTRUCTION

PROPERTY LINE

UTILITY PLAN

C101

N N

BEGIN SL A STA 0+00.00

CONN. TO EXIST S6

1-WYE

CONTRACTOR TO VERIFY

INVERT AND LOCATION

SL A STA. 0+02.00

1-WYE

1-SEWER COTG

SEE DET. 3/C201

SL A STA. 0+07.00

CONN. TO BLDG STUB-OUT

SEE PLUMB. FOR CONT.

TRENCH LIMITS

LIMITS OF CONSTRUCTION

E N T E R P R I S E A V E N U E ( C I T Y )

B E

L L

E A

U W

O O

D

T R

E E

T ( P

R I

V A

T E

C I T

Y

M A

I N

T A

I N E

D

B U N K E R H I L L S T R E E T ( P R I V A T E - C I T Y M A I N T A I N E D )

TMK: 9-1-013: 050

SCALE: 1" = 5'

INSET

C101

SEE INSET

RESTORE CONC. SIDEWALK,

SAWCUT ALONG EDGE.

SEE DET. 1/C201 & 4/C201

1" = 5' 5' 0 5' 10'

FILTERSOCK PERIMETER

CONTROL, SEE DET. 5/C201

N O T E S :

1. SEE SHT. C002 FOR ESCP NOTES.

PRE-CONSTRUCTION BMPs

· FILTER SOCK PERIMETER CONTROL

DURING CONSTRUCTION BMPs

· TEMPORARY STABILIZATION

POST-CONSTRUCTION BMPs

· PERMANENT STABILIZATION

SAN SAN

FILTERSOCK PERIMETER CONTROLFS FS

4" PVC C900 DR18

SEWER LINE

BLDG 1786

BLDG 1787

BLDG 1784

BLDG 1788

BLDG 1788

STORAGE

PROPERTY LINE

BLDG 1785

BLDG 1788 STORAGE

SHEET

OF________SHEETS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

1" TY

P.

2" CLR.

8"

4" THICK W/ 6x6-W2.9 WWF

REINF. CENTERED IN SLAB.

(BROOM FINISH)

AS NOTED ON PLAN

8"

FINISH W/ EDGER

(TYP.)

CROSS SLOPE

1% MIN., 2% MAX.

1-#4 (T & B)

CON'T

4"

COMPACTED SUBGRADE

NOTE:

THE CROSS SLOPE ALONG THE ACCESSIBLE ROUTE

SHALL NOT EXCEED 2%.

X-SECTION

6" AGGREGATE BASE

COURSE

* IF SAWCUT IS ≤4 FEET FROM NEAREST

SCORE LINE/JOINT, THEN SAWCUT

AT NEAREST SCORE LINE/JOINT.

PIPE O.D.

2'-0" TYP. 2'-0" TYP.

4'- 6"

M

AX

2'- 0"

M

IN

IM

UM

C

OV

ER

LANDSCAPE

SYMMETRICAL ABOUT CENTER LINE

CONCRETE WALKWAY

SEE DET. 1/C201

*6"

MIN.

SAWCUT AT NEAREST JOINT

OR SCORELINE. PROVIDE

CONN. TO EXIST. WALKWAY,

SEE DET. 2/C201

EXIST. CONC. SIDEWALK

EXIST. BASE

COURSE

6" MINIMUM BASE COURSE OR

MATCH EXISTING THICKNESS

WHICHEVER IS GREATER

COMPACTED SUBGRADE

DETECTABLE WARNING TAPE

6" GRANULAR PIPE CUSHION

(CRUSHED ROCK WELL

GRADED 3/4" MAXIMUM)

SATISFACTORY BACKFILL COMPACT

TO 95% MAXIMUM DENSITY

TOP SOIL

SEWER PIPE

PI

PE

O D 12

M

IN

6"

1/ 2"

FLOW

4" BRASS

COUNTERSUNK PLUG

FLUSH

PAVEMENT

BASE COURSE

4" 1/8 BEND

WYE

FINISH GRADE

1" CHAMFER

PLUG FOR TERMINAL

LINE CONDITION

4" PIPE (LENGTH

AS REQUIRED)

12"x 12"

CONC. PAD

FILTER

SOCK

LIMITS OF GRADING AND

DISTURBED AREA

PROTECTED AREA WORK AREASANDBAG

MIN. LENGTH = 18"

MIN. WIDTH = 12"

MIN. THICKNESS = 3"

PLACE EVERY 6' TYP.

SECTION

PLAN

OVERLAP

RUNOFF FLOW

WORK AREA

RUNOFF FLOW

FI

LT

ER

S

OC

K

PROTECTED AREA

SANDBAG TO

SECURE EACH END

9" DIA. FILTER SOCK

PROTECTED AREA

SANDBAG

MIN. LENGTH = 18"

MIN. WIDTH = 12"

MIN. THICKNESS = 3"

PLACE EVERY 6' TYP.

FILTER SOCK 6 MIN.

OVERLAP

FILTER SOCK

WORK

AREA RUNOFF

FLOW

6" 6"

1/4" MAX.

EXIST. CONC. WALKWAYCONCRETE WALKWAY,

SEE DET. 1/C201

FOR CONCRETE WALKWAY,

SEE DET. 1/C201

JOINT FILLER

NEW CONCRETE WALKWAY

EXISTING CONCRETE WALKWAY

1" DRILLED HOLE EMBED

12" LONG SMOOTH

DOWELS WITH EPOXY.

#5 SMOOTH DOWELS

12" LONG @ 9"O.C.

SECTION PLAN

3/4" = 1'-0" 0 1' 2' 3'

G R A P H I C S C A L E

SCALE: 3/4" = 1'-0"

CONCRETE WALKWAY DETAIL

C201

SCALE: 3/4" = 1'-0"

TYPICAL SEWER TRENCH DETAIL

C201

SCALE: 3/4" = 1'-0"

4'' SEWER CLEANOUT DETAIL

C201

NOT TO SCALE

FILTER SOCK DETAIL

C201

SCALE: 3/4" = 1'-0"

CONNECTION TO EXIST.

WALKWAY DETAIL

C201

DEPARTMENT OF DEFENSE

STATE OF HAWAII

REV NO. SYM. DESCRIPTION DATE

OF___

SHT__

DOD ADMINISTRATOR

APPROVED:

DRAWING NO.JOB NO.

DATE

CHECKED BY:DESIGNED BY:

APPROVED BY:DRAWN BY:

SCALE:

FILE______ DRAWER______ FOLDER______

MASON

This work was prepared by me or under my supervision, and construction of this project will be under my observation.

BUILDING 1788

Signature Expiration Date of the License 4/30/2028

MISCELLANEOUS DETAILS

C201

SHEET

OF________SHEETS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

ABBREVIATIONSMATERIALS

ALL ITEMS & MATERIALS NOTED WITHIN THESE DRAWINGS

ARE NEW UNLESS INDICATED OTHERWISE.

GENERAL NOTES

2.

3.

4.

5.

1. COMPLY WITH THE LATEST CITY, STATE, AND FEDERAL

LAWS, BUILDING CODES, THEIR ADDITIONS, ADDENDA, AND

AMENDMENTS IN THE CONSTRUCTION OF THIS PROJECT.

USE DIMENSIONS NOTED ON DRAWINGS ONLY.

DO NOT SCALE DIMENSIONS FROM THE DRAWINGS.

REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION OF THIS

PROJECT.

LEGEND

A1

AE201

A1

AE203

INT ELEVATION

OR SECTION

REFERENCE

SHT WHERE

OCCURS (TYP)

EXT ELEVATION OR

SECTION REFERENCE

TYP INT

ELEVATION

REFERENCE

DETAIL

REFERENCE

DOOR MARK

WINDOW MARK

A1

AE401

A

BD

C

A1

A-P6.9

FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR

DEMOLITION SHALL BE IN ACCORDANCE WITH NFPA 1,

FIRE CODE, 2021 EDITION.

A-001

WALL TYPE

KEY NOTE

A1

ROOM NAME & NUMBER

ROOM NAME

DEPARTMENT OF DEFENSE

STATE OF HAWAII

REV NO. SYM. DESCRIPTION DATE

OF___

SHT__

DOD ADMINISTRATOR

APPROVED:

DRAWING NO.JOB NO.

DATE

CHECKED BY:DESIGNED BY:

APPROVED BY:DRAWN BY:

SCALE:

FILE______ DRAWER______ FOLDER______

MASON

This work was prepared by me or under my supervision, and construction of this project will be under my observation.

BUILDING 1788

Signature Expiration Date of the License

4/30/2028

SHEET

OF________SHEETS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

HAWAII NATIONAL GUARD

B1788 BOILER ROOM IMPROVEMENTS

KALAELOA, OAHU, HAWAII

SPECIFICATIONS

CAST-IN-PLACE CONCRETE SPECIFICATIONS:

CAST-IN-PLACE CONCRETE

PROVIDE 4-INCH-THICK CONCRETE PADS UNDER MECHANICAL EQUIPMENT AS

REQUIRED OR THICKNESS INDICATED. REINFORCE AS INDICATED. DOWEL TO FLOOR

STRUCTURE AROUND PERIMETER OF PAD. REFER TO MECHANICAL DRAWINGS FOR

LOCATIONS. PAD SIZE TO EXTEND 6-INCHES BEYOND EDGE OF EQUIPMENT ON ALL

SIDES UNLESS OTHERWISE INDICATED. SET ANCHOR BOLTS FOR MACHINES AND

EQUIPMENT AT CORRECT ELEVATIONS, COMPLYING WITH DIAGRAMS OR TEMPLATES

OF MANUFACTURER FURNISHING MACHINES AND EQUIPMENT.

INCLUDE FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE DESIGN,

BONDING AGENTS, CORROSION-INHIBITING MATERIALS, PLACEMENT PROCEDURES,

AND FINISHES.

SUBMITTALS

FOR EACH TYPE OF PRODUCT INDICATED AND REQUIRED FOR INSTALLATION. INCLUDE

THE FOLLOWING:

ADMIXTURES: INCLUDE LIMITATIONS OF USE, INCLUDING RESTRICTIONS ON

CEMENTITIOUS MATERIALS, SUPPLEMENTARY CEMENTITIOUS MATERIALS, AIR

ENTRAINMENT, AGGREGATES, TEMPERATURE AT TIME OF CONCRETE

PLACEMENT, RELATIVE HUMIDITY AT TIME OF CONCRETE PLACEMENT, CURING

CONDITIONS, AND USE OF OTHER ADMIXTURES.

DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGN

MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS,

WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT

ADJUSTMENTS.

CONCRETE INSTALLATION: A QUALIFIED INSTALLER WHO EMPLOYS PROJECT

PERSONNEL QUALIFIED AS ACI-CERTIFIED FLATWORK TECHNICIAN AND FINISHER AND

SUPERVISOR WHO IS AN ACI-CERTIFIED CONCRETE FLATWORK TECHNICIAN.

INSTALLER SHALL BE EXPERIENCED CAST-IN-PLACE CONCRETE INSTALLER, WITH NOT

LESS THAN FIVE CONSECUTIVE YEARS' EXPERIENCE, SPECIALIZING IN INSTALLING

CAST-IN-PLACE CONCRETE SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT

INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED IN CONSTRUCTION

WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE.

MATERIAL CERTIFICATES: FOR EACH OF THE FOLLOWING, SIGNED BY

MANUFACTURERS:

CEMENTITIOUS MATERIALS.

ADMIXTURES.

FORM MATERIALS AND FORM-RELEASE AGENTS.

STEEL REINFORCEMENT AND ACCESSORIES.

CURING COMPOUNDS.

BONDING AGENTS.

ADHESIVES.

SEMIRIGID JOINT FILLER.

JOINT-FILLER STRIPS.

REPAIR MATERIALS.

MINUTES OF PREINSTALLATION CONFERENCE.

DELIVERY, STORAGE, AND HANDLING

DELIVER, STORE, AND HANDLE STEEL REINFORCEMENT TO PREVENT BENDING AND

DAMAGE.

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR MINIMUM AND

MAXIMUM TEMPERATURE REQUIREMENTS AND OTHER CONDITIONS FOR STORAGE.

STORE CEMENTITIOUS MATERIALS OFF THE GROUND, UNDER COVER, AND IN A DRY

LOCATION.

PRODUCTS

SOURCE LIMITATIONS:

PROVIDE ALL CONCRETE PRODUCT FROM SINGLE SOURCE AND FROM SINGLE

MANUFACTURER WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT

QUALITY IN APPEARANCE AND PHYSICAL PROPERTIES.

BONDING AGENTS:

EPOXY-MODIFIED, CEMENTITIOUS BONDING AND ANTICORROSION AGENT:

MANUFACTURED PRODUCT THAT CONSISTS OF WATER-INSENSITIVE EPOXY

ADHESIVE, PORTLAND CEMENT, AND WATER-BASED SOLUTION OF CORROSION-

INHIBITINGCHEMICALS THAT FORMS A PROTECTIVE FILM ON STEEL

REINFORCEMENT.

EPOXY BONDING AGENT: ASTM C881/C881M TYPE II OR TYPE V BONDING SYSTEM,

AS REQUIRED, FREE OF VOCS.

JOINT FILLER

EPOXY JOINT FILLER: TWO-COMPONENT, SEMIRIGID, 100 PERCENT SOLIDS,

EPOXY RESIN WITH A SHORE A DUROMETER HARDNESS OF AT LEAST 80 IN

ACCORDANCE WITH ASTM D2240.

CORROSION-INHIBITING MATERIALS

CORROSION-INHIBITING TREATMENT: WATERBORNE SOLUTION OF ALKALINE

CORROSION-INHIBITING CHEMICALS FOR CONCRETE-SURFACE APPLICATION

THAT PENETRATES CONCRETE BY DIFFUSION AND FORMS A PROTECTIVE FILM

ON STEEL REINFORCEMENT.

COMPOSITE REINFORCEMENT MATERIALS

COMPOSITE STRUCTURAL REINFORCEMENT: MANUFACTURER'S SYSTEM

CONSISTING OF CARBON-FIBER OR GLASS-FIBER REINFORCEMENT IN THE FORM

OF TOW SHEET WITH FIELD-APPLIED SATURANT OR PREIMPREGNATED SHEET

AND EPOXY PRIMERS, FILLERS, ADHESIVES, SATURANTS, AND TOPCOATS,

DESIGNED FOR USE AS EXTERNALLY BONDED STRUCTURAL REINFORCEMENT

FOR CONCRETE.

PERFORMANCE REQUIREMENTS

CONCRETE FORMWORK: DESIGN, ENGINEER, ERECT, SHORE, BRACE, AND

MAINTAIN FORMWORK, SHORES, AND RESHORES IN ACCORDANCE WITH ACI 301,

TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND

CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL STRUCTURE CAN

SUPPORT SUCH LOADS, SO THAT RESULTING CONCRETE CONFORMS TO THE

REQUIRED SHAPES, LINES, AND DIMENSIONS.

FORM-FACING MATERIALS

SMOOTH-FORMED FINISHED CONCRETE: FORM-FACING PANELS THAT WILL

PROVIDE CONTINUOUS, TRUE, AND SMOOTH CONCRETE SURFACES. FURNISH IN

LARGEST PRACTICABLE SIZES TO MINIMIZE NUMBER OF JOINTS. PLYWOOD,

METAL, OR OTHER APPROVED PANEL MATERIALS.

FORM-RELEASE AGENT: COMMERCIALLY FORMULATED FORM-RELEASE AGENT

THAT WILL NOT BOND WITH, STAIN, OR ADVERSELY AFFECT CONCRETE

SURFACES AND WILL NOT IMPAIR SUBSEQUENT TREATMENTS OF CONCRETE

SURFACES. FORMULATE FORM-RELEASE AGENT WITH RUST INHIBITOR FOR

STEEL FORM-FACING MATERIALS.

ADMIXTURES

AIR-ENTRAINING ADMIXTURE: ASTM C260.

CHEMICAL ADMIXTURES: IF USED, PROVIDE ADMIXTURES CERTIFIED BY

MANUFACTURERS TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT

WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE

PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR

ADMIXTURES CONTAINING CALCIUM CHLORIDE.

CURING MATERIALS

GENERAL: CURING MATERIALS USED SHALL BE GUARANTEED BY

MANUFACTURER, PRIOR TO APPLICATION AND USE, TO NOT AFFECT THE BOND

OR PERFORMANCE OF APPLIED FINISHES. NAMED PRODUCTS MAY BE USED

WHERE MANUFACTURER’S DOCUMENTATION IS PROVIDED DURING

SUBMITTALS.

ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE

OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. WHEN DRY.

MOISTURE-RETAINING COVER: ASTM C171, POLYETHYLENE FILM OR WHITE

BURLAP-POLYETHYLENE SHEET..

WATER: POTABLE.

CLEAR, WATERBORNE, MEMBRANE-FORMING, DISSIPATING CURING COMPOUND:

ASTM C309, TYPE 1, CLASS B.

RELATED MATERIALS

• EXPANSION- AND ISOLATION-JOINT-FILLER STRIPS: ASTM D1751, ASPHALT-

SATURATEDCELLULOSIC FIBER, ASTM D1752 CORK OR SELF-EXPANDING CORK,

WITH CAP STRIP FOR SEALANT; OR CLOSED-CELL FOAM WITH TEAR-OFF STRIP.

• AT INTERIOR, ROUND, CURVED PENETRATIONS OR JOINTS: PROVIDE CLOSED

CELL, NEOPRENE FILLER. COMPATIBLE WITH SEALANTS AND USE INDICATED.

• SEMIRIGID JOINT FILLER: TWO-COMPONENT, SEMIRIGID, 100 PERCENT SOLIDS,

EPOXY RESIN WITH A TYPE A SHORE DUROMETER HARDNESS OF 80 PER ASTM D

2240.

• BONDING AGENT: ASTM C1059, TYPE II, NON-REDISPERSIBLE, ACRYLIC EMULSION

OR STYRENE BUTADIENE.

• EPOXY-BONDING ADHESIVE: ASTM C881, TWO-COMPONENT EPOXY RESIN,

CAPABLE OF HUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS,

SUITABLE FOR APPLICATION TEMPERATURE AND GRADE TO SUIT

REQUIREMENTS, AND AS FOLLOWS: TYPES I AND II FOR NON-LOAD BEARING AND

TYPES IV AND V, LOAD BEARING, FOR BONDING HARDENED OR FRESHLY MIXED

CONCRETE TO HARDENED CONCRETE.

CONCRETE MIXTURES, GENERAL

• PREPARE DESIGN MIXTURES FOR EACH TYPE AND STRENGTH OF CONCRETE,

PROPORTIONED ON THE BASIS OF LABORATORY TRIAL MIXTURE OR FIELD TEST

DATA, OR BOTH, ACCORDING TO ACI 301 AND IN ACCORDANCE WITH THE

FOLLOWING:

o COMPRESSIVE STRENGTH: 4,000 PSI MINIMUM.

o LIMIT WATER-SOLUBLE, CHLORIDE-ION CONTENT IN HARDENED

CONCRETE TO 0.15 PERCENT BY WEIGHT OF CEMENT.

• ADMIXTURES, GENERAL: USE ADMIXTURES ACCORDING TO MANUFACTURER'S

WRITTEN INSTRUCTIONS. DO NOT ADD MULTIPLE ADMIXTURES

SIMULTANEOUSLY.

o USE WATER-REDUCING, HIGH-RANGE WATER-REDUCING OR PLASTICIZING

ADMIXTURE OR HIGH-RANGE WATER-REDUCING ADMIXTURE

(SUPERPLASTICIZER) IN CONCRETE, AS REQUIRED, FOR PLACEMENT AND

WORKABILITY.

o USE WATER-REDUCING AND RETARDING ADMIXTURE WHEN REQUIRED

BY HIGH TEMPERATURES, LOW HUMIDITY, OR OTHER ADVERSE

PLACEMENT CONDITIONS.

o USE WATER-REDUCING ADMIXTURE IN PUMPED CONCRETE, CONCRETE

FOR SLABS, CONCRETE REQUIRED TO BE WATERTIGHT, AND CONCRETE

WITH A WATER-CEMENTITIOUS MATERIALS RATIO BELOW 0.50.

o AT BOARD-FORMED CONCRETE, USE WATER-REDUCING AND

PLASTICIZING ADMIXTURES.

EXECUTION

FORMWORK

• DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK, ACCORDING TO ACI

301, TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND

CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL CONCRETE STRUCTURE

CAN SUPPORT SUCH LOADS.

• CONSTRUCT FORMWORK SO CONCRETE MEMBERS AND STRUCTURES ARE OF

SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED, WITHIN

TOLERANCE LIMITS OF ACI 117.

• LIMIT CONCRETE SURFACE IRREGULARITIES, DESIGNATED BY ACI 347R AS

ABRUPT OR GRADUAL, AS FOLLOWS:

o SURFACE FINISH-3.0: ACI 117 CLASS A, 1/8 INCH FOR SMOOTH-FORMED

FINISHED SURFACES.

o SURFACE FINISH-2.0: ACI 117 CLASS B, 1/4 INCH FOR ROUGH-FORMED

FINISHED SURFACES AND BOARD-FORMED CONCRETE.

• CONSTRUCT FORMS TIGHT ENOUGH TO PREVENT LOSS OF CONCRETE MORTAR.

• FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING

AGAINST CONCRETE SURFACES. PROVIDE CRUSH OR WRECKING PLATES WHERE

STRIPPING MAY DAMAGE CAST CONCRETE SURFACES.

• SET EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED STRIPS FOR SLABS

TO ACHIEVE REQUIRED ELEVATIONS AND SLOPES IN FINISHED CONCRETE

SURFACES. PROVIDE AND SECURE UNITS TO SUPPORT SCREED STRIPS; USE

STRIKE-OFF TEMPLATES OR COMPACTING-TYPE SCREEDS.

• CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE

CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE PLACING

CONCRETE.

• RETIGHTEN FORMS AND BRACING BEFORE PLACING CONCRETE, AS REQUIRED,

TO PREVENT MORTAR LEAKS AND MAINTAIN PROPER ALIGNMENT.

• COAT CONTACT SURFACES OF FORMS WITH FORM-RELEASE AGENT, ACCORDING

TO MANUFACTURER'S WRITTEN INSTRUCTIONS, BEFORE PLACING

REINFORCEMENT.

JOINTS

• GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO

SURFACE PLANE OF CONCRETE.

• CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF

CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED OR AS APPROVED BY

THE CO.

• USE A BONDING AGENT OR ROUGHEN INTERFACE TO 1/4-INCH AMPLITUDE AT

LOCATIONS WHERE FRESH CONCRETE IS PLACED AGAINST HARDENED OR

PARTIALLY HARDENED CONCRETE SURFACES.

• PROVIDE KEY PER DRAWINGS.

• DOWEL IN REBAR WERE INDICATED IN DRAWINGS

CONCRETE PLACEMENT

BEFORE PLACING CONCRETE, VERIFY THE FOLLOWING:

• THAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS

IS COMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED.

• DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL LAYERS

OF SUCH THICKNESS THAT NO NEW CONCRETE WILL BE PLACED ON CONCRETE

THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A

SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS

AS INDICATED. DEPOSIT CONCRETE TO AVOID SEGREGATION.

• DEPOSIT CONCRETE IN HORIZONTAL LAYERS OF DEPTH TO NOT EXCEED

FORMWORK DESIGN PRESSURES AND IN A MANNER TO AVOID INCLINED

CONSTRUCTION JOINTS.

• CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT

ACCORDING TO ACI 301.

• DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND

WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS TO

RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING

LAYER. DO NOT INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT

HAVE BEGUN TO LOSE PLASTICITY. AT EACH INSERTION, LIMIT DURATION OF

VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE

EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT

CAUSING MIXTURE CONSTITUENTS TO SEGREGATE.

• HOT-WEATHER PLACEMENT: COMPLY WITH ACI 301 AND AS FOLLOWS:

o MAINTAIN CONCRETE TEMPERATURE BELOW 90 DEG F AT TIME OF

PLACEMENT. CHILLED MIXING WATER OR CHOPPED ICE MAY BE USED TO

CONTROL TEMPERATURE, PROVIDED WATER EQUIVALENT OF ICE IS

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