B08_PERL 264852 Shoreside Dock Drawings PM-signed 3.17.21 _3.pdf

PDF 8 MB Posted Apr 2, 2021

Attached to: PERL 264852 - Replace Shoreside Dock Federal contract opportunity
Solicitation number: 140P2021R0016
Issued by: Department of the Interior National Park Service National Office

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Written by GovTribe AI · Dec 27, 2023

This is a pre-solicitation notice for project 140P2021R0016 to replace the existing shoreside dock at Pearl Harbor Visitor Center. The project scope includes removing the two existing concrete floating dock sections and replacing them with two new post-tensioned, pre-fabricated floating dock sections measuring approximately 90' L x 15' W x 8' D each. The replacement dock sections will include skid resistant coatings, anodized aluminum rails and gates, mooring cleats and fenders, a dive ladder, and a davit for lifting heavy items. The two existing pedestrian gangways and guide piles securing the existing dock sections in place will also be removed and replaced. A new shoreside structural mooring system will be installed on land to provide stabilization for the new dock and gangways. The solicitation is being conducted by the National Park Service, Department of the Interior.

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Other files for this federal contract opportunity

Other files attached to PERL 264852 - Replace Shoreside Dock, newest first.
File	Type	Posted
B01_PreSolitNotice_revised04.08.2021_4.docx	DOCX document	Apr 8, 2021
B08_PERL 264852 Shoreside Dock Specifications 3.11.21_3.pdf	PDF	Apr 2, 2021
B01_Synopsis_PreSolitNotice_3.pdf	PDF	Apr 2, 2021

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FINAL CONSTRUCTION DOCUMENTS

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LEXINGTON BLVD

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BUS

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FORD ISLAND BRIDGE

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BASIC DATA:

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THIS PROJECT

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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NAME OF PARK

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TITLE OF DRAWING

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PKG.

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NO.

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SHEET

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DRAWING NO.

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PEARL HARBOR NATIONAL MEMORIAL

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PACIFIC WEST

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HONOLULU

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HAWAII

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SCALE OF FEET

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THIS PROJECT

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PEARL HARBOR NATIONAL MEMORIAL VISITOR CENTER

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DOCK

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SHEET INDEX

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SHEET

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DWG

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DESCRIPTION

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COVER

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COVER SHEET

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GENERAL NOTES

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GEOTECHNICAL BORINGS

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CONSTRUCTION STAGING AND ACCESS ROUTE PLAN

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CONSTRUCTION STAGING AREA AT VISITOR CENTER

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CONSTRUCTION STAGING AREA AT FORD ISLAND RAMP

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LEGEND AND ABBREVIATIONS

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SURVEY CONTROL

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SHORESIDE DOCK EROSION CONTROL PLAN

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SHORESIDE DOCK DEMOLITION PLAN

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DOCK AND MOORING SYSTEM PLAN - PHASE 1

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STRUCTURAL GENERAL NOTES & DOCK-SIDE BRACKET

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STRUCTURAL STANDARD CONCRETE DETAILS

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EXISTING CONCRETE ABUTMENT REPAIRS

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DOCK DECK PLAN AND ELEVATIONS

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DOCK FLOATATION MODULE PLAN AND SECTIONS

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GANGWAY SECTIONS AND DETAILS

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FLOATING DOCK GUARDRAIL DETAILS

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MISCELLANEOUS DETAILS

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MOORING SYSTEM DETAILS 1

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SPECIAL INSPECTIONS

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REPLACE SHORESIDE DOCK AND MOORING SYSTEM

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REVISION

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QUALITY DESIGN CERTIFICATION

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MARK

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INITIAL

AutoCAD SHX Text PREPARED IN ACCORDANCE WITH PRELIMINARY DESIGN (TITLE I) DRAWING NO. ________________ VARIANCE FROM PRELIMINARY DESIGN (TITLE I) APPROVED BY SUPERINTENDENT ON DATE: ___________ CONSTRUCTION DRAWING NOT PRECEDED BY PRELIMINARY DESIGN (TITLE I)

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DATE

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PROJECT MANAGER

PMIS-264852

1. GENERAL

1.1. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA REGULATIONS.

SEE SPECIFICATION SECTION 01 35 23 - SAFETY REQUIREMENTS FOR ADDITIONAL SAFETY

REQUIREMENTS AND CONTRACTOR PROVIDED SUBMITTALS.

1.2. THE CONTRACTOR SHALL HAVE A DESIGNATED PROJECT SUPERINTENDENT OR

REPRESENTATIVE ON SITE AT ALL TIMES DURING CONSTRUCTION.

1.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL CONDITIONS

CONTAINED IN PROJECT RELATED PERMITS AND IN OBTAINING ANY OTHER PERMITS THAT

MAY BE REQUIRED. SEE SPECIFICATION SECTION 01 31 00 - PROJECT MANAGEMENT AND

COORDINATION FOR ADDITIONAL PERMIT REQUIREMENTS AND CONTRACTOR PROVIDED

SUBMITTALS.

1.4. CONTRACTOR SHALL CONDUCT FIELD REVIEW AND VERIFY ALL LINES, LEVELS AND

CONDITIONS PRIOR TO BEGINNING OF ANY WORK. SUBMIT TO CONTRACTING OFFICER A

LIST OF IDENTIFIED PROBLEM AREAS. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES

AND COORDINATE WITH CONTRACTING OFFICER REGARDING THE RELOCATION OF

EXISTING UTILITIES AS NEEDED.

1.5. ALL MATERIALS, REQUIRED FOR THE COMPLETE EXECUTION OF THE PROJECT, SHALL BE

FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

1.6. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION

OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS.

1.7. EXISTING FACILITIES INCLUDING, BUT NOT LIMITED TO THE PARK, ROADS, WALLS, FENCES

AND STRUCTURES DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO

MATCH ORIGINAL CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER

WITHOUT ADDITIONAL COST TO THE GOVERNMENT.

1.8. THE CONTRACTOR SHALL DEVELOP A LAYDOWN AND STAGING PLAN FOR REVIEW AND

APPROVAL BY NPS CONTRACTING OFFICER AND THE US NAVY.

1.9. NATIONAL PARK SERVICE POINTS OF CONTACT

CONTRACTING OFFICER (CO):

GREG PASSIG

NATIONAL PARK SERVICE

PHONE (303) 328-1992

GREGORY_PASSIG@NPS.GOV

CONTRACTING OFFICER'S REPRESENTATIVE (COR):

DARYL LINDEMAN

12795 W. ALAMEDA PARKWAY

LAKEWOOD, CO 80225

PHONE (303) 987-6629

EMAIL: DARYL_LINDEMAN@NPS.GOV

PARK FACILITY MANAGER:

GLEN FICKBOHM

PEARL HARBOR NATIONAL MEMORIAL

1845 WASP BLVD, BUILDING #176, HONOLULU, HI 96818

PHONE (808) 280-8144

PARK SUPERINTENDENT:

SCOTT BURCH, PERL SUPERINTENDENT

PEARL HARBOR NATIONAL MEMORIAL

1845 WASP BLVD, BUILDING #176, HONOLULU, HI 96818

PHONE (808) 725-6146

EMAIL: SCOTT_BURCH@NPS.GOV

NATIONAL PARK SERVICE ENGINEER:

SCOTT HENRICKSON, REGIONAL CIVIL ENGINEER

909 FIRST AVENUE, SUITE 500

SEATTLE, WA 98104

PHONE (206) 220-4258

EMAIL: SCOTT_HENRICKSON@NPS.GOV

1.10. REFERENCE DRAWINGS

NPS DRAWING SET # 017-80,910 FOR REPLACEMENT OF SHORESIDE DOCK, JUNE 1998.

2. PARK NOTES

2.1. THE PROJECT SITE RESIDES WITHIN A NATIONAL PARK THAT ALSO RESIDES WITHIN AN

ACTIVE US NAVAL MILITARY INSTALLATION, THE PEARL HARBOR NAVAL COMPLEX (PHNC)

AND ENVIRONMENTALLY PROTECTED WATERS OF PEARL HARBOR, HAWAII. U.S. NAVY

RESTRICTIONS MAY APPLY TO SITE ACCESS SUCH AS FORD ISLAND, KILO 10-11 PIER,

NAVIGATION THROUGH THE WATERS OF PEARL HARBOR, AND PASSAGE BENEATH THE

FORD ISLAND DRAWBRIDGE. TO AFFECT THE WORK NPS CONTRACTING OFFICER TO MAKE

INITIAL CONTACTS AND COORDINATION WITH AGENCIES, THEN CONTRACTOR TO FOLLOW

UP BY SIMILARLY CONTACTING AND COORDINATING WITH THE U.S. NAVY, U.S. COAST

GUARD AND ANY OTHER GOVERNMENT AGENCY HAVING JURISDICTION OVER THE

NAVIGABLE WATERS OF PEARL HARBOR.

FOR U.S. NAVY FACILITY COORDINATION AND PORT OPERATIONS, CALL JEFF ZIEMER

JBPHH PORT OPERATIONS INSTALLATION PROGRAM MANAGER AT (808) 473-2608.

FOR SECURITY CLEARANCES CONTACT LT RYAN WELLS AT (808) 861-2110.

2.2. COORDINATE WITH THE CONTRACTING OFFICER ON THE SHUT-DOWN CLOSURE SCHEDULE

OF THE WEST OR EAST HALF OF THE VISITOR'S CENTER SHORESIDE DOCK AS REQUIRED.

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER A MINIMUM OF 48 HOURS

NOTICE TO MAKE THE SWITCHOVER FROM ONE DOCK TO THE OTHER. SWITCHOVER OF

DOCKS SHALL TAKE NO MORE THAN 24 HOURS. THE PARK WILL BE IN CONTINUOUS USE BY

THE PUBLIC. THE CONTRACTOR SHALL COOPERATE FULLY WITH THE NATIONAL PARK

SERVICE WWII VALOR IN THE PACIFIC NATIONAL MONUMENT FACILITIES MANAGER.

2.3. CONTRACTOR PERSONNEL REPLACING THE SHORESIDE DOCK SHALL NOTIFY THE NAVY

HARBOR CONTROL TOWER (HCT) VIA VHF CHANNEL 69, AND SPECIFICALLY REQUEST “NO

WAKE” IN THE VICINITY OF THE DOCK. THE HCT WILL THEN NOTIFY ALL BOAT OPERATORS

IN THE AREA. THE “NO WAKE” WILL REMAIN IN EFFECT UNTIL REPORTED TO THE HCT THAT

MAINTENANCE OR REPAIRS ARE COMPLETE.

2.4. THE CONTRACTOR SHALL RESTORE DAMAGE CAUSED BY HIS/HER OPERATIONS TO

ORIGINAL CONDITION OR BETTER AT HIS/HER OWN EXPENSE. ALL RESTORATION WORK IS

TO BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS.

2.5. CONTRACTOR SHALL MAINTAIN FIRE DEPARTMENT ACCESS ROUTES AT ALL TIMES.

2.6. CONTRACTOR SHALL PROTECT LAWN AND LANDSCAPE AREAS DURING CONSTRUCTION.

3. CONSTRUCTION

3.1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS, 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, FOUND AT:

( https://www.honolulu.gov/rep/site/dpp/rules/standard-specifications-counties-state-hawaii.pdf ).

3.2. THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH JEFF ZIEMER, JBPHH PORT

OPERATIONS INSTALLATION PROGRAM MANAGER AT (808) 473-2608, PRIOR TO ANY

EXCAVATION WITHIN NPS/NAVY FACILITIES.

3.3. SOME CONSTRUCTION ELEMENTS WILL REQUIRE PERFORMANCE OF PRE-CONSTRUCTION

CLEARANCE SURVEYS.

3.4. HOURS OF WORK

3.4.1. 7:00 AM TO 5:00 PM WEEKDAYS, AND AS PER PROJECT SPECIFICATIONS.

3.5. HOURS FOR EQUIPMENT DELIVERY

3.5.1. EQUIPMENT DELIVERY, SUPPLY DELIVERY AND SERVICE/FUELING VEHICLES SHALL

ONLY ENTER AND EXIT SITE WORK AREAS BY THE APPROVED ACCESS ROADS DURING

NORMAL WORKING HOURS. EQUIPMENT DELIVERY, SUPPLY DELIVERY OR

SERVICE/FUELING VEHICLES SHALL ONLY OCCUR BETWEEN 8:00 AM AND 3:30 PM,

MONDAY THROUGH FRIDAY. DELIVERIES OUTSIDE OF THESE HOURS SHALL BE

APPROVED AND COORDINATED WITH THE CONTRACTING OFFICER.

3.6. DAILY COMMUNICATIONS

3.6.1. CONTRACTOR SHALL MAINTAIN FREQUENT COMMUNICATIONS, AT LEAST DAILY, WITH

THE CONTRACTING OFFICER TO DISCUSS DETAILS OF IMPLEMENTATION, ORDER OF

WORK, METHODS OF MINIMIZING ENVIRONMENTAL IMPACTS AND OTHER RELEVANT

COMPONENTS OF CONSTRUCTION. THERE WILL BE COMMUNICATION WITH THE

CONTRACTOR'S ENVIRONMENTAL MONITOR AT LEAST ONCE PER WEEK EITHER IN A

MEETING WITH THE CONTRACTING OFFICER OR INDIRECTLY THROUGH THE

CONTRACTING OFFICER.

3.6.2. THE CONTRACTOR SHALL RADIO PORT OPS TOWER PRIOR TO, AND THE AFTER THE

COMPLETION OF, ALL IN WATER WORK ON A DAILY BASIS.

3.7. OFF-SITE TRAFFIC RESTRICTIONS AND SITE ACCESS

3.7.1. SEE SHEETS G3, G4 AND G5 FOR DESIGNATED ROUTES AND ENTRY POINTS FOR

ACCESS TO THE SITE BY PERSONNEL AND EQUIPMENT. NO OTHER ROUTE MAY BE

USED WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SIGNS, BARRICADES,

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

FOR THE PROTECTION, CONVEYANCE, AND SAFETY OF THE PUBLIC.

3.8. CLEANING, TRASH, DEBRIS, AND STORAGE

3.8.1. SEE PROJECT PERMITS AND SPECIFICATIONS INCLUDING SECTION 01 57 23

UNDER-AN-ACRE POLLUTION PREVENTION.

3.8.2. THE SITE SHALL BE KEPT FREE OF TRASH AT ALL TIMES. ALL ITEMS USED FOR

CONSTRUCTION PURPOSES SHALL BE REMOVED FROM THE SITE AT THE COMPLETION

OF CONSTRUCTION.

3.8.3. STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT ON STREETS WILL NOT BE

PERMITTED.

3.8.4. CONSTRUCTION EQUIPMENT, TOOLS, ETC. SHALL NOT BE CLEANED OR RINSED INTO

A STREET, GUTTER, STORM DRAIN OR HARBOR.

3.8.5. A CONTAINED AND COVERED AREA ON-SITE SHALL BE USED FOR STORAGE OF

CEMENT BAGS, PAINTS, FLAMMABLE, OILS, FERTILIZERS, PESTICIDES, OR ANY OTHER

MATERIALS THAT HAVE POTENTIAL FOR BEING DISCHARGED TO THE STORM DRAIN

SYSTEM AND HARBOR BY WIND OR IN THE EVENT OF A MATERIAL SPILL.

3.8.6. ALL TEMPORARY ON-SITE CONSTRUCTION STOCKPILES SHALL BE SECURELY

COVERED WITH A TARP OR OTHER DEVICE TO CONTAIN DEBRIS.

3.8.7. CONCRETE TRUCKS AND CONCRETE FINISHING OPERATIONS SHALL NOT DISCHARGE

WASH WATER INTO THE STREET GUTTERS, OR THE PROTECTED WATERS OF PEARL

HARBOR.

3.9. UTILITY LOCATION

3.9.1. LOCATIONS OF ALL EXISTING UTILITIES MAY NOT BE SHOWN OR ARE SHOWN AS

APPROXIMATE ONLY. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN

WORKING NEAR THE UTILITIES ANY AND ALL DAMAGE SHALL BE IMMEDIATELY

REPAIRED AND/OR RESTORED TO ITS ORIGINAL CONDITION BY THE CONTRACTOR AT

HIS/HER EXPENSE. UTILITIES INCLUDE, BUT ARE NOT LIMITED TO ELECTRICAL,

SEWER, WATER, AND COMMUNICATION.

3.9.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION, DEPTH

AND HEIGHT. THEIR VERIFICATION SHALL BE COORDINATED BY THE CONTRACTOR

WITH THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COOPERATE

WITH UTILITY OWNERS TO EXPEDITE THE RELOCATION OR ADJUSTMENT OF THEIR

UTILITIES TO MINIMIZE INTERRUPTION OF SERVICE AND DUPLICATION OF WORK. THE

CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING UTILITIES AND

SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKS AND/OR LEAKS. IF DAMAGE

OCCURS, THE CONTRACTOR SHALL REPAIR UTILITY AT NO ADDITIONAL EXPENSE TO

THE GOVERNMENT.

3.10. PROPOSED MODIFICATIONS TO PLANS OR SPECIFICATIONS

3.10.1. ANY DEVIATIONS FROM PLANS AND SPECIFICATIONS NEEDS TO BE COMPLETED

AND/OR APPROVED BY DESIGN ENGINEER AND CONTRACTING OFFICER PRIOR TO

IMPLEMENTATION.

3.10.2. SHOULD DISCREPANCIES EXIST BETWEEN ANY ACTUAL ELEVATIONS OR HORIZONTAL

POSITIONS AND THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER.

3.11. UNDERWATER OBSTRUCTIONS

3.11.1. CONTRACTOR WILL CONFIRM THE PRESENCE OF UNDERWATER OBSTRUCTIONS

SUCH AS CONCRETE BLOCKS AND ANCHOR CHAINS, PRIOR TO PROCEEDING WITH

THE WORK AND PROVIDE THESE LOCATIONS ON AS-BUILT RECORD DRAWINGS.

4. PERMITTING

4.1. COMPLIANCE WITH REGULATORY PERMITS

4.1.1. THE CONTRACTOR SHALL COMPLETELY REVIEW, BE FAMILIAR WITH AND ADHERE TO

THE TERMS OF ALL REGULATORY PERMITS AND AGENCY APPROVALS FOR THIS

PROJECT, INCLUDING THE U.S. ARMY CORPS OF ENGINEERS, SECTION 404,

NATIONWIDE PERMIT #3. COPIES OF ALL PERMITS WILL REMAIN AVAILABLE AT THE

PROJECT SITE THROUGHOUT THE DURATION OF CONSTRUCTION.

4.1.2. NPS FURNISHED REGULATORY PERMIT: U.S. ARMY CORPS OF ENGINEERS, SECTION

404, NATIONWIDE PERMIT #3, FILE NO. POH-202-00158. SEE SPECIFICATION SECTION

01 31 00 PROJECT MANAGEMENT AND COORDINATION FOR PERMIT REQUIREMENTS

AND CONDITIONS.

4.2. COMPLIANCE WITH COUNTY AND STATE PERMITS

4.2.1. CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT AND LICENSE FEES, ACQUISITION OF

AND COMPLIANCE WITH ANY RELEVANT COUNTY OR STATE PERMITS AS NEEDED FOR

THE PROPOSED CONSTRUCTION ACTIVITIES.

4.2.2. NPS FURNISHED STATE PERMIT: STATE OF HAWAII, CLEAN WATER BRANCH, SECTION

401, BLANKET APPROVAL. SEE SPECIFICATION SECTION 01 31 00 PROJECT

MANAGEMENT AND COORDINATION FOR PERMIT REQUIREMENTS AND CONDITIONS.

4.2.3. CONTRACTOR FURNISHED PERMITS: INCLUDING, BUT NOT LIMITED TO, TRAFFIC AND

ENCROACHMENT PERMITS RELATED TO THE DELIVERY AND HAULING OF

CONSTRUCTION EQUIPMENT AND MATERIALS, AND TRAFFIC CONTROL MEASURES

(TRAFFIC SAFETY PLAN). THE CONTRACTOR MUST FOLLOW ALL PERTINENT

REQUIREMENTS FOR HAULING LARGE VEHICLES OR EQUIPMENT TO THE PROJECT

SITE. IF A COUNTY, STATE, OR CITY ROAD IS USED FOR HEAVY EQUIPMENT

TRANSPORT OR WIDE LOADS, PERTINENT CLEARANCES MUST BE OBTAINED

5. ENVIRONMENTAL

5.1. AIR QUALITY AND CONSTRUCTION NOISE RESTRICTIONS

5.1.1. SEE PROJECT SPECIFICATION SECTION 01 57 19.12 - NOISE AND ACOUSTICS

MANAGEMENT FOR NOISE RESTRICTION LEVELS AND OTHER REQUIREMENTS.

5.1.2. THE CONTRACTOR AT HIS/HER OWN EXPENSE SHALL KEEP THE PROJECT AREA AND

SURROUNDING AREAS FREE FROM DUST NUISANCE. THE WORK SHALL BE IN

CONFORMANCE WITH THE AIR POLLUTION STANDARDS AND REGULATIONS OF THE

STATE OF HAWAII, DEPARTMENT OF HEALTH. THE STATE SHALL INDICATE

SUPPLEMENTARY MEASURES IF REQUIRED.

5.1.3. THE CONTRACTOR SHALL IMPLEMENT MEASURES TO REDUCE CONSTRUCTION NOISE

INCLUDING: ENSURING THAT ALL CONSTRUCTION EQUIPMENT HAS SOUND-CONTROL

DEVICES AT LEAST AS EFFECTIVE AS THOSE ORIGINALLY SUPPLIED BY THE

MANUFACTURER AND THAT NO EQUIPMENT WITH AN UNMUFFLED EXHAUST IS

OPERATED; LIMITING CONSTRUCTION ACTIVITIES TO SPECIFIED TIMES; AND

PROHIBITING UNNECESSARY WARMING UP, IDLING, OR ENGINE REVVING OF GAS OR

DIESEL POWERED EQUIPMENT OR VEHICLES.

5.1.4. THE CONTRACTOR SHALL REFER TO CHAPTER 46 PUBLIC HEALTH REGULATIONS,

DEPARTMENT OF HEALTH, STATE OF HAWAII, "COMMUNITY NOISE CONTROL" IN

WHICH MAXIMUM ALLOWABLE NOISE LEVELS HAVE BEEN SET. IF THE

CONSTRUCTION ACTIVITIES FOR THIS PROJECT WILL EXCEED THE ALLOWABLE

NOISE LEVELS, THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A PERMIT FROM

THE DIRECTOR OF PUBLIC HEALTH. THE CONTRACTOR SHALL OBTAIN A COPY OF

CHAPTER 46 AND BECOME FAMILIAR WITH THE NOISE LEVEL RESTRICTIONS AND THE

PROCEDURES FOR OBTAINING A PERMIT FOR CONSTRUCTION ACTIVITIES.

APPLICATION AND INFORMATION ON VARIANCES ARE AVAILABLE AT THE

ENVIRONMENTAL HEALTH SERVICES DIVISION, 2827 WAIMANO HOME ROAD, HALE OLA

BUILDING, HONOLULU, HI 96782 OR BY TELEPHONE (808) 586-4304.

5.2. CONTAMINATION PREVENTION RESTRICTIONS

5.2.1. THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO AVOID ANY SPILLS OR

LEAKS ON THE SITE FROM PETROLEUM PRODUCTS. THE CONTRACTOR SHALL

PREPARE A SPILL PREVENTION AND RESPONSE PLAN THAT WILL BE APPROVED BY

THE CONTRACTING OFFICER AND CONTRACTOR'S ENVIRONMENTAL MONITOR, AS

WELL AS LEAD AGENCIES. THIS SHALL BE IMPLEMENTED AND ADHERED TO BY THE

CONTRACTOR. AT A MINIMUM, THIS PLAN SHALL REQUIRE THAT STAGING, STORAGE,

AND REFUELING AREAS AND ANY EQUIPMENT REPAIR OR SIMILAR ACTIVITY TAKE

PLACE WHEN EQUIPMENT IS AT LEAST 100-FEET FROM ANY HARBOR, WETLAND,

DITCH, POND, OR FENCED SENSITIVE AREA. REFUELING SHALL ONLY OCCUR IN

AREAS APPROVED BY THE CONTRACTING OFFICER OR CONTRACTOR'S

ENVIRONMENTAL MONITOR.

5.2.2. STAGING AND STORAGE AREAS SHALL OCCUR ONLY IN DESIGNATED AREAS: ANY

STAGING OR STORAGE IN WETLANDS OR OTHER SENSITIVE HABITATS WILL REQUIRE

PRIOR APPROVAL FROM THE CONTRACTING OFFICER OR CONTRACTOR'S

ENVIRONMENTAL MONITOR.

5.2.3. PROTECTIVE TARPS SHALL BE USED DURING REFUELING OR EQUIPMENT REPAIR.

THE CONTRACTOR SHALL INSPECT AND FULLY CLEAN UP ANY SUCH LEAKS OR SPILLS

THAT OCCUR ON THE SITE.

5.2.4. ANY EQUIPMENT THAT HAS BEEN PREVIOUSLY USED IN AN AREA KNOWN TO CONTAIN

INVASIVE SPECIES SHALL BE SANITIZED PRIOR TO ITS USE AND CLEANED AFTER USE

BEFORE BEING MOVED TO A NEW LOCATION.

5.2.5. CONTRACTOR SHALL CONDUCT ROUTINE INSPECTIONS OF ALL VESSELS FOR THE

PRESENCE OF NON-NATIVE SPECIES GROWING ON THE HULL (AND BILGE) OF THE

VESSEL PRIOR TO CONDUCTING WORK IN A DIFFERENT AREA OF OPERATION.

5.2.6. THE CONTRACTOR SHALL MONITOR FOR FUEL AND OIL LEAKS FROM THEIR VESSELS.

IF THE CONTRACTOR PLANS TO BE AWAY FROM THE JOBSITE FOR A PERIOD OF

GREATER THAN 48 HOURS, CONTRACTOR SHALL PULL THEIR BOATS FROM THE

WATER, OR RELOCATE VESSELS OFFSITE, TO REDUCE THE CHANCE OF FUEL SPILLS

ONSITE.

5.3. CULTURAL RESOURCE RESTRICTIONS

5.3.1. IF ANY ITEMS OF POTENTIAL CULTURAL OR ARCHEOLOGICAL SIGNIFICANCE ARE

ENCOUNTERED DURING EXCAVATION OPERATIONS, CONSTRUCTION WITHIN THIS

AREA SHALL BE HALTED IMMEDIATELY, AND THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER.

5.3.2. PURSUANT TO CHAPTER 6E, HAWAII REVISED STATUTES, 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 AT 1-808-692-8015. IN

ADDITION, FOR NON-CITY PROJECTS, THE CONTRACTOR SHALL INFORM THE CIVIL

ENGINEERING BRANCH, DEPARTMENT OF PLANNING AND PERMITTING AT

1-808-768-8084.

5.4. WATER POLLUTION AND RESTRICTIONS

5.4.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE

APPLICABLE PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL

STANDARDS CONTAINED IN THE HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER

54, "WATER QUALITY STANDARDS" AND TITLE 11, CHAPTER 55, "WATER POLLUTION

CONTROL", AS WELL AS CHAPTER 14 OF THE REVISED ORDINANCES OF HONOLULU

1990, AS AMENDED. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED AT ALL

TIMES DURING CONSTRUCTION.

5.4.2. 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.

6. BEST MANAGEMENT PRACTICES (WORK AROUND WATER)

A. MEASURES INDICATED ON PLANS TO WASTE WATER AND OTHER POLLUTANTS SHALL BE IN PLACE / INSTALLED BEFORE ANY DEMOLITION OR CONSTRUCTION IS INITIATED (I.E. PILE OR DOCK

REMOVAL). THESE MEASURES SHALL BE PROPERLY CONSTRUCTED AND MAINTAINED

THROUGHOUT THE CONSTRUCTION PERIOD. REFER TO THESE DRAWINGS AND "CITY AND

COUNTY OF HONOLULU STORMWATER BEST MANAGEMENT PRACTICE MANUAL, CONSTRUCTION,"

NOVEMBER 2011, FOUND AT ( https://www.honolulu.gov/rep/site/dfmswq/library/BMP_manual_2011-11.pdf )

B. CONTRACTOR SHALL ADHERE TO BEST MANAGEMENT PRACTICES PRESCRIBED IN THE PROJECT PERMITS, SPECIFICATIONS, AND ESPECIALLY THE PROVISIONS OF "NS-14 MATERIAL OVER WATER" AND "NS-15 DEMOLITION ADJACENT TO WATER" AS PRESCRIBED IN THE "CITY AND COUNTY OF

HONOLULU STORMWATER BEST MANAGEMENT PRACTICE MANUAL, CONSTRUCTION," NOVEMBER

2011, FOUND AT ( https://www.honolulu.gov/rep/site/dfmswq/library/BMP_manual_2011-11.pdf ).

C. CONSTANT VIGILANCE SHALL BE KEPT FOR THE PRESENCE OF ESA-LISTED MARINE SPECIES DURING ALL ASPECTS OF THE PROPOSED ACTION, PARTICULARLY IN-WATER ACTIVITIES SUCH AS

BOAT OPERATIONS, DIVING, AND DEPLOYMENT OF ANCHORS AND MOORING LINES.

6.1. THE PROJECT MANAGER SHALL DESIGNATE AN APPROPRIATE NUMBER OF COMPETENT

OBSERVERS TO SURVEY THE AREAS ADJACENT TO THE PROPOSED ACTION FOR

ESA-LISTED MARINE SPECIES.

6.2. SURVEYS SHALL BE MADE PRIOR TO THE START OF WORK EACH DAY, AND PRIOR TO

RESUMPTION OF WORK FOLLOWING ANY BREAK OF MORE THAN ONE HALF HOUR.

PERIODIC ADDITIONAL SURVEYS THROUGHOUT THE WORK DAY ARE STRONGLY

RECOMMENDED.

6.3. ALL WORK SHALL BE POSTPONED OR HALTED WHEN ESA-LISTED MARINE SPECIES ARE

WITHIN 50 YARDS OF THE PROPOSED WORK, AND SHALL ONLY BEGIN/RESUME AFTER THE

ANIMALS HAVE VOLUNTARILY DEPARTED THE AREA. IF ESA-LISTED MARINE SPECIES ARE

NOTICED WITHIN 50 YARDS AFTER WORK HAS ALREADY BEGUN, THAT WORK MAY

CONTINUE ONLY IF, IN THE BEST JUDGMENT OF THE PROJECT SUPERVISOR, THAT THERE

IS NO WAY FOR THE ACTIVITY TO ADVERSELY AFFECT THE ANIMAL(S). FOR EXAMPLE;

DIVERS PERFORMING SURVEYS OR UNDERWATER WORK WOULD LIKELY BE PERMISSIBLE,

WHEREAS OPERATION OF HEAVY EQUIPMENT IS LIKELY NOT.

6.4. SPECIAL ATTENTION WILL BE GIVEN TO VERIFY THAT NO ESA-LISTED MARINE ANIMALS ARE

IN THE AREA WHERE EQUIPMENT OR MATERIAL IS EXPECTED TO CONTACT THE

SUBSTRATE BEFORE THAT EQUIPMENT/MATERIAL MAY ENTER THE WATER. THIS INCLUDES

THE REQUIREMENT TO LIMIT ANCHORING TO SANDY AREAS WELL AWAY FROM CORAL.

6.5. ALL OBJECTS WILL BE LOWERED TO THE BOTTOM (OR INSTALLED) IN A CONTROLLED

MANNER. THIS CAN INCLUDE THE USE OF BUOYANCY CONTROLS SUCH AS LIFT BAGS, OR

THE USE OF CRANES, WINCHES, OR OTHER EQUIPMENT THAT AFFECT POSITIVE CONTROL

OVER THE RATE OF DESCENT.

6.6. IN-WATER TETHERS, AS WELL AS MOORING LINES FOR VESSELS AND MARKER BUOYS

SHALL BE KEPT TO THE MINIMUM LENGTHS NECESSARY, AND SHALL REMAIN DEPLOYED

ONLY AS LONG AS NEEDED TO PROPERLY ACCOMPLISH THE REQUIRED TASK.

6.7. WHEN PILOTING VESSELS, VESSEL OPERATORS SHALL ALTER COURSE TO REMAIN AT

LEAST 100 YARDS FROM WHALES, AND AT LEAST 50 YARDS FROM OTHER MARINE

MAMMALS AND SEA TURTLES.

6.8. REDUCE VESSEL SPEED TO 10 KNOTS OR LESS WHEN PILOTING VESSELS AT OR WITHIN

THE RANGES DESCRIBED ABOVE FROM MARINE MAMMALS AND SEA TURTLES. OPERATORS

SHALL BE PARTICULARLY VIGILANT TO WATCH FOR TURTLES AT OR NEAR THE SURFACE IN

AREAS OF KNOWN OR SUSPECTED TURTLE ACTIVITY, AND IF PRACTICABLE, REDUCE

VESSEL SPEED TO 5 KNOTS OR LESS.

6.9. IF DESPITE EFFORTS TO MAINTAIN THE DISTANCES AND SPEEDS DESCRIBED ABOVE, A

MARINE MAMMAL OR TURTLE APPROACHES THE VESSEL, PUT THE ENGINE IN NEUTRAL

UNTIL THE ANIMAL IS AT LEAST 50 FEET AWAY, AND THEN SLOWLY MOVE AWAY TO THE

PRESCRIBED DISTANCE.

6.10. MARINE MAMMALS AND SEA TURTLES SHALL NOT BE ENCIRCLED OR TRAPPED BETWEEN

MULTIPLE VESSELS OR BETWEEN VESSELS AND THE SHORE.

6.11. DO NOT ATTEMPT TO FEED, TOUCH, RIDE, OR OTHERWISE INTENTIONALLY INTERACT WITH

ANY ESA-LISTED MARINE SPECIES.

6.12. ENDANGERED SPECIES REPORTING. INCIDENTS WHERE ANY INDIVIDUALS OF GREEN SEA

TURTLE, HAWKSBILL SEA TURTLE, LOGGERHEAD SEA TURTLE, AND HAWAIIAN MONK SEAL,

LISTED BY NOAA FISHERIES AS THREATENED OR ENDANGERED UNDER THE ENDANGERED

SPECIES ACT APPEAR TO BE INJURED OR KILLED AS A RESULT OF DISCHARGES OF

DREDGED OR FILL MATERIAL INTO WATERS OF THE U.S. OR STRUCTURES OR WORK IN

NAVIGABLE WATERS OF THE U.S. AUTHORIZED BY THE ARMY CORPS NATIONWIDE PERMIT

(NWP) SHALL BE REPORTED TO NOAA FISHERIES, OFFICE OF PROTECTED RESOURCES AT

(301) 713-1401 AND THE REGULATORY OFFICE OF THE HONOLULU DISTRICT, U.S. ARMY

CORPS OF ENGINEERS AT (808) 835-4303. THE FINDER SHOULD LEAVE THE ANIMAL ALONE,

MAKE NOTE OF ANY CIRCUMSTANCES LIKELY CAUSING THE DEATH OR INJURY, NOTE THE

LOCATION AND NUMBER OF INDIVIDUALS INVOLVED AND TAKE PHOTOGRAPHS IF

POSSIBLE. ADULT ANIMALS SHOULD NOT BE DISTURBED UNLESS CIRCUMSTANCES ARISE

WHERE THEY ARE OBVIOUSLY INJURED OR KILLED BY DISCHARGE EXPOSURE OR SOME

UNNATURAL CAUSE. THE FINDER MAY BE ASKED TO CARRY OUT INSTRUCTIONS PROVIDED

BY NOAA FISHERIES, OFFICE OF PROTECTED RESOURCES, TO COLLECT SPECIMENS OR

TAKE OTHER MEASUREMENTS TO ENSURE THAT EVIDENCE INTRINSIC TO THE SPECIMEN IS

PRESERVED.

D. NO CONTAMINATION OF THE MARINE ENVIRONMENT SHALL RESULT FROM PROJECT-RELATED

ACTIVITIES.

6.12 A CONTINGENCY PLAN TO CONTROL TOXIC MATERIALS IS REQUIRED.

6.13 APPROPRIATE MATERIALS TO CONTAIN AND CLEAN POTENTIAL SPILLS SHALL BE STORED

AT THE WORK SITE, AND BE READILY AVAILABLE.

6.14 ALL PROJECT-RELATED MATERIALS AND EQUIPMENT PLACED IN THE

WATER SHALL BE FREE OF POLLUTANTS.

6.15 THE PROJECT MANAGER AND HEAVY EQUIPMENT OPERATORS SHALL PERFORM DAILY

PRE-WORK EQUIPMENT INSPECTIONS FOR CLEANLINESS AND LEAKS. ALL HEAVY EQUIPMENT

OPERATORS SHALL BE POSTPONED OR HALTED SHOULD A LEAK BE DETECTED, AND SHALL

NOT PROCEED UNTIL THE LEAK IS REPAIRED AND EQUIPMENT CLEANED.

6.16 FUELING OF LAND-BASED VEHICLES AND EQUIPMENT SHALL TAKE PLACE AT LEAST 50 FEET

AWAY FROM THE WATER, PREFERABLY OVER AN IMPERVIOUS SURFACE. FUELING OF

VESSELS SHALL BE DONE AT APPROVED FUELING FACILITIES.

6.17 TURBIDITY AND SILTATION FROM PROJECT-RELATED WORK SHALL BE MINIMIZED AND

CONTAINED THROUGH THE APPROPRIATE USE OF EROSION CONTROL PRACTICES,

EFFECTIVE SILT CONTAINMENT DEVICES, AND THE CURTAILMENT OF WORK DURING

ADVERSE WEATHER AND TIDAL/FLOW CONDITIONS.

6.18 A PLAN SHALL BE DEVELOPED TO PREVENT DEBRIS AND OTHER WASTES FROM ENTERING

OR REMAINING IN THE MARINE ENVIRONMENT DURING THE PROJECT.

7. BEST MANAGEMENT PRACTICES (WORK ON LAND)

7.1. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO START OF

PROJECT AND IT SHALL BE MAINTAINED UNTIL THE COMPLETION OF THE PROJECT AS

FOLLOWS:

A. TEMPORARY STABILIZED CONSTRUCTION ENTRANCE

B. CONCRETE WASHOUT AREA

C. FILTER SOCK AND/OR SILT FENCES AT WORK AREA PERIMETERS

D. INLET GUARD PROTECTION AT EXISTING CATCH BASINS

7.2. MEASURES INDICATED ON PLANS TO CONTROL EROSION AND OTHER POLLUTANTS SHALL

BE IN PLACE/INSTALLED BEFORE ANY CONSTRUCTION/TRENCHING IS INITIATED (i.e. INLET

PROTECTION). THESE MEASURES SHALL BE PROPERLY CONSTRUCTED AND MAINTAINED

THROUGHOUT THE CONSTRUCTION PERIOD. REFER TO "CITY AND COUNTY OF HONOLULU

STORMWATER BEST MANAGEMENT PRACTICE MANUAL, CONSTRUCTION," NOVEMBER 2011,

FOUND AT ( https://www.honolulu.gov/rep/site/dfmswq/library/BMP_manual_2011-11.pdf ).

7.3. ALL CONTROL MEASURES SHALL BE PERIODICALLY INSPECTED, WEEKLY AND AFTER EACH

RAIN EVENT AT THE MINIMUM. ANY EROSION CONTROL MEASURE NOT INSTALLED

PROPERLY SHALL BE IMMEDIATELY REPAIRED.

7.4. GOOD HOUSEKEEPING SHALL BE UTILIZED TO ENSURE PROTECTION OF ROADWAYS FROM

MUD, DIRT AND DEBRIS.

7.5. ENTRANCE FOR INGRESS/EGRESS OF CONSTRUCTION STAGING AND OPERATIONS AREAS

SHALL BE PROVIDED WITH A MINIMUM 20' LONG x 12' WIDE TRACKOUT CONTROL MAT.

7.6. THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION VEHICLES ARE

SUFFICIENTLY CLEANED OFF SO THAT DIRT OR DEBRIS IS NOT TRACKED OFF NON-PAVED

CONSTRUCTION AREAS. WASHING OF TIRES WITH WATER WILL NOT BE ACCEPTABLE

UNLESS THE RUNOFF IS CONTAINED AND DOES NOT ENTER THE STORM DRAIN SYSTEM.

7.7. NO STOCKPILING OF EXCAVATED TRENCH MATERIALS ALLOWED WITHIN THE ROADWAY

PAVEMENT AREA.

7.8. DURING CONSTRUCTION, DUST POLLUTION SHALL BE KEPT TO A MINIMUM.

7.9. INSTALL SILT FENCES AROUND CONSTRUCTION STAGING AND OPERATIONS AREAS AS

REQUIRED TO PREVENT SILT RUNOFF.

7.10. INSTALL TEMPORARY SEDIMENT CONTROL FILTERS AT CATCH BASINS AND DRAIN INLETS

WHICH MAY RECEIVE RUNOFF FROM THE CONSTRUCTION WORK.

7.11. THE CONTRACTOR SHALL REMOVE SEDIMENT FILTERS AND BARRIERS DURING ABOVE

AVERAGE RAINFALL EVENTS AND REPLACE THEM AFTER THE EVENT HAS PASSED.

7.12. ANY DIRT OR GRASSED AREA DISTURBED SHALL BE RESTORED BY SEEDED HYDRO-MULCH.

7.13. TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENT

CONTROLS ARE IN PLACE AND ESTABLISHED. FILTERS AND BARRIERS SHALL BE REMOVED

WHEN NO LONGER REQUIRED, AND ONLY AFTER THE DISTURBED WORK AREA IS

COMPLETELY STABILIZED.

7.14. AT THE END OF CONSTRUCTION, CONTRACTOR SHALL INSPECT ALL CATCH BASINS, DRAIN

INLETS, AND DRAIN MANHOLES LOCATED NEAR THE PROJECT SITE. ANY ACCUMULATED

SEDIMENT AND DEBRIS FOUND IN THE STORM DRAIN STRUCTURES SHALL BE REMOVED.

FLUSHING INTO THE DRAIN STRUCTURES IS PROHIBITED.

GENERAL NOTES

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STAGING AREA NOTES

1. SECURITY PASSES FOR ACCESS TO NAVY PROPERTY SHALL BE IN

ACCORDANCE WITH SPECIFICATION SECTION 01 11 41 .

2. THE ALPHA LANDING ON FORD ISLAND OR THE KILO 10-11 PIER ARE

POTENTIAL SITES TO TEMPORARILY MOOR THE OLD OR NEW

FLOATING DOCK PENDING APPROVAL OF NAVY AND NPS.

PEARL HARBOR VISITOR CENTER

TRUE NORTH

NAVY BOAT LAUNCH

STAGING AREA

ACCESS ROUTE

(OPTION 2)

BOAT LAUNCH RAMP

STAGING AREA

(SEE SHEET G5)

KILO 10-11 PIER

ALPHA LANDING

PROJECT SITE / DOCK

ACCESS ROUTE

(OPTION 1)

ACCESS ROUTE

(OPTION 3)

PROJECT SITE

STAGING AREA

(SEE SHEET G4)

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BOUY

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LAKE ERIE STREET

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PIERCE STREET

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MOORE STREET

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SPRUANCE STREET

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ARIZONA STREET

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KAMEHAMEHA HIGHWAY

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AVOGET STREET

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LEXINGTON BOULEVARD

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LISCOME BAY

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GANNET STREET

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WASP BOULEVARD

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RANGER LOOP

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SAN JACINTO STREET

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WASP BOULEVARD

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TANKS

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DRIVEWAY

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DRIVE WAY

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DRIVEWAY

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DRIVEWAY

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HAMMONDS PORT STREET

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ABELE STREET

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COE STREET

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ULITHI ROAD

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ENTERPRISE STREET

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FRANKLIN AVENUE

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JARVIS STREET

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QUINCY AVENUE

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LUAPELE ROAD

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PIERCE STREET

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SAINT LO AVENUE

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OKLAHOMA ST.

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NORTH ROAD

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HURT AVENUE

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KITTYHAWK STREET

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KAMEHAMEHA HIGHWAY

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LANGLEY AVENUE

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HUNTER STREET

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SHANE STREET

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KUAHUA AVENUE

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NEOSHO AVENUE

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MAKALAPA DRIVE

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CRAIG STREET

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DEALEY CIRCLE

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ASTORIA AVENUE

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HORNET AVENUE

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COWPENS STREET

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CROMWELL CIRCLE

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ATLANTA STREET

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ESSEX STREET

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NIMITZ STREET

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HURT AVENUE

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NORTH ROAD

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LEXINGTON BOULEVARD

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NORTHHAMPTON AVENUE

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PIERCE STREET

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NECHES AVENUE

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OAKLEY ROAD

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SAN JUAN AVENUE

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NORTH ROAD

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INDEPENDENCE STREET

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GILMORE STREET

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BOLE STREET

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EDGE STREET

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KUAHUA AVENUE

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UTAH STREET

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CLARK STREET

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GAFFNEY STREET

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ULITHI ROAD

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HORNET AVENUE

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VINCENNES AVENUE

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POKOMOKE STREET

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SIMMS STREET

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BLOCK ISLAND STREET

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MORTON STREET

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HALAWA DRIVE

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INTREPID BOULEVARD

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DOWNES STREET

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HALAWA DRIVE

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MAKALAPA DRIVE

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MAKALAPA DR

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File details come from the government source that posted it. Updated Apr 2, 2021.