2022-4-21_KHPRC Agenda Packet COUNTY OF KAUA‘I
Minutes of Meeting
OPEN SESSION
Board/Commission: Kaua‘i Historic Preservation Review
Commission
Meeting Date March 17, 2022
Location Zoom Teleconference Start of Meeting: 1:39 p.m. End of Meeting: 3:28 p.m.
Present Chair Carolyn Larson. Commissioners: James Guerber, Gerald Ida, Susan Remoaldo and Aubrey Summers.
Deputy County Attorney Stephen Hall. Planning Department Staff: Deputy Director Jodi Higuchi Sayegusa, Planner Marisa Valenciano,
and Commission Support Clerk Duke Nakamatsu. Office of Boards and Commissions: Administrator Ellen Ching and Commission
Support Clerk Sandra Muragin.
Excused Vice Chair Stephen Long.
Absent
SUBJECT DISCUSSION ACTION
Meeting was delayed due to Commissioner Summers and Commissioner Guerber late arrivals.
A.Call To
Order
Chair Larson called the meeting to order at 1:39 p.m.
B.Roll Call Deputy Director Jodi Higuchi Sayegusa verified attendance by roll call and requested a verbal
response;
Commissioner Guerber replied here.
Commissioner Ida replied here.
Commissioner Remoaldo replied here.
Commissioner Summers replied here.
Vice Chair Long was excused.
Chair Larson replied here.
Quorum was established with
five commissioners present.
C.Approval of
the Agenda
Mr. Guerber moved to approve
the March 17, 2022 agenda, as
circulated. Ms. Summers
seconded the motion. Motion
carried 5:0.
D.Approval of
the Minutes
1. January 27, 2022
Ms. Remoaldo requested page 9, number four, correct “in tack” to “intact”.
Ms. Summers moved to
approve the amended January
27, 2022 minutes with a
correction on page 9, “in tack”
DRAFT To Be Approved
D1
04/21/22
Kaua‘i Historic Preservation Review Commission
Open Session
March 17, 2022 Page 2
SUBJECT DISCUSSION ACTION
2. February 17, 2022
Ms. Remoaldo requested page 8, top sentence, correct “swell” to “swale”; page 9, third paragraph
from bottom, correct “monitory” to “monitoring”; page 14, last paragraph, correct “board batten”
to “board and batten”; page 15, number 10, correct “asked” to “answered”.
Ms. Summers requested page 5, number 9, correct “temporary” to “second”.
Chair Larson confirmed with Mr. Ida and requested page 9, second paragraph from the bottom, to
add “without an archaeological monitor” to the end of “He was adamant that there should be no
ground disturbance”. Sentence should read “He was adamant that there should be no ground
disturbance without an archaeological monitor”.
to “intact”. Ms. Remoaldo
seconded the motion. Motion
carried 5:0.
Ms. Summers moved to
approve the amended February
17, 2022, minutes with the
following corrections; page 5,
“temporary” to “second; page
8, “swell” to “swale”; page 9,
“monitory” to “monitoring”;
page 9, add “without an
archaeological monitor”; page
14, “board batten” to “board
and batten”; page 15, “asked”
to “answered”. Ms. Remoaldo
seconded the motion. Motion
carried 5:0.
E.
Communications Ms. Higuchi Sayegusa said the commission was transmitted the following five written
testimonies by email at 11:30 a.m. today;
1. Nancymae Chandler emailed 3/16/22 at 5:22 p.m.
2. Nancymae Chandler emailed 3/17/22 at 8:18 a.m.
3. Ashley Gutierrez emailed 3/17/22 at 9:49 a.m.
4. Ashley Gutierrez emailed 3/17/22 at 10:22 a.m.
5. Brandi Melissa Miller emailed 3/17/22 at 10:43 a.m.
Mr. Guerber moved to
acknowledge receipt of five
written public testimony
distributed 3/17/22 at 11:30
a.m. by email. Mr. Ida
Kaua‘i Historic Preservation Review Commission
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March 17, 2022 Page 3
SUBJECT DISCUSSION ACTION
She said the written testimonies would be uploaded onto the Kaua‘i Historic Preservation Review
Commission (KHPRC) webpage after the meeting.
seconded the motion. Motion
carried 5:0.
F. Public
Comment
Ms. Higuchi Sayegusa opened the floor for the public to orally testify and went through the list of
registered testifiers.
Roslyn Cummings 808-635-7520 – Ms. Higuchi Sayegusa discovered the person on the call was
not Roslyn Cummings, but later identified herself as Elizabeth Okinaka.
Elizabeth Okinaka 808-635-7520 – Ms. Okinaka said she was part of “Ola Kapa Hawai‘i” and
stated that many families were concerned about the Weke road property because less than one
year ago iwi was found, and the remains were mishandled. She recommended archaeological
monitoring and that community input be allowed. She also requested to not approve the plans.
Nancymae Chandler – Ms. Chandler testified that the Weke road property and other properties
along Weke road have desecrated their kupuna ancestors. She said the community and kupuna
were also unaware of the Hanalei bridge project. Another female kupuna who was with Ms.
Chandler testified that the Weke road property permit should not be approved because iwi was
still buried in the area. The female kupuna said the Hanalei bridge needs to be revisited because
due to technology they were not informed of any public meetings on the Hanalei bridge project
and it would impact Hanalei, Wainiha and Hā‘ena residents. She said access across the bridge
should be closed to everyone but residents. The female kupuna inquired who the cultural
consultants were because they were not notified of any public meetings.
Ms. Higuchi Sayegusa said KHPRC discussed the Hanalei bridge project last month. She said
the 106 process was still on-going and advised they submit their comments to the Hawai‘i State
Department of Transportation.
Ms. Higuchi Sayegusa asked if anyone else from the public wanted to testify to raise their virtual
hand. There was no response.
Chair Larson thanked the testifiers and commented that she understood the difficulty and
challenges and hoped in-person meetings could be restored soon. Ms. Higuchi Sayegusa
Kaua‘i Historic Preservation Review Commission
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March 17, 2022 Page 4
SUBJECT DISCUSSION ACTION
responded and announced the county was moving to in-person meetings starting in April and
with no further comments moved on to the next agenda item.
G. Consent
Calendar
There were none.
H. Unfinished
Business
H.1. Hawai‘i Department of Transportation and Federal Highways Administration
Programmatic Agreement for Minor Hawai‘i Historic Bridge Projects Statewide.
National Historic Preservation Act, Section 106: Consultation with Native Hawaiian
Organizations and Potential Consulting Parties. [Director’s report received and deferred 3/18/22;
Supplemental #1 to the Director’s report received and deferred 11/18/21; Supplemental #2 to the
Director’s report received and deferred 1/27/22]
a. Supplemental #3 to the Director’s report pertaining to this matter.
Planner Marisa Valenciano shared the following;
• The commission reviewed this project several times and were asked to submit
comments on the draft Programmatic Agreement (PA) at the January meeting.
• The project was at the stage where they were now compiling comments from different
entities.
• Exhibit A contained comments from Chair Larson to integrate best practices and
evaluate certain activities that could warrant a higher tier level.
• Request the commission review Exhibit A and add any other comments.
• The commission’s action for the project was to;
o Provide comments
o Defer comments until more information becomes available.
Barbara Shidler of Mason Architects reviewed the following with the commission and with her
was Pua Aiu Hawai‘i Department of Transportation (HDOT) Project Manager.
• They were now in the process of receiving comments through April.
• Comments would be collated and available on their website.
• A draft PA with edited best practices material should be completed by the end of this year
for the commission to review.
• Ms. Shidler addressed some of Chair Larson’s comments;
Kaua‘i Historic Preservation Review Commission
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SUBJECT DISCUSSION ACTION
o Who are qualified professionals – Secretary of the Interior’s Standards for
Rehabilitation.
o Describe what constitutes a qualified professional – reference federal laws. Chair
Larson responded that those could be placed in the glossary.
o What is the Certification Form – attachments were being developed and should be
completed in the next iteration.
o Include general illustration – they intend to include.
o Add a materials section – Ms. Shidler asked for clarification. Chair Larson
explained she did not know some of the materials mentioned.
• Would work with Ms. Valenciano to communicate questions to the commissioners.
• Ms. Aiu said she would take the public comments on the Hanalei bridge project back to
HDOT.
• Advised the commission to follow the projects progress on the website that contained all
comments and updated documents.
Mr. Guerber moved to transmit
Exhibit A comments submitted
by Chair Carolyn Larson to the
Hawai‘i Department of
Transportation and Federal
Highways Administration
Programmatic Agreement for
Minor Hawai‘i Historic Bridge
Projects Statewide. Ms.
Remoaldo seconded the
motion. Motion carried 5:0.
Mr. Guerber moved to defer
the Hawai‘i Department of
Transportation and Federal
Highways Administration
Programmatic Agreement for
Minor Hawai‘i Historic Bridge
Projects Statewide until a
Kaua‘i Historic Preservation Review Commission
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March 17, 2022 Page 6
SUBJECT DISCUSSION ACTION
future date when they are
ready to return, possibly at the
end of the year. Ms. Summers
seconded the motion. Motion
carried 5:0.
H.2. 3 Palms LLC
Douglas Baldwin Beach House Improvements
Property Address: 5242 Weke Road
Tax Map Key: (4) 5-5-002:107
Hanalei, Hawai‘i
Consideration of a Class 1 Zoning Permit for garage renovations and the addition of an outdoor
shower. [Director’s report received 1/27/22]
a. Supplemental #1 to the Director’s report pertaining to this matter.
Ms. Valenciano shared the following;
• Review and comment on the garage door alternative.
• The commission’s action for the project was to;
o Support the project
o Recommend approval of the permit(s) to the Planning Department with
conditions
o Recommend denial of the permit(s) to the Planning Department
o Recommend defer action on the permit(s)
• Read portions of the Director’s Report dated March 17, 2022.
Ian Jung had internet problems and presented the following by audio phone;
• Submitted an alternative option for the garage door that the commission requested at the
last meeting.
• Drove through the neighborhood and there were very little samples of garage doors.
• During a cesspool to septic conversion the property had an archaeologist monitor at the
site and there were no human remains found. He speculated that the public testifiers
referred to another property across the street.
Kaua‘i Historic Preservation Review Commission
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SUBJECT DISCUSSION ACTION
Questions
• Mr. Ida asked Mr. Jung if he was involved with the property across the street. Mr. Jung
replied he was not, but Nancy McMahon was the consultant, and he did not know the
details.
• Ms. Remoaldo asked if he had any photographs of the various neighborhood garage
doors to show the commission. Mr. Jung said it was a visual drive thru and he wasn’t
comfortable taking pictures of private homes.
Mr. Jung shared sketches of garage door options that was shown to his client. The client picked
the option that was presented for their review and consideration.
• Ms. Remoaldo asked for the time period of the alternative garage door. Mr. Jung wasn’t
positive but vertical lines were popular in the 1920-30’s.
• Ms. Remoaldo asked if the alternative garage door represented a later time period. Mr.
Jung said properties in that area did not have comparable.
Ms. Summers moved to accept
the alternative garage door
option, as presented for the 3
Palms LLC, Douglas Baldwin
Beach House Improvements
Property Address: 5242 Weke
Road, Tax Map Key: (4) 5-5-
002:107, Hanalei, Hawai‘i. Mr.
Guerber seconded the motion.
Motion carried 5:0.
J. General
Business
Matters
1. Historic American Buildings Survey (HABS) Overview
Ms. Valenciano shared the following;
• There was no action required for this agenda item
• The commission was asked to gather information and ask questions
• A future meeting would be planned to figure out how to take the information and
Kaua‘i Historic Preservation Review Commission
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SUBJECT DISCUSSION ACTION
transform it into a tool that outlined minimum requirements to mitigate projects that
could have potential effects.
The presenters were Hawai‘i Historic Foundation (HHF) Executive Director Kiersten Faulkner,
HHF Historic Architect Virginia Murison and Mason Architects Director of Research Polly Tice.
Ms. Faulkner shared that Hawai‘i Historic Foundation was a statewide nonprofit organization
founded in 1974. They work with community groups, agencies, and commissions to preserve and
tell the story of historic buildings and the key component was documentation.
Ms. Tice presented a power point on Historic American Building Survey (HABS) Overview
Presentation to Kaua‘i Historic Preservation Commission Thursday, March 17, 2022.
• What are Historic American Building Surveys (HABS): HABS was one of three written
reports that document historic properties. HABS document buildings, HAER (Historic
American Engineer Record) document bridges, roads, industrial facilities, and HALS
(Historic American Landscape Survey) documents landscape and irrigation.
o Federal program
o Hard copies and 4x5 film negatives were housed at the Library of Congress and
available online
• What are HABS standards: Secretary of the Interior’s Standards and Guidelines for
Architectural and Engineering documentation
o Illustrate what was significant or valuable
o Prepared accurately from reliable sources
o Reproducible, durable and in standard size
o Report clear and concise
• What are HABS/HAER/HALS used for: Used for permanent record of important sites.
Used as mitigation for State Historic Preservation Division in response to section 106
adverse effect or HRS 6e effect determination.
• What is mitigation: Five forms of mitigation to record historic buildings before altered or
demolished:
o Preservation
Kaua‘i Historic Preservation Review Commission
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SUBJECT DISCUSSION ACTION
o Architectural recordation
o Archaeological data recovery
o Historical data recovery
o Ethnographic documentation
• How is the level and type of recordation determined: Listed a step-by-step process
• HABS levels: Three levels
o Level I – most extensive level of documentation
o Level II – average level of documentation
o Level III – lowest level of documentation
• Written Historical and Descriptive Data: Formats of written documentation
• Measured Drawings: Precise illustrations that capture existing irregularities
• Existing Drawings and Sketch Plans: Floor plans or existing drawings
• Archival B&W Photography (4x5 negatives): Black and white film photos
• More information:
o Library of Congress: https://www.loc.gov/pictures/collection/hh/
o National Park Service: https://www.nps.gov/hdp/habs/index.htm
Questions
1. Mr. Ida inquired why 4x5 negatives were still used when there have been advancements in
photography. Ms. Tico did not know but responded that it could be that they could safely
store and preserve 4x5 negatives.
2. Chair Larson asked if they accept digital copies. Ms. Tico replied she would have to
confirm but they probably accept digital copies by disc.
3. Chair Larson asked if there was a camera that took digital pictures and produced negatives
at the same time. Ms. Tico replied she wasn’t aware; however, ability to develop and
process film negatives were only done on the east coast of the mainland.
Ms. Faulkner said owners could request documentation and it didn’t need to be because of
mitigation. She said the Haraguchi Rice Mill conducted a HAER documentation right before
hurricane Iwa knocked the building down and because of the HAER report Haraguchi Rice Mill
was able to be rebuilt exactly as it was.
Kaua‘i Historic Preservation Review Commission
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SUBJECT DISCUSSION ACTION
4. Chair Larson asked for the cost of the HABS report for the Kaua‘i Police building which
was not extensive and Kekaha Sugar Mill which was very extensive. Ms. Tico replied she
did not have the exact amounts, but her average cost ranged around $12,000 for a HABS
report and measured drawings could cost two to three times an average cost.
5. Chair Larson asked if 3D imaging technology was used. Ms. Tico replied that 3D imaging
was not required or a standard for a HABS report.
6. Chair Larson asked if 3D imaging could be used to rebuilt. Ms. Tico responded 3D
imaging could be used to rebuilt but it was not a requirement of HABS.
7. Chair Larson asked if she knew the price range of a 3D imaging scan. Ms. Tico replied she
did not.
8. Chair Larson asked if there was a top 10 list of sites that should have documentation
drawings done. Ms. Tico replied it was a good idea but wasn’t sure. Ms. Faulkner
responded individual owners such as museums document their building. Ms. Tico said the
NPS (National Park Service) had a program, but it was not widespread.
9. Chair Larson asked if there were other standards or what else could be done besides a
HABS report. Ms. Tico replied that for mitigation it would be a historic context study.
Ms. Valenciano stated the commission wanted to understand a HABS documentation and how to
provide a more HABS like report as minimum requirement for projects that need mitigation. The
next step for the commission would be to come up with a report or flow chart that would trigger a
HABS like study.
Ms. Tico responded that SHPD (State Historic Preservation Division) would request a RLS
(Reconnaissance Level Survey) form as mitigation. RLS was an extensive survey form
specifically used to identify and value property. Ms. Tico volunteered to send a copy for the
commission to review and said it may also be on the SHPD website.
With no further questions, Chair Larson thanked the presenters for their presentation and moved
on to the next agenda item.
K.
Announcements
Ms. Higuchi Sayegusa announced the following;
Kaua‘i Historic Preservation Review Commission
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March 17, 2022 Page 11
SUBJECT DISCUSSION ACTION
• Duke Nakamatsu was the official primary contact for KHPRC.
• In person meetings would resume in April and it would be setup for hybrid meetings.
• No meeting in May.
L. Selection of
Next Meeting
Date and
Agenda Topics
(April 21, 2022)
Next meeting was scheduled for Thursday, April 21, 2022
Ms. Valenciano said it was too early to confirm agenda items.
M.
Adjournment
With no further business to conduct, Chair Larson called for a motion to adjourn.
Mr. Ida moved to adjourn the
meeting. Ms. Summers
seconded the motion. Motion
carried 5:0.
Chair Larson adjourned the
meeting at 3:28pm
Submitted by: _______________________________________ Reviewed and Approved by: _________________________________________
Sandra M. Muragin, Commission Support Clerk Carolyn Larson, Chair
( ) Approved as circulated.
( ) Approved with amendments. See minutes of _____ meeting.
1
Marisa Valenciano
From:Jiabao Chen <JChen@kaihawaii.com>
Sent:Tuesday, March 15, 2022 12:05 PM
To:Marisa Valenciano
Cc:Planning Department
Subject:KHPRC Consultation for Christian Crossing Bridge Repair
Attachments:Christian_Bridge_Phase 1_KHPRC_Letter_2022-03-15.pdf; Christian_Bridge_Phase 1_Permit Set.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
CAUTION: This email originated from outside the County of Kauai. Do not click links or open attachments even if the sender is known
to you unless it is something you were expecting.
Dear Ms. Valenciano:
KAI Hawaii, Inc. is providing the Agribusiness Development Corporation (ADC), State of Hawaii, with
rehabilitation design for Christian Crossing Bridge (Kauai).
Please find attached consultation letter (with photos and location maps) and design plan set.
We invite KHPRC to review our plans and provide any comments that you may have.
Please feel free to contact me if you have any questions.
Thanks,
Jiabao Chen, P.E.
Direct Line: (808) 791‐3945
Fax: (808) 533‐2686
jchen@kaihawaii.com
50 S. Beretania Street, #C‐119C
Honolulu, HI 96813
I.1.
04/21/22
KAI HAWAII, INC. | 50 S. Beretania Street, #C-119C | Honolulu, Hawaii 96813 |
March 15, 2022
Kauai Historic Preservation Review Commission
c/o County of Kauai Planning Department
4444 Rice Street, Suite A473
Līhu'e, Kauai 96766
Attention: Ms. Marisa Valenciano
Subject: Christian Crossing Bridge Repair, Phase 1 (Deck Repair)
Lihue District, Kauai, Hawaii
TMK (4)3-9-002:001 and (4)3-9-002:031
Dear Marisa:
KAI Hawaii, Inc. is providing the Agribusiness Development Corporation (ADC), State of Hawaii,
with rehabilitation design of the subject bridge (Fig.1 and 2). We are submitting our design plans
to your office for review and comments.
The ADC administered “Kalepa Lands” between Lihue and Kapaa and behind Kalepa Ridge. The
Christian Crossing Bridge is part of the Common Element Road of the Kalepa lands (see Location
Map). The bridge is reached from Maalo Road on the Lihue side. The area is prone to flooding
and the bridge was covered by water several times in the past years, which caused erosion and
structural damage.
The Christian Crossing Bridge is not open to public traveling, and the bridge regular users are
mostly the farmers and ranchers.
The bridge is a one-span structure that is 31.5 ft. wide and 30 ft. long. The superstructure consists
of four cast-in-place concrete girders with a composite concrete deck. There are no as-built plans
for this bridge. The year of built is unknown but it should be over 50 years old based on the field
observation.
The proposed scope of work in this phase 1 includes install a new concrete girder and partial bridge
deck slab to replace the upstream girder that was heavily damaged from debris hitting the bridge
during heavy floods. A steel plate will be added to the new upstream girder to protect the concrete
girder from future debris impact.
The new girder and deck section will be the same dimensions as the existing bridge. No ground
disturbing activity is anticipated. Also, the bridge is not listed on the national or Hawaiʻi registries
- 2 -
and the proposed deck repair work will not affect the aesthetic appearance of the subject bridge.
ADC has submitted the Section 6E-8 consultation to the State Historic Preservation (SHPD) (case
no. 2022PR00229) on Feb. 22, 2022, and we are waiting for SHPD’s review and concurrence with
the ADC’s determination of “No Historic Properties Affected”.
Enclosed is the following information to assist you in your review:
Photos of the Existing bridge.
Location map and TMK map
Design plans (14 sheets total)
We invite you to review our plans and provide any comments that you may have.
Sincerely,
Jiabao Chen
KAI Hawaii, Inc.
Direct Phone: (808) 791-3945
Email: jchen@kaihawaii.com
CC: Ken Nakamoto
Agribusiness Development Corporation, State of Hawaii
235 South Beretania Street, Suite 205
Honolulu, Hawaii 96813
Ken.T.Nakamoto@hawaii.gov
Figure 1 View of Christian Crossing Bridge (Upstream)
Figure 2 Existing Bridge Overview
Figure 3 Heavily Damaged Bridge Girder to be replaced
Figure 4 Existing Bridge Deck
SUBJECT: Christian Crossing Bridge Repair, Phase 1 (Deck Repair)
February 22, 2022
Christian Crossing Bridge - Location Map
SUBJECT: Christian Crossing Bridge Repair, Phase 1 (Deck Repair)
February 22, 2022
Christian Crossing Bridge – TMK Map
Project Area
Scope for Phase 2 – Scour Repair
1.Repair the South Abutment Apron
2.Repair Apron (North-East Corner)
3. Fill Voids with Grout
DEREK S.K. KAWAKAMI, MAYOR MICHAEL A. DAHILIG, MANAGING DIRECTOR
4444 Rice Street, Suite A473 • Līhu‘e, Hawai‘i 96766 • (808) 241-4050 (b) An Equal Opportunity Employer
DEPARTMENT OF PLANNING
KA‘ĀINA HULL, DIRECTOR JODI A. HIGUCHI SAYEGUSA, DEPUTY DIRECTOR
Kaua‘i County Historic Preservation Review Commission
(KHPRC)
DIRECTOR’S REPORT
I. SUMMARY
Action Required by KHPRC: Memorialize any comments on the proposed
improvements to repair upstream damages to the Christian Crossing Bridge.
KHPRC actions may include the following:
a. Support for the project without comments.
b. Provide comments in a response letter.
c. Defer comments until more information becomes available.
II. PROJECT INFORMATION
Parcel
Location:
Hanamāʻulu in the Līhu‘e District, Hawai‘i
Tax Map
Key(s):
(4) 3-9-002:001 and
(4) 3-9-002:031
Area: N/A
Age of
Structures
The exact age of the Christian Crossing Bridge is unknown, but
likely to be historic and over 50 years of age.
Agency State of Hawai‘i Agribusiness Development Corporation (ADC)
III. PROJECT DESCRIPTION AND BACKGROUND
Phase I of the proposed scope of work involves repairing an existing bridge that is
accessible from Maalo Road on the Līhu‘e side. Due to frequent flooding and
heavy debris, the upstream portion of the bridge sustained structural damages that
need to be addressed. Although not accessible to the public, the bridge currently
provides access for local farmers and ranchers who have permission to traverse
on ADC lands.
The current bridge is a one-span concrete structure that is 31.5 ft. wide and 30 ft.
long and consists of four cast-in-place concrete girders with a composite concrete
deck.
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
HRS 6E-8- State of Hawai‘i Agribusiness Development Corporation (ADC)
Christian Crossing Bridge Repairs
Tax Map Key: (4) 3-9-002:001 and (4) 3-9-002:031
HPRC-2022-20
Page 2
As represented, the proposed scope of work includes demolishing the upstream
concrete girder and a portion of the concrete deck and replacing with a new
concrete girder and a partial bridge deck in the same place. In addition, a steel
plate will be added to the new upstream girder to protect the concrete girder from
future debris impact. The proposed improvements will have the same dimensions
as the existing bridge.
IV. HISTORICAL ANALYSIS
a. The Christian Crossing Bridge is not listed on the National or State Register
of Historic Places. In addition, the bridge is not included on the KHPRC
Inventory List. The exact age of the bridge is unknown; however, the Agency
believes the bridge to be historic based on field observations.
b. KHPRC review of this project is triggered pursuant to HRS 6E-8 which
involves publicly owned properties over 50 years old. Although this project is
subject to Chapter 343 for the use of state funding, the Agency has claimed a
Chapter 343 EA exemption.
c. The upstream bridge improvements will repair the structural damage and
reinforce the bridge to withstand future impact from heavy debris and
flooding. In addition, the proposed improvements will help to stabilize the
historic bridge and ensure safe crossing for local farmers and ranchers who
use the bridge.
d. As represented, the Agency intends to construct the new girder and partial
deck bridge to match the existing by building to the same dimensions and
using in-kind materials.
e. In conversations with the Agency, there will be a Phase II scope of work to
repair the abutments under the bridge. It is the Agency’s intent to return to
the commission for the Phase II scope of work if KHPRC review is warranted.
V. RECOMMENDATION
The Planning Department has no objections to the proposed project and
recommends that the Kaua‘i Historic Preservation Review Commission
provide any additional comments related to the proposed improvements.
The Commission is further advised that this report does not represent the Planning
Department’s final recommendation in view of the forthcoming public hearing
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
HRS 6E-8- State of Hawai‘i Agribusiness Development Corporation (ADC)
Christian Crossing Bridge Repairs
Tax Map Key: (4) 3-9-002:001 and (4) 3-9-002:031
HPRC-2022-20
Page 3
process whereby the entire record should be considered prior to decision making.
The entire record includes but is not limited to:
a. Government agency comments;
b. Testimony from the general public and interested others; and
c. The land owner’s response.
By _________________________________
MARISA VALENCIANO
Planner
Approved & Recommended to Commission:
By _________________________________
JODI A. HIGUCHI SAYAGUSA
Deputy Director of Planning
Date: ___________________
www.kauai.gov
4444 Rice Street Suite 175 • Līhu‘e, Hawai‘i 96766 • (808) 241-4883 (b) • (808) 241-6609 (f)
An Equal Opportunity Employer
ENGINEERING DIVISION
DEPARTMENT OF PUBLIC WORKS
THE COUNTY OF KAUA‘I
DEREK S. K. KAWAKAMI, MAYOR
MICHAEL A. DAHILIG, MANAGING DIRECTOR
TROY K. TANIGAWA
ACTING COUNTY ENGINEER
MICHAEL H. TRESLER
ACTING DEPUTY COUNTY ENGINEER
April 7, 2020
Transmitted by email via: dlnr.intake.shpd@hawaii.gov
Ms. Suzanne Case
Chairperson and State Historic Preservation Officer
Department of Land and Natural Resources
601 Kamokila Boulevard, Suite 555
Kapolei, Hawai‘i 96707
Attn: Mr. Alan Downer, Ph.D., State Historic Preservation Division Administrator
and Deputy State Historic Preservation Officer
Subject: Hawai‘i Revised Statutes Chapter 6E-8 and Hawai‘i Administrative Rules
13-275-(7)(a) Consultation and Request for Concurrence on Effect
Determination
Kōloa Bridge Rehabilitation Project
Island of Kaua‘i, District of Kona, Ahupua‘a of Kōloa
Tax Map Key(s):(4) 2-8-006:999; (4) 2-8-006:025; (4) 2-8-007:016; (4) 2-8-
008:041
Dear Ms. Case:
In accordance with Chapter 6E-8 of the Hawai‘i Revised Statutes (HRS 6E-8) and Hawai‘i
Administrative Rules (HAR) Chapter 13-275-5, the County of Kaua‘i’s Department of
Public Works (DPW) requests the State Historic Preservation Division’s (SHPD’s) review
of the proposed project and concurrence on a determination of “no historic properties
affected.” The proposed project will be completed with only County of Kaua‘i funds and is
not a federal action.
Project Overview
Kōloa Road Bridge (Kōloa Bridge, state bridge number 007270100828001) is located in
Old Kōloa Town, in the ahupua‘a of Kōloa, Island of Kaua‘i. The bridge carries Kōloa
Road over Waikomo Stream. Please refer to the enclosed map of the project location,
Figure 1A. In addition, Figure 5 shows the Tax Map Keys (TMKs) in this area.
I.2.
04/21/22
Ms. Suzanne Case
April 7, 2020
Page 2 of 10
Kōloa Bridge was constructed in 1928 and is 50 feet wide and 43 feet long. Please see
photos of the bridge, Figure 1B. There are three travel lanes on the bridge, one in each
direction and a left turn lane onto the mauka-bound side of Maluhia Road. The Kōloa
Bridge is a 2-span structure with seven (7) reinforced concrete girders supported at each
end by reinforced concrete abutments and in the middle by a reinforced concrete pier
wall. The bridge railings consist of a reinforced concrete parapet. There is an AC overlay
on top of the concrete deck that acts as the roadway. A 5-foot wide concrete sidewalk is
located at the downstream side of the bridge. 8-inch diameter utility lines run along either
side of girder one suspended by metal brackets. A 12-inch water line also runs beneath
the deck on the downstream side of girder 7. The invert of the channel is a natural, unlined
streambed.
As shown in Figure 2, most of the project area is within the County operational roadway
right-of-way. The bridge is approximately 50 feet wide in this area. For safety reasons,
guardrails would be installed on the mauka side of the bridge, at both ends of the bridge.
Each guardrail will be 12 feet long. On the west side of the bridge, it will be installed along
the edge of the gravel parking lot for the Kōloa Town Salon as shown in Figure 2 and
Figure 1B, Photo 5. This western guardrail will be within the County-owned roadway. A
second guardrail will be placed along the perpendicular gravel access road on the east
side of the bridge, as shown in Figure 2 and Figure 1B, Photo 6. This eastern guardrail
will extend up to about 8 feet beyond the exterior edge of the mauka bridge parapet and
into the adjacent private party, where the Old Sugar Mill of Kōloa, a National Historic
Landmark, is located. However, both guardrails will be installed in areas that have been
previously disturbed and will have minimal impact on the Landmark.
The proposed work area at the bridge is a total of approximately 0.2 acres which includes
a 10-foot buffer on each side of the bridge (mauka and makai) to access the underdeck
portions by foot and to work on the exterior faces of the parapets. The County of Kaua‘i
has coordinated with the private property owner on the mauka side regarding easement
and access for the guardrail installation. Due to the numerous historical properties in the
Old Sugar Mill of Kōloa boundaries, the contractor will be required to avoid disturbances
to this area. The contractor will coordinate construction duration property access and
laydown area details further with other nearby property owners.
Proposed Activity
The purpose of the proposed project is to rehabilitate Kōloa Bridge to repair the road
surface, fix spalls and delamination to prevent further loss of the exposed steel
reinforcement, bring the bridge strength up to current standards by repairing and
augmenting the beams, and add guardrails on the west and east sides of the bridge’s
mauka-side parapet along the steep embankments to prevent vehicles from falling into
the streambed.
Overall, the bridge is in fair condition (last inspection September 11, 2018). The upstream
and downstream concrete railings display delamination, abrasion and spalling
Ms. Suzanne Case
April 7, 2020
Page 3 of 10
throughout. The road surface shows wear with exposed coarse aggregate and potholes
in the Westbound lane. Delamination and spalling with and without exposed
reinforcement occur in the deck soffit at the upstream and downstream ends. Girders 1
and 7 exhibit broken exposed reinforcement and deep spalls. The east abutment and
east face of the pier wall experience abrasion near the splash zone exposing coarse
aggregate. Spalls containing exposed reinforcement occur at the upstream and
downstream ends of the abutments.
The proposed maintenance and structural repair work will consist of chipping or sawing
out the old concrete, installing reinforcement, patching with epoxy grout, patching mortar
or concrete and applying sealant.
Repairs for the two outside girders will increase their height. The girders are currently 2
feet high. The bottom four (4) to six (6) inches of each girder is spalling and delaminating.
Besides removing and replacing that portion at the bottom of the girders, another four (4)
to six (6) inches may need to be added in order to bring the bridge strength up to meet
current bridge design standards.
The road surface will be cleared and repaved within the area of the bridge only. Milling of
the existing surface will take place to remove all A/C and base course from the deck. A
new A/C overlay will be placed over the deck about 2 to 4 inches thick. The new pavement
will be restriped according to the restriping plans provided.
For safety reasons, guardrails would be installed on the mauka side of the bridge, at both
ends of the bridge. Each guardrail would be 12 feet long, and placed as shown in Figure
2. The guardrail lengths have been minimized to the extent possible. On the west side
the guardrail will be installed along the edge of the gravel parking lot for the Kōloa Town
Salon as shown in Figure 1B, Photo 5. As shown in Figure 1B, Photo 6, the eastern
guardrail will extend 8 feet within the Old Kōloa Sugar Mill property, which is a National
Historic Landmark; however, it will be installed in an area that has been previously
disturbed.
The interior of the bridge parapets is currently painted, although the painting scheme on
the mauka and makai parapets do not match. It should be noted that the bridge is painted
periodically by the community and not by the County of Kaua’i DPW. The project will color
match the existing parapets to appear similar to the existing painting scheme.
No permanent structures or temporary fill will be placed in the water. Access to the bridge
underdeck to conduct repair work would be from scaffolding placed on the ground or
would be established through scaffolding hung from the sides of the bridge as needed.
The County of Kaua‘i will coordinate with the affected private property owner(s) on the
mauka side of the bridge for construction access to install the guardrails. The County will
also obtain an easement for the future maintenance of the guardrails.
Historical, Cultural, and Archaeological Background
Kōloa Bridge carries Kōloa Road across Waikomo Stream in the middle of Old Kōloa
town, located in the ahupua’a of Kōloa. According to the 2013 State Historic Bridge
Ms. Suzanne Case
April 7, 2020
Page 4 of 10
Inventory and Evaluation (SHBIE), Kōloa Bridge and Kōloa Road were previously part of
the original Kaua‘i Belt Road, until superseded by the development of the highway
network.
Kōloa became the site of the first organized sugar plantation in Hawaiʻi. Perennially
flowing streams provided a resource for the development of an expansive agricultural
system mauka of today’s Kōloa town, in and around the general vicinity of the project.
Accounts of the early history of Kōloa describe its mauka lands as a seemingly
continuous, well-maintained, agricultural complex of taro, yams, sweet potato, and sugar
cane irrigated by an extensive auwai system (water channels for irrigation) siphoned off
Waikomo and Pōʻeleʻele streams (State of Hawai‘i DOT, 2016). Portions of this Kōloa
Field System functioned well into post-contact historic times (ca. 1880’s) and co-existed
with commercial sugar cane cultivation (Cultural Surveys Hawai‘i, 2003).
Although previous archaeological studies note that habitation and intensive irrigated
agriculture were widespread due to the Kōloa Field System, physical evidence of
intensive traditional Hawaiian use of lands mauka of Kōloa Town is generally lacking
(Cultural Surveys Hawai‘i, 2003). One study has attributed the lack of physical evidence
of traditional habitation to the general absence of rock. The silty clay and silty clay loam
soils in the vicinity are almost stone-free, and any traditional Hawaiian constructions likely
to endure in the environment would have to have been constructed of rock imported from
some distance away (Cultural Surveys Hawai‘i, 2003).
The 2009 Final Environmental Impact Statement (EIS) for the Kōloa-Po‘ipū Regional
Wastewater Reclamation Facility Project (WRF project), which studied the surrounding
area makai of town, indicates a long history of both pre- and post-contact land uses by
indigenous Hawai‘ians in the Kōloa area. According to historic properties and cultural
consultations documented in the 2009 Final EIS for the WRF project, any iwi kupuna
(human skeletal remains) or significant cultural or historic properties within the Kōloa area
are likely to be located in underground lava tubes.1
Historic Properties Within Project Area
Pursuant to HAR 13-275-2, historic property means, “any building, structure, object,
district, area or site, including heiau and underwater site, which is over fifty years old.” A
significant historic property means, “any historic property that meets the criteria of the
Hawai‘i register of historic places.”
The following discussion summarizes our findings from a review of previous
archaeological studies identify potential historic properties within the project area, to
evaluate their significance with respect to the Chapter 6E process, and to determine
effects on significant historic properties, if any. A list of sources reviewed is provided at
the bottom of this letter. A summary of these resources, their significance, and an initial
assessment of anticipated impact is provided below for Kōloa Bridge and Old Kōloa Sugar
1 Wilson Okamoto. 2009. Final Environmental Impact Statement, Kōloa-Po‘ipū Regional Wastewater
Reclamation Facility Project.
Ms. Suzanne Case
April 7, 2020
Page 5 of 10
Mill, which are both located within the proposed project area. Figure 3 provides a map of
these historic properties.
Other nearby sites are Smith Ditch (State Site No. 50-30-10-364) shown in Figure 3 and
Sueoka Market (no State Site number) located in Old Kōloa Town on the makai side of
the intersection of Kōloa Road and Maluhia Road. Smith Ditch is too far away and
separated by elevation to be directly or indirectly affected by the proposed project at Kōloa
Bridge, and the proposed bridge spall repair and roadway resurfacing will not affect the
buildings that comprise Old Kōloa Town. They are therefore not addressed in detail.
Kōloa Bridge
Designed by Kaua‘i County Engineer R. L. Garlinghouse and built in 1928, Kōloa Bridge
was part of the belt road system and eased traffic for Kōloa town, because it was wider
than most bridges of this time period. As noted in the State Historic Bridge Inventory and
Evaluation (SHBIE) (2013), the bridge has High Preservation Value and is potentially
eligible for the State and National Historic Registers under Criterion A as a prominent
product of the territorial government and the County of Kaua‘i’s public works program,
and for its significant contributions to the development of the island’s transportation
system and the early history of Kōloa town. The bridge is also eligible under Criterion C
for its association with early developments in concrete bridge construction in Hawai‘i.
This concrete Tee beam bridge retains its integrity and has not been altered. The SHBIE
also observes that its setting remains unchanged, although a new belt highway
constructed in the 1930’s by-passed the town. Despite weathering and damage over the
years, the high quality of workmanship is still evident in this bridge’s formwork and simple,
decorative elements, which includes a paneled parapet that is currently painted on the
interior sides only. The mauka and makai parapets do not have matching painting
schemes; DPW believes that community members have undertaking painting the bridge
on their own in recent years.
The SHBIE remarks further that “There is a definite historic feeling, due largely to the
bridge’s location in historic Kōloa Town. The association of this bridge with early county
bridge building on the first belt road, as well as with the history of Kōloa Town can easily
be interpreted.”
Although Kōloa Bridge is located on the original Kaua‘i Belt Road, Kōloa Road as a whole
no longer has sufficient integrity to be evaluated as part of the Kauaʻi Belt Road, due to
realignment and heavy modification over the years.2 This significance assessment and
evaluation of Kōloa Road as part of eligibility of the Kaua‘i Belt Road was documented in
the National Historic Preservation Act (NHPA) Section 106 consultation with the Historic
Hawai‘i Foundation (HHF) for the Maluhia Road and Kōloa Road Improvements Project.3
2 Kauaʻi Belt Road Nomination Form, Page 6.
3 Section 106 consultation letters for the Maluhia Road and Koloa Road Improvements Project. February
13, 2019 letter from DPW to the Historic Hawai‘i Foundation (HHF); February 28, 2019 response letter
from HHF to DPW.
Ms. Suzanne Case
April 7, 2020
Page 6 of 10
Old Sugar Mill of Kōloa (State Site No. 30-10-9302)
Adjacent to the Kōloa Bridge, but outside of the proposed project area, is the site of the
Old Sugar Mill of Kōloa. The Kōloa Road and Maluhia Road intersection mark the
southeast corner boundary of this property, which was listed on the National Register of
Historic Places in 1984 and is also a National Historic Landmark. Figure 3 and Figure 4
show the boundaries of this Landmark and its contributing features. According to the
National Park Service’s website, this landmark is open daily to visitors to see the remains
of structures associated with the former mill and a sculpture honoring former sugar
industry workers. 4
The mill was known for being the first successful large-scale sugar manufacturing
enterprise in the Hawaiian Islands. This historic site was described further in the following
way in the 2009 Final Environmental Impact Statement (EIS) for the Kōloa-Po‘ipū
Regional Wastewater Reclamation Facility Project (WRF project), which studied the
surrounding area:
Ladd and Company, the predecessor to the Kōloa Sugar Company, was the
first company to be somewhat successful in the production of sugar. This
company obtained a 50-year lease and water rights for about 1,000 acres
of land in Kōloa in 1835. The plantation provided worker housing, and
addressed medical needs, thereby establishing the foundations of the
plantation system which spread throughout the Islands and endured for over
100 years.
Initially, 25 acres of sugar cane were cultivated at Kōloa in a rudimentary
mill located at Maulili. Ladd and Company later constructed a larger sugar
mill in 1841 at Waihohonu on lands leased to the Kōloa Sugar Company.
The stone stack of this mill still stands in the heart of Kōloa town at the
intersection of Maluhia and Kōloa Roads. The Waihohonu Mill was updated
in 1853, and in 1869 became the first steam powered mill on Kaua‘i. It
fulfilled the sugar company’s needs for the remainder of the nineteenth
century and into the twentieth century. This mill’s location was the third and
final mill site used by the Kōloa Sugar Company. By 1912, it was apparent
that the Waihohonu factory was outdated and required extensive repairs.
The Kōloa Sugar Company subsequently decided to construct a new mill roughly 1.4
miles to the southeast in the ahupua‘a of Pā‘ā (known as the Kōloa Mill, which ultimately
ceased operations in 1996).5
4 National Park Service. “Old Sugar Mill of Koloa.” https://www.nps.gov/places/old-sugar-mill-of-koloa.htm .
5 Wilson Okamoto. 2009. Final Environmental Impact Statement for the Kōloa-Po‘ipū Regional
Wastewater Reclamation Facility Project
Ms. Suzanne Case
April 7, 2020
Page 7 of 10
Evaluation of Significance HAR, §13-275-6
Kōloa Bridge and the adjacent Old Sugar Mill of Kōloa are the identified historic properties
within the project area.
As described above, the Kōloa Bridge was evaluated within the 2013 SHBIE, which
determined that the bridge is eligible for the State and National Historic Registers under
Criteria A and C.
The Old Sugar Mill of Kōloa is listed on the NRHP and designated as a National Historic
Landmark. Its nomination papers signed in 1984 do not state its eligibility criteria, but this
historic resource was likely similarly eligible under Criteria A and C.
Effects to Significant Historic Properties, HAR §13-275-7
The proposed bridge spall repair would require no ground disturbance, and the proposed
guardrail installation work would require only minimal ground disturbance. The project
area is mostly restricted to the existing right-of-way on Kōloa Road.
The only project work beyond the boundaries of the County-owned roadway would be the
eastern guardrail, which would extend into the National Historic Landmark at the Old
Sugar Mill of Kōloa. The area has been previously disturbed for an access road to a
doctor’s clinic. Neither guardrail would be attached to the bridge or any character defining
features. The Old Sugar Mill property will not be used during construction for staging
equipment or as a laydown area. Figure 4 identifies the contributing features of the Old
Sugar Mill historic landmark in relationship to the project area. Note that the features
nearest to the project area are houses and outbuildings (Item #8 on Figure 4) and a real
estate office (Item #9 on Figure 4). None of these features nearest to the project area
contribute to the landmark’s significance, and Item #9 appears to be no longer extant.
Because this project is not a federal action, the requirements of 36 CFR 800.10(a) to
coordinate with the National Parks Service (NPS) do not apply.6
Due to the minimal scope and scale of the proposed work to repair the bridge itself,
minimal amount of ground disturbance, and lack of impact on the character defining
features of the Old Sugar Mill, DPW believes that no further archaeological or historical
work is needed within the project area, and the project is anticipated to result in no historic
properties affected.
A National Historic Preservation Act (NHPA) Section 106 consultation conducted in 2018
and 2019 for the Kōloa Road and Maluhia Road Improvements Project by the County of
Kaua‘i, which excluded work on Kōloa Bridge, found that because the Area of Potential
Effect (APE) is predominantly within an active roadway right-of-way (ROW), the likelihood
of encountering other surface historic, cultural, or archaeological resources is very limited.
As stated in a May 6, 2019, letter regarding that previous project from the Federal
Highway Administration (FHWA) to the Hawaiʻi State Historic Preservation Officer
(SHPO), previous studies in the surrounding area suggest that these types of resources
in the APE are unlikely given the historic and modern periods of agricultural, residential,
6 For reference, please see https://www.nps.gov/subjects/nationalhistoriclandmarks/faqs.htm.
Ms. Suzanne Case
April 7, 2020
Page 8 of 10
and other activities in the area. DPW believes that this conclusion similarly applies to the
currently proposed project.
Due to the relatively non-intrusive nature of the proposed bridge rehabilitation and
guardrail installation work, as well as the previous disturbance from the construction of
the bridge itself, the proposed project is unlikely to encounter archaeological resources
(i.e., pre-contact or native Hawaiian historic properties). The proposed bridge work will
require minimal ground disturbance, which will be primarily associated with the installation
of two 12-foot-long guardrails to protect motorists approaching the bridge. The proposed
action would not affect lava tubes (i.e., areas potentially containing sensitive pre-contact
historic resource) or any other known potentially sensitive historic resources (i.e., post-
contact). Any surface archaeological resources (i.e., pre-contact) in the vicinity were likely
destroyed by intensive nature of ground disturbance by sugar plantation activities.
Avoidance, Minimization, and Mitigation Policies, HAR §13-275-8
DPW commits to implementing the following mitigation measures, at a minimum, during
construction to avoid and minimize potential impacts to archaeological, cultural, and
historic resources:
• The historical look of the bridge will be preserved as the structure is repaired.
The cement and other materials will be matched in color, texture and general
appearance. The existing parapets are currently painted on the interior sides
only. The new guardrails will not be attached to the bridge.
• As previously stated, the project work would be conducted within the property
boundaries of the County owned roadway and bridge limits, with the exception
of one new guardrail. Upon completion of construction, the contractor will
remove all materials and return the area to its pre-construction condition.
• The contractor will not disturb the adjacent Old Sugar Mill of Kōloa site, with
the exception of the single guardrail installation within the site. The lengths of
both guardrails have been minimized as much as possible and will not affect
any character-defining features. No construction staging will be conducted on
this site.
• If cultural materials are discovered during construction, all earth-moving activity
within and around the immediate discovery area will be diverted until a qualified
archaeologist can assess the nature and significance of the find.
• If human remains are discovered, HAR Chapter 13-300 states that further
disturbances and activities shall cease in any area or nearby area suspected
to overlie remains, and SHPD and Police Department will be contacted. The
appropriate process would then proceed in conformance with HAR Chapter 13-
300 Subchapter 4 “Procedures for Proper Treatment of Burial Sites and Human
Skeletal Remains.”
Ms. Suzanne Case
April 7, 2020
Page 9 of 10
DPW will prevent the disturbance or taking of any historic property or resource to the
extent possible by instituting these and other mitigation measures identified during the
consultation and planning process.
Request for Review and Concurrence on Effect Determination
Based on the supporting discussion provided above, the Kauaʻi County DPW has
determined that the project would have no effect on significant historic properties.
Accordingly, pursuant to HAR 13-275-7(a)(1) DPW requests SHPD’s written concurrence
on the determination of no historic properties affected within 45 days of the receipt of this
letter, to Mr. Donald Fujimoto via email at dfujimoto@kauai.gov. In the absence of a
SHPD response by this date, DPW will presume SHPD’s concurrence with this
determination and will proceed with the proposed project.
Please feel free to contact Mr. Fujimoto by telephone at (808) 241-4882 if you have any
questions. We look forward to working with you on this project.
Sincerely,
Michael Moule, P.E.
Chief, Engineering Division
Enclosures:
Figure 1A – Location Map
Figure 1B – Bridge Photos
Figure 2 – Proposed Project Elements
Figure 3 – Historic, Archaeological, and Cultural Sites
Figure 4 – Old Kōloa Sugar Mill Boundaries, Contributing Features, and Project Area
Figure 5 – Tax Map Key
c:
Ikaika Kincaid, Consor
Nami Ohtomo, WSP
REFERENCES CITED:
Cultural Surveys Hawaiʻi, Inc., October 2003. Archaeological Inventory Survey in
Support of the Proposed Northern Leg of the Western Bypass Road, Kōloa Ahupuaʻa,
Kona District, Island of Kauaʻi (TMK 2-7-3:2). By Todd Tulchin, and Hallett H. Hammatt.
Prepared for Kukui ‘Ula Development Company.
Ms. Suzanne Case
April 7, 2020
Page 10 of 10
MKE Associates LLC and Fung Associates, Inc. November 2003. Hawai‘i State Historic
Bridge Inventory and Evaluation. Prepared for State of Hawai‘i Department of
Transportation, Highways Division.
Historic Hawai‘i Foundation. Sueoka Market / Koloa.
https://historichawaii.org/2019/01/24/5392_koloa_road_koloa_sueoka_market/. Website
accessed February 28, 2020.
Historic Sites Survey, Heritage Conservation and Recreation Service, August 1978. Old
Sugar Mill of Kōloa National Register of Historic Places Inventory Nomination Form.
Prepared by Benjamin Levy.
NHPA Section 106 and HRS Chapter 6E-8 consultation letters for the Maluhia Road
and Kōloa Road Improvements Project: (1) February 13, 2019 – Section 106
consultation letter from County of Kaua‘i Department of Public Works (DPW) to Historic
Hawai‘i Foundation (HHF); (2) February 28, 2019 – Section 106 response letter from
HHF to DPW; (3) July 8, 2019 – HRS Chapter 6E-8 Effect Determination letter from
DPW to State Historic Preservation Division.
State of Hawaiʻi, DOT Highways Division, June 2016. (Section 3.9.1) Bridge 7E
Replacement Project, Kaumualiʻi Highway, Kōloa District, Kauaʻi Island, Hawaiʻi, Final
Environmental Assessment (TMK: [4] 2-7-001:004 (por.); 2-7-002:001 (por.).
Wilson Okamoto. 2009. Final Environmental Impact Statement, Kōloa-Po‘ipū Regional
Wastewater Reclamation Facility Project.
SMITH DITCHWAIKOMO RDWAITARESERVOIROLDKŌLOATOWNKŌLOA BRIDGEM A L UH I A RD
P O ʻI P Ū R D WAIKOMO STREAMALA KALANIKAUMAKA STTo Po ʻip ū
To K a u m u a l i ʻi H w y
To Kaum ualiʻi H w yW A IKO M O S TR E A MWAIHOHONU STREAMŌ MAʻO RDALA KINOIKI STKŌLOA RDFigure 1AKōloa Bridge Location MapKōloa Bridge Rehabilitation ProjectWaimeaPoipuHanaleiWainihaMap AreaNEleʻeleKōloaLīhuʻeKīlaueʻaNā Pali-KonaForest ReserveKAUAʻINOT TO SCALE
Figure 1B – Kōloa Bridge Photos
Photo 1: Kōloa Bridge, looking east.
Photo 2: Downstream View.
Figure 1B – Kōloa Bridge Photos
Photo 3: West Abutment. Note spalling and exposed reinforcement.
Photo 4: Spall with exposed reinforcement upstream railing near mid‐span.
Figure 1B – Kōloa Bridge Photos
Photo 5: Proposed Guardrail location, northwest of Kōloa Bridge. Google Maps, March 2020.
Photo 6: Proposed Guardrail location, northeast of Kōloa Bridge. Google Maps, March 2020.
KŌLOA BRIDGE
12-FOOT
GUARDRAILS
OLD
KŌLOA
TOWN
K Ō L OA R D
POʻIPŪ RDMALUHIA RDW A IK O M O S T R E A M
NOT TO SCALE
Figure 2
Proposed Project Elements and Project Area
Kōloa Bridge Rehabilitation Project
Project Area
Legend
P o i p u R dKōloaParkWeliweli RdOLDKŌLOATOWNW aikom o S tre a m
Old Sugar Millof KōloaSS#30-10-9302Kōloa BridgeMaluhia Rd
Kōloa RdNOT TO SCALEWaikomo StreamʻŌmaʻoRdSmithDitch (SS#50-30-10-364)Waihohonu StreamAla KalanikaumakaProject AreaOld Sugar Mill PropertyLegendFigure 3Historic, Archaeological, and Cultural Sites in the Project AreaKōloa Bridge Rehabilitation Project
NOT TO SCALE1122345666679888MALUHIA ROADKŌLOA ROADLegendProject AreaPortions of both Waihohonu and ʻŌmaʻo Streams, the sources of water for mill operationRemains of dams for water impoundmentRemains, apparently of viaduct and/or lockPortion of Waikomo Stream and racewayHistoric Ranch RoadMill and related featuresUnidentified foundationHouses and outbuildings which do not contribute to the significance of landmarkRecently constructed real estate office. Does not contribute to landmark’s significance123456789Source: Old Sugar Mill of Kōloa National Register Nomination Form, Prepared by Benjamin Levy, Historic Sites Survey, Heritage Conservation and Recreation Services, August 1978. K Ō LOA RO
A
D Figure 4Old Sugar Mill of Kōloa Boundaries, Contributing Features, and Project AreaKōloa Bridge Rehabilitation Project
!(
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS,AeroGRID , IGN, and the GIS User Community
Kō loa Bridge
KAUAI
Figure 5. Tax Map Key
Kōloa Bridge Rehabilitation Project
42800 6002
42800 7014
42800 8041
42800 4003
42800899942800600542800 7016428006999
42800 6025 428006999Legend
TMK
¯0 15075 Feet
DAVD)Y.IGE
OOVERNOROF
HAWAII
STATE OF HAWAII
DEPABTMENT OF LAND AND NATURAL RESOURCES
STATE HISTORIC PRESERVAT10N DIVISION
KAKUHIHEWA BUILDING
601 KAMOKILABLVD.,STE 555
KAPOLEI,HI 96707
SUZANNE D.CASE
CHAIRPEfiSON
BOARP OF LANDAND NATURAL RESOURCfiS
COMM1SS10N ON WATER RESOURCE MANAGEMENT
ROBERT K.MASUDA
flRST DEFUTY
M.KALEO MANUEL
DEPUTY DIRECTOR..WATEK
AQUAT1C RESOURCES
BOAT1NO AND OCEAN RECMATION
BUREAU OF CONVEYANCES
COMM1SSIONONWATER.RESOURCEMANAGEMENT
CONSERVATION AND COASTALLANOS
CONSERVAT10N AND RESOURCES ENFOftCEMENT
ENOINEERING
FORESTRY AND WU.DL1FE
H1STOR1C PRESER.VAT10N
KAUOOLAWEISLAMDRESERVECOMMISSION
LAND
STATE PARKS
May 29,2020
INREPLYRJEFERTO:
LogNo.:2020.00954
Doc.No.:2005SH19
Archaeology
Architecture
Michael Moule,P.E.,Chief
Department ofPublic Works,Engineering Division
CountyofKaua'i
4444 Rice Street,Suite 175
Kaua'i,Hawai'i 96766
Email:mmoule@kauai.gov
Dear Michael Moule:
SUBJECT:Chapter 6E-8 Historic Presen'ation Review -
Initiation of Consultation and Request for Concurrence with the Effect Determination
Koloa Bridge Rehabilitation Project
Koloa Ahupua'a,Kona District,Island ofKaua'i
TMK:(4)2-8-006:025;(4)2-8-006:999;(4)2-8-007:016;(4)2-8-008:041
The State Historic Preservation Division (SHPD)received a letter dated April 28,2020 from the County ofKaua'i
Department of Public Works (DPW)to initiate Chapter 6E historic preservation review and request the SHPD's
concurrence with the effect determination for the Koloa Bridge Rehabilitation project on the island ofKaua'i.The
SHPD received this submittal on April28,2020.
The proposed project is subject to compliance with historic preservation review under Hawaii Revised Statutes
(HRS)§6E-8.DPW indicates the proposed project has no federal involvement.
Koloa Road Bridge (Koloa Bridge,state bridge number 007270100828001)is located in Old Koloa Town,in Koloa
Ahupua'a,Kaua'i.The bridge carries Koloa Road over Waikomo Stream.Koloa Bridge was constructed in 1928
and is 50 feet wide and 43 feet long.There are three travel lanes on the bridge,one in each direction and a left tum
lane onto the mauka-bound side of Maluhia Road.The Koloa Bridge is a 2-span stmcture with seven reinforced
concrete girders supported at each end by reinforced concrete abutments and in the middle by a reinforced concrete
pier wall.The bridge railings consist of a reinforced concrete parapet.There is an AC overlay on top ofthe concrete
deck that acts as the roadway.A 5-foot-wide concrete sidewalk is located at the downstream side ofthe bridge,and
8-inch diameter utility lines run along either side ofgirders and are suspended by metal brackets.A 12-inch water
line also runs beneath the deck on the downstream side ofgirder 7.The invert ofthe channel is a natural,unlined
streambed.
DPW indicates that most ofthe project area is within the County operational roadway right-of-way.The bridge is
approximately 50 feet wide in this area.For safety reasons,guardrails would be installed on the mauka side ofthe
bridge,at both ends ofthe bridge.Each guardrail will be 12 feet long.On the west side ofthe bridge,a guardrail will
be installed along the edge ofthe gravel parking lot for the Koloa Town Salon.This westem guardrail will be within
the County-owned roadway.A second guardrail will be placed along fhe perpendicular gravel access road on the
east side ofthe bridge.This eastem guardrail will extend up to about 8 feet beyond the exterior edge ofthe mauka
bridge parapet and info the adjacent private property,where the Old Sugar Mill of Koloa,a National Historic
Landmark,is located.However,both guardrails will be installed in areas that have been previously disturbed and
will have minimal impact on the Landmark.
Michael Moule
May 29,2020
Page2
The proposed work area at the bridge totals approximately 0.2 acre which includes a 10-foot-wide buffer on each
side ofthe bridge (mauka and makai)to access the underdeck portions by foot and to work on the exterior faces of
the parapets.The County ofKaua'i has coordinated with the private property owner on the mauka side regarding
easement and access for the guardrail installation.Due to the numerous historical properties in the Old Sugar Mill of
Koloa boundaries,the contracfor will be required to avoid disturbances to this area.The contractor will coordinate
construction duration,property access,and laydown area details further with other nearby property owners.
The purpose of the proposed project is to rehabilitate Koloa Bridge to repair the road surface,fix spalls and
delamination to prevent further loss of the exposed steel reinforcement,bring the bridge sferength up to current
standards by repairing and augmenting the beams,and adding guardrails on the west and east sides ofthe bridge's
mauka-side parapet along the sfeep embankments to prevent vehicles from falling into the streambed.Repairs for the
two outside girders will increase fheir height.The girders are currently 2 feet high.The bottom four to six inches of
each girder is spalling and delaminating.Besides removing and replacing that portion at the bottom ofthe girders,
another four to sbc inches may need to be added in order to bring the bridge strength up to meet current bridge
design standards.The road surface will be cleared and repaved within the area ofthe bridge only.Milling ofthe
existing surface will take place to remove all A/C and base course from the deck.A new A/C overiay will be placed
over the deck about 2 to 4 inches thick.The new pavement will be restriped according to the restriping plans
provided.
The proposed maintenance and structural repair work will consist of chipping or sawing out the old concrete,
installing remforcement,patching with epoxy grout,patching mortar or concrete and applying sealant.For safety
reasons,guardrails will be installed on the mauka side of the bridge,at both ends of the bridge.Each guardrail will
be 12 feet long and placed as shown in Figure 2 ofDPWs letter.The guardrail lengths have been minimized to the
extent possible.On the west side the guardrail will be installed along the edge ofthe gravel parking lot for the Koloa
Town Salon.The eastem guardrail will extend 8 feet within the Old Koloa Sugar Mill property,which is a National
Historic Landmark;however,it will be installed in an area that has been previously disturbed.
The interiors of the bridge parapets are currently painted,although the painting schemes on the mauka and makai
parapets do not match.It should be noted that the bridge is painted periodically by the community and not by the
County ofKaua'i DPW.The project will color match the existing parapets to appear similar to the existing paintlng
scheme.
No permanent structures or temporary fill will be placed in the water.Access to the bridge underdeck to conduct
repair work would be from scaffolding placed on the ground or would be established through scaffolding hung from
the sides of the bridge as needed.The proposed bridge spall repau*would require no ground disturbance,and the
proposed guardrail installation work would require only minimal ground disturbance.The project area is mostly
restricted to the existing right-of-way on Koloa Road.
The DPW identified two historic properties within fhe project area.This includes Koloa Bridge and the Old Koloa
Sugar Mill.According to the 2013 document titled,State Historic Bridge Inventory and Evaluation,the Koloa
Bridge has high preservation value and is eligible for the State and National Historic Registers under Criterion A as
a prominent product ofthe territorial govemment and the County ofKaua'i's public works program,and for its
significant contrlbutions to fhe development of the island's transportation system and the early history of Koloa
town.The bridge is also eligible under Criterion C for its association with early developments in concrete bridge
construction in Hawai'i.This concrete Tee beam bridge retains ifs integrity and has not been altered.DPW s letter
indicates that according to the Kaua'i Belt Road Nomination Form to be placed on the National Register ofHistoric
Places (NRHP),although Koloa Bridge is located on the original Kaua'i Belt Road,Koloa Road as a whole no
longer has sufficient integrity to be evaluated as part of the Kaua'i Belt Road,due to realignment and heavy
modification over the years.
Adjacent to the Koloa Bridge,but outside ofthe proposed project area,is the Old Sugar Mill ofKoloa.The Koloa
Road and Maluhia Road intersection mark the southeast comer boundary of this property,which was listed on the
NRJHP in 1984 and is also a National Historic Landmark.DPW states the nomination papers signed m 1984 do not
stafe the eligibility criteria,but this historic resource was likely similarly eligible under Criteria A and C.
The only project work beyond the boundaries ofthe County-owned roadway would be the eastem guardrail,which
would extend into the National Historic Landmark at the Old Sugar Mill ofKoloa.The area has been previously
Michael Moule
May 29,2020
Page3
disturbed for an access road to a doctor's clinic.Neither guardrail would be attached to the brtdge or any character
defming features.The Old Sugar Mill property will not be used during construction for staging equipment or as a
laydown area.
Due to the relatively non-intrusive nature of the proposed bridge rehabilitation and guardrail installation work,as
well as the previous disturbance from the construction ofthe bridge itself,DPW has determined the proposed project
is unlikely to encounter archaeological resources.The proposed bridge work will require minimal ground
disturbance,which will be primarily associated with the installation of two 12-foot-long guardrails to protect
motorists approaching the bridge.The proposed action would not affect lava tubes (i.e.,areas potentially containing
sensitive pre-contact historic resource)or any other known potentially sensitive historic resources.Any surface
archaeological resources in the vicinity were likely destroyed by Intensive nature of ground disturbance by sugar
plantation activities.
The DPW has committed to the following to be implemented during construction to avoid and minimize potential
impacts to archaeological,cultural,and historic resources:
•The historical look of the bridge will be preserved as the structure is repaired.The cement and other
materials will be matched in color,texture and general appearance.The existing parapets are currently
painted on the interior sides only.The new guardrails will not be attached to the bridge;
•As previously stated,the project work would be conducted within the property boundaries ofthe County
owned roadway and bridge limits,with the exception of one new guardrail.Upon completion of
constmction,the contractor will remove all materials and retum the area to its pre-construction condition;
•The contracfor will not disturb the adjacent Old SugarMill ofKoloa site,with the exception ofthe single
guardrail installation within the site.The lengths of both guardrails have been minimized as much as
possible and will not affect any character-defining features of the historic property.No construction
staging will be conducted on this site;
•If cultural materials are discovered during construction,all earth-moving activity within and around the
immediate discovery area will be diverted until a qualified archaeologist can assess the nature and
significance ofthe find.
•If human remains are discovered,HAR Chapter 13-300 states that further disturbances and activities
shall cease in any area or nearby area suspected to overlie remains,and SHPD and Police Department
will be contacted.The appropriate process would then proceed in conformance with HAR Chapter 13-
300 Subchapter 4 "Procedures for Proper Treatment ofBurial Sites and Human Skeletal Remains."
Due to the minimal scope and scale of the proposed work to repair the bridge itself,minimal amount of ground
disturbance,and lack of impact on the character defming features of the OId Sugar Mill,DPW believes that no
further archaeological or historical work is needed within the project area,and the project is anticipated to result in
"No historic properties affected."The SHPO concurs with this HRS 6E effect determination.
The DPW is the office of record for this undertaking.Please maintain a copy of this letter with your environmental
review record for this undertaking.
PIease contact Tanya Gumapac-McGuire,Architecture Branch Chief,at Tanya.Gumapac-McGuire(2),hawaii.eov or
at 808-692-8022 for matters regarding architectural resources.Please contact Stephanie Hacker,Historic
Preservation Archaeologist IV,at Stephanie.Hacker@Jiawaii.eov or at (808)692-8046 for matters regarding
archaeological resources orthis letter.
Aloha,
^llM IlOU/Wi^
Alan S.Downer,PhD
Administrator,State Historic Preservation Division
Deputy State Historic Preservation Officer cc:Donald Fujimoto (dfuj imoto@kauai.gQ v)
1
Marisa Valenciano
From:Joel Bautista
Sent:Thursday, March 24, 2022 12:22 PM
To:Marisa Valenciano; Myles Hironaka
Subject:FW: 2020.00954 Proposed changes to Kōloa Bridge Rehabilitation Project and request to reconfirm
effect determination
Attachments:4-2-8-006_2020-00954_2005SH19_COMB_6E8_DTRM_CON_NHPA.pdf; Koloa Bridge Pavement and
Restriping-revised 2020-11-18.pdf
FYI Marisa; here is the info concerning the expanded area for paving. The second PDF shows a map of the areas for your
reference.
Thanks again,
Joel
From: Donald Fujimoto
Sent: Friday, December 04, 2020 7:20 AM
To: stephanie.hacker@hawaii.gov; Gumapac‐McGuire, Tanya H <Tanya.Gumapac‐McGuire@hawaii.gov>; Lebo, Susan A
<susan.a.lebo@hawaii.gov>; DLNR.Intake.SHPD <dlnr.intake.shpd@hawaii.gov>
Cc: Ikaika Kincaid (ikincaid@consoreng.com) <ikincaid@consoreng.com>; Ohtomo, Nami <Nami.Ohtomo@wsp.com>;
Reichelderfer, Jan <Jan.Reichelderfer@wsp.com>; Michael Moule <mmoule@kauai.gov>
Subject: 2020.00954 Proposed changes to Kōloa Bridge Rehabilitation Project and request to reconfirm effect
determination
Aloha Susan, Tanya, and Stephanie,
I am writing to you to notify you of a change that the County of Kauai Department of Public Works (DPW) proposes to
the subject project, Kōloa Bridge Rehabilitation Project, Kōloa Ahupua‘a, Kona District, Island of Kaua‘i. [TMK: (4) 2‐8‐
006:025; (4) 2‐8‐006:999; (4) 2‐8‐007:016; (4) 2‐8‐008:041] Please note that we have already received SHPD’s
concurrence on the HRS Chapter 6E‐8 effect determination of “No historic properties affected” for this project in a letter
dated May 29, 2020. A copy of the SHPD concurrence letter is attached. (Log No.: 2020.00954, Doc. No.: 2005SH19) This
project will be completed using only County funds; no federal funds will be used.
DPW now plans to expand the project area to conduct additional repaving and restriping work to address other
pavement deterioration in the operational roadway; therefore, we request your review of this proposed addition and
reconfirmation of your previous concurrence with our effect determination.
Please note one correction to our original submittal letter dated April 28, 2020. We originally reported the original
project area as 0.2 acres. However, that acreage was an overestimate; the original project area should have been
roughly 0.07 acres (roughly 3,000 sq ft), limited to the 50‐foot wide by 43‐foot long rectangular bridge deck area, plus a
roughly 10‐foot buffer area on either side of the bridge. This area is shown in orange on the attached drawing.
The original and proposed additional areas are indicated on the attached drawing. The additional work that DPW now
proposes will repave and restripe an additional 0.47 acres (roughly 20,300 sq ft) of Kōloa Road. This proposed addition
will result in the improvement of a combined 469 foot‐long segment of Kōloa Road from the vicinity of the intersection
with Poipu Road to the intersection with Maluhia Road. The new total project area including all the additional striping
and paving, as well as bridge work is roughly 0.54 acres (roughly 23,300 sq ft), the combined blue and orange area on
the attached drawing. When combined with other repaving projects currently underway in the area, this additional
repair will provide a continuous repaved area on this well‐traveled segment of Kōloa Road.
2
The milling and resurfacing of the paved roadway and parking areas would be conducted in a relatively non‐intrusive
manner on existing paved areas, similar to the proposed project description in our original Chapter 6E‐8 submittal dated
April 28, 2020. Specifically, the existing road surface will be cleared and repaved in the affected area. Milling of the
existing surface will take place to remove the top 3 inches. A new A/C overlay about 2 to 4 inches thick will be placed on
the roadway surface. The new pavement will be restriped.
No additional guardrails are proposed, beyond what was already proposed in our original correspondence. Therefore,
we propose and foresee no additional disturbance or impact to the bridge, the adjacent Old Sugar Mill property, or
other historic properties.
Please note that roughly 0.03 acres (1400 sq ft) of the proposed additional project area near the western end of this
roadway segment is private property abutting the roadway that is currently used as a paved parking area. This private
property may be improved at the same time as the County‐owned roadway as part of this project, but most of the
project area is within the County’s operational roadway right‐of‐way. Although repaving of the parking spaces in front of
the historic Sueoka Market (no State Site number) is now also proposed, that paved area is within the County’s roadway
right‐of‐way, and as noted in our letter dated April 28, 2020, the proposed roadway resurfacing will not affect the
buildings that comprise Old Kōloa Town, including the Sueoka Market.
We are also aware that there was recently an inadvertent find of potentially historic railroad tracks during a County
roadway widening project on a different segment of Kōloa Road to the west, which is current under construction. While
DPW does not anticipate any such discoveries during this bridge rehabilitation and repaving project, if previously
unidentified non‐burial historic properties or unanticipated effects were discovered during construction, the DPW would
follow Hawaii Administrative Rules (HAR) Chapter 13‐280 “Rules Governing General Procedures for Inadvertent
Discoveries of Historic Properties During a Project Covered by the Historic Preservation Review Process.”
Given the “No historic properties affected” determination that DPW received dated May 29, 2020, and the relatively
non‐intrusive nature of the additional paving and restriping proposed on the operational roadway, DPW believes that
the expanded 0.6 acre project would similarly have no effect on significant historic properties.
Therefore, DPW requests SHPD’s written concurrence to expand the project area for the subject project to include this
additional area, and to confirm that a determination of “no historic properties affected” is still appropriate for this
project.
Could you please respond to this email, so that we may have this confirmation for our project records? Because we
would like to move forward with the project soon, we request your response within approximately the next 15 days of
the resumption of the DLNR Intake suspension period of December 18, 2020. In the absence of a SHPD response by
January 2, 2021, DPW will presume SHPD’s concurrence with this determination and will proceed with the proposed
project.
Please also reply to confirm receipt of this email upon the resumption of the DLNR Intake processing on December 18,
2020.
Mahalo,
Donald Fujimoto
Project Manager
Donald M. Fujimoto, PE, MBA
Construction Management Engineer, Engineering Division
County of Kauai, Department of Public Works
4444 Rice Street, Suite 175
Lihue, HI 96766
3
(808) 241‐4882
dfujimoto@kauai.gov
Ō
DAVID Y.IGE
GOVERNOR OF
HAWAII
STATE OF HAWAII
DEPARTMENT OF LANB AND NATURAL RESOURCES
STATE FIISTORIC PRESERVATION DIVISION
KAKUHIHEWA BUILDING
601 KAMOKILA BLVD.,STE 555
KAPOLEI,HI 96707
SUZANNE D.CASE
CHAIRFERSON
BOARDOF LAND ANO NATURAL RfiSOURCES
COMMISS10N ON WATEft RESOURCE MANAQEMENT
ROBERT K.MASUDA
FlRSTDEl'UT/
M.KALEO MANUEL
EEPUTf D1RECTOK -WATER
AQUAT1C RESOURCES
BOATING AND OCEAN RECREAT10N
BUREAU OF CONVEYANCES
CUMM1SS10NON WATERRE30URCE MANAGEMENT
CONSERVATION AND COASTAL LANDS
CONSgRVATION ANO RESOURCES ENFORCEMENT
ENOINEER1NG
FORESTR.Y AND WILDL1FE
H1STORIC PRESERVAT10N
KAHOOLAWE1SLANDRESER.VECOMM13S10N
LAND
STATE PASXS
INREPLYREFERTO:
ProjectNo.:2021PR00018
SubmissionNo.:2021PR00018.001
Doc.No.:2102SH09
Archaeology
Architecture
February 23,2021
Michael Moule,P.E.,Chief
Department ofPublic Works,Engineering Division
County ofKaua'i
4444 Rice Street,Suite 175
Kaua'i,Hawai'i 96766
Email:mmoule@kauai.gov
Dear Michael Moule:
SUBIECT:Chapter 6E-8 Historic Preseryation Review -
Re-Initiation of Consultation for Additions to the Project Area and Scope of Work and
Request for Concurrence with the Effect Determination
Koloa Road Bridge Rehabilitafion Project
Koloa Ahupua'a,Kona District,Island ofKaua'i
TMK:(4)2-8-006:999;(4)2-8-006:025;(4)2-8-007:016;(4)2-8-008:041
The State Historic Preservation Division (SHPD)received an email and a HICRIS submission from the County of
Kaua i Department ofPublic Works (DPW)to re-open Chapter 6E historic preservation review due to additions to
the size ofthe project area and scope ofwork and to request the State Historic Preservation Officer's (SHPO's)
concurrence with the effect determination for the revised Koloa Bridge Rehabilitation project on the island of
Kaua'i.The SHPD received this submittal via email on December 4,2020 and via the SHPD HICRIS system on
January 8,2020.
The proposed project is subject to compliance with historic preservation review under Hawaii Revised Statutes
(HRS)§6E-8.DPW indicates the proposed project has no federal involvement.The State Historic Preservation
Division previously received a letter from DPW,dated April 28,2020,to initiate Chapter 6E historic preservation
review and to request the SHPD's concurrence with the effect determination.The SHPO concurred with the Chapter
6E effect determination of "No historic properties affected"in a letter dated May 29,2020 (SHPD Log No.
2020.00954,Doc.No.2005SH19).
Koloa Road Bridge (Koloa Bridge,state bridge number 007270100828001)is located in Old Koloa Town,in the
Ahupua'a ofKoIoa on Kaua'i.The bridge carries Koloa Road over Waikomo Stream.Koloa Bridge was constmcted
in 1928 and is 50 feet wide and 43 feet long.There are three travel lanes on the bridge,one in each direction and a
left tum lane onto the mauka-bound side of Maluhia Road.The Koloa Bridge is a 2-span structure with seven
reinforced concrete girders supported at each end by reinforced concrete abutments and in the middle by a
reinforced concrete pier wall,The bridge railings consist of a reinforced concrete parapet.There is an AC overlay on
top ofthe concrete deck that acts as the roadway.A 5-foot wide concrete sidewalk is located at the downstream side
ofthe bridge.8-inch diameter utility lines run along either side ofgirder one suspended by metal brackets.A 12-inch
water line also runs beneath the deck on the downstream side ofgirder 7.The invert ofthe channel is a natural,
unlined streambed.
DPW previously indicated that most ofthe project area is within the County operational roadway right-of-way.The
bridge is approximately 50 feet wide in this area.For safety reasons,guardrails would be installed on the mauka side
ofthe bridge,at both ends ofthe bridge.Each guardrail will be 12 feet long.On the west side ofthe bridge,it will be
DonaldFujimoto
February 23,2021
Page2
installed along the edge ofthe gravel parking lot for the Koloa Town Salon.This westem guardrail will be within
the County-owned roadway.A second guardrail will be placed along the perpendicular gravel access road on the
east side ofthe bridge.This eastem guardrail will extend up to about 8 feef beyond the exterior edge ofthe mauka
bridge parapet and into the adjacent private party,where the Old Sugar Mill of Koloa,a National Historic
Landmark,is located.However,both guardrails will be installed in areas that have been previously disturbed and
will have minimal impact on the Landmark.
The DPW's previous correspondence states the purpose ofthe proposed project is to rehabilitate Koloa Road Bridge
to repair the road surface,fix spalls and delamination to prevent further loss of the exposed steel reinforcement,
bring the bridge strength up to current standards by repairing and augmenting the beams,and add guardrails on the
west and east sides ofthe bridge's mauka-side parapet along the steep embankments to prevent vehicles from falling
into the streambed.Repairs for the two outside girders will increase their height.The girders are currently 2 feet
high.The bottom four to six inches ofeach girder is spalling and delaminating.Besides removing and replacing that
portion at the bottom of the girders,another four to slx inches may need to be added in order to bring the bridge
strength up to meet current bridge design standards.The road surface will be cleared and repaved within the area of
the bridge only.Milling ofthe existing surface will take place to remove all A/C and base course fi'om the deck.A
new A/C overlay will be placed over the deck about 2 to 4 inches thick.The new pavement will be restriped
according to the restriping plans provided.
The proposed maintenance and structural repair work will consist of chipping or sawing out the old concrete,
installing reinforcement,patching with epoxy grout,patching mortar or concrete and applying sealant.For safety
reasons,guardrails will be installed on the mauka side ofthe bndge,at both ends ofthe bridge.Each guardrail will
be 12 feet long and placed as shown in Figure 2 of DPWs April 2020 letter.The guardrail lengths have been
minimized to the extent possible.On the west side the guardrail will be installed along the edge ofthe gravel parking
lot for the Koloa Town Salon.The eastem guardrail will extend 8 feet within the Old Koloa Sugar Mill property,
which is a National Historic Landmark;however,it will be installed in an area that has been previously disturbed.
The interiors of the bridge parapets are currently painted,although the painting schemes on the mauka and makai
parapets do not match.It should be noted that the bridge is painted periodically by the community and not by the
County ofKaua'i DPW-The project will color match the existing parapets to appear similar to the existing painting
scheme.
No permanent structures or temporary fill will be placed in the water.Access to the bridge underdeck to conduct
repair work would be from scaffolding placed on the ground or would be established through scaffolding hung fi'om
the sides of the bridge as needed.The proposed bridge spall repair would require no ground disturbance,and the
proposed guardrail installation work would require only minimal ground disturbance.The project area is mostly
restricted to the existing right-of-way on Koloa Road.
In an email dated December 4,2020 the SHPD was notified that DPW now plans to expand the project area to
conduct additional repaving and restriping work to address other pavement deterioration in the operational roadway.
DPW also notes that their letter dated April 28,2020 reported the original project area as 0.2 acres,however,that
acreage was an overestimate and the original project area should have been roughly 0.07 acres (roughly 3,000 sq ft),
limited to the 50-foot wide by 43-foot long rectangular bridge deck area,plus a roughly 10-foot buffer area on
either side ofthe bridge.Roughly 0.03 acres (1400 sq ft)ofthe proposed additional project area near the western
end ofthis roadway segment 1s private property abutting the roadway that is currently used as a paved parking area.
This private property may be improved at the same time as the County-owned roadway as part ofthis project,but
most ofthe project area is within the County's operational roadway right-of-way.
The additional work that DPW now proposes will repave and restripe an additional 0.47 acres (roughly 20,300 sq ft)
of Koloa Road.This proposed addition will result in the improvement of a combined 469-foot-long segment of
Koloa Road from the vicinity of the intersection with Poipu Road to the intersection with Maluhia Road.The new
total project area including all the additional striping and paving,as well as bridge work,is roughly 0.54 acres
(roughly 23,300 sq ft).When combined with other repaving projects currently underway in the area,this additional
repair will provide a continuous repaved area on this well-traveled segment ofKoloa Road.
Donald Fujimoto
February 23,2021
Page 3
The milling and resurfacing ofthe paved roadway and parking areas will be conducted in a relatively non-intrusive
manner on existing paved areas,similar to the proposed project description in our original Chapter 6E-8 submittal
dated April 28,2020.Specifically,the existing road surface will be cleared and repaved in the affected area.Milling
ofthe existing surface will take place to remove the top 3 inches.A new A/C overlay about 2 to 4 inches thick will
be placed on the roadway surface.The new pavement will be restriped.
No additional guardrails are proposed,beyond whaf was already proposed in the original scope ofwork.Therefore,
DPW has determined there will be no additional disturbance or impact to the bridge,the adjacent Old Sugar Mill
property,or other historic properties.Although repaving of the parking spaces in front of the historic Sueoka
Market,State Inventory of Historic Places (SIHP)No.50-30-10-02388,is now also proposed,that paved area is
within the County's roadway right-of-way,and as noted in DPWs letter dated April 28,2020,the proposed
roadway resurfacing will not affect the buildings that comprise Old Koloa Town,including the Sueoka Market.
The DPW identified two historic properties within the project area.This includes Koloa Road Bridge,assigned
SMP No.50-30-10-02322,and the OId Koloa Sugar Mill,assigned SIHP 50-30-10-09302.According to the 2013
document titled,State Historic Bridge Inventory and Evaluation,the Koloa Bridge has high preservation value and
is eligible for the State and National Historic Registers under Criterion A as a prominent product of the territorial
govemment and the County of Kaua'i's public works program,and for its significant contributions to the
development ofthe island's transportation system and the early history ofKoIoa town.The bridge is also eligible
under Criterion C for its association with early developments in concrete bridge construction in Hawai'i.This
concrete Tee beam bridge retains its integrity and has not been altered.DPWs letter indicates that according to the
Kaua'i Belt Road Nomination Form to be placed on the National Register of Historic Places (NRHP),although
Koloa Bridge is located on the original Kaua'i Belt Road,Koloa Road as a whole no longer has sufficient integrity
to be evaluated as part ofthe Kaua'i Belt Road,due to realignment and heavy modlfication over the years.
Adjacent to the Koloa Bridge,but outside ofthe proposed project area,is the site ofthe Old Sugar Mill ofKoloa.
The Koloa Road and Maluhia Road intersection mark the southeast comer boundary of this property,which was
listed on the NRHP in 1984 and is also a National Historic Landmark.DPW states the nomination papers signed in
1984 do not state the eligibility criteria,but this historic resource was likely similarly eligible under Criteria A and
c.
The only project work beyond the boundaries ofthe County-owned roadway would be the easfem guardrail,which
would extend into the National Historic Landmark at the Old Sugar Mill of Koloa.The area has been previously
disturbed for an access road to a doctor's clinic.Neither guardrail would be attached to the bridge or any character
defining features.The Old Sugar Mill property will not be used during construction for staging equipment or as a
laydown area.
Due to the numerous historical properties in the Old Sugar M\\\ofKoloa boundaries,the contractor will be required
to avoid disturbances to this area.The contractor will coordinate construction duration property access and laydown
area details further with other nearby property owners.
Due to the relatively non-intrusive nature of the proposed bridge rehabilitation and guardrail installation work,as
well as the previous disturbance from the construction ofthe bridge itself,DPW has determined the proposed project
is unlikely to encounter archaeological resources.The proposed bridge work will require minimal ground
disturbance,which will be primarily associated with the installation of two 12-foot-long guardrails to protect
motorists approaching the bridge.The proposed action would not affect lava tubes (i.e.,areas potentially containing
sensitive pre-contact historic resource)or any other known potentially sensitive historic resources.Any surface
archaeological resources in the vicinity were likely destroyed by intensive nature of ground disturbance by sugar
plantation activities.
The DPW has conimitted to the following to be implemented during construction to avoid and minimize potential
impacts to archaeological,cultural,and historic resources:
Donald Fujimoto
February23,2021
Page4
•The historical look of the bridge will be preserved as the structure is repaired.The cement and other
materials will be matched in color,texture and general appearance.The existing parapets are currently
painted on the interior sides only.The new guardrails will not be attached to the bridge;
•As previously stated,the project work would be conducted within the property boundaries ofthe County
owned roadway and bridge limits,with the exception of one new guardrail.Upon completion of
construction,the contractor will remove all materials and retum the area to its pre-consta-uction condition;
•The contractor will not disturb the adjacent Old Sugar Mill ofKoloa site,with the exception ofthe single
guardrail installation within the site.The lengths of both guardrails have been minimized as much as
possible and will not affect any character-defining features ofthe historic property.No construction stagmg
will be conducted on this site;
•If cultural materials are discovered during construction,all earth-moving activity within and around the
iinmediate discovery area will be diverted until a qualified archaeologist can assess the nature and
significance ofthe find;and
•Ifhuman remains are discovered,HAR Chapter 13-300 states fhat further disturbances and activities shall
cease in any area or nearby area suspected to overlie remains,and SHPD and Police Department will be
contacted.The appropriate process would then proceed in conformance with HAR Chapter 13-300
Subchapter 4 "Procedures for Proper Treatment ofBurial Sites and Human Skeletal Remains."
Due to the minimal scope and scale of the proposed work to repair the bridge itself,minimal amount of ground
disturbance,and lack of impact on the character defining features of the Old Sugar Mill,DPW believes fhat no
further archaeological or historlcal work is needed within the project area,and the project is anticipated to result in"No historic properties affected."The SHPO concurs with the Chapter 6E effect determination.
The DPW is the office of record for this undertaking.Please maintain a copy of this letter with your environmental
review record for this undertaking.
Please contact Tanya Gumapac-McGuire,Architecture Branch Chief,at Tanya.Gumapac-McGuire@hawaii.gov or
at 808-692-8022 for matters regarding architectural resources.Please contact Stephanie Hacker,Historic
Preservation Archaeologist IV,at Stephanie.Hackerfaihawaii.gov or at (808)692-8046 for matters regarding
archaeological resources orthis letter.
Aloha,
/jto IlPU/Wf'
Alan S.Downer,PbD
Administrator.State Historic Preservation Division
Deputy State Historic Preservation Officer
cc:Donald Fujimoto,Project Engineer (dfujimoto@kauai.gov)
INDEX TO DRAWINGSSHT. NO.DWG. NO.DESCRIPTIONCOVER SHEET1234561011121315C0.1C0.2C0.4T0.1S3.2S4.1STRUCTURAL NOTES & REPAIR DETAILS 1S1.1S2.1S2.2PLAN & ELEVATION VIEWPARAPET REPAIR PLANREFLECTED SOFFIT & GIRDER REPAIR PLANABUTMENT & PIER REPAIR PLANS2.3VICINITY MAP (NOT TO SCALE)LOCATION MAP (NOT TO SCALE)ISLAND OF KAUAIAPPROVED:MAYORCOUNTY OF KAUAIDATEDATEDATEDATEDIRECTOR OF PLANNINGCOUNTY OF KAUAICOUNTY ENGINEER, DEPARTMENTOF PUBLIC WORKSCOUNTY OF KAUAIMANAGER AND CHIEF ENGINEER,DEPARTMENT OF WATERCOUNTY OF KAUAIFILE:POCKET:FOLDER:NUMBER:DELINEATOR POST & GUARDRAIL DETAILSC0.378CONSTRUCTION NOTES 1CONSTRUCTION NOTES 2, SUMMARY OF ESTIMATEDQUANTITIES & ABBREVIATIONS9TRAFFIC CONTROL GENERAL NOTESTRAFFIC CONTROL PLAN PHASE IT0.2TRAFFIC CONTROL PLAN PHASE IISITE LOCATIONNCOUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIPLANS PREPARED BY:737 Bishop St. Ste. 1860Honolulu, HI 96813PH:888.451.6822FAX:808.726.2909BRIDGE ID: 007270100828001KOLOA BRIDGET0.316SITE LOCATION, BIOSOCK, TEMPORARY CONSTRUCTIONSTABILIZATION, & SILT FENCE DETAILNSITE LOCATIONWAIKOMO STREAMKOLOA RDMALUHIA RDKOLOA RD14GUARDRAIL TRANSITION LOCATION & DETAILSS3.1TRAFFIC CONTROL PLAN PHASE IIIT0.4ROADWAY PAVEMENT & RE-STRIPING PLANT0.5T0.6TRAFFIC CONTROL PLAN LOCATION MAP17S4.2REPAIR DETAILS 218
1.ALL CONSTRUCTION WORK IS TO BE CONSTRUCTED IN ACCORDANCE WITH THEPUBLICATIONS "HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2005" AND ITS AMENDMENTS AND THE "STANDARD DETAILS FORPUBLIC WORKS, CITY AND COUNTY OF HONOLULU, AND THE COUNTIES OF KAUAI, MAUI, ANDHAWAII." THE STANDARD DETAILS ARE AVAILABLE AT THE COUNTY OF KAUAI CLERK'SOFFICE.2.CONSTRUCTION PLANS ARE VALID FOR A PERIOD OF ONE YEAR FROM THE DATE OFAPPROVAL. IF CONSTRUCTION DOES NOT COMMENCE WITHIN THE ONE-YEAR TIMEFROM THE DATE OF APPROVAL, THE CONSTRUCTION PLANS SHALL BE RESUBMITTED TOALL REVIEWING AND APPROVING AGENCIES FOR REVIEW, APPROVAL AND RECERTIFICATIONOF THE PLANS.3.ALL GRADING, GRUBBING AND STOCKPILING WORK SHALL BE PERFORMED IN ACCORDANCEWITH COUNTY OF KAUAI ORDINANCE NO. 808.4.AFTER EACH RAINFALL EVENT, THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRISRESULTING FROM HIS WORK AND DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS ANDOTHER AREAS. THE COST INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THECOUNTY ENGINEER SHALL BE PAYABLE BY THE CONTRACTOR.5.DURING CLEANING OPERATIONS, THE CONTRACTOR SHALL SUPPLY A WATER TRUCK FORDUST CONTROL PURPOSES UNTIL THE VEGETATION HAS RE-ESTABLISHED ITSELF.EXCESS WATER, INCLUDING SILT AND DIRT, SHALL NOT BE ALLOWED TO RUN-OFF THEPROPERTY.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OVERTIME AND/OR NIGHT WORKPAYMENTS FOR COUNTY'S STAFF AND INSPECTION PERSONNEL INCLUDING CONSULTANTS,WHEN THE CONTRACT REQUIRES OVERTIME OR NIGHT WORK TO BE PERFORMED, ORDIRECTS THE CONTRACTOR TO WORK ADDITIONAL SHIFTS OR OVERTIME FOR COUNTY'SCONVENIENCE.7.BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED AT ALL TIMES TO THEMAXIMUM EXTENT PRACTICABLE TO PREVENT DAMAGE BY SEDIMENTATION, EROSION ORDUST TO STREAMS, WATERCOURSES, NATURAL AREAS AND THE PROPERTY OF OTHERS.8.IF SYSTEM CONDITIONS REQUIRE NON-EMERGENCY NIGHT TIME WORK DURING THEAUTUMN SEABIRD FALL SEASON (SEPTEMBER 15 THROUGH DECEMBER 15), USE OFLIGHTING SHALL BE RESTRICTED BETWEEN 9:00PM TO 4:30AM. IF LIGHTING OF THE WORKAREA IS REQUIRED IN SUCH SITUATION, ALL LIGHTS SHALL BE SHIELDED (MINIMUMLIGHT SPILL TOWARDS THE SKY) AND DIRECTED DOWNWARDS TO THE MAXIMUM EXTENTPRACTICABLE. MINIMUM REQUIREMENTS FOR LIGHTING BY HIOSH AND OSHA SHALL BEPROVIDED AND ASSURED BY THE CONTRACTOR. THE CONTRACTOR SHALL TRAIN ALLEMPLOYEES WORKING AT NIGHT (RECORDS RETAINED BY THE CONTRACTOR) ON HOW TOHANDLE ANY RETRIEVED DOWNED BIRDS AND SHALL HAVE APPROPRIATE EQUIPMENT ASAPPROVED BY SAVE OUR SHEARWATERS (SOS) ON SITE TO HOLD AND TRANSPORT ANYRETRIEVED BIRDS TO A SOS FACILITY. THIS REQUIREMENT DOES NOT ALLOW LIGHTINGAS MAY BE RESTRICTED BY OTHER GOVERNMENT AGENCIES.9.PRIOR TO STARTING ANY EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL CONTACTTHE HAWAII ONE CALL CENTER AT 1-866-423-7287.10.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITYAGENCIES FOR LOCATION OF EXISTING UTILITIES WITHIN THE PROJECT LIMITS. THECONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES WHETHER ORNOT SHOWN ON THE PLANS. ANY COST INCURRED BY DAMAGES TO EXISTINGUTILITIES WILL BE BORNE BY THE CONTRACTOR.11.ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS, SHALL BEPROTECTED AT ALL TIMES BY THE CONTRACTOR UNLESS SPECIFIED ON THE PLANSTO BE ABANDONED.12.ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, CURRENT EDITION.13.THE CONTRACTOR SHALL MAKE PROPER ARRANGEMENTS FOR THE USE OF UTILITIES SUCHAS ELECTRICITY, WATER, ETC. AND SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALLCOSTS RESULTING FROM SUCH USAGE. THE CONTRACTOR SHALL NOTIFY ALL AFFECTEDUTILITY COMPANIES AND GOVERNMENT AGENCIES OF THEIR INTENT TO BEGINCONSTRUCTION ON ANY INTERSECTION OR STREET AT LEAST TWO (2) WEEKS PRIOR TOTHE START OF SUCH CONSTRUCTION.14.THE CONTRACTOR SHALL SCHEDULE ROAD AND BRIDGE WORK WITH THE DEPARTMENT OFPUBLIC WORKS, COUNTY OF KAUAI AND NOTIFY THE PUBLIC NO SHORTER THAN ONE (1)MONTH PRIOR TO CONDUCTING THE WORK.15.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS, DIVISION OFENGINEERING, CONSTRUCTION INSPECTION SECTION AT LEAST FIVE (5) WORKING DAYSBEFORE COMMENCING ANY WORK ON THE PROJECT. THE CONTRACTOR SHALL HOLD APRE-CONSTRUCTION MEETING WITH THE CONSTRUCTION - DESIGN SECTION OF THEDEPARTMENT OF PUBLIC WORKS BEFORE COMMENCING ANY WORK.16.CONTRACTOR SHALL SUBMIT 'AS-BUILT" PLANS WITHIN 14 DAYS AFTER FINAL INSPECTION.17.PRIOR TO THE START OF WORK, CONTRACTOR SHALL VISIT JOBSITE AND CONDUCT APRE-CONSTRUCTION INSPECTION TO VERIFY QUANTITIES AND REPORT ANYDISCREPANCIES AND/OR DIFFERENCES IN DRAWINGS, IN RESPECT TO EXISTINGCONDITION, TO THE ENGINEER.18.CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES AND QUESTIONS PRIOR TO START OFWORK. NO EXTRA PAYMENT SHALL BE ALLOWED ON ACCOUNT OF WORK MADE NECESSARYBY CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND/OR FAILURE TO RESOLVEDISCREPANCIES AND QUESTIONS.19.THE CONTRACTOR IS TO COMPLY WITH THE DIRECTIONS OF THE STATE OF HAWAIIOCCUPATIONAL SAFETY AND HEALTH LAW (DOSH).20.THE DEPARTMENT OF PUBLIC WORKS SHALL BE PROVIDED TWENTY (20) WORKING DAYSFOR ALL SUBMITTAL REVIEWS FROM THE TIME OF SUBMISSION BY THE CONTRACTOR.21.THE DEPARTMENT OF PUBLICS WORKS SHALL HAVE ACCESS TO THE WORK AT ALL TIMESDURING CONSTRUCTION AND SHALL BE FURNISHED WITH EVERY REASONABLE FACILITY(INCLUDING BUT NOT LIMITED TO LAYOUT UNDER THE SUPERVISION OF A LAN SURVEYORLICENSED IN THE STATE OF HAWAI'I) FOR ASCERTAINING THAT THE MATERIALS USEDAND THE WORKMANSHIP ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CHAPTER9 SUBDIVISION ORDINANCE; ORDINANCE NO. 808, ARTICLE 7, GRADING, GRUBBING ANDSTOCKPILING; AND THE STANDARDS ESTABLISHED BY DEPARTMENT OF PUBLICS WORKS.NOTES FOR GENERAL CONSTRUCTIONNOTES FOR CONSTRUCTION WITHIN COUNTY RIGHT-OF-WAY2.THE CONTRACTOR SHALL PROVIDE, INSTALL, MAINTAIN ALL NECESSARY SIGNS, LIGHTS,FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALLTAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND FOR THE CONVENIENCEAND SAFETY OF THE PUBLIC TRAFFIC. ALL SUCH PROTECTIVE FACILITIES ANDPRECAUTIONS TO BE TAKEN SHALL CONFORM WITH RULES AND REGULATIONS GOVERNINGTHE USE OF TRAFFIC CONTROL DEVICES AT WORK SITES ON OR ADJACENT TO PUBLICSTREETS AND HIGHWAYS ADOPTED BY THE HIGHWAY SAFETY COORDINATOR AND U.S.FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS DATED 2009 AND ITS AMENDMENTS.3.A.A PERMIT SHALL BE OBTAINED BY THE CONTRACTOR FROM THE DEPARTMENT OFPUBLIC WORKS, COUNTY OF KAUAI BEFORE WORK ON A PUBLIC STREET ORHIGHWAY MAY BEGIN. PERMIT FEES SHALL BE AT THE CONTRACTOR'S EXPENSE.B.DRIVEWAYS SHALL BE KEPT OPEN UNLESS OWNERS OF THE ABUTTING LOTSUSING THESE RIGHT-OF-WAY ARE OTHERWISE PROVIDED FOR SATISFACTORILY.C.ALL WORK INCLUDING REPAIR OF DAMAGED PAVEMENT AND SHOULDERS SHALL BEINSPECTED AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. ALLUNAPPROVED WORK SHALL BE CONSIDERED UNACCEPTABLE AND SHALL BERE-WORKED AND CORRECTED AS DIRECTED BY THE DEPARTMENT OF PUBLICWORKS, AT THE CONTRACTOR'S EXPENSE.D.DAMAGED SHOULDERS SHALL BE RESTORED TO A CONDITION EQUAL TO ORBETTER THAN EXISTING CONDITION.E.WORK ON A PUBLICS STREET AREA MAY BE PERFORMED ONLY BETWEEN THE HOURSOF 8:00 AM TO 3:30 PM MONDAY THROUGH FRIDAY, EXCEPT ON HOLIDAYSRECOGNIZED BY THE COUNTY OF KAUA'I, UNLESS OTHERWISE PERMITTED IN WRITINGBY THE COUNTY ENGINEER.F.DURING NON-WORKING HOURS, ALL TRENCHES SHALL BE COVERED WITH A SAFENON-SKID BRIDGING MATERIAL.G.NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISE STOREDWITHIN COUNTY RIGHT-OF-WAY EXCEPT AT LOCATIONS DESIGNATED IN WRITINGAND APPROVED BY THE COUNTY ENGINEER.H.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO OFFER THE LEASTPOSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC AND SHALL HAVEUNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK THAT CAN BEEXECUTED PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE PUBLIC.I.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTIVEMEASURES TO ADDRESS SAFETY AND WORKSITE PROTECTION FOR THE SITEAND PERSONNEL SHOULD CERTAIN EMERGENCIES ARISE. ALL NECESSARY SAFETYPRECAUTIONS SHALL BE TAKEN TO ENSURE PEDESTRIANS ARE PROTECTED FROMCONSTRUCTION OPERATIONS AND CONSTRUCTION.J.ALL EXISTING DRAINAGE FLOW CONDITIONS SHALL BE MAINTAINED.4.ALL SHOULDERS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED IN ACCORDANCEWITH COUNTY OF KAUAI, “HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2005” AND ITS AMENDMENTS.5.PROVIDE SMOOTH RIDING CONNECTION TO ALL EXISTING A.C. PAVEMENT ANDDRIVEWAYS.6.THE CONTRACTOR SHALL REPLACE OR REPAIR ALL TRAFFIC SIGNS, POSTS AND PAVEMENTMARKINGS DISTURBED DURING CONSTRUCTION.7.CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PRESERVE BENCHMARKS(SURVEY MONUMENTS) WHENEVER THE CENTER OF A SURVEY MONUMENT IS LESSTHAN THREE (3) FEET FROM THE EDGE OF CONSTRUCTION. THE CONTRACTORSHALL RETAIN A LICENSED SURVEYOR TO REFERENCE THE LOCATION OF SAIDSURVEY MONUMENT.8.BENCHMARKS THAT ARE DISTURBED OR DESTROYED SHALL BE RESTORED UNDERA LICENSED SURVEYOR'S DIRECTION. COPIES OF FIELD NOTES, DESCRIPTIONS ANDNEW VALUES OF THE NEW BENCHMARK SHALL BE SENT TO THE DEPARTMENT OFPUBLIC WORKS SURVEY SECTION FOR REVIEW AND APPROVAL PRIOR TO FINALACCEPTANCE OF THE PROJECT.1.ALL DAMAGED PAVEMENT SHALL BE RESTORED TO ITS ORIGINAL CONDITION IN ACCORDANCE WITH COUNTY OF KAUAI, "HAWAII STANDARD SPECIFICATIONS FOR ROADAND BRIDGE CONSTRUCTION, 2005" AND ITS AMENDMENTS AND THE "STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984", AS AMENDED BY THEDEPARTMENT FOR PUBLIC WORKS, CITY AND COUNTY OF HONOLULU, AND THE COUNTIESFOR KAUAI, MAUI, AND HAWAII, WITH 2" MINIMUM HOT MIXED ASPHALT CONCRETEPAVEMENT (STATE DESIGN MIX V) AND 8" MINIMUM BASE COURSE UNLESS OTHERWISENOTED IN THE PLANS.9.NO CONTAMINATION (TRASH OR DEBRIS DISPOSAL, ALIEN SPECIES INTRODUCTIONS, ETC.)OF MARINE ENVIRONMENTS (REEF FLATS, LAGOONS, OPEN OCEAN, ETC.) ADJACENT TO THEPROJECT SITE SHOULD RESULT FROM PROJECT-RELATED ACTIVITIES.10.FUELING OF PROJECT-RELATED VEHICLES AND EQUIPMENT SHOULD TAKE PLACE AWAYFROM THE WATER. A CONTINGENCY PLAN TO CONTROL THE ACCIDENTAL SPILLS OFPETROLEUM PRODUCTS AT THE CONSTRUCTION SITE SHOULD BE DEVELOPED.11.ABSORBENT PADS, CONTAINMENT BOOMS, AND SKIMMERS WILL BE STORED ON-SITE TOFACILITATE THE CLEANUP OF PETROLEUM SPILLS.12.RETURN FLOW OR RUN-OFF FROM MATERIAL STORED AT INLAND DEWATERING OR STORAGESITES SHOULD BE PREVENTED.FOR AQUATIC ECOSYSTEMS:1.BEST MANAGEMENT PRACTICES (BMPS), AS ADVISED IN THE USFWS RECOMMENDEDAQUATIC BEST MANAGEMENT PRACTICES INFORMATION SHEET, SHALL BE INCORPORATEDTO MINIMIZE WATER QUALITY DEGRADATION AND MINIMIZE THE IMPACTS TO FISH ANDWILDLIFE RESOURCES.ESSENTIAL FISH HABITAT1.CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION BIOLOGICAL SURVEY TO DETERMINEWHETHER INFRASTRUCTURE MATERIALS (E.G., RIPRAP, PILES, BOULDERS) ARE COLONIZEDWITH BENTHIC COMMUNITIES. IF INFRASTRUCTURE MATERIALS (E.G., RIPRAP, PILES,BOULDERS) THAT ARE COLONIZED WITH BENTHIC COMMUNITIES WILL BE REMOVED ORDESTROYED AS PART OF PERMITTED ACTIVITIES, CONTRACTOR SHALL PREPARERELOCATION PLAN FOR HDOT APPROVAL, AND THEN RELOCATE THESE MATERIALS TO ANAPPROPRIATE RECEIVING SITE.2.PERFORM WORK OUTSIDE OF THE MAIN CORAL SPAWNING PERIOD IN SUMMER (MAY TOAUGUST) TO MINIMIZE SEDIMENTATION AND TURBIDITY AFFECTS TO CORAL EGGS ANDLARVAE IN THE AREA.BMPS TO MINIMIZE THE INTRODUCTION AND SPREAD OF NEW INVASIVE SPECIES:1.TO AVOID THE UNINTENTIONAL INTRODUCTION OR TRANSPORT OF NEW TERRESTRIALINVASIVE SPECIES, ALL CONSTRUCTION EQUIPMENT AND VEHICLES ARRIVING FROMOUTSIDE HAWAII SHALL BE WASHED AND INSPECTED BEFORE ENTERING THE PROJECTAREA. IN ADDITION, CONSTRUCTION MATERIALS ARRIVING FROM OUTSIDE HAWAII SHALLALSO BE WASHED AND/OR VISUALLY INSPECTED (AS APPROPRIATE) FOR EXCESSIVEDEBRIS, PLANT MATERIALS, AND INVASIVE OR HARMFUL NON-NATIVE SPECIES (PLANTS,AMPHIBIANS, REPTILES, AND INSECTS). WHEN POSSIBLE, RAW MATERIALS (GRAVEL, ROCK,AND SOIL) SHALL BE PURCHASED FROM A LOCAL SUPPLIER ON HAWAII TO AVOIDINTRODUCING NON-NATIVE SPECIES NOT PRESENT ON THE ISLAND. INSPECTION ANDCLEANING ACTIVITIES SHALL BE CONDUCTED AT A DESIGNATED LOCATION.2.ALL MATERIALS IMPORTED TO THE PROJECT SITE, INCLUDING GRAVEL, SOIL, ROCK, SAND,AND CONSTRUCTION MATERIALS AND FORMS, SHOULD BE FREE OF INVASIVE SPECIES.INVASIVE SPECIES FOUND ON STOCKPILED MATERIALS SHOULD BE REMOVEDMECHANICALLY.3.THE AREA BEYOND THE CONSTRUCTION LIMITS WILL NOT BE DISTURBED. TREES,SHRUBS OR VEGETATED AREAS TEMPORARILY DAMAGED BY CONSTRUCTION OPERATIONSWILL BE RE-VEGETATED.4.TEMPORARILY DISTURBED AREAS SHALL BE REVEGETATED WITH NON-INVASIVE PLANTSPECIES APPROPRIATE FOR THE PROJECT AREA.SECTION 7 ENDANGERED SPECIES ACT (ESA), AND MIGRATORY BIRD TREATYACT (MBTA) AVOIDANCE. MINIMIZATION AND MITIGATION MEASURESMITIGATION MEASURES IN THE CHAPTER 195D SHALL BE INTEGRATED TO AVOIDCONSTRUCTION AND OPERATIONAL IMPACTS TO STATE LISTED SPECIES SUCH AS THEHAWAIIAN HOARY BAT AND ENDANGERED SEABIRDS. THE DIVISION OF FORESTRY ANDWILDLIFE (DOFAW) PROVIDES THE FOLLOWING ADDITIONAL COMMENTS ON THE POTENTIAL OFTHE PROPOSED WORK TO AFFECT LISTED SPECIES IN THE VICINITY OF THE PROJECT AREA.STATE LISTED WATERBIRDS SUCH AS THE HAWAIIAN DUCK (ANAS WYVILLIANA), HAWAIIANSTILT (HIMANTOPUS MEXICANUS KNUDSENI), HAWAIIAN COOT (FULICA ALAI), HAWAIIAN GOOSEOR NENE (BRANTA SANDVICENSIS), AND HAWAIIAN COMMON GALLINULE (GALLINULA CHLOROPUSSANDVICENSIS) HAVE THE POTENTIAL TO OCCUR IN THE VICINITY OF THE PROPOSED PROJECTSITE. IT IS AGAINST STATE LAW TO HARM OR HARASS THESE SPECIES. IF ANY OF THESESPECIES ARE PRESENT DURING CONSTRUCTION ACTIVITIES, THEN ALL ACTIVITIES WITHIN 100FEET (30 M) SHOULD CEASE, AND THE BIRD SHOULD NOT BE APPROACHED. WORK MAYCONTINUE AFTER THE BIRD LEAVES THE AREA OF ITS OWN ACCORD. IF A NEST ISDISCOVERED AT ANY POINT, PLEASE CONTACT THE KAUA'I DOFAW OFFICE AT (808) 274-3433.THE FOLLOWING MITIGATION MEASURES WILL BE IMPLEMENTED, AT A MINIMUM:ALL ESA AND MBTA SPECIES:1.ALL ON-SITE PROJECT PERSONNEL REGARDLESS OF THEIR PROJECT AFFILIATION(CONTRACTOR, SUBCONTRACTOR, COUNTY PERSONNEL) SHALL BE APPRISED OF THESTATUS OF ANY PROTECTED SPECIES POTENTIALLY PRESENT IN THE PROJECT AREA ANDTHE PROTECTIONS AFFORDED TO THE SPECIES UNDER FEDERAL LAW.2.THE PROJECT FOREMAN SHALL HAVE IN HIS OR HER POSSESSION AT THE JOBSITE AHANDOUT WITH PHOTOGRAPHS OF PROTECTED SPECIES THAT MAY ENTER THE PROJECTSITE TO ASSIST IN IDENTIFICATION OF PROTECTED SPECIES.3.THE PROJECT FOREMAN SHALL DESIGNATE AN APPROPRIATE NUMBER OF COMPETENTOBSERVERS TO SURVEY THE AREA ADJACENT TO THE PROPOSED ACTION FOR PROTECTEDSPECIES PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES ON A DAILY BASIS.HAWAIIAN HAWK:1.CONSTRUCTION AND REPAIR ACTIVITIES WILL NOT OCCUR WITHIN 1,600 FEET OF ANYHAWAIIAN HAWK NEST DURING THE HAWAIIAN HAWK BREEDING SEASON (MARCHTHROUGH SEPTEMBER).2.IF WORK MUST BE CONDUCTED DURING THE BREEDING SEASON, A NEST SEARCH OF THEPROJECT FOOTPRINT AND SURROUNDING AREAS WILL BE PERFORMED WITHIN 14 DAYSPRIOR TO DISTURBANCE.3.THERE WILL BE NO CLEARING OR PRUNING OF VEGETATION.SEABIRDS1.CONSTRUCTION ACTIVITY SHALL BE RESTRICTED TO DAYLIGHT HOURS DURING THESEABIRD PEAK FALLOUT PERIOD (SEPTEMBER 15-DECEMBER 15) TO AVOID THE USE OFNIGHTTIME LIGHTING THAT COULD ATTRACT SEABIRDS. THE LIMITED TEMPORARYNIGHTTIME WORK OUTSIDE OF THE PEAK SEABIRD FALLOUT PERIOD SHALL BE SHIELDEDTO PREVENT UPWARD RADIATION AND DIRECTED AWAY FROM ANY NEARBY BEACHHABITATS.2.ALL OUTDOOR LIGHTS SHALL BE SHIELDED TO PREVENT UPWARD RADIATION. THIS HASBEEN SHOWN TO REDUCE THE POTENTIAL FOR SEABIRD ATTRACTION (REED ET AL. 1985;TELFER ET AL. 1987). A SELECTION OF ACCEPTABLE SEABIRD FRIENDLY LIGHTS CAN BEFOUND ONLINE AT THE KAUA'I SEABIRD HABITAT CONSERVATION WEBSITE (2013).HAWAIIAN HOARY BAT (LASLURUS CINEREUS SEMOTUS)1.ANY FENCES THAT ARE ERECTED AS PART OF THE PROJECT SHALL HAVE BARBLESSWIRE TO PREVENT ENTANGLEMENTS OF THE HAWAIIAN HOARY BAT ON BARBED WIRE. NOFENCES IN THE SURVEY AREA WERE OBSERVED WITH BARBED WIRE DURING THESURVEY; HOWEVER, IF FENCES ARE PRESENT, THE TOP STRAND OF BARBED WIRE SHALLBE REMOVED OR REPLACED WITH BARBLESS WIRE.2.NO TREES TALLER THAN 15 FEET (4.6 M) SHALL BE TRIMMED OR REMOVED AS A RESULTOF THIS PROJECT BETWEEN JUNE 1 AND SEPTEMBER 15, WHEN JUVENILE BATS THATARE NOT YET CAPABLE OF FLYING MAY BE ROOSTING IN THE TREES.NENE OR HAWAIIAN GOOSE (BRANTA SANVICENSIS)1.A QUALIFIED BIOLOGIST SHALL SURVEY THE AREA FOR NESTING NENE BEFORECONSTRUCTION OR AS SOON AS THE AREA IS DEEMED SAFE AND ACCESSIBLE (INCOORDINATION WITH THE WATERBIRD SURVEYS), AND AFTER ANY SUBSEQUENT DELAY INWORK OF 3 OR MORE DAYS (DURING WHICH BIRDS MAY ATTEMPT NESTING). THE RESULTSOF THE PRE-CONSTRUCTION SURVEY SHALL BE SUBMITTED TO THE USFWS.2.IF A NENE IS FOUND IN THE AREA DURING ONGOING ACTIVITIES, ALL ACTIVITIES WITHIN100 FEET (30 M) OF THE BIRD WOULD CEASE, AND THE BIRD SHALL NOT BEAPPROACHED. IF A NEST IS DISCOVERED, USFWS SHALL BE NOTIFIED. IF A NEST ISNOT DISCOVERED, WORK MAY CONTINUE AFTER THE BIRD LEAVES THE AREA OF ITS OWNACCORD.3.ALL REGULAR ON-SITE STAFF SHALL BE TRAINED TO IDENTIFY NENE AND SHALL KNOWTHE APPROPRIATE STEPS TO TAKE IF NENE ARE PRESENT ON-SITE. TRAINING WOULDNOT BE NECESSARY IF A BIOLOGICAL MONITOR IS PRESENT FOR THE DURATION OF THECONSTRUCTION.4.TEMPORARY CONSTRUCTION FENCING SHALL BE ERECTED AROUND THE BRIDGECONSTRUCTION ZONES TO MINIMIZE THE POTENTIAL FOR NENE TO ENTER THE PROJECTZONES.WATERBIRDS1.IN AREAS WHERE VEGETATED STREAMBANKS WOULD BE DISTURBED, WATERBIRD NESTSEARCHES SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST BEFORE ANY WORK ISCONDUCTED AND AFTER ANY SUBSEQUENT DELAY IN WORK OF 3 OR MORE DAYS (DURINGWHICH BIRDS MAY ATTEMPT NESTING). FOR VEGETATED STREAMBANKS WHEREEMERGENCY WORK HAS ALREADY BEEN INITIATED, A QUALIFIED BIOLOGIST SHALLSURVEY THE AREA AS SOON AS THE AREA IS DEEMED SAFE AND ACCESSIBLE. THERESULTS OF THE PRE-CONSTRUCTION SURVEY SHALL BE SUBMITTED TO THE USFWS.2.IF A WATERBIRD NEST WITH EGGS OR CHICKS/DUCKLINGS IS DISCOVERED IN THECONSTRUCTION LIMITS, WORK SHALL NOT BEGIN UNTIL THE CHICKS/DUCKLINGS HAVEFLEDGED.3.WATERBIRD NESTS, CHICKS, OR BROODS FOUND IN THE SURVEY AREA BEFORE ORDURING CONSTRUCTION SHALL BE REPORTED TO THE USFWS WITHIN 48 HOURS.4.A BIOLOGICAL MONITOR SHALL BE PRESENT ON THE PROJECT SITE DURING ALLCONSTRUCTION ACTIVITIES TO ENSURE THAT HAWAIIAN WATERBIRDS AND NESTS ARENOT ADVERSELY IMPACTED.HAWAIIAN MONK SEAL (NEOMONACHUS SCHAUINSLANDI) AND SEA TURTLES:1.ALL REGULAR ON-SITE STAFF SHALL BE TRAINED TO IDENTIFY THE HAWAIIAN MONKSEAL AND SEA TURTLES, AND TRAINED ON APPROPRIATE STEPS TO TAKE IF THESESPECIES ARE PRESENT ON-SITE.2.CONSTRUCTION ACTIVITIES SHALL NOT TAKE PLACE IF A HAWAIIAN MONK SEAL OR SEATURTLE IS IN THE CONSTRUCTION AREA OR WITHIN 150 FEET (46 M) OF THECONSTRUCTION AREA. CONSTRUCTION CAN ONLY BEGIN AFTER THE ANIMAL VOLUNTARILYLEAVES THE AREA. IF A MONK SEAL/PUP PAIR IS PRESENT, A MINIMUM 300-FOOT (91-M)BUFFER SHALL BE OBSERVED. IF A HAWAIIAN MONK SEAL OR SEA TURTLE IS NOTICEDAFTER WORK HAS ALREADY BEGUN, THAT WORK MAY CONTINUE ONLY IF, IN THE BESTJUDGEMENT OF THE BIOLOGICAL MONITOR, THAT THERE IS NO WAY FOR THE ACTIVITY TOADVERSELY AFFECT THE ANIMAL(S).3.ANY CONSTRUCTION-RELATED DEBRIS THAT MAY POSE AN ENTANGLEMENT THREAT TOHAWAIIAN MONK SEALS AND SEA TURTLES SHALL BE REMOVED FROM THE CONSTRUCTIONAREA AT THE END OF EACH DAY AND AT THE CONCLUSION OF THE CONSTRUCTIONPROJECT.4.WORKERS SHALL NOT ATTEMPT TO FEED, TOUCH, RIDE, OR OTHERWISE INTENTIONALLYINTERACT WITH ANY LISTED SPECIES.5.SHIELDED LIGHTING SHALL BE USED TO REDUCE DIRECT AND AMBIENT LIGHT TOPOTENTIAL NEARBY BEACH HABITAT. LIGHTING SHALL BE DIRECTED AWAY FROM THEBEACH.6.IN-WATER WORK AT NIGHT SHALL BE AVOIDED, UNLESS EMERGENCY MAINTENANCE ANDREPAIR OF EROSION AND SEDIMENT CONTROLS ARE NECESSARY TO MEET PERMITCONDITIONS.7.ALL PROJECT-RELATED MATERIALS AND EQUIPMENT PLACED IN THE WATER SHOULD BEFREE OF POLLUTANTS.8.NO PROJECT-RELATED MATERIALS (FILL, REVETMENT ROCK, PIPE, ETC.) SHOULD BESTOCKPILED IN THE WATER (INTERTIDAL ZONES, REEF FLATS, STREAM CHANNELS, ETC.).WATER POLLUTION AND EROSION CONTROL NOTES1.GENERAL:A.THE CONTRACTOR IS REMINDED OF THE REQUIREMENTS OF SECTION 209-WATERPOLLUTION AND EROSION CONTROL AND SECTION 620 -DUST CONTROL IN THE“HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005”AND ITS AMENDMENTS. SECTION 209 DESCRIBES BUT IS NOT LIMITED TO:SUBMITTAL REQUIREMENTS; SCHEDULING OF A WATER POLLUTION AND EROSIONCONTROL CONFERENCE WITH THE COUNTY ENGINEER; CONSTRUCTIONREQUIREMENTS; METHOD OF MEASUREMENT; AND BASIS OF PAYMENT. NO WORKSHALL COMMENCE WITHOUT A BMP PLAN APPROVED BY THE DEPARTMENT OFHEALTH.B.THE CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE “INTERIM BESTMANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION SITE FOR COUNTY OFKAUAI” APRIL 2004 IN DEVELOPING, INSTALLING AND MAINTAINING THE BESTMANAGEMENT PRACTICES (BMP'S) FOR THE PROJECT. THE CONTRACTOR MAYSUBMIT ALTERNATE METHODS TO THE COUNTY FOR ACCEPTANCE.C.THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED BMP PLAN, NOI, ETC. ONTHE PROJECT SITE. THE BMP PLAN SHALL BE UPDATED TO REFLECT ANY CHANGESMADE DURING THE COURSE OF CONSTRUCTION FOR THE DURATION OF THE PROJECT.D.THE COUNTY ENGINEER MAY ASSESS LIQUIDATED DAMAGES OF UP TO $27,500 FORNONCOMPLIANCE OF EACH BMP REQUIREMENT AND EACH REQUIREMENT STATED INSECTION 209, FOR EVERY DAY OF NONCOMPLIANCE. THERE IS NO MAXIMUM LIMITON THE AMOUNT ASSESSED PER DAY.E.THE COUNTY ENGINEER MAY DEDUCT THE COST FROM THE PROGRESS PAYMENTFOR ALL CITATIONS RECEIVED BY THE DEPARTMENT FOR NON-COMPLIANCE, OR THECONTRACTOR/OWNER SHALL REIMBURSE THE STATE AND/OR COUNTY FOR THEFULL AMOUNT OF THE OUTSTANDING COST INCURRED BY THE STATE AND/OR COUNTY.THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKCONSTRUCTION NOTES 1C0.22AS SHOWN
TEMPORARY DUST CONTROL MEASURES FOR GRADING1.THE GRADED OR PROJECT SITE THAT IS CLEARED OF VEGETATION SHALL BE KEPTDAMP WITH WATER CONTINUOUSLY FOR SEVEN (7) DAYS A WEEK. AT THE END OFEACH DAY, THE SITE SHALL BE SUFFICIENTLY DAMPENED WITH WATER ON ACONTINUAL BASIS SO THAT THE SITE WILL REMAIN MOISTENED DURING THE NIGHT.2.THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT EXCAVATION,EMBANKMENT, AND IMPORTED MATERIAL SHALL BE DAMPENED WITH WATER ON ACONTINUAL BASIS TO PREVENT DUST PROBLEMS.3.IN APPLYING FOR A GRADING PERMIT, THE CONTRACTOR SHALL SUBMIT PLANS,SCHEDULES AND/OR WRITTEN MEASURES WHICH PROVIDES FOR DUST CONTROL. THEDUST CONTROL MEASURES SHALL CONTAIN POSITIVE STATEMENTS WHICH REQUIREACTIONS OR WORK THAT PREVENT DUST PROBLEMS. NO PERMITS WILL BE ISSUEDUNLESS THE COUNTY IS ASSURED THAT DUST PROBLEMS WILL BE MINIMIZED.TEMPORARY EROSION CONTROL MEASURES FOR GRADING1.TEMPORARY VEGETATIVE COVER SHALL BE PLANTED WITHIN A PERIOD OF 30CALENDAR DAYS AFTER THE SITE HAS BEEN GRADED OR BARED OF VEGETATION ORIF THE SITE WILL BE SUSPENDED FOR MORE THAN 30 CALENDAR DAYS.2.TEMPORARY VEGETATIVE COVER SHALL CONSIST OF 40 LBS. COMMON RYE GRASSSEED PER ACRE, 400 LBS. PER ACRE 10-10-10 OR EQUIVALENT FERTILIZER WORKEDINTO THE SEED BED BEFORE PLANTING. TEMPORARY SPRINKLER SYSTEM IS TO BEINSTALLED CONCURRENTLY WITH ALL PLANTINGS AND MAINTENANCE OF GRASS SHALLCONFORM TO THE “HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2005” AND ITS AMENDMENTS.PERMANENT EROSION CONTROL MEASURES FOR GRADING1.THE CONTRACTOR SHALL GRASS THE ENTIRE PROJECT SITE, EXCEPT PAVED AREASWITH BERMUDA GRASS SPRIGS. THE GRASS SHALL BE PLANTED, FERTILIZED, ANDMAINTAINED IN ACCORDANCE WITH THE “HAWAII STANDARD SPECIFICATIONS FORROAD AND BRIDGE CONSTRUCTION, 2005” AND ITS AMENDMENTS.2.THE CONTRACTOR SHALL GRASS ALL EXPOSED AREAS THAT HAVE BEENCONSTRUCTED TO FINAL GRADES WITHIN A PERIOD OF 30 CALENDAR DAYS.3.IN LIEU OF GRASS SPRIGS (NOTE 1), THE CONTRACTOR MAY USE HYDROMULCH WITHSEEDINGS AND IRRIGATION SPRINKLER SYSTEM.GRADING PHASES1.WHEN GRADING WORK IS DONE IN PHASES, THE ENGINEER MUST ACCEPT THECOMPLETED PHASE PRIOR TO START OF WORK ON THE NEXT PHASE. EVEN AFTERA COMPLETED PHASE HAS BEEN ACCEPTED, THE GRASSING OR OTHER MEANS OFSTABILIZATION MUST BE MAINTAINED UNTIL PROJECT COMPLETION.GRADING NOTESENVIRONMENTAL NOTES1.IN ACCORDANCE WITH CHAPTER 11-60.1, AIR POLLUTION CONTROL, TITLE 11,HAWAII ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ENSURING THAT EFFECTIVE CONTROL MEASURES ARE PROVIDED TOMINIMIZE OR PREVENT ANY VISIBLE DUST EMISSION CAUSED BY THECONSTRUCTION WORK FROM IMPACTING THE SURROUNDING AREAS INCLUDING THEOFF-SITE ROADWAYS USED TO ENTER/EXIT THE PROJECT. THESE MEASURESINCLUDE BUT ARE NOT LIMITED TO THE USE OF WATER WAGONS, SPRINKLERSYSTEM, DUST FENCES, ETC.2.IN ACCORDANCE WITH CHAPTER 11-55, WATER POLLUTION CONTROL AND CHAPTER11-54, WATER QUALITY STANDARDS, TITLE 11, HAWAII ADMINISTRATIVE RULES,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE BESTMANAGEMENT PRACTICES (BMP) TO MINIMIZE OR PREVENT THE DISCHARGEOF SEDIMENTS, DEBRIS AND OTHER WATER POLLUTANTS INTO STATE WATERS ISPROVIDED AT ALL TIMES.3.IN ACCORDANCE WITH CHAPTER 11-58, SOLID WASTE MANAGEMENT CONTROL,TITLE 11, HAWAII ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BERESPONSIBLE FOR ENSURING THAT GRUB MATERIAL, DEMOLITION WASTE ANDCONSTRUCTION WASTE GENERATED BY THE PROJECT ARE DISPOSED OF IN AMANNER OR AT A SITE APPROVED BY THE STATE DEPARTMENT OF HEALTH.DISPOSAL OF ANY OF THESE WASTES BY BURNING IS PROHIBITED.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALLAPPLICABLE PERMITS FROM THE DEPARTMENT OF HEALTH INCLUDING BUT NOTLIMITED TO NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES),NOTICE OF INTENT AND GENERAL PERMIT FOR STORM WATER, HYDROSTATICTEST AND DEWATERING DISCHARGES PRIOR TO COMMENCING CONSTRUCTION.NPDES PERMIT SHALL BE REQUIRED PRIOR TO GRADING OR GRUBBING WORKOVER AN AREA OF ONE ACRE OR MORE. AN NPDES PERMIT IS NOT REQUIRED FORTHIS WORK.5.AFTER EACH RAINFALL EVENT, THE CONTRACTOR SHALL REMOVE ALL SILT ANDDEBRIS RESULTING FROM THE WORK AND DEPOSITED IN DRAINAGE FACILITIES,ROADWAYS AND OTHER AREAS. THE COST INCURRED FOR ANY NECESSARYREMEDIAL ACTION BY THE COUNTY ENGINEER SHALL BE PAYABLE BY THECONTRACTOR.6.BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED AT ALL TIMES TOTHE MAXIMUM EXTENT PRACTICABLE TO PREVENT DAMAGE BY SEDIMENTATION,EROSION OR DUST TO STREAMS, WATER COURSES, NATURAL AREAS AND THEPROPERTY OF OTHERS.7.THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH NATIONAL POLLUTIONDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS FOR ALLPROJECTS WHICH WILL DISTURB ONE (1) ACRE OR MORE OF LAND. THECONTRACTOR SHALL NOT START CONSTRUCTION UNTIL NOTICE OF GENERAL PERMITCOVERAGE (NGPC) IS RECEIVED FROM THE DEPARTMENT OF HEALTH, STATE OFHAWAII AND HAS SATISFIED ANY OTHER PERMITTING REQUIREMENTS OF THENPDES PERMIT PROGRAM. AN NPDES PERMIT IS NOT REQUIRED FOR THIS WORK.8.IN ACCORDANCE WITH CHAPTER 11-46, COMMUNITY NOISE CONTROL, TITLE 11,HAWAII ADMINISTRATIVE RULES, THE CONTRACTOR SHALL BE RESPONSIBLEFOR PROVIDING EFFECTIVE CONTROL MEASURES TO MINIMIZE OR PREVENTCONSTRUCTION RELATED NOISE FROM IMPACTING THE RESIDENTS IN THEIMMEDIATE AREA. IF REQUIRED, NOISE REDUCTION MEASURES SHALL BEIMPLEMENTED BY THE CONTRACTOR DURING THE CONSTRUCTION WORK.9.THE PROPERTY MAY HARBOR RODENTS WHICH WILL BE DISPERSED TO THESURROUNDING AREAS WHEN THE SITE IS CLEARED. IN ACCORDANCE WITHCHAPTER 11-26, VECTOR CONTROL, TITLE 11, HAWAII ADMINISTRATIVE RULES, THECONTRACTOR SHALL ASCERTAIN THE PRESENCE OR ABSENCE OF RODENTS ONTHE PROPERTY. SHOULD THE PRESENCE OF RODENTS BE DETERMINED, THECONTRACTOR SHALL ERADICATE THE RODENTS PRIOR TO CLEARING THE SITE.10.A COPY OF THE PLANS, CONSTRUCTION SCHEDULE AND/OR WRITTEN MEASURESTHAT ARE REQUIRED TO BE SUBMITTED BY THE CONTRACTOR (DUST CONTROLMEASURES/PLANS) SHOULD ALSO BE SENT TO THE DEPARTMENT OF HEALTH FORMONITORING PURPOSES.HISTORICAL PRESERVATION NOTES1. SHOULD HISTORIC REMAINS SUCH AS ARTIFACTS, BURIALS, CONCENTRATION OFSHELL OR CHARCOAL BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, WORKSHALL CEASE IMMEDIATELY IN THE IMMEDIATE VICINITY OF THE FIND AND THEFIND SHALL BE PROTECTED FROM FURTHER DAMAGE. THE CONTRACTOR SHALLCORDON OFF THE AREA AND IMMEDIATELY NOTIFY THE PLANNING DEPARTMENT AT(808) 241-4050 AND THE STATE HISTORIC PRESERVATION DIVISION AT(808) 692-8015, WHICH WILL ASSESS THE SIGNIFICANCE OF THE FIND ANDRECOMMEND THE APPROPRIATE MITIGATION MEASURES, IF NECESSARY. IN ADDITION,IF HUMAN BURIALS ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE COUNTY OF KAUAI POLICE DEPARTMENT.THE UNIT PRICE FOR THE PAY ITEM 606 GUARDRAIL INCLUDES ALL NECESSARY EXCAVATION AND/OREMBANKMENT REQUIRED FOR A COMPLETE INSTALLATION AS WELL AS PAINTING.PAY ITEM NOTES:ABBREVIATIONSHORIZN.T.S.PREFABEXISTREINFREINFORCED OR REINFORCING£BOTBTWN¡CJCLRCONCCONTDBLDIADWGEAE.F.ELEVEQE.W.EXTFINFIXFTFTGGALVHSBI.D.MAXMECHMINMISCNO. OR #O.C.O.D.OPNGOPPPL OR ¢REFSIMSPSSBASELINEBOTTOMBETWEENCENTERLINECONSTRUCTION JOINTCLEARCONCRETECONTINUOUSDOUBLEDIAMETERDRAWINGEACHEACH FACEELEVATIONEQUALEACH WAYEXISTINGEXPANSIONEXTERIORFINISHFIXEDFOOT OR FEETFOOTINGGALVANIZEDHORIZONTALHIGH STRENGTH BOLTINSIDE DIAMETERMECHANICALMINIMUMMISCELLANEOUSNUMBERNOT TO SCALEON CENTEROUTSIDE DIAMETEROPENINGOPPOSITEPLATEPREFABRICATEDREFERENCESIMILARSPACE OR SPACINGSTAINLESS STEELEXPNMAXIMUMDDEPTHFHFULL HEIGHTFLFULL LENGTHFWFULL WIDTHHHEIGHT (VERTICAL DIRECTION)LLENGTH (LONGITUDINAL DIRECTION)STAGGSTAGGEREDR/WRIGHT OF WAYWATER POLLUTION AND EROSION CONTROL NOTES (CONTINUED)2.WASTE DISPOSAL:A.WASTE MATERIALS: ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED INA SECURELY LIDDED METAL DUMPSTER THAT DOES NOT LEAK. THE DUMPSTERSHALL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS.ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED INTHE DUMPSTER. THE DUMPSTER SHALL BE EMPTIED A MINIMUM OF TWICE PERWEEK OR AS OFTEN AS IS DEEMED NECESSARY. NO CONSTRUCTION WASTEMATERIAL SHALL BE BURIED ONSITE. THE CONTRACTOR'S SUPERVISORYPERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FORWASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THEOFFICE TRAILER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THATTHESE PROCEDURES ARE FOLLOWED.B.HAZARDOUS WASTE: ALL HAZARDOUS WASTE MATERIAL SHALL BE DISPOSED OFIN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS OR BY THEMANUFACTURER. THE CONTRACTOR'S SITE PERSONNEL SHALL BE INSTRUCTED INTHESE PRACTICES AND SHALL BE RESPONSIBLE FOR SEEING THAT THESEPRACTICES ARE FOLLOWED.C.SANITARY WASTE: ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLEUNITS A MINIMUM OF ONCE PER WEEK, OR AS REQUIRED.3.EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:A.ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE A WEEK ANDWITHIN 24 HOURS FOLLOWING ANY RAINFALL EVENT OF 0.5 INCHES OR GREATER.B.ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. IF REPAIR ISNECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS AFTER THE INSPECTION.C.BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HASREACHED ONE-THIRD THE HEIGHT OF THE FENCE.D.SILT SCREEN OF FENCE SHALL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS,TO VERIFY THAT THE FABRIC FENCE IS SECURELY ATTACHED TO THE FENCE POSTOR CONCRETE SLAB AND TO VERIFY THAT THE FENCE POST ARE FIRMLY IN THEGROUND.E.TEMPORARY AND PERMANENT SEEDING AND PLANTING SHALL BE INSPECTED FORBARE SPOTS, WASH OUTS AND HEALTHY GROWTH.F.THE CONTRACTOR SHALL SUBMIT TO THE COUNTY ENGINEER A MAINTENANCEINSPECTION REPORT PROMPTLY AFTER EACH WEEKLY INSPECTION.G.THE CONTRACTOR SHALL SELECT A MINIMUM OF THREE PERSONNEL WHO SHALL BERESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES ANDFILLING OUT THE INSPECTION AND MAINTENANCE REPORT.H.PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE RESPONSIBILITIESSHALL RECEIVE TRAINING FROM THE CONTRACTOR. THEY SHALL BE TRAINED INALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THEEROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.I.ALL SLOPES AND EXPOSED AREAS SHALL BE GRASSED AS FINAL GRADES HAVEBEEN ESTABLISHED. GRADING TO FINAL GRADE SHALL BE CONTINUOUS, AND ANYAREA IN WHICH WORK HAS BEEN INTERRUPTED OR DELAYED OR EXPOSED FORMORE THAN 15 DAYS SHALL BE GRASSED IN ORDER TO PREVENT DUST EMISSION,EROSION AND SILT RUNOFF. AREAS WITH IMPORTED SOILS SHALL BE GRASSEDNOT MORE THAN 5 WORKING DAYS AFTER THE FINAL GRADES HAVE BEENESTABLISHED.J.TEMPORARY EROSION CONTROLS SHALL NOT BE REMOVED BEFORE PERMANENTEROSION CONTROLS ARE IN-PLACE AND ESTABLISHED.4.GOOD HOUSE KEEPING BEST MANAGEMENT PRACTICES:A.MATERIALS POLLUTION PREVENTION PLAN:a.APPLICABLE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BEPRESENT ONSITE DURING CONSTRUCTION. OTHER MATERIALS AND SUBSTANCESNOT LISTED BELOW SHALL BE ADDED TO THE INVENTORY OF THE CONSTRUCTION CONTRACTOR'S SITE-SPECIFIC BMP PLAN.CONCRETEFERTILIZERSDETERGENTSPETROLEUM BASED PRODUCTSPAINTS (ENAMEL & LATEX)CLEANING SOLVENTSMETAL STUDSWOODTAR MASONRY BLOCKb.MATERIAL MANAGEMENT SHALL BE USED TO REDUCE THE RISK OF SPILLS OROTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORMWATER RUNOFF. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGHPRODUCT AS IS REQUIRED TO DO THE JOB.c.ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT, ORDERLYMANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE UNDER A ROOFOR OTHER ENCLOSURE.d.PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THEORIGINAL MANUFACTURE'S LABEL.e.SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESSRECOMMENDED BY THE MANUFACTURER.f.A PRODUCT SHALL BE USED UP COMPLETELY BEFORE DISPOSING OF THECONTAINER.g.MANUFACTURER'S RECOMMENDATION FOR PROPER USE AND DISPOSAL SHALLBE FOLLOWED.h.THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TO ENSURE PROPERUSE AND DISPOSAL OF MATERIALS ONSITE.B.HAZARDOUS MATERIAL POLLUTION PREVENTION PLAN:a.PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARENOT RESEALABLE.b.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) SHALL BERETAINED AND MADE AVAILABLE TO THE COUNTY ENGINEER UPON REQUEST.c.SURPLUS PRODUCTS SHALL BE DISPOSED OF ACCORDING TO MANUFACTURER'SINSTRUCTIONS OR LOCAL AND STATE RECOMMENDED REGULATIONS.C.ONSITE AND OFFSITE PRODUCTS SPECIFIC PLANS:THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BE FOLLOWED ONSITE:a.PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALL BE MONITOREDFOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCETHE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED INTIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALTSUBSTANCES USED ONSITE SHALL BE APPLIED ACCORDING TO THEMANUFACTURER'S RECOMMENDATION.b.FERTILIZERS: APPLY FERTILIZER ONLY IN THE MINIMUM AMOUNTSRECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, WORK FERTILIZERINTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE INA COVERED SHED.c.PAINTS: SEAL AND STORE ALL CONTAINERS WHEN NOT REQUIRED FOR USE. DONOT DISCHARGE EXCESS PAINT TO THE ROADWAY DRAINAGE SYSTEM. DISPOSEOF PROPERLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS OR STATE ANDLOCAL REGULATIONS.d.CONCRETE TRUCKS: WASH OUT OR DISCHARGE CONCRETE TRUCK DRUM WASHWATER ONLY AT A DESIGNATED SITE. DO NOT DISCHARGE WATER INROADWAY DRAINAGE SYSTEM OR WATERS OF THE UNITED STATES. CONTACTDRINKING WATER BRANCH, DEPARTMENT OF HEALTH AT (808) 586-4258 TORECEIVE PERMISSION TO DESIGNATE A DISPOSAL SITE. CLEAN DISPOSAL SITEAS REQUIRED OR AS REQUESTED BY THE OWNER'S REPRESENTATIVE.D.SPILL CONTROL PLAN:a.POST A SPILL PREVENTION PLAN TO INCLUDE MEASURES TO PREVENT ANDCLEAN UP EACH SPILL.b.THE CONTRACTOR SHALL BE THE SPILL PREVENTION AND CLEANUPCOORDINATOR. DESIGNATE AT LEAST THREE SITE PERSONNEL WHO SHALLRECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALSSHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTIONAND CLEANUP. POST THE NAMES OF RESPONSIBLE SPILL PERSONNEL IN THEMATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ONSITE.c.CLEARLY POST MANUFACTURER'S RECOMMENDED METHODS FOR SPILLCLEANUP. MAKE SITE PERSONNEL AWARE OF THE PROCEDURES AND THELOCATION OF INFORMATION AND CLEANUP SUPPLIES.d.KEEP MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP IN THEMATERIAL STORAGE AREA ONSITE.e.CLEAN UP ALL SPILLS IMMEDIATELY AFTER DISCOVERY.f.KEEP THE SPILL AREA WELL VENTILATED. PERSONNEL SHALL WEARAPPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACTWITH HAZARDOUS SUBSTANCES.g.REPORT SPILLS OF TOXIC HAZARDOUS MATERIALS TO THE APPROPRIATE STATEOR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.WWIDTH (TRANSVERSE DIRECTION)SUMMARY OF ESTIMATED QUANTITIESITEM NO.CONTRACT ITEMQUANTITYUNIT202REMOVAL OF STRUCTURE AND OBSTRUCTION20900S.F.209TEMPORARY WATER POLLUTION, DUST, AND EROSION CONTROL2950S.F.401HOT MIX ASPHALT PAVEMENT20900S.F.415COLD PLANING20900S.F.503CONCRETE STRUCTURES305S.F.606GUARDRAIL32FT629PAVEMENT MARKINGS470L.F.632MARKERS8EA645WORK ZONE TRAFFIC CONTROL1L.S.699MOBILIZATION1L.S.PAVEMENT AND TRENCH RESTORATION NOTES1.PAVEMENT RESURFACING WORK SHALL INCLUDE 2-INCH THICKNESS OF EXISTING A.C.TO BE COLD PLANED AND CONSTRUCTION OF A MINIMUM OF 2-INCH OF NEW A.C. (STATEMIX V) LAYER.2.ALL EXISTING PAVEMENT STRIPING DISTURBED BY THIS PROJECT SHALL BERESTORED. THE STRIPING MATERIALS SHALL BE THERMOPLASTIC TAPE ORTHERMOPLASTIC EXTRUSION. PAINTING IS NOT ACCEPTABLE.3.THE LIMITS OF ROAD RESTORATION WORK MAY BE REVISED BY THE ENGINEERINGDIVISION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS DURING PROCESSING OFROAD PERMITS FOR THIS PROJECT.THE UNIT PRICE FOR THE PAY ITEM 503 CONCRETE STRUCTURES INCLUDES PAINTING INCIDENTAL TOPARAPET REPAIRSTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKCONSTRUCTION NOTES 2, SUMMARY OFESTIMATED QUANTITIES & ABBREVIATIONSC0.33AS SHOWN
6" MINIMUMOVERLAP9" DIAMETER BIOSOCKCOMPOST FILTER SOCKPLANLIMIT OF WORKWORK AREA RUNOFFFLOWFLOWSECTIONBIOSOCK COMPOST FILTER SOCKPERIMETER CONTROL DETAILNOT TO SCALE1.REMOVE ACCUMULATED SEDIMENT WHEN THEDEPTH REACHES 13 OF THE BARRIER HEIGHT.2.BIOSOCK MATERIAL AND COMPOST SHALL BEREMOVED AT THE COMPLETION OFCONSTRUCTION AND SHALL BE DISPOSED OFPROPERLY.3.NO STAKING IS REQUIRED FOR SLOPES < 4:1.4.COMPOST SHALL NOT CONTAIN BIOSOLIDS ANDSHOULD BE CONSISTENT WITH UNITED STATESENVIRONMENTAL PROTECTION AGENCYGUIDELINES.BIOSOCK COMPOST FILTER SOCK NOTES:FLOW3"
2'-0"1'-2"
6"6"8'-0" MAXBBEND STAKESEE DETAIL BSILT FENCE DETAILSECTION B-BNOT TO SCALEEND STAKE DETAIL B(PLAN VIEW)PLANFABRICSTAKEFLOWFLOWFLOWSTAPLE DETAILFABRIC1"12"116" DIA1.STAKES SHALL BE SPACED 8' MAX ANDSHALL BE POSITIONED ON DOWNSTREAMSIDE OF FENCE, OR AS SPECIFIED BYTHE ENGINEER.2.STAKE DIMENSIONS ARE NOMINAL.MATERIAL AS SPECIFIED BY ENGINEER.3.STAKES TO OVERLAP AND FENCE FABRICTO FOLD AROUND EACH STAKE ONE FULLTURN. SECURE FABRIC TO STAKE WITH 4STAPLES OR WIRE.4.STAKES SHALL BE DRIVEN TIGHTLYTOGETHER TO PREVENT POTENTIALFLOW-THROUGH OF SEDIMENT AT JOINT.THE TOPS OF THE STAKES SHALL BESECURED WITH WIRE.5.FOR END STAKE, FENCE FABRIC SHALLBE FOLDED AROUND TWO STAKES ONEFULL TURN AND SECURED WITH 4STAPLES OR WIRE.6.MINIMUM 4 STAPLES OR WIRE PERSTAKE. DIMENSIONS SHOWN ARETYPICAL.7.JOINING SECTIONS SHALL NOT BEPLACED AT SLUMP LOCATIONS.8.SEE GENERAL NOTES FOR NOTES ONEROSION AND SEDIMENT CONTROLINSPECTION AND MAINTENANCEPRACTICES.SILT FENCE NOTES:2" x 2" WOOD STAKEOR 1 14" x 1 14" OAKOR MAPLE STAKETAMPED BACKFILLJOINING SECTIONDETAIL(PLAN VIEW)STAKE BSTAKE AFABRIC AFABRIC B1.NO VEHICLES, EQUIPMENT OR MATERIALSHALL BE STORED OR PARKED ON THEBRIDGE.2.NO WORK IS TO BE PERFORMED IN THESTREAM. CONTRACTOR SHALL PROVIDEMEANS TO CAPTURE ANY POLLUTANTSOR MATERIALS FROM FALLING INTO THESTREAM OR CONTAIN FROM GOINGDOWNSTREAM.3.CONTRACTOR SHALL SUBMIT PLAN FORCAPTURING POLLUTANTS FOR REVIEWAND APPROVAL PRIOR TO BEGINNINGWORK ABOVE STREAM.GENERAL NOTESXXXXXXX0+001+002+003+004+005+006+00THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKC0.44065'130'SCALE: 1" = 65'FEETAS SHOWNSITE LOCATION, BIOSOCK, TEMPORARYCONSTRUCTION STABILIZATION, & SILTFENCE DETAILTHIS AREA IS A HISTORICAL LANDMARK.CONTRACTOR SHALL TAKE MAJORPRECAUTIONS NOT TO USE OR DISTURBTHIS AREA. CONTRACTOR SHALL FINDTHEIR OWN LAYDOWN AREA AT THEIR OWNRISK. THE CONTRACTOR MAY USE THEAREA UNDER THE BRIDGE AS A LAYDOWNAREA AT THEIR OWN RISK.NWORK AREA LIMIT0.535 ACRES KOLOA ROADNEW PAVEMENT AREASEE SHEET T0.1 FORDETAILS
KOLOA RD. EBKOLOA RD. WBMILL AND RESURFACEMATCH EXISTING WIDTHMATCH EXISTING SLOPEMATCH EXISTING SLOPE KOLOA ROADEXIST.LANDSCAPEAND SIDEWALKMATCHEXISTINGWIDTHHOT MIX ASPHALT PAVEMENT,2" MIN THICKNATURAL GROUND0+001+002+003+004+005+006+00THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKROADWAY PAVEMENT & RE-STRIPING PLANT0.15020'40'SCALE: 1" = 20'FEETEXIST. R/W LINEEXIST. R/W LINE4" DBL. YELLOW PAVEMENT MARKINGSWITH TYPE D RAISED PAVEMENT MARKERSNEXIST. R/W LINEEXIST. R/W LINEWHITE LEFT TURN ARROW8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENTMARKERS12" WHITESTOP BAR8" WHITE CHANNELIZING LINE WITHTYPE C REFLECTIVE PAVEMENT MARKERS10' WIDE CROSSWALK WITH 2' MARKINGSAND SPACED TO BE CENTERED ON LANELINES AND LANE CENTERS PER KAUAICOUNTY STANDARD DETAIL T-20K12" WHITE STOP BAR12" WHITE STOP BARWHITE LEFTTURN ARROWS4" DBL. YELLOW PAVEMENT MARKINGSWITH TYPE D RAISED PAVEMENT MARKERS8" WHITE CHANNELIZING LINEWITH TYPE C REFLECTIVEPAVEMENT MARKERSWHITE LEFT TURN ARROW4" DBL. YELLOW PAVEMENT MARKINGS WITHTYPE D RAISED PAVEMENT MARKERS8" WHITE CHANNELIZING LINEWITH TYPE C REFLECTIVEPAVEMENT MARKERS4" WHITE PAVEMENT MARKINGS4" DBL. YELLOW PAVEMENT MARKINGS WITHTYPE D RAISED PAVEMENT MARKERS4" WHITE 2' LONG, 4' GAPPAVEMENT MARKINGS6'11'11'15'11'WHITE LEFT TURN ARROWWHITE LEFT TURN ARROW4" WHITE DIAGONAL MARKINGSWITH 4'-6" SPACING10'10'10'10'300' R150' REIGHT FLEXIBLE DELINEATORS WITH TYPE III ORIV REFLECTIVE SHEETING. INSTALL 1' BACK FROMEDGE LINE OF DIAGONAL MARKINGS WITH 8'SPACING STARTING AFTER DRIVEWAY OPENING(SEE SHEET S3.2 FOR DETAILS).LEGEND:DELINEATOR POSTSMILLING & RESURFACINGTYPICAL SECTIONMILLING & RESURFACINGSTA. 0+97.71 KOLOA RDPROVIDE A SMOOTH RIDINGCONNECTION WITH NEWLYPAVED AREA. KOLOA ROADAS SHOWNEDGE OF NEW PAVEMENTREMOVE AND REINSTALL WHEEL STOPSDURING PARKING SPACE MILLING ANDRESURFACINGSTA. 4+68.17 KOLOA RDPROVIDE A SMOOTH RIDINGCONNECTION WITH NEWLYPAVED AREA.PAVING SHALL EXTENDTO NEWLY PAVED AREASAND MATCH SLOPE ANDELEVATIONSSTA. 5+09.00 KOLOA RDEND OFRE-STRIPING10' WIDE CROSSWALK WITH 2' MARKINGSAND SPACED TO BE CENTERED ON LANELINES AND LANE CENTERS PER KAUAICOUNTY STANDARD DETAIL T-20KSTA. 0+40.23 KOLOA RDSTART OFRE-STRIPINGMILLING & RESURFACING NOTESPAVEMENT RESURFACING WORK SHALL INCLUDE3-INCH THICKNESS OF EXISTING A.C. TO BEMILLED AND CONSTRUCTION OF A MINIMUM OF3-INCH OF NE A.C. (STATE MIX V) LAYER.
1.POSTED SPEED THROUGHOUT CONSTRUCTION IS 25 MPH.2.MAINTAIN PEDESTRIAN TRAFFIC THROUGHOUT ALL PHASES OF CONSTRUCTION. AMINIMUM OF A FIVE (5) FOOT LEVEL SURFACE IS TO BE PROVIDED AT ALL TIMES.3.THE CONTRACTOR SHALL ENSURE THAT PERMANENT SIGNS DO NOT CONFLICT WITHMAINTENANCE OF TRAFFIC SIGNS. THE CONTRACTOR SHALL COVER BOTH PERMANENTAND TEMPORARY SIGNS THAT CONFLICT WITH TRAFFIC CONTROL DURING CONSTRUCTIONOPERATIONS.4.TEMPORARY TRAVEL LANES SHALL NOT BE LESS THAN TEN (10) FEET WIDE.5.THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES, BUSINESSES, ANDSIDE STREETS THROUGH THE CONSTRUCTION AREA.6.CHANNELIZING DEVICES USED SHOULD CONFORM TO THE STANDARDS DETAILED INCHAPTER 6F.63 OF THE MUTCD, 2009 EDITION.7.LONGITUDINAL CHANNELIZING DEVICES SHOULD CONFORM TO THE STANDARDSDETAILED IN CHAPTER 6F.71 OF THE MUTCD, 2009 EDITION. BARRICADES SHALL BEINTERLOCKED TO ELIMINATE ANY GAPS IN THE PEDESTRIAN CHANNELIZING PATH. IFUSED AT NIGHT, DEVICES SHOULD BE SUPPLEMENTED WITH RETROREFLECTIVEMATERIAL FOR IMPROVED VISIBILITY.8.REMOVE ANY CONFLICTING STRIPING PRIOR TO INSTALLING NEW TEMPORARY STRIPINGAND SHIFTING TRAFFIC INTO THE NEW CONFIGURATION AS SHOWN IN THE PLAN ANDTYPICAL SECTION. THIS INCLUDES ANY EXISTING STRIPING THAT CONFLICTS PRIOR TOPHASE I.9.AFTER PHASE III, REMOVE ANY REMAINING TEMPORARY STRIPING AND INSTALL THEFINAL STRIPING LAYOUT SHOWN ON THE STRIPING PLAN.10.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "HAWAII STANDARDSPECIFICATIONS FOR ROAD, BRIDGE, AND PUBLIC WORKS CONSTRUCTION,' 2005, STATEOF HAWAII DEPARTMENT OF TRANSPORTATION, HIGHWAYS DIVISION, EXCEPT ASMODIFIED HEREIN OR IN THE SPECIAL PROVISIONS.TEMPORARY TRAFFIC CONTROL NOTES21'-0"2'-0"10'-0"10'-0"2'-0"5'-0"45'-0"52'-0"21'-0"2'-0"10'-0"10'-0"2'-0"5'-0"43'-0"10'-0"2'-0"17'-0"2'-0"10'-0"5'-0"43'-0"52'-0"R/WR/W52'-0"PHASE IPHASE IIPHASE IIIR/WR/WR/WR/W2'-0"7'-0"WORK ZONETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANEWORK ZONEWORK ZONETEMP.PEDESTRIANPATHSIDEWALKSIDEWALKCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONCHANNELIZING DEVICE PERCHAPTER 6F.63 OF THE MUTCD, 2009 EDITIONLONGITUDINAL CHANNELIZING DEVICE PERCHAPTER 6F.71 OF THE MUTCD, 2009 EDITION1.THE PERMITTEE SHALL MAKE ADJUSTMENTS AT INTERSECTIONS, DRIVEWAYS,BRIDGES, STRUCTURES, ETC., TO FIT FIELD CONDITIONS.2.CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE VISIBLETO APPROACHING TRAFFIC.3.TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT THE SIGN OR DEVICEFARTHEST FROM THE WORK AREA SHALL BE PLACED FIRST. THE OTHERS SHALL THENBE PLACED PROGRESSIVELY TOWARD THE WORK AREA.4.REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT ARE INCONFLICT WITH THE TRAFFIC CONTROL PLANS SHALL BE REMOVED OR COVERED. ALLSIGNS SHALL BE RESTORED UPON COMPLETION OF THE WORK5.ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR COVEREDWHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.6.THE BACKS OF ALL SIGNS SHALL BE PROMPTLY REMOVED OR COVERED TO PRECLUDETHE DISPLAY OF INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE MESSAGESON BOTH FACES), WHENEVER THE MESSAGES ARE NOT APPLICABLE OR NOT IN USE.7.AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THEPERMITTEE SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TOPERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THEREVERSE ORDER OF INSTALLATION.8.REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC SIGNS UPON COMPLETION OFEACH PHASE OF WORK.9.ALL WORKERS WITHIN THE COUNTY R/W WHO ARE EXPOSED TO EITHER VEHICLESUSING THE ROADWAY OR TO CONSTRUCTION EQUIPMENT SHALL WEAR HIGH VISIBILITYSAFETY APPAREL THAT MEETS THE PERFORMANCE CLASS 2 OR 3 REQUIREMENTS OFANSI/ISEA 107-2004. "WORKERS" ARE DEFINED AS PEOPLE ON FOOT WHOSE DUTIESPLACE THEM WITHIN THE ROAD RIGHT OF WAY, SUCH AS, BUT NOT LIMITED TOCONSTRUCTION AND MAINTENANCE FORCES, EQUIPMENT OPERATORS, SURVEY CREW,UTILITY CREW, RESPONDERS TO INCIDENTS (EG. EMT AND FIREMEN), AND LAWENFORCEMENT PERSONNEL DIRECTING TRAFFIC, INVESTIGATING ACCIDENTS, HANDLINGLANE CLOSURES AND ROADWAY CONSTRUCTION.10.ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTORIZED WHEN USED AT NIGHT.CONES SHALL BE EQUIPPED WITH REFLECTORIZED COLLAR WHEN USED AT NIGHT.FLASHING LIGHTS SHALL BE USED WITH BARRICADED AND STEADY BURN LIGHTSWHEN USED IN A SERIES FOR CHANNELIZATION. FLAGGER STATIONS SHALL BEADEQUATELY ILLUMINATED AT NIGHT.11.WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN A SAFE ANDPASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE PROVIDED.PASSAGES BETWEEN WALKWAYS AT INTERSECTIONS SHALL LIKEWISE BE PROVIDED.CONSTRUCTION NOTES FOR TRAFFIC CONTROL PLANTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTRAFFIC CONTROL GENERAL NOTESTO.26NOT TO SCALE
KOLOA RD. EBKOLOA RD. WBKOLOA RD. EBKOLOA RD. WBTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKTRAFFIC CONTROL PLANLOCATION MAPT0.37LEGEND:WORK ZONE SIGNWORK ZONENNOTE: SIGNS SHOWN ON THIS SHEET ARE TO REMAININ PLACE FOR ALL TRAFFIC CONTROL PHASESROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"500'500'ROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"ROADWORK500'W20-136" X 36"ROADWORKAHEADW20-136" X 36"ROADWORKAHEADW20-136" X 36"ROADWORK500'W20-136" X 36"500'500'NOT TO SCALEAS SHOWN
KOLOA RD. EBKOLOA RD. WBTRAFFIC CONTROL PLANPHASE IT0.48020'40'SCALE: 1" = 20'FEET4" TEMP. DBL. YELLOWPAVEMENT MARKINGSEXIST. R/W LINEEXIST.R/W LINEEXIST. R/W LINEEXIST. R/W LINE**500'500'ROADWORKAHEADROADWORK500'*ROAD WORKENDROAD WORKENDG20-236" X 18"MOUNTED ON TYPE3 BARRICADEW20-136" X 36"MAINTAIN PEDESTRIAN TRAFFICON EXIST. 5' SIDEWALKLEGEND:CHANNELIZING DEVICETYPE III BARRICADEWORK ZONE SIGNWORK ZONESEE SIGN DETAIL #1SEE SIGNDETAIL #1SIGN DETAIL #1NTOWARDS OPPOSITEDIRECTION OFTRAFFICG20-236" X 18"W20-136" X 36"MAINTAIN EXIST. STOP BARREMOVE EXIST.LEFT TURN ARROWREMOVE EXIST. CONFLICTINGPAVEMENT MARKINGSREMOVE EXIST. CONFLICTINGPAVEMENT MARKINGSMAINTAIN EXIST. CROSSWALKAS SHOWNMAINT. EXISTLANE MARKINGSNOTE:THE CONTRACTOR HAS THE OPTION TODELINEATE THE TRAVEL LANES SOLELYWITH CHANNELIZING DEVICESTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIK
KOLOA RD. EBKOLOA RD. WBTRAFFIC CONTROL PLANPHASE IIT0.59020'40'SCALE: 1" = 20'FEETEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINE*ROAD WORKENDROAD WORKENDG20-236" X 18"4" TEMP. DBL. YELLOWPAVEMENT MARKINGS*MAINTAIN PEDESTRIAN TRAFFICON EXIST. 5' SIDEWALKLEGEND:CHANNELIZING DEVICETYPE III BARRICADEWORK ZONE SIGNWORK ZONE*500'500'ROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"SIGN DETAIL #1SEE SIGNDETAIL #1SEE SIGN DETAIL #1NTOWARDS OPPOSITEDIRECTION OFTRAFFICG20-236" X 18"MOUNTED ON TYPE3 BARRICADEAS SHOWN4" TEMP. WHITEPAVEMENT MARKINGSREMOVE EXIST.CONFLICTINGPAVEMENTMARKINGSNOTE:THE CONTRACTOR HAS THE OPTION TODELINEATE THE TRAVEL LANES SOLELYWITH CHANNELIZING DEVICESTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIK
KOLOA RD. EBKOLOA RD. WBTRAFFIC CONTROL PLANPHASE IIIT0.610020'40'SCALE: 1" = 20'FEET4" TEMP. DBL. YELLOWPAVEMENT MARKINGSEXIST.R/W LINEEXIST. R/W LINEEXIST. R/W LINEEXIST. R/W LINE**ROAD WORKENDROAD WORKENDG20-236" X 18"MOUNTED ON TYPE3 BARRICADEG20-236" X 18"4" TEMP. DBL. YELLOWPAVEMENT MARKINGS5' TEMP. PEDESTRIAN PATHWAYSIDEWALKCLOSEDSIDEWALK CLOSEDCROSS HERESIDEWALK CLOSEDAHEADCROSS HERER9-1124" X 18"R9-924" X 12"R9-11A24" X 18"LEGEND:CHANNELIZING DEVICETYPE III BARRICADEWORK ZONE SIGNWORK ZONELONGITUDINAL CHANNELIZING DEVICEPER 6F.71 OF THE MUTCD, 2009 EDITION.SEE SIGNDETAIL #1SEE SIGN DETAIL #1*500'500'ROADWORKAHEADROADWORK500'W20-136" X 36"W20-136" X 36"TOWARDS OPPOSITEDIRECTION OFTRAFFICSIGN DETAIL #1NMAINTAIN EXIST. CROSSWALKMAINTAIN EXIST. CROSSWALKAS SHOWNNOTE:THE CONTRACTOR HAS THE OPTION TODELINEATE THE TRAVEL LANES SOLELYWITH CHANNELIZING DEVICESTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIK
4+0041'20'-6"20'-6"BridgeLC49'-8"42'-8"5'2'-10"2'-10"37'41'20'-6"20'-6"7'-0" TOWATERLINELEGEND:DENOTES NORMAL WATERLINE ELEVDENOTES GROUNDLINE ELEVAPPROXIMATEEDGE OF CHANNELAPPROXIMATEEDGE OF CHANNELFLOWNS1.11PLAN VIEW3/16" = 1'-0"S1.12ELEVATION VIEW (NORTH/UPSTREAM)3/16" = 1'-0"42'-8"FLOWSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X curb12" drain linewood railingedge pavementrock wallbridgebridgerock wallsidewalkrailingsignpp#1302fenceedge pavementedge pavement10" drain pipe2" pipe8" pipebouldersrock wallsign4" piperock wallfencetree linerock columnSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTfenceSTA. 3+50.66℄ WEST ABUTMENTR/WNEW APPROACH GUARDRAILSEE SHEET 3.1NEW APPROACH GUARDRAILSEE SHEET 3.1R/WTO POPIU RDTO MALUHIA RDAPPROXIMATEEDGE OF CHANNELAPPROXIMATEEDGE OF CHANNEL2% MIN. SLOPE2% MIN. SLOPE KOLOA ROAD12" pipe8" pipe2" conduit pipe12" pipe41'20'-6"20'-6"8'-4" TOWATERLINE42'-8"STA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTS1.13ELEVATION VIEW (SOUTH/DOWNSTREAM)3/16" = 1'-0"THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKPLAN & ELEVATION VIEWS1.111AS SHOWN
NORTH PARAPET - INTERIOR FACEITEM NUMBERSTATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R13+53.59IIIDELAMINATION10014R23+62.45IIIDELAMINATION5014R33+66.33IIISPALL W/EXPOSED REBAR50143R43+71.69IIIDELAMINATION10014R53+84.05IIIDELAMINATION161441'20'-6"20'-6"41'20'-6"20'-6"41'20'-6"20'-6"41'20'-6"20'-6"1'-1"1'-8"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"8"1'-6"8"8"8"8"1'-6"1'-4"1'-2"1'-2"1'-1"1'-8"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"8"1'-6"8"8"8"8"1'-6"1'-4"1'-2"1'-1"2'-10"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"1'-6"1'-6"8"8"8"8"1'-2"1'-2"36'-10"10"1'-6"1'-1"2'-10"1"2'-10"8'-412"8'-412"8'-412"8'-412"2'-10"1'-6"1'-6"8"8"8"8"1'-2"1'-2"36'-10"10"1'-6"R1R2R12S2.11NORTH (UPSTREAM) PARAPET INTERIOR ELEVATION1/4" = 1'-0"S2.12NORTH (UPSTREAM) PARAPET EXTERIOR ELEVATION1/4" = 1'-0"S2.13SOUTH (DOWNSTREAM) PARAPET INTERIOR ELEVATION1/4" = 1'-0"S2.14SOUTH (DOWNSTREAM) PARAPET EXTERIOR ELEVATION1/4" = 1'-0"LEGEND:DENOTES DELAMINATIONSDENOTES SPALLSDENOTES CRACKSSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTSTA. 3+71.16℄ PIERSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTR3R4R5R6R7R8R13R15R14SOUTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTENDREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R143+60.46IIISPALL/DELAMINATION W/EXPOSED REBAR16142R153+62.67IIISPALL/DELAMINATION W/EXPOSED REBAR16142NORTH PARAPET - EXTERIOR FACEITEM NUMBERLOCATION FROM WESTENDREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R63+53.41IIIDELAMINATION1614R73+76.37IIIDELAMINATION12141R83+83.91IIIDELAMINATION1214R11R9R10SOUTH PARAPET - INTERIOR FACEITEM NUMBERLOCATION FROM WESTENDREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)R93+57IIIDELAMINATION10014R103+66IIIDELAMINATION10014R113+75IIIDELAMINATION10014R123+80.98IVSURFACE SPALL621R133+87.91IIISPALL/DELAMINATION1280.5THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKPARAPET REPAIR PLANS2.112AS SHOWN
UNDER DECK - GIRDERSITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)G1SPAN 1/GIRDER 1VISPALL/DELAM ON UNDERSIDE W/EXPOSED REBARSFLFW6G2SPAN 2/GIRDER 1VISPALL ON UNDERSIDE W/EXPOSED REBARSFLFW9G3SPAN 1/GIRDER 7IISPALL/DELAM ON EXTERIOR FACE EXTENDING TO UNDERSIDEW/EXPOSED REBARFLFH8 AVERAGE1.5G4SPAN 1/GIRDER 7IVSURFACE SPALL ON INTERIOR FACE1260.5G5PIER 1/GIRDER 7IIISPALL ON EXTERIOR FACE ABOVE PIER1251G6SPAN 2/GIRDER 7ISPALL/DELAM ON UNDERSIDE W/EXPOSED REBARFLFW2.5UNDER DECK - SOFFITITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)S1SPAN 1/NORTHVSPALL ON OVERHANG W/EXPOSED REBAR60122S2SPAN 1-2/NORTHVSCATTERED SMALL SPALLS W/EXPOSED REBAR, REPAIR AREA ASNECESSARY, DIMENSIONS GIVE APPROXIMATE TOTAL AREA96120.5S3SPAN 1/GIRDER 1-2IVSURFACE SPALL ON SOFFIT OVER UTILITY12122S4*SPAN 2/GIRDER 1-2VSPALL ON SOFFIT OVER UTILITY, CORRODED PIPE HANGER20252S5*SPAN 2/GIRDER 1-2VSPALL ON SOFFIT OVER UTILITY, CORRODED PIPE HANGER20162S6SPAN 1/SOUTHVSPALL ON OVERHANG6051.5S7SPAN 2/SOUTHVSPALL ON OVERHANG W/EXPOSED REBAR72162GIRDER 141'20'-6"20'-6"Span 2LCG1G2G3G4G5G6S1S3S4S5S6S76'6'6'6'6'6'1'-3"1'-6"1'-6"1'-6"19'19'49'2'-512"2'-512"FLOWLEGEND:DENOTES DELAMINATIONSDENOTES SPALLS1'-3"1'-3"1'-3"1'-3"1'-3"1'-3"S2.21REFLECTED SOFFIT AND GIRDER REPAIR PLAN3/16" = 1'-0"FLOWSTA. 3+71.16℄ PIERSTA. 3+91.66℄ EAST ABUTMENTSTA. 3+50.66℄ WEST ABUTMENTAPPROXIMATEEDGE OF CHANNELAPPROXIMATEEDGE OF CHANNELNGIRDER 2LCGIRDER 3LCGIRDER 4LCBRIDGEGIRDER 5LCGIRDER 6LCGIRDER 7LCSpan 1S2UTILITY LINE ATEXTERIOR FACE OFGIRDER. CONTRACTORSHALL COORDINATETEMPORARY SHUTOFF,REMOVAL ANDREPLACEMENT, ASNECESSARY TO CONDUCTSPALL REPAIRS*REPAIR FOR ITEMS S4 AND S5 INCLUDES REPLACEMENT OF CORRODEDPIPE HANGERS WITH EATON, MODEL B3100-8 HDG STANDARD CLEVISHANGER, OR APPROVED EQUAL.THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKREFLECTED SOFFIT & GIRDER REPAIRPLANS2.213AS SHOWN
WEST ABUTMENTITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)A1NORTH ENDIIISPALL/DELAM W/EXPOSED REBAR14123PIERITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)P1NORTH FACEIIISPALL NEAR GROUND831EAST ABUTMENTITEM NUMBERLOCATIONREPAIR TYPEDAMAGE DESCRIPTIONDIMENSIONSL (IN)H (IN)W (IN)D (IN)A2NORTH ENDIIISPALL/DELAM W/EXPOSED REBAR48103A3SOUTH ENDIIISPALL W/EXPOSED REBAR10212349'13'-8"4'-6"1'-6"9'-9"1'-6"49'1'-6"4'-6"4'-6"49'-8"1'-6"47'47'1'-6"4'-6"49'-8"8'-4"1'-6"8'-4"1'-6"1'-4"1'-4"A1P1A2A3A3EAST FACES2.31WEST ABUTMENT1/8" = 1'-0"S2.32PIER 11/8" = 1'-0"S2.33EAST ABUTMENT1/8" = 1'-0"4'-6"1'-6"4'-6"WEST FACEWEST FACEEAST FACENORTH FACESOUTH FACESOUTH FACENORTH FACENORTH FACESOUTH FACELEGEND:DENOTES DELAMINATIONSDENOTES SPALLS1'-6"1'-6"THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKABUTMENT & PIER REPAIR PLANS2.314AS SHOWN
XXXXXXXXEDGE PAVEMENTSIGNFENCE6"APPROX 4'-1034"FROM EDGE OFROCK WALL2'-6"2'-6"10°10'-112"3'-278"R=7'25°4'
-
2
1
8"R=2'-1178"80°9'-2 1
8"R/W4+006'-578"PAINT REPAIRED SECTIONS ONROADWAY SIDE OF BRIDGEPARAPET TO MATCH EXISTPATTERN AND COLORPAINT ROADWAY SIDE OFNEW APPROACH GUARDRAILSTO MATCH EXIST BRIDGEPARAPET COLORPAINT ROADWAY SIDE OFNEW APPROACH GUARDRAILSTO MATCH EXIST BRIDGEPARAPET COLORPAINT REPAIRED SECTIONS ONROADWAY SIDE OF BRIDGEPARAPET TO MATCH EXISTPATTERN AND COLORTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKGUARDRAIL TRANSITIONLOCATION & DETAILSS3.115NOT TO SCALEN KOLOA ROADGENERAL PAINTING NOTES:1.PAINTING FOR GUARDRAIL AND PARAPETS SHALL BE INCIDENTAL TOCOST PER UNIT PRICE OF GUARDRAILS AND CONCRETE STRUCTURES.2.PAINT AND OTHER COATINGS SHALL MATCH THE EXISTING COLORAND FINISH OF THE SURROUNDING STRUCTURE.
2"4"4"414"4"1'-01 4" ± 1 4"31 2"31 2"2'-6"3"±33 8"338"1" DIA HOLES(TYP)SPECIAL END SHOEELEVATION VIEWSPECIAL END SHOEPLAN VIEW℄ 2932" x 5"SLOTSRAIL ℄34" x 212"POST BOLT SLOTSECTION A-A1"
6"2'-0"3'-5"
2'-6"
6'-0"2"812"1'-01 2"61 8"
33 8"30°1212" LAP614"1'-43 8"GENERAL NOTES1.ALL BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED INACCORDANCE WITH AASHTO M 232. POSTS SHALL BEGALVANIZED IN ACCORDANCE WITH AASHTO M 111. METALGUARDRAIL SHALL BE GALVANIZED IN ACCORDANCE WITHASTM A 653. NO PUNCHING, DRILLING OR CUTTING WILL BEPERMITTED AFTER GALVANIZING.2.GUARDRAIL OFFSET BLOCK SHALL BE APPROVED BY THECOUNTY.3.AFTER THE GUARDRAIL POSTS ARE INSTALLED IN THE PAVEDAREA, THE CONTRACTOR SHALL FILL/SEAL AROUND EACHGUARDRAIL POST AND ALL CRACKS IN THE PAVED AREACAUSED DURING THE GUARDRAIL POST INSTALLATION. IFREQUIRED BY THE INSPECTOR/ENGINEER, THE CONTRACTORSHALL TAMP THE PAVED AREA AROUND THE GUARDRAIL POSTPRIOR TO FILLING/SEALING. ALL COSTS ASSOCIATED WITHTHIS WORK SHALL NOT BE PAID SEPARATELY, BUT SHALL BECONSIDERED INCIDENTAL TO THE VARIOUS GUARDRAILITEMS.4.REFLECTORS SHALL BE MOUNTED ON GUARDRAIL ON EACHEND OF EACH TRANSITION, BUT SHALL NOT BE INSTALLEDON TERMINAL SECTIONS. FURNISHING AND INSTALLING OFREFLECTORS SHALL BE CONSIDERED INCIDENTAL TO THEGUARDRAIL SYSTEM.5.COST OF ALL MATERIALS, LABOR AND EQUIPMENT REQUIREDFOR INSTALLATION OF GUARDRAIL TRANSITION SHALL BEINCLUDED IN THE BID PRICE FOR W-BEAM GUARDRAIL.CURVED ENDELEVATION VIEWCURVED ENDPLAN VIEWRAIL ℄58" BUTTON HEADPOST BOLT WITHNUT & WASHER,TYP.W6x9 POST,TYP.34" x 112" SLOTSFOR END SPLICE BOLT414"R=6"4"NORTH WEST GUARDRAIL ELEVATION VIEWNORTH EAST GUARDRAIL ELEVATION VIEWEND DETAILS8"34" x 212"POST BOLT SLOTEXISTING BRIDGEPARAPETSPECIAL END SHOE(SEE END DETAILS)3"CURVED END(SEE END DETAILS)2'-0"12'-6"2 SPACES @ 1'-634"3 SPACES @ 3'-112"12'-6"2 SPACES @ 1'-634"3 SPACES @ 3'-112"15'-1014"2'-6"STRAIGHT3'-278"CURVE10'-112"STRAIGHT15'-1014"9'-218"STRAIGHT4'-218"CURVE2'-6"STRAIGHTAARAIL ℄3"2'-0"EXISTING BRIDGEPARAPETSPECIAL END SHOE(SEE END DETAILS)CURVED END(SEE END DETAILS)RAIL ℄AAGENERAL NOTES:FOR THE INSTALLATION OF THE NEW FLEXIBLE DELINEATOR POSTS:1.DELINEATORS SHALL BE INSTALLED 1' MINIMUM INSIDE THE EDGEOF THE NEW DIAGONAL MARKINGS ON THE NORTH SIDE OF THEBRIDGE TO KEEP VEHICLES FROM OPERATING ON THE BRIDGESHOULDER.2.THE DELINEATOR POST SHALL BE DESIGNED FOR INSTALLATIONON PAVED AREAS. THE MOUNT/ANCHOR SHALL BE DESIGNED TOBOND TO THE PAVEMENT.3.EIGHT POSTS SHALL BE INSTALLED AT 8' O.C. ON THE NEWPAVEMENT. FOLLOW POST MANUFACTURER'S GUIDELINES ANDRECOMMENDATIONS FOR INSTALLATION SPACING.4.DELINEATORS SHALL BE FURNISHED COMPLETE WITH ATTACHEDREFLECTORS OF TYPE III OR IV RETRO-REFLECTIVE SHEETING.REFLECTORS SHALL FACE THE DIRECTION OF ONCOMING TRAFFIC.5.POSTS SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.6.DELINEATOR POSTS SHALL BE IN ACCORDANCE WITH 2005 HDOTSTANDARD SPECIFICATIONS SECTION 750 - TRAFFIC CONTROLSIGN AND MARKER MATERIALS.6'-0" WIDE NEW DIAGONAL MARKINGEDGE OF DIAGONAL MARKINGINSTALL 1'-0" IN FROMTHE EDGE OF THEDIAGONAL MARKING8'-0" EQUAL SPACINGNEW ASPHALT OVERLAYBRIDGE NORTH PARAPETNEW DELINEATOR POSTDIRECTION OF TRAFFICCLEAR AREA OF DEBRIS BEFORE INSTALLING.ENSURE THAT THE MOUNT/ANCHOR IS SECUREAND BONDED TO PAVEMENT.REFLECTIVE SHEETING(TYPE III OR IV HIGH INTENSITY)SURFACE MOUNT/ANCHOR3'-0" MINIMUM
RECOMMEND TO USE SAFE-HIT DELINEATOR POSTOR APPROVED EQUAL. CONTRACTOR SHALL SUBMITDELINEATOR POST SYSTEM DOCUMENTATIONPRIOR TO INSTALLING FOR APPROVAL.TYPICAL DELINEATOR INSTALLATIONBRIDGE PARAPET SECTION VIEWTYPICAL DELINEATOR SPACINGREFLECTIVE SHEET TOFACE ONCOMING TRAFFICREFLECTIVE SHEET TOFACE ONCOMING TRAFFICTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKDELINEATOR POST &GUARDRAIL DETAILSS3.216NOT TO SCALE
REPAIR TYPEUNITIIIIIIIVVS.F.3535851530QUANTITYS.F.S.F.S.F.S.F.SUMMARY OF QUANTITIESORIGINAL MILLSCALE UNOXIDIZEDLIGHT TO MEDIUM OXIDIZEDSECTION (CLEANING REQ'D)HEAVY CORRODED SECTION(CLEANING REQ'D)MINIMUM ALLOWABLEBAR DIAMETER CHARTBAR SIZEDIAMETER#438"#512"#658"#71116"#81316"NEW SPLICE BAR212"BARDIAMETER212"TYPSPALL REPAIR NOTES:1.SAWCUT AS DEEP AS POSSIBLE UP TO 34" DEEP AROUND PERIMETER OF THE REPAIR AREA. DO NOT CUT EXISTING REBAR, UNLESSOTHERWISE NOTED IN CONTRACT PLANS. NO FEATHERING OF PATCHING MATERIAL IS ALLOWED, EDGES OF REPAIRS WILL HAVE MIN34".2.REMOVE ALL UNSOUND AND LOOSE CONCRETE FROM WITHIN THE REPAIR AREA DOWN TO SOUND SUBSTRATE, OR TO THE SPECIFIEDDEPTH AS NOTED IN THE SPALL REPAIR DETAILS. THE OUTER LAYER OF EXISTING REBARS MUST BE EXPOSED WITHIN THE ENTIREREPAIR AREA. THE CONCRETE SHALL BE REMOVED TO A DEPTH THAT IS SUFFICIENT TO CREATE A 34" ANNULAR SPACE AROUND ALLREBARS WITHIN THE REPAIR AREA.3.THE EXPOSED CONCRETE SURFACE SHALL BE ROUGHENED TO A 18" AMPLITUDE AND SHALL BE CLEANED AND FREE OF LAITANCE,DUST, GREASE, AND ALL OTHER BOND-INHIBITING MATERIALS FROM THE REBAR AND CONCRETE SURFACES WITHIN THE REPAIRAREA. CLEAN EXPOSED REINFORCING BY HAND OR WITH POWER TOOLS SO IT IS FREE OF LOOSE RUST AND OTHER LAITANCE PERSSPC-SP2 OR SSPC-SP3.4.INSPECT THE CONDITION OF THE NEWLY EXPOSED REBARS. WHEN CORROSION HAS CAUSED >25% SECTION LOSS OF THE REBARS,THE CONTRACTOR SHALL SPLICE A NEW SECTION OF REBAR INTO PLACE, AS SHOWN IN DETAIL 2/S4.1. COAT ALL EXPOSEDREINFORCING WITH 2 COATS OF EPOXY BONDING AGENT. EPOXY BONDING AGENT SHALL BE SIKA ARMATEC 110, MASTER BUILDERSEMACO P24, EUCLID CORR-BOND OR APPROVED EQUAL. EACH COAT SHALL BE 20 MILS THICK.5.FORM AND PUMP ALL OVERHEAD REPAIRS GREATER THAN 4 SQUARE FEET. ALL OTHER REPAIRS MAY BE TROWEL APPLIED.6.FOR TROWEL APPLIED REPAIRS ONLY: COAT CONCRETE SURFACE WITH 20 MIL THICK EPOXY BONDING AGENT. SURFACE SHALL BESATURATED SURFACE DRY (SSD) AND CLEANED FREE OF LAITANCE, DUST AND OTHER BOND INHIBITING MATERIAL.7.CONCRETE REPAIR MATERIALS SHALL BE A POLYMER-MODIFIED CEMENT MORTAR. POLYMER MODIFIED CEMENT MORTAR FOR TROWELAPPLIED REPAIRS SHALL BE SIKA SIKATOP 123 PLUS, MASTER BUILDERS EMACO R320 CI, EUCLID VERTICOAT OR APPROVED EQUAL.POLYMER MODIFIED CEMENT MORTAR FOR FORMED AND PUMPED REPAIRS SHALL BE SIKA SIKATOP 111 PLUS EXTENDED WITH 38"COURSE AGGREGATE, OR APPROVED EQUAL. CONCRETE FOR REPAIR TYPE VI ONLY SHALL BE REGULAR HARDROCK CONCRETE PERGENERAL NOTES.8.LAYERS OF TROWEL APPLIED POLYMER-MODIFIED CEMENT MORTAR SHALL BE 14" MIN AND 112" MAX IN THICKNESS OR AS LIMITED BYTHE MANUFACTURER. SCRATCH SURFACE OF INTERMEDIATE LAYERS TO RECEIVE ADDITIONAL LAYERS.9.REPAIRED CONCRETE SURFACE SHALL BE BROUGHT BACK TO ORIGINAL FINISH LINES AND MATCH TEXTURE AND APPEARANCE OFSURROUNDING CONCRETE. ARCHITECTURAL FEATURES SUCH AS GROOVES, REVEALS, DRIPS AND CHAMFERS SHALL ALSO BEMAINTAINED.10.CONCRETE REPAIR AREA SHALL BE ALLOWED TO CURE A MINIMUM OF 14 DAYS BEFORE FORMS ARE REMOVED AND THE SURFACE ISCOATED. APPLY SEALANT/COATING TO ALL REPAIR SURFACES AND TO THE SURROUNDING EXISTING CONCRETE SURFACES. THECOATING SHALL COVER THE ENTIRE REPAIR SURFACE, PLUS 6" OF THE EXISTING CONCRETE SURFACES SURROUNDING THE REPAIRAREA. SEE "COATING OF SPALL REPAIRS", NOTES.CHIP AWAY CONCRETE ANDEXPOSE REBAR TO THIS POINTWELD LENGTHCONCRETESURFACEOUTLINE OFCONCRETESPALL1" MIN ALLAROUNDEXISTINGREINFORCINGSTEELSAWCUT 34" DEEP, MIN ANDCHIP AWAY CONCRETE TOSOUND SUBSTRATE. PROVIDE34" MIN SPACE BEHIND ANYEXPOSED REBARS.SURFACE PROFILESECTIONPATCHING MATERIAL LIMITS
1"1"OUTLINE OFCONCRETESPALL34" MIN ANNULARSPACE BEHINDEXISTING REBARS,TYP34"NOTES:1.REMOVE ALL HEAVY CORROSION AND SCALEFROM REINFORCING BARS BY HAND TOOLSOR WIRE BRUSH.2.IF REINFORCING BAR DIAMETER, AFTERCLEANING IS LESS THAN THAT SHOWN INALLOWABLE BAR DIAMETER CHART, ADDSPLICE REBAR.3.WELDING OF REINFORCING STEEL SHALL BEIN ACCORDANCE WITH THE "STRUCTURALWELDING CODE - REINFORCING STEEL"(AWS D1.4).4.SPLICE REBARS SHALL BE ASTM A706,GRADE 60.S4.11TYPICAL CONCRETE SPALL REPAIR DETAIL AND NOTESNOT TO SCALES4.12REBAR REPAIR DETAILNOT TO SCALES4.13SUMMARY OF QUANTITIESVI105S.F.GENERAL:A.WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATION, 7TH EDITION (INCLUDINGMOST RECENT INTERIMS), AND THE HAWAII STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2005 EDITION), ANDALL APPLICABLE SPECIAL PROVISIONS BY THE STATE OF HAWAII DEPARTMENT OF TRANSPORTATION.B.THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT DOCUMENTS WITH EACH OTHER AND REPORT IN WRITING TO THE ENGINEERALL INCONSISTENCIES AND OMISSIONS.C.THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH FIELDMEASUREMENTS AND CONDITIONS WITH THE DRAWINGS BEFORE COMMENCING WORK. REPORT IN WRITING TO THE ENGINEER ALLINCONSISTENCIES AND OMISSIONS.D.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES.E.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, WORKMANSHIP AND JOB SAFETY.F.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL MEMBERS ANDSYSTEMS.G.CONSTRUCTION LOADING SHALL NOT EXCEED DESIGN LIVE LOAD UNLESS SPECIAL SHORING IS PROVIDED. PERMITTED CONSTRUCTIONLOADS SHALL BE PROPERLY REDUCED IN AREAS WHERE THE STRUCTURE HAS NOT ATTAINED FULL DESIGN STRENGTH.H.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE ADJACENT PROPERTIES, STRUCTURES, STREETS AND UTILITIESDURING THE CONSTRUCTION PERIOD. ANY DAMAGED OR DETERIORATED PROPERTY SHALL BE RESTORED TO THE CONDITION PRIOR TOTHE BEGINNING OF WORK OR BETTER AT NO COST TO THE COUNTY OF KAUAI.I.DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ALL CONDITIONS UNLESS SPECIFICALLY SHOWN ORNOTED OTHERWISE.J.ELEVATIONS AND DETAILS OF THE EXISTING BRIDGE AS SHOWN ON THESE PLANS ARE BASED ON AS-BUILT DRAWINGS. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS AND EXISTING STRUCTURE DETAILS ANDSHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES FOR FURTHER ACTION.K.CONTRACTOR MAY INSTALL SCAFFOLDING TO CONDUCT THE WORK. SCAFFOLDING MAY BE HANGING OR ATTACHED TO THE BRIDGE ORERECTED ON THE GROUND, AS LONG AS IT IS NOT IN THE STREAM OR HIGH WATER MARK. ALL CONSTRUCTION MATERIALS SHALL NOTENTER THE WATER.REINFORCING STEEL:A.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.B.WELDABLE REINFORCING STEEL SHALL CONFORM TO ASTM A706, GRADE 60.C.CLEAR CONCRETE COVER FOR ALL REINFORCING BARS SHALL BE 3", UNLESS MATCHING ORIGINAL SURFACE PREVENTS THIS DEPTH.D.MECHANICAL SPLICE CONNECTORS SHALL DEVELOP IN TENSION 125 PERCENT OF THE SPECIFIED MINIMUM YIELD STRENGTH OFREINFORCING BARS.E.BAR BENDS AND HOOKS SHALL BE "STANDARD HOOKS" IN ACCORDANCE WITH ACI 318.CONCRETE:A.CONCRETE SHALL HAVE THE FOLLOWING MINIMUM CRITERIA:1.SPALL REPAIRS - POLYMER MODIFIED PATCHING MORTAR, 2,000 PSI BOND STRENGTH AT 3 DAYS, 6,000 PSI COMPRESSIVESTRENGTH AT 28 DAYSa.PREPACKAGED CEMENTITIOUS PATCHING MORTAR SHALL BE POLYMER MODIFIED, HAVE HIGH ABRASION RESISTANCE, ANDSHALL BE SUITABLE FOR OVERHEAD AND VERTICAL SURFACES.b.THE MINIMUM BOND STRENGTH PROVIDED BY THE PATCHING MORTAR SHALL BE 2,000 PSI AFTER 28 DAYS (ASTM C-882).c.THE MINIMUM COMPRESSIVE STRENGTH PROVIDED BY THE PATCHING MORTAR SHALL BE 6,000 PSI AFTER 28 DAYS (ASTMC-882).d.REFER TO MANUFACTURER'S SPECIFICATIONS FOR PREPARATION AND APPLICATION GUIDANCE.e.PATCHING MORTAR AND BONDING AGENT/REINFORCEMENT PROTECTION SHALL BE SUPPLIED BY THE SAME MANUFACTURERAND SHALL BE FULLY COMPATIBLE WITH EACH OTHER.2.REPAIR TYPE VI ONLY - REGULAR WEIGHT HARDROCK CONCRETE, 5,000 PSI COMPRESSIVE STRENGTH AT 28 DAYSa.A CORROSION INHIBITING ADMIXTURE SHALL BE INCLUDED IN THE CONCRETE MIX FOR ALL CONCRETE. THE ADMIXTURESHALL BE RHEOCRETE CNI CORROSION INHIBITOR FROM BASF, DCI S CORROSION INHIBITOR FROM GRACE CONSTRUCTIONPRODUCTS OR AN APPROVED EQUAL. ADDITION RATE OF CORROSION INHIBITING ADMIXTURE SHALL BE AS RECOMMENDED BYTHE MANUFACTURER.B.REINFORCING BARS, ANCHOR BOLTS, INSERTS, AND OTHER ITEMS TO BE CAST IN THE CONCRETE SHALL BE SECURED IN POSITIONPRIOR TO PLACEMENT OF CONCRETE.C.EPOXY FOR DOWELS SHALL BE HILTI HIT-RE 500-V3, OR APPROVED EQUAL.D.EPOXY FOR CRACK REPAIRS SHALL BE SIKADUR-52 INJECTION, OR APPROVED EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURERSRECOMMENDATIONS.EXISTING CONCRETE:A.CONTRACTOR SHALL NOT DAMAGE, CUT OR DRILL THROUGH EXISTING REINFORCING. IF REINFORCING IS DAMAGED, THE CONTRACTORSHALL INFORM THE CONTRACTING OFFICER IMMEDIATELY AND SHALL BE RESPONSIBLE FOR REPAIRING THE DAMAGE AT CONTRACTOR'SSOLE EXPENSE AND TO THE SATISFACTION OF THE CONTRACTING OFFICER. COATING OF SPALL REPAIRS:A.ALL SPALL REPAIRS SHALL BE COATED AFTER THE PATCHING MATERIAL HAS CURED FOR A MINIMUM OF 14 DAYS.B.THE LIMITS OF THE COATING APPLICATION SHALL INCLUDE THE FOLLOWING:1.100% COVERAGE OF THE SPALL REPAIR AREA2.6” BAND OF EXISTING CONCRETE SURFACE AROUND THE PERIMETER OF THE SPALL REPAIR AREAC.THE COATING SHALL CONSIST OF A HIGH-SOLIDS, HIGH-BUILD AMINE EPOXY COATING THAT CAN WITHSTAND ABRASION. CARBOGUARD890, OR APPROVED EQUAL. THE COATING SHALL BE APPLIED UNTIL A TOTAL WET FILM THICKNESS OF 14 MILS IS ACHIEVED. APPLY INTWO COATS OF 7 MILS EACH.D.REMOVE ALL FORM RELEASE AGENTS, CURING COMPOUNDS, SALTS, EFFLORESCENCE, LAITANCE, AND OTHER FOREIGN MATTER BYSANDBLASTING, MECHANICAL SCARIFICATION, OR SUITABLE CHEMICAL MEANS. REFER TO ASTM D4260. RINSE THOROUGHLY ANDALLOW TO COMPLETELY DRY BEFORE COATING.THIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKSTRUCTURAL NOTES & REPAIRDETAILS 1S4.117AS SHOWN
QUANTITY CALCULATION:QTY. = (WIDTH + DEPTH) x LENGTHSAWCUT 34" DEEP, ALLAROUND REPAIRDEMOLITION DETAILREPAIR DETAILLINE OF SOUND, HARDCONCRETE, SEE SPALL REPAIRNOTES, SHEET S4.1QUANTITY CALCULATION:QTY. = HEIGHT x LENGTHPROVIDE 34" GAPALL AROUND REBARSQUANTITY CALCULATION:QTY. = WIDTH x LENGTHEXISTINGREBARVERTICALSURFACEDEMOLITION DETAILREPAIR DETAILQUANTITY CALCULATIONS.F. = [WIDTH + (2 x DEPTH)] x LENGTHSEALANT/COATING SEE COATINGOF SPALL NOTES, SHEET S4.1S4.21TYPE I REPAIR DETAIL (S.F.)NOT TO SCALES4.22TYPE II REPAIR DETAIL (S.F.)NOT TO SCALES4.23TYPE III REPAIR DETAIL (S.F.)NOT TO SCALES4.25TYPE V REPAIR DETAIL (S.F.)NOT TO SCALES4.24TYPE IV REPAIR DETAIL (S.F.)NOT TO SCALE34" CLEARANCEBEHIND ALLREBARS, MINSAWCUT 34" DEEP, TYPEACH FACELINE OF HARD AND SOUNDCONCRETE, SEE SPALL REPAIRNOTES, SHEET S4.1EXIST REBAR℄ GIRDERTOP OF DECK℄ GIRDERTOP OF DECKPOLYMER MODIFIED PATCHINGMORTAR, SEE SPALL REPAIRNOTES, SHEET S4.1. MATCHEXISTING CONCRETE SURFACESEALANT/COATING SEE COATINGOF SPALL NOTES, SHEET S4.1DEMOLITION DETAILREPAIR DETAIL34" CLEARANCE BEHINDALL REBARS, MINSAWCUT 34" DEEP, TYPEACH FACELINE OF HARD AND SOUNDCONCRETE, SEE SPALL REPAIRNOTES, SHEET S4.1EXIST REBAR℄ GIRDERTOP OF DECK℄ GIRDERTOP OF DECKSEALANT/COATING SEE COATINGOF SPALL NOTES, SHEET S4.1EXIST REBARA MINIMUM OF 2 REBARS ATTHE UNDERSIDE OF THE BEAMSHALL BE EXPOSEDNOTE:FORM AND PUMP ALL OVERHEAD REPAIRSGREATER THAN 4 SQUARE FEETPOLYMER MODIFIED PATCHINGMORTAR, SEE SPALL REPAIRNOTES, SHEET S4.1. MATCHEXISTING CONCRETE SURFACEPOLYMER MODIFIED PATCHINGMORTAR, SEE SPALL REPAIRNOTES, SHEET S4.1. MATCHEXISTING CONCRETE SURFACENOTES:1.FORM AND PUMP ALL OVERHEAD REPAIRS GREATER THAN 4 SQUAREFEET.2.REPAIR FOR ITEMS S4 AND S5 INCLUDES REPLACEMENT OFCORRODED PIPE HANGERS WITH EATON, MODEL B3100-8 HDGSTANDARD CLEVIS HANGER, OR APPROVED EQUAL. DRILL AND EPOXY34" HDG THREADED ROD, MIN 5" EMBED ABOVE SLAB SOFFIT.CONTRACTOR SHALL SHORE WATERLINE AS NECESSARY FOR REMOVALAND REPLACEMENT OF HANGERS.REPAIR DETAILTOP OF DECKSAWCUT 34"DEEP, ALLAROUNDREPAIRSLAB SOFFIT7"DEMOLITION DETAILTOP OF DECKPROVIDE 34" GAPALL AROUND REBARSEALANT/COATINGSEE COATING OFSPALL NOTES,SHEET S4.1LINE OF SOUND, HARDCONCRETEPOLYMER MODIFIEDPATCHING MORTAR, SEESPALL REPAIR NOTES,SHEET S4.1. MATCHEXISTING CONCRETESURFACEREPAIR DETAIL℄ GIRDERTOP OF DECKEXIST REBAR2" CLR.
MIN.(4) #8BARS CONT.#4 DOWELS W/STD.HOOK DRILL AND EPOXYMIN. 6" EMBED. SPACEAT 8" MAX, STAGG.HOOK DIRECTIONDEPTH
WIDTHDEPTH
6"
MIN
HEIGHT
6"
MIN
S4.26TYPE VI REPAIR DETAIL (S.F.)NOT TO SCALE6"MINWIDTH6"MINADD 6" DEPTHTO EXISTCONCRETEGIRDERSEALANT/COATINGSEE COATING OFSPALL NOTES,SHEET S4.1WIDTHDEMOLITION DETAIL34" CLEARANCEBEHIND ALLREBARS, MIN.SAWCUT 34" DEEP, TYPEACH FACELINE OF HARD ANDSOUND CONCRETE,SEE SPALL REPAIRNOTES, SHEET S4.1EXIST REBAR℄ GIRDERTOP OF DECKDEPTHWIDTH
1'-3"2'-0"
1'-6"#3STIRRUPSAT 16"ocMAXNOTE:TERMINATE REPAIR FLUSH TO FACE OFPIER AND ABUTMENTS.CONCRETE REPAIR MORTAR,SEE SPALL REPAIR NOTES,SHEET S4.1.12" MIN.SAWCUT 12" DEEP MIN,ALL AROUND REPAIR.DOVETAIL EDGESEXISTINGREBAR (NOTEXPOSED)LINE OF SOUND, HARDCONCRETE, SEECONCRETE SURFACEREPAIR NOTES FORSURFACEPREPARATIONDEMOLITION DETAIL12" MIN.REPAIR DETAILTROWEL APPLYPOLYMER MODIFIEDREPAIR MORTAR TODAMAGED SURFACECONCRETE SURFACE REPAIR NOTES:1.SAWCUT MINIMUM 12" DEEP AROUND PERIMETER OF THEREPAIR AREA, DOVETAIL EDGES. DO NOT CUT EXISTINGREBAR.2.REMOVE ALL UNSOUND AND LOOSE CONCRETE FROMWITHIN THE REPAIR AREA DOWN TO SOUND SUBSTRATE,OR TO THE SPECIFIED DEPTH (12" MINIMUM) AS NOTED INTHE REPAIR DETAILS.3.THE EXPOSED CONCRETE SURFACE SHALL BE ROUGHENEDTO A 18” AMPLITUDE AND SHALL BE CLEANED AND FREE OFLAITANCE, DUST, GREASE, AND ALL OTHERBOND-INHIBITING MATERIALS FROM THE REBAR ANDCONCRETE SURFACES WITHIN THE REPAIR AREA.4.COAT CONCRETE SURFACE WITH 20 MIL THICK EPOXYBONDING AGENT. SURFACE SHALL BE SATURATED SURFACEDRY (SSD) AND CLEANED FREE OF LAITANCE, DUST ANDOTHER BOND INHIBITING MATERIAL.5.TROWEL APPLY POLYMER MODIFIED CEMENT MORTAR, SIKASIKATOP 123 PLUS, MASTER BUILDERS EMACO R320 CI,EUCLID VERTICOAT OR APPROVED EQUAL.NOTE:THIS REPAIR DETAIL ONLY APPLIES TO SURFACE DAMAGEWITH NO EXPOSED REINFORCEMENT. IF REINFORCEMENT ISEXPOSED ABOVE THE DEPTH OF SOUND HARD CONCRETE,REPAIR DETAIL 1/S4.1 SHALL APPLY.SEALANT/COATINGSEE COATING OFSPALL NOTES,SHEET S4.1NOTE:FORM AND PUMP ALL OVERHEAD REPAIRSGREATER THAN 4 SQUARE FEETTHIS WORK WAS PREPARED BY MEOR UNDER MY SUPERVISION ANDCONSTRUCTION OF THIS PROJECTWILL BE UNDER MY OBSERVATION.LICENSE EXPIRATION DATE 4/30/2022COUNTY OF KAUAIDEPARTMENT OF PUBLIC WORKSKOLOA BRIDGE REHABILITATIONKAUAI, HAWAIIDATE: OCTOBER 2021MAP NO. XXXXSHEETOFSHEETSAPPROVEDCOUNTY ENGINEERSCALE:18DESIGNED BY: JMMDRAWN BY: SYKCHECKED BY: JIKREPAIR DETAILS 2S4.218AS SHOWN
DEREK S.K. KAWAKAMI, MAYOR MICHAEL A. DAHILIG, MANAGING DIRECTOR
4444 Rice Street, Suite A473 • Līhu‘e, Hawai‘i 96766 • (808) 241-4050 (b) An Equal Opportunity Employer
DEPARTMENT OF PLANNING
KA‘ĀINA HULL, DIRECTOR JODI A. HIGUCHI SAYEGUSA, DEPUTY DIRECTOR
Kaua‘i County Historic Preservation Review Commission
(KHPRC)
DIRECTOR’S REPORT
I. SUMMARY
Action Required by KHPRC: Memorialize any comments on the proposed
improvements to the Kōloa Bridge.
KHPRC actions may include the following:
a. Support for the project without comments.
b. Provide comments in a response letter.
c. Defer comments until more information becomes available.
II. PROJECT INFORMATION
Parcel
Location:
Old Kōloa Town, Hawai‘i
Tax Map
Key(s):
(4) 2-8-006:025
(4) 2-8-006:999
(4) 2-8-007:016
(4) 2-8-008:041
Area: N/A
Age of
Structures
Built in 1928 (Approx. 94 years old)
Agency County of Kaua‘i, Department of Public Works – Engineering
Division
III. PROJECT DESCRIPTION AND BACKGROUND
Kōloa Bridge, constructed in 1928, is located in Kōloa Town and crosses over
Waikomo Stream. The bridge measures approximately 50 feet wide and 43 feet
long and is a two-span structure with 7 reinforced concrete girders supported by
concrete abutments and a reinforced concrete pier wall. The bridge railings
consists of a reinforced concrete parapet.
The proposed project is to rehabilitate the bridge with the following improvements:
• Road Resurfacing and restriping
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
HRS 6E-8- County of Kaua‘i Department of Public Works- Engineering Division
Kōloa Bridge
Tax Map Key: (4) 2-8-006:999; (4) 2-8-006:025; (4) 2-8-007:016; and (4) 2-8-008:041
HPRC-2022-19
Page 2
• Fixing spalls and delamination of the bridge to prevent further loss of the
exposed steel reinforcement
• Strengthening the concrete girders under the bridge by increasing the height
of each girder from 2 feet to 2.5 feet.
• Adding guardrails on the west and east sides of the bridge’s mauka-side
parapet along the steep embankments to prevent vehicles from falling into the
streambed. Each guardrail will be 12 feet long.
o West Guardrail- will be installed along the edge of the gravel parking
lot for the Kōloa Town Salon. This guardrail will be installed within the
right of way.
o East Guardrail- approximately 8 feet will extend into the Old Kōloa
Sugar Mill Property, which is a National Historic Landmark.
• Painting the bridge parapets to a green color to match the existing color
scheme.
IV. HISTORICAL ANALYSIS
a. KHPRC review of this project is triggered pursuant to HRS 6E-8 which
involves publicly owned properties over 50 years old. Although this project is
subject to Chapter 343 for the use of state funding, the Agency has claimed a
Chapter 343 EA exemption.
b. Based on the Department’s research, the Kōloa Bridge was considered one
of the widest bridges on the island during 1928 and was constructed to
accommodate the increasing traffic along the Kauaʻi Belt Road.
c. The Agency has identified the Kōloa Bridge and the Old Kōloa Sugar Mill as
the two main historic properties located within the project area. The Old
Kōloa Sugar Mill is listed on the National and State Historic Register of Places
and is also a National Historic Landmark. According to the nomination form,
the Old Kōloa Sugar Mill was one of the first successful plantations in Hawaiʻi
and was most likely historically significant under Criteria A- a property
associated with events that have made a significant contribution to the broad
patterns of our history. Today, only the smokestack and other remnant
portions of the mill foundation remain visible to visitors.
d. As represented by the Agency, only 8 feet of the western guardrail will extend
onto the Old Kōloa Sugar Mill property. However, it is the Department’s
understanding that the western guardrail will have little to no impact on the
mill foundation which is located further inland on the subject property.
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
HRS 6E-8- County of Kaua‘i Department of Public Works- Engineering Division
Kōloa Bridge
Tax Map Key: (4) 2-8-006:999; (4) 2-8-006:025; (4) 2-8-007:016; and (4) 2-8-008:041
HPRC-2022-19
Page 3
e. Other surrounding historic properties include Sueoka Market and the
commercial buildings of Old Kōloa Town. Although adjacent to the bridge, the
proposed scope of work should not impact these historic properties.
f. The Agency also intends to work with contractors to avoid disturbances to the
Old Kōloa Mill site.
V. RECOMMENDATION
The Planning Department has no objections to the proposed project and
recommends that the Kaua‘i Historic Preservation Review Commission
provide any additional comments related to the proposed improvements.
The Commission is further advised that this report does not represent the Planning
Department’s final recommendation in view of the forthcoming public hearing
process whereby the entire record should be considered prior to decision making.
The entire record includes but is not limited to:
a. Government agency comments;
b. Testimony from the general public and interested others; and
c. The land owner’s response.
By _________________________________
MARISA VALENCIANO
Planner
Approved & Recommended to Commission:
By _________________________________
JODI A. HIGUCHI SAYAGUSA
Deputy Director of Planning
Date: ___________________
1
Marisa Valenciano
From:Amber Kwon <amberk@adm-rpa.com>
Sent:Tuesday, April 5, 2022 9:37 AM
To:Marisa Valenciano
Cc:Grant Sumile
Subject:Sueoka Store - Storefront Repair Project Description and Drawings
Attachments:Sueoka Store - Storefront Repair Project Description.pdf; Sueoka Store - Storefront Repair
Drawings.pdf; Crash at Sueoka Store.jpeg
Follow Up Flag:Follow up
Flag Status:Flagged
CAUTION: This email originated from outside the County of Kauai. Do not click links or open attachments even if the sender is known
to you unless it is something you were expecting.
05 April 2022
EMAIL MEMORANDUM
TO: Kauai County Planning Department
Attn.: Marisa Valenciano
4444 Rice Street, Suite 473
Lihue, HI 96766
FROM: Amber Kwon
ADM Architecture + Interiors
PROJECT: Sueoka Store – Preservation & Expansion
ADM Proj.: ABC-41112.10
CRN: KCPD-04
SUBJECT: Storefront Repair Project Description and Drawings
Please find the attached items regarding the subject project for your review.
One (1) 8.5”x11” PDF copy of Sueoka Store – Storefront Repair Project Description, dated 05 April
2022 (1 page)
One (1) 24”x36” PDF copy of Sueoka Store – Storefront Repair Drawings, dated February 2022 (3
pages)
One (1) JPG copy of Crash at Sueoke Store
Should there be any questions, please feel free to contact me at 808.597.1662 or via fax at 808.597.1667.
Cc: Grant Sumile
I.3.
04/21/22
05 April 2022
Ms. Marisa Valenciano
County of Kauai Planning Department
4444 Rice Street Suite A473
Lihue, Hawaii 96766
RE: ABC Stores No. 96, Sueoka Store – Storefront Repair
Project Description
Tax Map Key: 4-2-008:035
5392 Koloa Road
Koloa, HI 96756
Please find the following items regarding the subject project for your review and
approval:
The project proposal is for a storefront repair of the historic Sueoka Store (TMK: 4-2-
008:035), located in Koloa, Kauai. The Sueoka Store was damaged when a vehicle drove
through the storefront, breaking three glass windows and the windows’ rock wall base.
In place of the windows, a temporary barricade was put up but prevents passersby from
looking in. The project to repair the storefront will involve:
• The removal of the temporary barricade
• The removal of the damaged windows and rock wall
• The rebuilding of the damaged portion of the storefront to match the building’s
original design:
o The wood window trims
o The moss rock wall base
Should there be any questions, please feel free to contact Grant Sumile at
808.597.1662 or via email at grants@adm-rpa.com.
Sincerely,
Amber Kwon
Architectural Designer
ADM Architecture + Interiors
DEREK S.K. KAWAKAMI, MAYOR MICHAEL A. DAHILIG, MANAGING DIRECTOR
4444 Rice Street, Suite A473 • Līhu‘e, Hawai‘i 96766 • (808) 241-4050 (b) An Equal Opportunity Employer
DEPARTMENT OF PLANNING
KA‘ĀINA HULL, DIRECTOR JODI A. HIGUCHI SAYEGUSA, DEPUTY DIRECTOR
Kaua‘i County Historic Preservation Review Commission
(KHPRC)
DIRECTOR’S REPORT
I. SUMMARY
Action Required by KHPRC:
a. Consideration of a Class I Zoning Permit to repair the storefront damages to
an existing historic commercial building.
KHPRC action may include the following:
1) Support for the project as represented; or
2) A recommendation that its approval of the project should incorporate
conditions of approval; or
3) A recommendation to consider denial of the permits; or
4) A recommendation to defer action on the permits
II. PROJECT INFORMATION
Permit Numbers HPRC-2022-18
Class I Zoning Permit Z-XX-2022
Parcel Location: Kōloa, Hawai‘i
Tax Map Key(s): (4) 2-8-008:020
(4) 2-8-008:022
(4) 2-8-008:023
(4) 2-8-008:024
(4) 2-8-008:025
(4) 2-8-008:026
(4) 2-8-008:027
(4) 2-8-008:028
(4) 2-8-008:029
(4) 2-8-008:034
(4) 2-8-008:035
Yamada Road
River Road
Area: 6,220 sq. ft.
0.1428 acres
(for TMK: 2-8-008:035)
LAND USE DESIGNATIONS & VALUES
Zoning: T4VC-F and T4N-F
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 2
State Land Use
District:
Urban
General Plan
Designation:
Neighborhood Center
Owner(s): SMK Inc. (ABC Stores)
III. PROJECT DESCRIPTION
The Applicant, SMK Inc. (ABC Stores), is proposing to repair the existing storefront
that was damaged from an October 2021 incident when a vehicle drove through
the store. The incident caused substantial damage to the storefront windows and
the rock wall façade and left only the right glass window and the activities counter
intact. Following the crash, the Applicant cleared up the debris and installed
temporary barricades in the front of the store.
The proposed repairs to the storefront involves: 1) removal of the temporary
barricade; 2) removing the damaged storefront windows and rock wall; 3)
rebuilding the damaged portion of the storefront to match the building’s original
design including the wood window trims and the moss rock wall base.
It should be noted that the Applicant has future plans for the demolition of
accessory structures and the expansion of the retail store. However, these
improvements will be applied for under separate zoning permits that will come
before KHPRC review and comment at a future meeting.
IV. PROJECT HISTORY AND BACKGROUND
a. Permit History
The Applicants own several tax map key parcels that include Sueoka Market, the
parking lot, and the surrounding properties. The storefront repairs are limited to
the Sueoka Market commercial building and further identified as TMK: (4) 2-8-
008:035.
Table 1 below identifies all zoning permits associated with the subject property.
However, Z-818-1992 is the only relevant zoning permit that the Department
maintains. In 1992, the Applicant altered the existing storefront by replacing one of
the six glass windows with a door and an activities counter on the left side of the
storefront building.
Table 1. Zoning Permit History
TMK Permits
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 3
2-8-008:034
Parking Lot
and Store
1963
Tofu Shop
R1439
6-1-65
1979
Alt./ addition to exist store- take-out food window service snack
shop
Z-949-1979
1995
Replace damaged rafters and corrugated iron on roof
OEP Permit
R107447
2009 Subdivision
S-2009-24
2012 Subdivision
S-2012-11
2-8-008:035
Store
1967
Addition and Alteration to Store
R67-186
5-16-1967
1972
A/C Unit Addition
R-188
4-12-1972
1978-9
Chillbox 10x18
Z-789-1978
B-986-6-79
1979
Alteration and addition to exist store- take out food window service
snack shop
Z-949-1979
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 4
1992
Renovation of Storefront
Z-818-1992
2-28-1992
2009 Subdivision
S-2009-24
2012 Subdivision
S-2012-11
2012
PV/ Tress Re-infor.
Z-449-2012
9-27-2012
b. Historic Photos and Summary of Alterations to the Storefront
Based on the Department’s research (see Exhibit A for historic photos, Table 2
below, and Exhibit B for the National Register Nomination Form), the storefront has
undergone several alterations.
Major Alterations:
One of the major alterations occurred in 1992 when a door and activities counter
were added to the left side of the storefront. According to the nomination form, the
storefront was also altered when the store entrance was relocated from the street
side to the parking lot side of the building. In 2007, there was a car accident that
damaged the storefront and that resulted in repairs to the stone wall and windows.
Minor Alterations:
Over the years, Sueoka Market has done maintenance and cosmetic repairs to the
storefront including but not limited to window replacements with in-kind materials
and the removal of the wooden paddles/ balustrades on the overhang awning.
Despite these renovations, the storefront has maintained high historic integrity with
its western style false front and in-kind material replacements.
Table 2. Exhibit A Historical Photo Descriptions
Est. Year Photo Source Storefront Photo Descriptions
1931 The Kaua‘i Album (1981) • overhang awning has wooden
paddles/ balustrades
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 5
• 6 window bays
• Moss rock columns and base
1988 KHPRC Inventory Profile Card • Removal of wooden paddles/
balustrades from awning
• 6 window bays
• Moss rock columns and base
1992 N/A Zoning Permit for Renovation to the
Storefront
Replaces one glass window with a door
and an activities kiosk counter.
1994 KHPRC Inventory Profile Card Reflects the 1992 renovations to the
storefront
V. TRIGGER FOR KHPRC REVIEW
Hawai‘i Revised Statutes (HRS) §6E-2 defines “Historic property” as “any
building, structure, object, district, area, or site, including heiau and underwater
site, which is over fifty years old.”
Hawai‘i Administrative Rules Title 13 defines “Significant Historic Property” as
“any historic property that meets the criteria” for listing on the Hawai‘i Register
of Historic Places under HAR 275-6(b) or HAR 2846(b).
VI. EVALUATION OF HISTORIC SIGNIFICANCE
a. Site/Building/Structure/Object IS Listed on Register – State and National
Historic Register
b. The property is NOT located in a Historic District
c. The property IS over 50 years old and IS by law defined as a “historic
property.”
d. The subject property IS included on the KHPRC Inventory List
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 6
e. The National Register Nomination Form (see Exhibit B) recognizes the
Sueoka Market building as historically significant under Criteria A- a property
associated with events that have made a significant contribution to the broad
patterns of our history. As represented in the nomination form, Sueoka
Market meets Criteria A for its local significance as a family-owned store that
has been serving the Kōloa community for over 100 years. The original
Sueoka Store was located in the Japanese Camp of the Kōloa Plantation and
then moved to its current location in 1933.
f. Although Sueoka Market is historically significant under Criteria A, it is also
eligible under Criteria C- a property that embodies the distinctive
characteristics of a type, period, or method of construction or represents the
work of a master, or possesses high artistic values, or represents a significant
and distinguishable entity whose components lack individual distinction.
g. Sueoka Market is a one-story structure that is typical of late 19th century and
early 20th century western style commercial buildings. The storefront
maintains character defining features such as the western false front, a metal
overhang awning, and a rock column and base façade. Despite several
renovations, the storefront still maintains high historic integrity in terms of
setting, location, materials, design, feeling, and association.
VII. EVALUATION OF PROJECT
a. As represented, the Applicant intends to address the storefront repairs and
remove the temporary barricade that was placed up following the vehicle
crash.
b. The storefront repairs, as represented, are in keeping with the original
storefront design that existed prior to the damages and will use in-kind
replacement materials to repair the windows and the rock base.
c. Repairing the storefront will restore the visibility to the storefront and will
encourage more visitor traffic into the store. The proposed improvements will
also contribute to the overall success of Old Kōloa Town ensuring that it
continues to be a vibrant and thriving historic town for residents and visitors.
VIII. RECOMMENDATION
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 7
Based on the foregoing evaluation, the Planning Department recommends that the
Kaua‘i Historic Preservation Review Commission SUPPORT the proposed repairs
to the storefront with the following conditions:
1) The Applicant shall ensure that the architectural form, style,
and material used for the proposed improvements is consistent with
the U.S. Secretary of Interior Standards and Guidelines, and does
not detract from or significantly alter the historic integrity of the
historic structure.
2) The Applicant shall be cognizant of the HRS 6E-10 review
process as it pertains to privately owned properties listed on the
Hawai‘i or National Registers of Historic Places. The Applicant
shall formally contact SHPD and comply with any conditions or
agency comments.
3) Prior to the issuance of the new permit, the Applicant shall
submit a letter to the Department to confirm compliance with any
EIS/ EA requirement pursuant to HRS 343.
The Commission is further advised that this report does not represent the Planning
Department’s final recommendation in view of the forthcoming public hearing
process whereby the entire record should be considered prior to decision making.
The entire record includes but is not limited to:
a. Government agency comments;
b. Testimony from the general public and interested others; and
c. The land owner’s response.
By _________________________________
MARISA VALENCIANO
Planner
Approved & Recommended to Commission:
By _________________________________
JODI A. HIGUCHI SAYAGUSA
Deputy Director of Planning
Kaua‘i Historic Preservation Review Commission (KHPRC)
April 21, 2022 Meeting
Sueoka Market Storefront Repairs
TMK: Multiple TMKs
Zoning Permit Z-XX-2022
HPRC-2022-18
Page 8
Date: ___________________
EXHIBIT “A”
(Historical Photos of the
Storefront)
sanitary conditions,individual ethnic groups resorted to sometimes
violent and almost always abortive strikes.Some unity was achieved
among these groups beginning in the 1920's.Strikes and arbitration
resulted in housing benefits to the workers.
KAVVAMOTO STORE
1931
Contractor:Hanapepe Construction
64
KHPRC EXHIBIT (April 21, 2022 Mtg.)
Est. 1931
Source:
The Kauai Album: Kauai Historical Society Book
(Wilcox, Wehrheim, & Kunichika, 1981, p. 64)
KAUAI HISTORIC RESOURCE PROFILE
Name:
Location:
Owner:
Sueoka Store
Koloa Road,Koloa
Sueoka
Original Use:Grocery store
Present Use:Grocery store
Condition:Good
Integrity:Major alteration to storefront
Historical Information:
Distinguishing Features:
Single-story,rectangular-plan building with
corrugated metal gable roof hidden by false front.
False front sheathed with sheet metal and edged
with decorative band articulating ogee curve and
angled top.Half-elliptical attic vent with simple
horizontal louvers and five rectangular brackets.
Corrugated metal canopy cantilevered over
sidewalk and entry side,with stor^'s name on
fascia.Six square plate glass windows with 12
transom windows on main storefront.Mossrock
columns and base.
Major Source:Spencer Mason Architects.
Tax Map Key :2-8-08:35
State Site No.:
SLU District:
County G P:
County Zoning:
Date-Original:
Date(s)-Altered:1986
KHPRC EXHIBIT (April 21, 2022 Mtg.)
Est. 1988
Source:
KHPRC Inventory Profile Cards
KAUAI HISTORIC RESOURCE PROFILE
Name;
Location:
Owner:
Sueoka Store
5392 Koloa Road,Koloa
Jan,Inc.
Original Use:Commercial
Present Use:Commercial
Condition:Fair
Integrity:Major alterations to storefront
Historical Information:
Observations:
Single-story,rectangular-plan building with
corrugated metal gable roof hidden by false front.
False front sheathed with sheet metal and edged
with decorative band articulating ogee curve and
angled top.Half-elliptical attic vent with simple
horizontal louvers and five rectangular brackets.
Corrugated metal canopy cantilevered over
sidewalk and entry side,with strfre's name on
fascia.Six,square,plate-glass windows and 12
transom windows on main storefront.Mossrock
columns and base on facade and a portion of side
walls.Rear portion of building has corrugated
metal siding and jalousie windows.
Sources:Spencer Mason Architects and MLS
Tax Map Key:
State Site No.:
SLU District:
County G P:
County Zoning:
Date-Original:
2-8-08:35
1923
Date(s)-Altered:1986
1994 Reconnaissance Survey
KHPRC EXHIBIT (April 21, 2022 Mtg.)
Est. 1994
Source:
KHPRC Inventory Profile Cards
EXHIBIT “B”
(Sueoka Market National
Register Nomination Form)
NPS Form 10-900 OMB No. 1024-0018
United States Department of the Interior
National Park Service
National Register of Historic Places Registration Form
This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register
Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being
documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only
categories and subcategories from the instructions.
1. Name of Property
Historic name: Sueoka Market
Other names/site number: Sueoka Store, Waterhouse building
Name of related multiple property listing:
(Enter "N/A" if property is not part of a multiple property listing
2. Location
Street & number:
5392 Koloa Road
City or town: _Koloa State: HI County: _Kauai
Not For Publication: Vicinity:
3. State/Federal Agency Certification
As the designated authority under the National Historic Preservation Act, as amended,
I hereby certify that this nomination request for determination of eligibility meets
the documentation standards for registering properties in the National Register of Historic
Places and meets the procedural and professional requirements set forth in 36 CFR Part 60.
In my opinion, the property meets does not meet the National Register Criteria. I
recommend that this property be considered significant at the following
level(s) of significance:
national statewide _X local
Applicable National Register Criteria:
_X A B C D
1
State or Federal agency/bureau or Tribal Government
Date Signature of certifying official/Title:
State or Federal agency/bureau
or Tribal Government
Title :
Date Signature of commenting official:
In my opinion, the property meets does not meet the National Register criteria.
Sections 1-6 page 2
X
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market Koloa, HI
Name of Property County and State
4. National Park Service Certification
I hereby certify that this property is:
entered in the National Register
determined eligible for the National Register
determined not eligible for the National Register
removed from the National Register
other (explain:)
Signature of the Keeper Date of Action
5. Classification
Ownership of Property
(Check as many boxes as apply.)
Private:
Public – Local
Public – State
Public – Federal
Category of Property
(Check only one box.)
Building(s)
District
Site
Structure
Object
X
Sections 1-6 page 3
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Number of Resources within Property
(Do not include previously listed resources in the count)
Contributing Noncontributing
_1
buildings
sites
structures
objects
_1 Total
Number of contributing resources previously listed in the National Register
6. Function or Use
Historic Functions
(Enter categories from instructions.)
_COMMERCE/TRADE/supermarket_
Current Functions
(Enter categories from instructions.)
_COMMERCE/TRADE/supermarket_
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 7 page 4
7. Description
Architectural Classification
(Enter categories from instructions.)
_LATE 19TH EARLY 20TH CENTURY_
_AMERICAN MOVEMENT_
_Commercial style_
Materials: (enter categories from instructions.)
Principal exterior materials of the property: FOUNDATION: Slab-on-Grade WALL: Stone,
wood ROOF: corrugated metal
Narrative Description
(Describe the historic and current physical appearance and condition of the property. Describe
contributing and noncontributing resources if applicable. Begin with a summary paragraph that
briefly describes the general characteristics of the property, such as its location, type, style,
method of construction, setting, size, and significant features. Indicate whether the property has
historic integrity.)
Summary Paragraph
The Sueoka Market is a one-story wood frame Western False Front style commercial
building of the late 19th and early 20th century American Movement. The shallow
sloping roof, with rectangular floor plan is embellished with a false front with parapet
wall made of sheet metal with a white painted decorative band and centered ogee curve
and angled top. Fixed on the overhanging awning, “Sueoka’s Market” reads in bold
white letters. The interior of the store reflects the traditional market open plan layout
and style. The store is located in Koloa, Kauai at the intersection of Koloa Road and
Maluhia Road. The façade of the building is set back about 12 feet from the main street
and there is a 4’11” wide concrete sidewalk with slanted parking stalls between the
sidewalk edge and street. There is no visible curb between the sidewalk and asphalt
road fronting the façade. This building has integrity of design, materials and
workmanship of the mid-1920s and the Western False Front Commercial style and is in
good condition.
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 7 page 5
Narrative Description
The property is commercial and is part of a commercial area, Koloa Town, in Kauai.
Koloa Town is lined with several western storefront themed shops along the south side
of Koloa Street. The historic store is across the street from the Old Sugar Mill of
Koloa, which is listed on the National Register of Historic Places. The Market faces the
road, at the intersection of Koloa Road and Maluhia Road. The Waikomo Stream flows
along the west side of the adjacent lot, which is presently used as a parking area for the
Sueoka Market.
The Market is one-story and has one main room with various aisles of merchandise,
freezers, and check out registers, and a rear section with additional aisles of
merchandise. The total area of the store measures 5,728 square feet currently. A small
lofted eight-foot by eight foot space in the front corner of the store contains the offices
and management space. Originally the building was approximately 50 feet wide by 50
long. The rear half of the store is an addition that was built sometime between 1927 and
1945. This historic addition was first modified in the 1950s to accommodate the butcher
counter, and has been modified again in later years. One restroom is located in the back
corner of the addition on the rear portion of the lot. There is no basement in this
building.
The front façade of the store faces northwest, towards Koloa Road, and the historic Old
Sugar Mill of Koloa. The façade is symmetrical with six window bays, rock pillars and
base, and a faux front on the top, which is termed here as “western false front”. The top
portion of the façade, above the awning, is the “highlight” of the store. The trademark
front has a parapet wall with ogee curve and angled top made of paneled flat sheet
metal painted red with a white band bordering it. Centered on the paneled metal parapet
is a half elliptical attic vent with slats. A sloping metal awning spans the front of the
store and extends to the west side of the building.
The front of the awning displays the name of the market in bold white lettering with
evenly spaced signs hanging below. On the sidewalk level, under the metal awning, are
six-bay window modules – one of which has been converted into a merchant walk up
window with counter selling souvenirs. Large single pane storefront windows span the
façade with jalousie transom windows above.
The metal awning slopes at a 1:12 pitch from the wall of the building down as it
extends 7 feet over the sidewalk. Its uppermost height at the wall is 11 feet high and
slopes down to 10’ 4” at the lowest point over the sidewalk. The underside of the
awning is soffited and meets at the top of the jalousie transom window openings.
Moldings border the edge of the soffited awning. The front awning is spans the entire
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 7 page 6
front and wraps around the west side of the building, ending at the original building
rock wall edge where the two-story portion of the 1940s addition begins.
The sidewalk is 4’11” deep, virtually flush with the adjacent diagonal parking spots
and street so that the awning partially covers the parking spaces.
The west side of the building is where the entrance to the store is currently located. The
original rock wall is intact, and there are no openings other than the entry door on the
rock elevation. The rest of the building is part of the addition that was built between
1927 and 1945 as a warehouse with exposed wood trusses and corrugated metal sided.
Another side addition to the rear expansion is made of wood siding.
The main entry door was a roll up style and originally located on the main façade
facing the street. Due to strong winds and pedestrian traffic, the entry door was moved
to the side of the store with direct access to the parking lot adjacent to the building. In
order to relocate the door, a large opening was cut into the 18” thick rock wall. On the
interior side of the rock wall is a metal framed and wired glass door, which runs on an
upper track and is kept in the open position during business hours.
The rear portion of the west side elevation has multiple layers due to additions over the
years. From the exterior, the visible aspects are the storage area and second floor space.
All parts of this portion are wood clad, painted a deep red with corrugated metal
roofing. The snack shack, oriented to face Koloa Road has a low roofline that sits lower
than the main roofline. The second floor of the rear addition is partially open with
spaced wood slats for siding. The single story shed protrudes out from the west side
with a corrugated metal roof. A screened in storage space is located behind the storage
shed and accessed by a screen door.
The rear of the structure is half green painted corrugated metal siding and half wood
siding painted the same shade of green (see photo 7 of 16). The roof is a gabled end
with an overhang. An attic vent with slats is centered on the gable end. The red painted
bathroom door is on the rear elevation on the side closest to the stream and parking lot,
and is accessed by a set of two stairs.
The roof of the entire structure has photovoltaic panels, installed in 2012. The roofline
on the front of the structure is slightly higher that the roofline on the rear portion but
has the same slow and materials used. The roof pitch is visible from the rear, but not
visible from the street due to the false front parapet wall.
Interior
The interior of the Sueoka Market is a typical commercial store layout with updated
appliances and additional space in the rear that was modified in the 1960s. The west
and east side walls have colorful stylized murals painted by George Sueoka’s friend in
the 1950s that accentuate the high, white painted panel ceilings. Cash registers and
shelves occupy the center portion of the front of the store while produce and
refrigerated shelves take up the sides of the room. The original produce scales, murals
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 7 page 7
and vintage equipment in the front of the store remain. Although the light fixtures have
been updated, the paneled ceiling is original. Natural light pours through the storefront
windows illuminating the space and the jalousie transom windows keep natural breeze
flowing through the store.
There are two murals on either side of the interior of the store that were painted in the
1950s by a family friend of the Sueoka’s. Above the entry and produce section, a beach
scene is painted in vibrant colors spanning the width of the wall in one cohesive picture.
On the opposite side of the store, behind the manager’s loft, a collage style mural with
Tikis, a mountain scene and portraits is painted in muted colors with a sea-foam green
backdrop. Both murals are in tact and historic, though, the beach mural has been better
preserved over the years.
The flooring is light brown vinyl tile typically found in grocery stores and markets. The
produce section is on the same side of the store as the entryway with teal painted
produce cases and vintage produce scales. The rear of the store has slightly updated tile
as it was renovated after the Sueoka Market discontinued their in-house butcher service
and meat counter.
The original rear wall is now the center dividing wall in the market. It has a large
opening with the Sueoka Sign as its center (see photo 14 of 16). Aisles occupy the
rear space; though look more modern in size and design compared to the original
layout in the front of the store.
Changes and Alterations
There are 6 window bays in the front of the building, some of which have been
replaced on a case-by-case basis including when the entry door was removed from the
front façade and when an automobile accident damaged the façade a few window
panes were replaced (see figure 24). The storefront windows are single pane and the
transoms above are jalousie. The window trim is white painted wood.
The most recent addition to the building was expanded from the historic warehouse
addition is a clad lean-to addition is one story with a smaller second story and is non
historic (see photo 6 of 16).
The balustrade wooden pieces have been removed from the face of the awning.
Wooden balustrades are seen in photos c. 1960 (see figure 17), and photos of balustrade
removal were captured c. 1980 (see figure 23) and were not an original part of the
structure.
Integrity
The Sueoka Market has integrity of location, design, setting, materials, workmanship,
feeling and association. The Sueoka Market is a commercial store that was a part of
the first sugar plantation in Hawaii, the Koloa Sugar Plantation, and later continued as
a crucial element of the Koloa Town commercial strip. The Sueoka Store and Market
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 8 page 9
have been associated with Koloa, Kauai as a family business for a century.
The alterations to the main façade have been changed over time. According to 1927
the Sanborn map (see page 28) and historic photos of the 1950s (see page 36) the
original façade was shared by the auto sales office and Sueokas. The photo shows the
eastern front half of the façade. the design is a store front with center multi-pane
wooden double doors and flanking large single pane windows with split transom
above. It can be safely assumed that the façade is symmetrical to both sides of the
building. The façade was altered twice after this, when the front door was removed
and storefront windows were installed along the entire width in the 1980s. Then
again in the early 2000s when a walk-up ordering counter was added to the eastern
half of the façade, and this is how it stands today.
The addition has been slightly expanded over the years, but the rear addition
originally housed a large rear automotive supply space that was built for the original
tenants, Koloa Motors Co. when they occupied the building in 1927 (see figure 8).
The changes to the pallets on the main façade, seen in photos from the 1960s to the
1980s, are not significant to the structure as the pallets were installed and removed
outside of the period of significance. The surroundings have changed according to
the Sanborn Map updated in 1945 – there were multiple small dwellings on the
property located to the west of the Market but have since been removed. This lot is
now associated with the nominated property as a parking area. The overall town feels
historic due to the historic significance of Old Koloa Town and the Historic Sugar
Mill across the street. The most dramatic change to the feel of the town is attributed
to the closing of the sugar mill in the 1990s.
The integrity of workmanship is high and all alterations especially to the main façade
have been kept at a very high standard. The Market has high integrity in terms of
feeling and association because the same family and company have been constant
since it first occupied the building in 1933.
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 8 page 10
8. Statement of Significance
Applicable National Register Criteria
(Mark "x" in one or more boxes for the criteria qualifying the property for National Register
listing.)
A. Property is associated with events that have made a significant contribution to the
broad patterns of our history.
B. Property is associated with the lives of persons significant in our past.
C. Property embodies the distinctive characteristics of a type, period, or method of
construction or represents the work of a master, or possesses high artistic values,
or represents a significant and distinguishable entity whose components lack
individual distinction.
D. Property has yielded, or is likely to yield, information important in prehistory or
history.
Criteria Considerations
(Mark “x” in all the boxes that apply.)
A. Owned by a religious institution or used for religious purposes
B. Removed from its original location
C. A birthplace or grave
D. A cemetery
E. A reconstructed building, object, or structure
F. A commemorative property
G. Less than 50 years old or achieving significance within the past 50 years
X
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Section 8 page 11
Areas of Significance
(Enter categories from instructions.)
COMMUNITY PLANNING AND DEVELOPMENT
Period of Significance
_1933 – 1953
_
_
Significant Dates
_1933 (Date of Sueoka Occupany)
_1953 (Date of 2nd grand opening)
Significant Person
(Complete only if Criterion B is marked above.)
Cultural Affiliation
Architect/Builder
_Unknown
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 11
Statement of Significance Summary Paragraph (Provide a summary paragraph that includes
level of significance, applicable criteria, justification for the period of significance, and any
applicable criteria considerations.)
The Sueoka Store meets the Historic Register Criteria A for local significance. The
Sueoka Market has contributed to the broad patterns of development in the history of
Hawaii and has been present and active in Old Koloa Town, Kauai for over 100 years.
This building is significant on the local level for the period of 1933 when the Sueoka
Store started leasing the property and 1953 when the Sueoka Market began occupying
the entire store and celebrated the second grand opening.
Narrative Statement of Significance (Provide at least one paragraph for each area of
significance.)
Criteria A: Koloa Plantation
The Koloa Sugar plantation launched a modern day economy and started the development of
Koloa Town on the island of Kauai. The Koloa Plantation was the first commercial mill for sugar
in all of Hawaii, beginning in 1835. It grew to be one of the largest plantations on the island due
to the significant rainfall and multiple water sources. Due to the decreasing native Hawaiian
population on Kauai the plantation owners began seeking immigrant labor elsewhere. Among the
first groups of immigrants to arrive were the Chinese, Japanese, and Korean workers, they were
segregated by ethnicity into “camps”; the Sueoka Market was located in the “Japanese Camp” of
the Koloa Plantation. The map of the “Japanese camp” notes the store’s location (see 9). The
“Japanese Camp” was quite large in scale and was arranged in an organized manner. It was
located in what is today Grove Farms subdivision behind the Koloa Jodo Temple. The Sueoka
Store was the first general store located within the “Japanese camp” contributing to the growth
and longevity of the camp.
Impact of the Sueoka Store/Market
The Sueoka Store, when located in the “Japanese camp” of the koloa sugar plantation, was
significant in the development of the camp. The store offered general supplies and goods to the
Japanese workers there until it moved to its current location on Koloa Road, at which point it
expanded its customer pool to all of Koloa Town. The Sueoka Market has remained in its current
85 years and is still operated by the descendents of the Sueoka Family, Rod and Wendy, both
third generations. The Sueoka Market and the Sueoka Family’s consistent presence in the
community have contributed positively to Koloa Town and to the community for generations.
Mankichi Sueoka founded the Sueoka Store in 1918 after he immigrated to Hawaii from Japan.
Census records that indicate Mankichi Sueoka arriving in 1901 (see figure 25 – line 9),
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 12
suggesting that he probably worked on the plantation between 1901 and 1918 as a laborer. After
many years of working on the plantation he saved enough money to start a business and would
have had the time to develop connections necessary to ask the plantation manager for permission
to open a store that appealed to the Japanese palate and needs. When it was located within the
camp, it was called the Sueoka Store. It was one of the two general stores within the “Japanese
Camp” of the Koloa Sugar Plantation in Koloa, Kauai. The store was in a convenient location
because workers would pass the store on the way home from the fields to purchase food and
supplies. The S. Ebata Store, a Japanese grocery store, located about forty yards away, was the
only other store within the Japanese camp, and was well established by the time the second store
was started.1 According to a 1919 map in the Hawaii Ichiran, drawn by census takers from Japan,
400 households lived in the “Japanese Camp”2. Mankichi and his wife, Yoshi, worked tirelessly
to ensure the success of the Sueoka Store. In addition to the store within the camp, Mankichi
took orders for dry goods and specialty imported Japanese food from surrounding areas as far as
Lihue and Kealia. Mankichi would complete the orders by offering home delivery by horse
drawn wagon.3
The Sueoka Store continued to thrive in the camp until Mankichi Sueoka relocated the store to a
more permanent location with ample space required for the growing business and in response to
the Japanese workers who were slowly leaving the plantation camp. The Sueoka Store moved to
its current location in year 1933 to the heart of Koloa at the intersection of the main commercial
street, Koloa Road, and the original access road into town, Maluhia Road.
Mankichi leased the building from the Waterhouse-Smith family who constructed the building
ten years earlier and had been leasing it to an auto dealer.4
History of the Waterhouse Building
The original tenant of the Waterhouse Building was the Koloa Motor Company. According to a
Sanborn Fire Insurance Map from 1927, the building was split into sections including office
space, storefront, garage, shared restroom and auto accessories areas (see figure 8). Bishop
National Bank of Hawaii was the following leasee. It is not clear whether the bank ever operated
out of the building. From oral history accounts, the Sueoka Market began leasing the building in
1933. According to the updated 1945 Sanborn map, the Koloa Motor Company was still leasing
most of the building, and had expanded the building to more than double its size and the Sueoka
Store was leasing the corner area of the building approximate size of twenty five by fifty feet.
According to Rod Sueoka and Wendy Kawaguchi, the Sueoka Store expanded in 1955, taking
over the entire building. According to County of Kauai parcel history records, the Sueoka Store
purchased the site in 1993 from the Koloa Company, Ltd.5
1 Ebata Interview, oral history, 1988
2 Japanese Census
3 Sueoka market website history
4 Kauai Historical Society
5 County of Kauai Parcel History (TT102)
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 13
With this expansion in 1955, the named changed from Sueoka Store to Sueoka Market from a
general store that sold tools, dry goods, and commercial goods, to a grocery store with fresh
produce, meat, seafood, and snack shop. One of the major expansions of the store was the
addition of a meat market and butcher counter in the 1950s. George Sueoka (pictured in Figure
11), was the son of Mankichi and worked as a butcher in California for several years. After
gaining skills and experience as a butcher, George returned to Koloa and the family business
adding the butcher counter and meat processing room to the rear of the store (see figure 10).
Meat was in higher demand in the 1950s as more people were eating meat on a regular basis as
part of their diets. Also, the Japanese population in Hawaii became settled and established with
higher incomes and established businesses. George Sueoka also asked his friend to paint the
murals on the interior walls of the Market that are still present today.
Sueoka Legacy
Family dedication has been a crucial role in the Sueoka Market’s story and success over the
years. Today, the Sueoka Market and Snack Shop is still a family-run business. Mankichi’s
children – Edith Sueoka Hashiguchi, George, Ernest, and Lily Sueoka carried on the legacy and
passed the store on to their children. The third generation of Sueoka’s, Wendy Kawaguchi, Rod
Sueoka, and Charlene Rivera continue to run the store today with help from Mankichi’s great-
grandson Dean Mori and their dedicated staff.
The Sueoka Market is an important commercial business and store in Koloa Town and has been
present in the community through the plantation camp and Koloa Town for 100 years. Since its
opening in the plantation camp, and moving to the current location in the heart of Koloa Town,
the market is known by virtually everyone in the community and the family roots run deep
throughout Koloa. For a market to be so prominent for so long is a rare commodity, and is
highlighted by the community involvement that the three generations of Sueoka’s have provided.
The Sueoka Store is significant under criteria A for local significance because it is a physical
representation of the Sueoka Family legacy, which represents the Japanese immigrants who
relocated to Hawaii to start a better life for their families. The entrepreneurial spirit and
dedication of the Sueoka Family, who worked diligently to continue the success of a family
owned business, is engrained within the town of Koloa through the Sueoka Store, which was
carried from its humble plantation camp beginnings.
Current Owner
The current owner of the property is SMK inc., also known as ABC stores. The property was
purchased in 2015 with an agreement that the Sueoka Market would continue to operate until its
centennial year in 2018. Much like the Smith-Waterhouse multigenerational family business, and
the Sueoka multigenerational family business, the ABC Stores is a family owned and operated
company based in Honolulu Hawaii.
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 14
9. Major Bibliographical References
Bibliography (Cite the books, articles, and other sources used in preparing this form.)
County of Kauai, Department of Finance Assessment Records, Kauai Parcel History (TT102)
for TMK: 280080350000, 28 December 2018.
Ebata, Burt Hiroshi. Kōloa: An Oral History of a Kaua’i Community, Volume I. Center for
Oral History Social Science Research Institute, University of Hawaii and Mānoa. 1988.
History of Colorado. “False Front Commercial.” http://legacy.historycolorado.org/oahp/false-
front-commercial. (26 December 2017).
Historical Society, Kauai. “Story of Kaua’i: Ka Mo’ olelo o Kaua’i.”
www.kauaihistoricalsociety.org/story-of-kauai/. (26 December 2017).
Sueoka Store, Kauai Historic Resource Profile: 1994 Reconnaissance Survey. Spencer
Mason Architects and MLS. Accessed December 2017.
State Bureau of Conveyances: Deed microfilm Book: 2960, p.307
State Bureau of Conveyances: Deed microfilm Book: 3128, p.1
State Bureau of Conveyances: Deed microfilm Book: 1118, p.302
State Bureau of Conveyances: Deed microfilm Book: 2083, p.177
Sueoka, Rod; Kawaguchi, Wendy. Interview by Natalie Besl. In Person. Sueoka Market,
5392 Koloa Road, Koloa Hawaii, 21 December 2017.
Previous documentation on file (NPS):
preliminary determination of individual listing (36 CFR 67) has been requested
previously listed in the National Register
previously determined eligible by the National Register
designated a National Historic Landmark
recorded by Historic American Buildings Survey #
recorded by Historic American Engineering Record #
recorded by Historic American Landscape Survey #
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 15
Primary location of additional data:
State Historic Preservation Office
Other State agency
_X _ Federal agency
Local government
University
_X Other
Name of repository: Historic Hawaii Foundation, Kauai Historical Society
Historic Resources Survey Number (if assigned):
10. Geographical Data
Acreage of Property .1428_
Use either the UTM system or latitude/longitude coordinates
Latitude/Longitude Coordinates (decimal degrees)
Datum if other than WGS84:
(enter coordinates to 6 decimal places)
1. Latitude: 21.90396 Longitude: -159.46526
2. Latitude: Longitude:
3. Latitude: Longitude:
4. Latitude: Longitude:
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 16
Or
UTM References
Datum (indicated on USGS map):
NAD 1927 or NAD 1983
1. Zone: Easting: Northing:
2. Zone: Easting: Northing:
3. Zone: Easting: Northing:
4. Zone: Easting : Northing:
Verbal Boundary Description (Describe the boundaries of the property.)
The property being nominated includes all the property described by Tax Map Key 2-8-008-
035-0000
Boundary Justification (Explain why the boundaries were selected.)
This parcel of land has been associated with this building since its construction.
11. Form Prepared By
name/title: _Lorraine Minatoishi, Ph.D., AIA
organization: Minatoishi Architects
street & number: 1132 Bishop Street, Suite #1511
city or town: _Honolulu state: HI zip code: 96813_
e-mail lm@mahawaii.com
telephone: (808)942-7474
date: February 12, 2018
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 17
Additional Documentation
Submit the following items with the completed form:
• Maps: A USGS map or equivalent (7.5 or 15 minute series) indicating the property's
location.
• Sketch map for historic districts and properties having large acreage or numerous
resources. Key all photographs to this map.
• Additional items: (Check with the SHPO, TPO, or FPO for any additional items.)
United States Department of the Interior
National Park Service / National Register of Historic Places Registration Form
NPS Form 10-900 OMB No. 1024-0018
Sueoka Market
Name of Property
Koloa, HI
County and State
Sections 9-end page 18
Photographs
Submit clear and descriptive photographs. The size of each image must be 1600x1200 pixels
(minimum), 3000x2000 preferred, at 300 ppi (pixels per inch) or larger. Key all photographs
to the sketch map. Each photograph must be numbered and that number must correspond to
the photograph number on the photo log. For simplicity, the name of the photographer,
photo date, etc. may be listed once on the photograph log and doesn’t need to be labeled on
every photograph.
Photo Log
Name of Property:
City or Vicinity:
County: State:
Photographer:
Date Photographed:
Description of Photograph(s) and number, include description of view indicating direction of
camera:
1 of .
Paperwork Reduction Act Statement: This information is being collected for applications to the National Register of Historic
Places to nominate properties for listing or determine eligibility for listing, to list properties, and to amend existing listings. Response
to this request is required to obtain a benefit in accordance with the National Historic Preservation Act, as amended (16 U.S.C.460
et seq.).
Estimated Burden Statement: Public reporting burden for this form is estimated to average 100 hours per response including
time for reviewing instructions, gathering and maintaining data, and completing and reviewing the form. Direct comments regarding
this burden estimate or any aspect of this form to the Office of Planning and Performance Management. U.S. Dept. of the Interior,
1849 C. Street, NW, Washington, DC.
Name of Property County & State
Additional Information
Figure #
1
2
3
4
5
6
7
Description
USGS Map of Honolulu, showing location of property
GIS map showing boundaries and surrounding area of property
Google map showing boundaries and surrounding area of propery
First Floor Plan
Tax Maps Branch History Sheet
Tax Maps Branch History Sheet
Historic Sanborn Map 1927
Sueoka Market Koloa, HI
8
9
10
11
12
13
14
15
Name
USGS Map
GIS Map
Google map
First floor layout
Historic Document
Historic Document
Historic Document
Historic Document
Historic Document
Historic Photograph
Historic Sanborn Map from 1945
Historic Japanese Census Map 1919
Developed E6 film from Sueoka Family collection
16
17
18
19
20
21
Historic Photograph
Historic Photograph
Historic Photograph
Historic Photograph
Photograph
22
23
Photograph
Photograph
Photo from Sueoka Family Photo Photo
Photo from Kauai Historical Society
Photo from Kauai Historical Society
Photo from Kauai Historical Society
Photograph provided by Sueoka Family
Photograph provided by Sueoka Family
Photograph provided by Sueoka Family
Historic Photograph Developed E6 film from Sueoka Family collection
Historic Photograph Developed E6 film from Sueoka Family collection
Historic Photograph Developed E6 film from Sueoka Family collection
Historic Photograph Developed E6 film from Sueoka Family collection
Historic Photograph Developed E6 film from Sueoka Family collection
Historic Photograph Developed E6 film from Sueoka Family collection
20
24
25
Photograph
Historical Document
Photograph
Census Record
Figure 1: USGS Map of Kauai, showing location of property
Name of Property County & State
Sueoka Market Koloa, HI
21
Sueoka Market
(TMK: 2-8-08:35)
Figure 2: GIS Map Showing Property Boundary and Location
Name of Property County & State
Sueoka Market Koloa, HI
22
Figure 3: Google Earth Map of property
5392 Koloa Road, Koloa TMK: 2-8-08:35
21.90396, -159.46526
Name of Property County & State
Sueoka Market Koloa, HI
23
Figure 4: Floor Plan
Name of Property County & State
Sueoka Market Koloa, HI
24
1933 Store Footprint
Figure 5: Tax Map History Sheet
Name of Property County & State
Sueoka Market Koloa, HI
25
Figure 6: Tax Map History sheet
Name of Property County & State
Sueoka Market Koloa, HI
26
Source: Library of Congress Maps and Research Department
Name of Property County & State
Sueoka Market Koloa, HI
Figure 7: Historic document
Description:Sanborn Map, 1927 of Koloa, Kauai
27
Source: Library of Congress Maps and Research Department
Name of Property County & State
Sueoka Market Koloa, HI
Figure 8: Historic document
Description:Corrected Sanborn Map, 1927 of Koloa, Kauai
Corrections made in 1945
28
Source: Japanese Census Map
Name of Property County & State
Sueoka Market Koloa, HI
Figure 9: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
N/A
N/A
Hawaii Ichiran Japanese Census Map 1919
29
Source: Family Collection of E6 Film Developed on December 19, 2017
Name of Property County & State
Sueoka Market Koloa, HI
Figure 10: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Family working in Sueoka Store
Pictured (Left to right): Founder Manakichi Sueoka, Edith Sueoka Hashiguchi, and (far right) George Sueoka
*people in photo identified by grandchildren of Manakichi Sueoka, Rod and Wendy on December 21, 2017
30
Name of Property County & State
Sueoka Market Koloa, HI
Figure 11: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Interior of Sueoka market
Source: Family Collection of E6 Film Developed on December 19, 2017
People in Photo (Right to left): George Sueoka and wife Betty Sueoka. Photograph taken during the second grand opening of the
Sueoka Market in the 1950s
31
Name of Property County & State
Sueoka Market Koloa, HI
Figure 12: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Interior of Sueoka market
Source: Family Collection of E6 Film Developed on December 19, 2017
Photo taken prior to the managment office loft being constructed in late 1950s. Notice the murals on the walls that still exist today.
The murals were painted by a friend of George Sueoka (son of Manakichi Sueoka) in the 1950s and remain today.
32
Name of Property County & State
Sueoka Market Koloa, HI
Figure 13: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Interior of Sueoka market
Source: Family Collection of E6 Film Developed on December 19, 2017
Photo of the murals on the walls that still exist today. The murals were painted by a friend of George Sueoka (son of Manakichi
Sueoka) in the 1950s and remain today.
33
Name of Property County & State
Sueoka Market Koloa, HI
Figure 14: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Interior of Sueoka market
Source: Family Collection of E6 Film Developed on December 19, 2017
Photo taken prior to the managment office loft being constructed in late 1950s. Notice the murals on the walls that still exist today.
located above the produce display. Although this produce case has been removed to make way for the lofted managment office, a
similar case is located across the store on the opposing wall.
34
Name of Property County & State
Sueoka Market Koloa, HI
Figure 15: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Interior of Sueoka market
Source: Family Collection of E6 Film Developed on December 19, 2017
Notice the murals on the walls that still exist today. The murals were painted by a friend of George Sueoka (son of Manakichi
Sueoka) in the 1950s and remain today. The shelves with canned goods was replaced with a produce case and weigh station that
is similar to the previous figure on the previous page.
35
Name of Property County & State
Sueoka Market Koloa, HI
Figure 16: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1950
Interior of Sueoka market
Source: Family Collection of E6 Film Developed on December 19, 2017
36
Source: Sueoka Family Photos
Description: Exterior of Sueoka Market C. 1960
Name of Property County & State
Sueoka Market Koloa, HI
Figure 17: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c. 1960
View of Sueoka market
Source: Kauai Historical Society Archives
Description: Photo 06-163 res Koloa Street Scene, Koloa, Kauai, 1976. See Kawamoto Store on right. B/W
photo, 12.5 X18 cms.;5" X 7" Providence Note: Restricted. By John Smart, 1976.
Name of Property County & State
Sueoka Market Koloa, HI
Figure 18: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
1967
View of Koloa Road Sueoka market
on right side
37
Name of Property County & State
Sueoka Market Koloa, HI
Figure 19: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
1981
Street view of Sueoka market
Source: Kauai Historical Society Archives
Description: Photo 07-335 Main Street in Koloa, Ca. 1981. Photo acquired from Beryl Moir in
February, 1999. Color Photo; 20 x 25 cms ; 8 x 10 in. Providence Note: Unrestricted
38
Name of Property County & State
Sueoka Market Koloa, HI
Figure 20: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
1981
Koloa Rd view of Sueoka Market
Source: Kauai Historical Society Archives
Description: Photo 07-336 Main Street in Koloa, ca. 1981. Photo acquired from Beryl Moir in
February, 1999. Color Photo; 20 x 25 cms ; 8 x 10 in. Providence Note: Unrestricted
39
Name of Property County & State
Sueoka Market Koloa, HI
Figure 21: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c.1980
Facade of Sueoka market
Source: Kauai Historical Society Archives
40
Source: Sueoka Family Personal Collection, Scanned December 22, 2017
Description: Photo takes pre-facade renovation when paddles were removed and the detailng was painted red
with white trim - notice the side entry door was the main entry into the store at this point. Facade changes were
made in the 1980s according to recon level survey report by Mason Architects,
Name of Property County & State
Sueoka Market Koloa, HI
Figure 22: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c. 1980
Facade of Sueoka market
41
Name of Property County & State
Sueoka Market Koloa, HI
Figure 23: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
c. 1980
Facade upgrade Sueoka market
Source: Sueoka Family Personal Collection, Scanned December 22, 2017
Description: Paddles being removed from the facade of the Sueoka Market as part of renovation in the 1980s
42
Source: Rod Sueoka
Description: Truck accident in 2007 causing the store to repair stone and windows damaged in car accident
Name of Property County & State
Sueoka Market Koloa, HI
Figure 24: Historic photo
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Unknown
2007
Sueoka Market 2007
43
Figure 25: Census Records for 1920
Name of Property County & State
Sueoka Market Koloa, HI
Line 9 indicates Mankichi Sueoka arrived in Koloa in 1901
Reference Note:
Section 8 - "Mankichi Sueoka founded the Sueoka Store in 1918 after he immigrated to Hawaii from Japan.
Census records that indicate Mankichi Sueoka arriving in 1901 (see figure 25 – line 9), suggesting that he
probably worked on the plantation between 1901 and 1918 as a laborer"
44
Name of Property County & State
Sueoka Market Koloa, HI
Photographs:
Photo #Name
1 of 16 Property Exterior
2 of 16 Setting
3 of 16 Setting
Description
Main Facade (Koloa Road)
View of store from Koloa Road looking E
View of surrounding area facing SW
4 of 16 Property Exterior Side elevation (west elevation)
5 of 16 Property Exterior Side elevation (west elevation)
6 of 16 Property Exterior View of west elevation and addition
7 of 16
8 of 16
9 of 16
Property Exterior
Property Exterior
Property Interior
10 of 16 Property Interior
11 of 16 Property Interior
12 of 16 Property Interior
13 of 16 Property Interior
14 of 16 Property Interior
15 of 16 Property Interior
View of rear elevation
View of entrance and snack shack
View of store interior from ground floor
View of store interior from ground floor
View of store interior from rear of store
View of mural from managers loft
View of managers loft
View of store interior from managers loft
View of store interior from mangers loft
16 of 16 Property Interior View of interior roof structure
45
Name of Property County & State
Sueoka Market Koloa, HI
Photo Key:
Setting and Property Photos
46
Name of Property County & State
Sueoka Market Koloa, HI
Photo 1 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of main facade from Koloa Street, camera facing SE
47
Name of Property County & State
Sueoka Market Koloa, HI
Photo 2 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of Store from Koloa Road, camera facing E
48
Name of Property County & State
Sueoka Market Koloa, HI
Photo 3 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of surrounding area, camera facing SW
49
Name of Property County & State
Sueoka Market Koloa, HI
Photo 4 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of side elevation, camera facing NE
50
Name of Property County & State
Sueoka Market Koloa, HI
Photo 5 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
Panoramic photo of side elevation, camera facing NE
51
Name of Property County & State
Sueoka Market Koloa, HI
Photo 6 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of addition, camera facing N
52
Name of Property County & State
Sueoka Market Koloa, HI
Photo 7 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of rear elevation, camera facing NW
53
Name of Property County & State
Sueoka Market Koloa, HI
Photo 8 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of entrance and snack shack, camera facing SE
54
Name of Property County & State
Sueoka Market Koloa, HI
Photo 9 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of store interior, camera facing E
55
Name of Property County & State
Sueoka Market Koloa, HI
Photo 10 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of store interior, camera facing W
56
Name of Property County & State
Sueoka Market Koloa, HI
Photo 11 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of interior (rear) of store, camera facing NW
57
Name of Property County & State
Sueoka Market Koloa, HI
Photo 12 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of store interior (murals) from managers loft, camera facing E
58
Name of Property County & State
Sueoka Market Koloa, HI
Photo 13 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of managers loft
59
Name of Property County & State
Sueoka Market Koloa, HI
Photo 14 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of store interior from managers loft, camera facing SE
60
Name of Property County & State
Sueoka Market Koloa, HI
Photo 15 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View ofstore interior from managers loft, camera facing SW
61
Name of Property County & State
Sueoka Market Koloa, HI
Photo 16 of 16:
Name of Property:
City or Vicinity:
Photographer:
Date Photographed:
Description of Photograph:
Sueoka Market
Koloa
Natalie Besl
December 21, 2017
View of interior roof structure, camera facing NW
62