Attachment to Solicitation Number 26003288.pdf
PDF 2 MB Posted
- Solicitation number
- B26003288
- Issued by
- Kauai County, Hawaii
About this file
This is an architectural drawing attachment to Solicitation Number 26003288 prepared by the Department of Accounting and General Services (DAGS), Kauai District Office, for the State of Hawaii. The project involves repairs and improvements at the Hanapepe Chinese, Filipino, and Portuguese Cemetery located on Kauai (Tax Map Key: (4) 1-8-08: 018). The scope of work includes construction of two concrete memorial monuments with integrated sugar cane motif molds, installation of two bronze plaques (with text to be determined later), bronze vases and rings, concrete sidewalks with smooth travel finish, and new El Toro Zoysia sod plantings around the perimeter. The project documents contain comprehensive architectural plans across multiple sheets (T-1, A-1, A-2, and A-3) detailing floor plans, elevations, sections, and construction specifications. Contractors are required to visit the job site prior to submitting bids to familiarize themselves with existing site conditions and verify field dimensions. The licensed architect (Professional License No. 9418) prepared the drawings with an expiration date of April 30, 2028, and all work must conform to ACI 318-95 standards and the Uniform Building Code as adopted by the City and County of Honolulu.
The concrete work specifications require a minimum ultimate compressive strength of 3,000 PSI at 28 days for monuments (designed based on 2,500 PSI) and 3,000 PSI for slab-on-grade applications. All reinforcing steel shall conform to ASTM A615 Grade 60 specifications with Grade 40 stirrups and ties, utilizing low hydrogen welding rods for all welding operations. Contractors must submit shop drawings and final motif designs to the architect for review and approval prior to construction. The bronze plaques are referenced from Advantage Signs & Graphics, Inc. (www.metalplaques.com) with equivalent manufacturers acceptable for bidding purposes, and bronze vases are referenced from Noble Bronze (noblebronze.com). A full-size concrete mockup must be provided offsite for architect review with potential revisions required before final construction. All contractors must verify alignment with the architect by calling 808-274-3030 prior to final layout and receive final approval before proceeding with work. This is identified as a rebid of solicitation number B26002881 with a reduction in scope.
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| AG-008 103D General Conditions (1.10.23).pdf |
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THIS WORK WAS PREPARED BY ME
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OR UNDER MY SUPERVISION
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DEPT. OF ACCOUNTING & GENERAL SERVICES
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PUBLIC WORKS ADMINISTRATOR
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DIVISION OF PUBLIC WORKS
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STATE OF HAWAII
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SHT
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OF
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DESIGNED BY
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DAGS JOB NO.
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DRAWING NO.
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OF SHTS
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AS NOTED
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PORTUGUESE CEMETERY
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JUNE 2026
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HANAPEPE CHINESE, FILIPINO, AND
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DAGS KAUAI DISTRICT OFFICE
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REPAIRS AND IMPROVMENTS, KAUAI
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ESM
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PORTUGUESE CEMETERY
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HANAPEPE CHINESE, FILIPINO, AND
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DEPARTMENT OF ACCOUNTING AND GENERAL SERVICES
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D.A.G.S. KAUAI DISTRICT OFFICE
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ARCHITECT:
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DAGS JOB NO. 14-10-1044
AutoCAD SHX Text T.M.K.: (4) 1-8-08: 018
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STATE OF HAWAII
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STATE OF HAWAII
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STATE OF HAWAII
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COMPTROLLER
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STATE PUBLIC WORKS ADMINISTRATOR
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DEPARTMENT OF ACCOUNTING AND GENERAL SERVICES
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DEPARTMENT OF ACCOUNTING AND GENERAL SERVICES
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THE EXISTING SITE CONDITIONS.
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HER BID PROPOSAL TO FAMILIARIZE THEMSELVES WITH
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CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO HIS /
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AND LOCATION SHALL BE VERIFIED IF USED BEYOND THE
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LOCATION REFERENCE ONLY. SITE CONDITIONS, DIMENSIONS,
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DRAWINGS SHOWN BEYOND THE SCOPE OF WORK ARE FOR
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SATISFACTION OF THE ARCHITECT AT NO COST TO THE STATE.
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ALL DAMAGES SHALL BE REPAIRED / REPLACED TO THE
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PROTECT ALL EXISTING ADJACENT STRUCTURES,
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WITH ANY WORK SO INVOLVED.
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ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING
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EXISTING SITE CONDITIONS SHALL BE BROUGHT TO THE
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CONFLICTS BETWEEN THE WORKING DRAWINGS &/OR
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PRIOR TO STARTING WORK. ALL OMISSIONS OR
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VERIFY FIELD DIMENSIONS AND EXISTING CONDITIONS
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SCOPE OF THIS PROJECT.
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DATE
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DATE
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GENERAL NOTES
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MONUMENT FLOOR PLAN, ELEVATIONS, NOTES
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INDEX OF DRAWINGS
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PROJECT TITLE
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SHEET
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DESCRIPTION
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FLOOR PLAN, SECTION, ELEVATION, NOTES
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SITE PLAN, INDEX OF DRAWINGS
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GENERAL NOTES, APPROVALS
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REPAIRS AND IMPROVEMENTS
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GENERAL NOTES, APPROVALS
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SITE PLAN, INDEX OF DRAWINGS
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ARCHITECTURAL
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LAND SURVEYOR:
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ESAKI SURVEYING & MAPPING, INC.
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HANAPEPE, KAUAI
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MEMORIAL MONUMENT SEE SHEET A-1
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APPROX. LOCATION, VERIFY WITH ARCHITECT
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BURIAL SITE PLANTER SEE SHEET A-3
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APPROX. LOCATION, VERIFY WITH ARCHITECT
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ALIGN MEMORIAL MONUMENT AND
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BURIAL SITE PLANTER
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PLANTAR FLOOR PLAN, SECTION
MY LICENSE EXPIRES 4/30/28
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OR UNDER MY SUPERVISION
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DEPT. OF ACCOUNTING & GENERAL SERVICES
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PUBLIC WORKS ADMINISTRATOR
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DIVISION OF PUBLIC WORKS
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STATE OF HAWAII
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SHT
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OF
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DESIGNED BY
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DAGS JOB NO.
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DRAWING NO.
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DATE
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SHEET
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OF SHTS
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FILE DRAWER FOLDER
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AS NOTED
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ESM
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ESM
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EA
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EA
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JUNE 2026
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HANAPEPE CHINESE, FILIPINO, AND
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PROFESSIONAL
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ARCHITECT
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DAGS KAUAI DISTRICT OFFICE
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PORTUGUESE CEMETERY
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REPAIRS AND IMPROVEMENTS, KAUAI
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SCALE: 1" = 1'-0"
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FRONT ELEVATION
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SCALE: 1" = 1'-0"
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FLOOR PLAN
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SMOOTH TRAVEL FINISH
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CONCRETE WASH AND
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CLEAR SEALER, ALL SIDES
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BRONZE PLAQUE #2
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NORTH
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DEC. SOLSTICE
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JUNE SOLSTICE
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MONUMENT FLOOR PLAN, ELEVATIONS, NOTES
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'SUGAR CANE'
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CONCRETE MOTIFF
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(2-SIDES AND FRONT)
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CONCRETE SIDEWALK
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SMOOTH TRAVEL FINISH
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CONCRETE WASH AND
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CLEAR SEALER, ALL SIDES
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BRONZE PLAQUE #1
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'SUGAR CANE'
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CONCRETE MOTIFF
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(2-SIDES AND FRONT)
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WORDS TO BE DETERMINED
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LATER
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BRONZE PLAQUE #2
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WORDS TO BE DETERMINED
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LATER
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SLOPE CONCRETE SIDEWALK
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TO EXISTING GRADE
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BACKSIDE OF MONUMENT #2
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1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-95.
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MADE OF ALL FORMS AND REINFORCING STEEL.
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GROOVES, SLOTS, AND FINISHES PRIOR TO PLACING CONCRETE.
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SECURE ALL BOLTS, ANCHORS, INSERTS, ETC. AND VERIFY ALL
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CONTRACTOR SHALL NOTIFY THE ARCHITECT SO AN INSPECTION CAN BE
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48 HOURS PRIOR TO THE POURING OF ANY STRUCTURAL CONCRETE, THE
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1. UNLESS OTHERWISE INDICATED ON PLANS AND/OR SCHEDULE, ALL
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FOLLOW TYPICAL DETAILS ON THIS SHEET.
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4. UNLESS SPECIFICALLY DETAILED ELSEWHERE, CONTRACTOR SHALL
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EDITION, AS ADOPTED BY THE CITY AND COUNTY OF HONOLULU.
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PROCEEDING WITH ANY WORK SO INVOLVED.
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ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE
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PROMPTLY REPORTED TO THE ARCHITECT AT 808-274-3030.
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1. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND
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3. ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, LATEST
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WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE
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2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
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CONDITIONS PRIOR TO STARTING WORK. ALL DISCREPANCIES SHALL BE
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CONCRETE EXPOSED TO EARTH OR WEATHER
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CONCRETE CAST AGAINST EARTH
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6. MINIMUM CONCRE COVER FOR REINFORCING BARS SHALL BE:
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40 BAR DIAMETER, BUT NOT LESS THAN 2'-0".
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4. BARS NOTED AS "CONT." SHALL HAVE A MINIMUM SPLICE LENGTH OF
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ALL OTHER SPLICES SHALL BE APPROVED BY THE ARCHITECT.
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3. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED IN DRAWINGS.
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2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING TO
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GRADE 60 EXCEPT FOR STIRRUPS AND TIES WHICH SHALL BE GRADE 40.
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WHICH SHALL CONFORM TO THE STANDARD SPECIFICATION OF ASTM A615
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REINFORCING STEEL SHALL BE HIGH STRENGTH GRADE DEFORMED BARS
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%%UCONCRETE
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%%UREINFORCING STEEL
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REINFORCING BARS.
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%%UGENERAL NOTES
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THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRET AT
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28 DAYS SHALL BE:
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SLAB-ON-GRADE 3,000 PSI (DESIGNED BASED ON 2,500 PSI)
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LOCATIONS OF ALL CONSTRUCTION OR COLD JOINTS MUST BE APPROVED
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BY THE ARCHITECT.
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PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME
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SIZE AND SPACING AS COLUMN AND WALL REINFORCING. UNLESS NOTED
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OTHERWISE, PROVIDE A MINIMUM PROJECTION OF 40 BAR DIAMETER,
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BUT NOT LESS THAN 2'-0"
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FORMED SURFACES BELOW GRADE
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SLAB-ON-GRADE TOP BARS
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1. SUGAR CANE MOTIFF MOLD SHALL BE INTEGRAL WITH THE CONCRETE POUR.
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2. SUBMIT TO THE ARCHITECT FINAL MOTIFF DESIGN FOR APPROVALS.
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%%UCONCRETE MOLD
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1. BRONZE PLAQUES SHALL BE CAST AND FINAL 150 WORDS ARE TO BE DETERMINED LATER.
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%%UBRONZE PLAQUES
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SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEWS AND APPROVAL.
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2. SUBMIT FOR REVIEWS THE AVAILABLE FONT STYLE AND SIZE AS A SUBMITTAL.
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BRONZE BACKGROUND...BROWN
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BRONZE FINISH...LIGHT OXIDIZED
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CLEAR COAT OVER BRONZE PLAQUES
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3. ADVANTAGE SIGNS & GRAPHICS, INC; WWW.METALPLAQUES.COM
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ONLY TO BE USED AS REFERENCE, OTHER MANUFACTURERS OF SIMILAR BRONZE
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PLAQUES SHALL BE EQUIVALENT FOR BIDDING PURPOSES.
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SILICONE MOLD SHALL BE PLACE ON THE CONCRETE FORMS
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INCLUDE RELEASE AGENTS ON THE MOLDS AND CONCRETE FORMS.
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IMPORTANT LAYOUT NOTES:
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STAKE BURIAL SITE WITH FLAGS APPROX 6'-0" HIGH.
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MONUMENT ALIGNMENT SHALL PLACE THE FLAGS BETWEEN BOTH MONUMENTS.
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VERIFY ALIGNMENT WITH ARCHITECT, CALL 808-274-3030 PRIOR
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TO FINAL LAYOUT. RECEIVE APPROVAL FOR FINAL LAYOUT
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MONUMENT #2
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ELEVATION
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SCALE: 1" = 1'-0"
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SIDE ELEVATION
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%%UMONUMENT #1
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%%UMONUMENT #2
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BRONZE PLAQUE #1
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MONUMENT #1
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EDGE DISTANCE
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GAP AIMED AT
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BURIAL SITE
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SLOPING TOP
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ELEVATION
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FLAT TOP
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SLOPING TOP
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CAREFULLY REMOVE TOPSOIL
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FOR NEW 12" SOD AROUND
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PERIMETER OF SIDEWALK, TYP.
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(EL TORO ZOYSIA SOD)
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REMOVE EXISTING GRADE AND MOVE
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AS DIRECTED BY DAGS STAFF
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BRONZE VASES (2 EA.) AND RINGS
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3. PROVIDE A FULL SIZE CONCRETE MOCKUP FOR ARCHITECT'S REVIEWS.
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MOCK UPS SHALL BE OFFSITE AND COORDINATED WITH ARCHITECT.
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MAKE REVISIONS AND ADJUSTMENTS THEN PROVIDE ANOTHER MOCKUP
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AT THE DIRECTION OF THE ARCHITECT.
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MY LICENSE EXPIRES 4/30/28
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IN CONCRETE BASE
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4. BRONZE VASE AND RINGS (3 TOTAL) "ELZ VASE PLAIN AND 5.75" RING"
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(NOBLEBRONZE.COM) EQUIVALENT FOR BIDDING PURPOSES.
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2'-2" HEIGHT, 2'-4" WIDE
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2'-2" HEIGHT, 2'-4" WIDE
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MONUMENTS 3,000 PSI (DESIGNED BASED ON 2,500 PSI)
4. SUBSTITUTION REQUEST SHALL BE SUBMITTED PRIOR TO BIDDING.
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OR UNDER MY SUPERVISION
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DEPT. OF ACCOUNTING & GENERAL SERVICES
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REVISION
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PUBLIC WORKS ADMINISTRATOR
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DIVISION OF PUBLIC WORKS
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STATE OF HAWAII
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SHT
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OF
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DAGS JOB NO.
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DRAWING NO.
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DATE
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OF SHTS
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FILE DRAWER FOLDER
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AS NOTED
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ESM
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ESM
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EA
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EA
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JUNE 2026
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PROFESSIONAL
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ARCHITECT
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DAGS KAUAI DISTRICT OFFICE
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PORTUGUESE CEMETERY
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REPAIRS AND IMPROVEMENTS, KAUAI
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SCALE: 1" = 1'-0"
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SECTION
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SCALE: 1" = 1'-0"
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FRONT ELEVATION
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BRONZE PLAQUE #1
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(TEXT TO BE
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BRONZE PLAQUE #2
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(TEXT TO BE
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SMOOTH TRAVEL FINISH
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CONCRETE WASH AND
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CLEAR SEALER, ALL SIDES
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SMOOTH TRAVEL FINISH
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CONCRETE WASH AND
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CLEAR SEALER, ALL SIDES
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CONCRETE SIDEWALK
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4'-0" MIN.
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CONCRETE SIDEWALK
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BRONZE PLAQUE #2
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1:12 SLOPE
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FLOOR PLAN, SECTION, ELEVATION, NOTES
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#3 AT 12" O.C., EA. WAY
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'SUGAR CANE'
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CONCRETE MOTIFF
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SLOPE TOP OF MOTIFF
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45 DEGREES
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(2-SIDES AND FRONT)
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4" THICK, REINF AT MID-HEIGHT
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4" COMPACTED BASE COURSE
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SLOPE CONCRETE SIDEWALK
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TO 1" ABOVE EXISTING GRADE
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BACKSIDE OF MONUMENT #1
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SCALE: 1" = 1'-0"
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FLOOR PLAN
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SCALE: 1" = 1'-0"
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AutoCAD SHX Text 2 1/2"
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MIN.
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%%USTANDARD HOOK 180^%%U
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BAR SIZE
AutoCAD SHX Text #3,#4,#5
AutoCAD SHX Text #6,#7,#8
AutoCAD SHX Text #9,#10,#11
AutoCAD SHX Text #14,#18
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%%UBAR BEND 90^%%U
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AutoCAD SHX Text #3
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BAR
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SIZE
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180%%D HOOKS
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
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90%%D HOOKS
AutoCAD SHX Text 7"
AutoCAD SHX Text 9"
AutoCAD SHX Text "d"
AutoCAD SHX Text A
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%%UBAR BEND 135^%%U
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STANDARD HOOKS
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90%%D HOOKS
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135%%D HOOKS
AutoCAD SHX Text 6"
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AutoCAD SHX Text 7"
AutoCAD SHX Text 6"
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TIES AND STIRRUPS
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MINIMUM EXTENSION LENGTHS "A"
AutoCAD SHX Text 12d (6d FOR #3, #4, AutoCAD SHX Text
#5 STIRRUPS AND
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TIES ONLY)
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#4 VERTICALS AT 6" O.C.,
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SEE SECTION
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MONUMENT #1
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MONUMENT #2
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ELEVATION
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CONCRETE FOOTING BELOW GRADE
AutoCAD SHX Text 3'-0"
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HIDDEN EDGE OF MONUMENT #1
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#3 TIES AT 12" O.C. AT CORNERS TYP.
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BEND #4 TOP BARS
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AT 12" O.C.
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2" ABOVE FINISH GRADE
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BACKFILL AND COMPACT
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TOPSOIL. ADD GRASS SOD
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EL TORO ZOYSIA
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MY LICENSE EXPIRES 4/30/28
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EXCAVATE TO UNDISTURBED SOIL,
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COMPACT TO 90%%%
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RELOCATE EXCAVATED AND TOPSOIL AS
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DIRECTED BY DAGS STAFF.
PROPERLY DISPOSE OF DEBRIS
| Hanapepe Cemetery T-1 REVISED |
| Sheets and Views |
| Model |
| Hanapepe Cemetery A-1 REVISED |
| Sheets and Views |
| Model |
| Hanapepe Cemetery A-2 REVISED |
| Sheets and Views |
| Model |
| OLE1 |
File details come from the government source that posted it. Updated .