Addendum No. 1 - CA-202616-C.pdf

STATE OF HAWAII

DEPARTMENT OF DEFENSE

OFFICE OF THE ADJUTANT GENERAL

3949 DIAMOND HEAD ROAD

HONOLULU, HAWAII 96816-4495

August 6, 2026

ADDENDUM NO. 1

Gravesite Restoration at East Hawaii Veterans Cemetery No. 2, Hilo, Hawaii State of Hawaii, Department of Defense, Office of Veterans Services

Job No. CA-202617-C, FAI No. HI-10-29

The items listed hereinafter are hereby made a part of the contract for the above mentioned project and shall govern the work taking precedence over previously issued contract documents governing the items mentioned.

RFI QUESTIONS: The following Request for Information (RFI) and their accompanying response are incorporated to this Addendum.

1. Request extension of bid date for proper response and changes to RFI questions.

Response: Bid open date changed to Wednesday, August 12, 2026.

2. Plan sheet CS502 calls out for reinforced concrete, no reinforcement is shown on drawings for wire mesh or rebar. Please clarify.

Response: Reinforcement should be included using 6 x 6 – W.14 x W1.4 WWF reinforcement.

3. Plan sheet CS501 detail B2 and C1 shows 3” of topsoil, landscape plans call for 4” of topsoil, 1” being the amended topsoil. Please clarify if the topsoil is 3”topsoil+1” amended soil for a total of 4” of topsoil or total 3” that includes the 1” of amended soil.

Response: The 4” imported topsoil depth represents the depth of the new soil relative to the finished grade, including the 1” layer of soil amendment. The typical sequence is placement of the 4” layer of topsoil, then adding 1” layer of soil amendment (well-aged compost) and incorporating into the topsoil by tilling and fine grading so that the 1” layer of soil amendment becomes a part of the 4” total topsoil depth.

4. Request irrigation as-builts.

Response: See attached PDF for As-built of irrigation system.

5. Is the intent of the landscape to remove and replace 4” of topsoil with imported topsoil or can onsite material be used for topsoil?

Response: Intent is to remove and replace the 4” of topsoil. Stockpiling and reuse is not allowed.

6. Can crushed limestone base material be replaced with crushed basalt aggregate?

Response: Yes, as long as maximum gradation size of 3/8” is still met.

7. Please confirm grass area matches 1” amended topsoil area, plan sheet LP-05 shows otherwise.

(LP-01 to LP-05) Response: Confirmed. Grass area matches amended topsoil area. A 10% contingency amount to the 1” amendment and topsoil quantities were included to adjust for settlement and filing of depressions.

8. Please provide detail for vase installation or confirm vases not to be reinstalled.

Response: Vases not to be reinstalled.

9. Please provide detail or product for temporary markers.

Response: See temporary marker below or use HIENG-DR approved equivalent.

CHANGES TO SPECIFICATIONS: The following items are revised:

1. Offer Form – Schedule of Work No. 3, revise to read:

3. After issuance of the formal Notice to Proceed or upon written authorization from the Contracting Officer to proceed with designated work, the contractor shall order approved materials, do offsite fabrication and similar work. The contractor shall start work within 30 days of the Notice to Proceed and complete the jobsite work per the dates, times and durations noted above.

2. Section A.6.5.F, revise to read:

F. “…3” min thickness of moistened Crushed Basalt Base Material (graded aggregate sizes ranging from crushed powder fines up to 3/8” maximum)…”

3. Section A.6.5.G, revise to read:

G. “…compacted soil and crushed basalt base so that the grave markers are rigid with no give, play, or movement when subjected to forces by the HIENG-DR.”

CHANGES TO PLANS: The following items are revised:

1. CS501 – Details B2 and C1, revise:

Detail revised to show 4” topsoil.

J †

J

EQUALEQUAL

GRASS (TYP),

INSTALL PER SPECS;

SEE LANDSCAPING

OUTLINE OF

CONTINUOUS

PLASTIC

SUPPORT

GRID BELOW

TIE POINT:

TOP RIGHT CORNER OF GRAVE

MARKER. TYPICAL FOR ALL

MARKERSCL

OUTLINE OF

CONTINUOUS

PLASTIC

SUPPORT

GRID BELOW

CL

GRAVE MARKER

ALIGNMENT BASELINE (B)L

~ ~BLBL

CENTERLINE

OF GRAVE

MARKER (TYP)

A

A

BB

FOR TYPICAL

SECTIONS,

SEE GRAVE

MARKER

RESET DETAIL

THIS SHEET

GRAVE

MARKER

COLUMN

LINE

PLAN VIEW

3"

J

J

LB

COLUMN

CONCRETE /

STONE BASE

(4"±)

REAR VIEW

EXISTING

FLAT MARKER

(STANDARD)

LINE ~

LB

TIE POINT:

TOP RIGHT

(CORNER EDGE)

OF MARKER,

TYPICAL FOR ALL

FLAT MARKERS

(STANDARD)

J

J

CONCRETE /

STONE BASE

(OR PEDESTAL)

EXISTING MARKER

EXISTING

FLAT MARKER

(STANDARD)

24"± 12"±

4"

J †

J

GRASS (TYP),

INSTALL PER SPECS;

SEE LANDSCAPING

OUTLINE OF

CONTINUOUS

PLASTIC

SUPPORT

GRID BELOW

TIE POINT:

TOP RIGHT CORNER OF (BRONZE)

GRAVE MARKER. TYPICAL FOR ALL

MARKERS WITH BRONZE PLATECL

OUTLINE OF

CONTINUOUS

PLASTIC

SUPPORT

GRID BELOW

GRAVE MARKER

ALIGNMENT BASELINE (B)L

~ ~BLBL

CENTERLINE

OF GRAVE

MARKER (TYP)

A

A

BB

FOR TYPICAL

SECTIONS,

SEE GRAVE

MARKER

RESET DETAIL

THIS SHEET

GRAVE

MARKER

COLUMN

LINE

PLAN VIEW

3"

EDGE OF EXIST

(BRONZE) PLATE

EDGE OF EXIST

CONC BASE

(WIDTH VARIES)

CL

EQUALEQUAL

E1 GRAVE MARKER ALIGNMENT DETAIL

SCALE: NTS

MISCELLANEOUS DETAILS - 1

CS501

NOTE:

GRADING WORK SHALL CONSIST OF ADJUSTING THE GROUND WITHIN THE TYPICAL LIMITS

OF GRADING TO MATCH THE GENERAL ELEVATIONS, ELIMINATING SUNKEN AND SUMP

AREAS; EXISTING GENERAL DRAINAGE FLOW PATTERNS SHOULD NOT BE AFFECTED.

C3 EXISTING GRAVE MARKER

SCALE: NTS

E4 BRONZE PLATE GRAVE MARKER ALIGNMENT DETAIL

SCALE: NTS

8"

8"

E7 METAL PYLON SECTION MARKER

SCALE: NTS

PLAN VIEW

NOTES:

1. TEXT FONT SHALL BE WHITE HELVETICA BOLD

CONDENSED.

2. SECTION LETTER, DIRECTIONAL ARROWS, AND FINAL

LOCATION OF PYLON MARKERS SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER AND COUNTY OF

HAWAII. SEE SHEET CP101.

3. PYLON SECTION MARKERS SHALL BE MADE OF

GALVANIZED STEEL PER ASTM A123.

4. SUBMIT SHOP DRAWING FOR SURFACE APPLIED

REFLECTIVE VINYL FOR APPROVAL BY THE

CONTRACTING OFFICER AND COUNTY OF HAWAII PRIOR

TO FABRICATION.

4-FACE SIGN

LAYOUT

2-FACE SIGN

LAYOUT

SIDE VIEW

SURFACE APPLIED

REFLECTIVE VINYL

FINISHED

GROUND

METAL POST PYLON SECTION

MARKER WITH ARROWS

2' -0

6" A B

3"

1 2"

1 2"

1 2"

3"1 12"

1 2"

1 3 4" 1 3 4"

Drawing Title Project Title

Date

Location

Checked

FAI Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

ARCHITECT/ENGINEERS:

SIGNATURE

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION.

EXPIRATION DATE OF LICENSE

4/30/2028

EAST HAWAII VETERANS CEMETERY NO. 2, HILO, ISLAND OF HAWAII, HI

JULY 21, 2026

GRAVESITE RESTORATION FOR EAST HAWAII VETERANS CEMETERY

NO. 2

STATE OF HAWAII, DEPARTMENT OF DEFENSE,

OFFICE OF VETERANS SERVICES

CA-202617-C

HI-10-29

Approved:

JS JO

S T A T E O F H A W A I I

1 9 5 9

BID PACKAGE

2' -0

6" A

3"

METAL POST PYLON

SECTION MARKER

4" THICK CLASS B

CONC. FOOTING

CL

CL

4"

EXISTING

GROUND

TOPSOIL

3" B

AC

KF

IL

L

BA

SE

M

AT

ER

IA

L

2'

EXISTING

3" OR 4" THICK

FLAT GRAVE

MARKER

4"

EXISTING GROUND TOPSOIL

3" B

AC

KF

IL

L

BA

SE

M

AT

ER

IA

L

REST

OF

ROW

REST

OF

ROW

A-A

B-B

1"

1"

1' EXISTING 3" OR

4" THICK FLAT

GRAVE MARKER

TRENCH WIDTH

(APPROX. 2'-6")EXISTING

GROUND

GRASS, APPLY 1" LAYER

SOIL AMENDMENTS OVER

ALL NEW GRASS AREAS,

SEE LANDSCAPING PLANS

C1 GRAVE MARKER RESET DETAIL

SCALE: NTS

B2 GRASS RESTORATION BETWEEN GRAVESITES

SCALE: NTS

3" 3"

TOPSOIL

BACKFILL BASE MATERIAL

4"

4" 4" 4'

-0

4' -0

1"1"

GALVANIZED

STEEL CAP

ADDENDUM NO. 1 8/6/2026

C2 SITE PLAN - LANDSCAPE PLAN 4