B09_Att_(17)_A-E-Technical-Addendum_0003.pdf

ADDENDUM NO. 1 - ITEMIZED CHANGES

HAVO 326181 - Addendum Log | Solicitation 140P2026R0091

Item No. Document Type Sheet No. / Spec Section Sheet / Section Title

Location / Reference (detail, note, paragraph, grid) Change Type Original Text / Condition Revised Text / Direction

Reason / Source (RFI, Owner, Code, etc.)

Accompanying Attachment

1 Specifications 01 11 00 Summary of Work 1.5 B Revise Remove GNSS station and equipment as government furnished material. RFI-01 No

2 Drawing E10 Floor Plan - Bldg 241 Electrical Lighting Keynote 2 Revise Remove exterior junction box with a keynote #2 and keynote #2 itself. RFI-01 No

3 Drawing G11 Staging & Access Plan Note 5 Revise Add requirements for base course prep under the temporary storage containers.

Provide (12) 40' temporary storage containers for use by NPS for the duration of the project. Prior to placing containers, prepare the ground surface by placing 6" of aggregate base course. Provide a compact and level surface. Maintain access to temporary and existing storage containers for NPS staff. Temporary containers shall be removed from site after NPS moves contents into finished Buildings 43 and 241. Upon removal of the temporary containers, restore the area so that final grade generally matches the adjacent existing grade. Aggregat base course may be removed, redistributed, or otherwise regraded as necessary to achieve final condition.

RFI-05 No

4 Specifications 09 65 00 Reslient Base Add Added missing spec section RFI-07 Yes 5 Specifications 09 67 23 Resinous Flooring Add Added missing spec section RFI-07 Yes

6 Specifications / Drawings 22 40 00 / P4 Plumbing Fixture Schedule Schedule Revise

Wall hung, 1.28 gpf manual flushometer, vitreous china, back spud, ada mounting height

Sloan ST - 2469

Water closet shall be a floor mount fixture, basis of design Sloan 2029. RFI-24 No

7 Specifications 01 11 40 Resource Protection Work Restrictions 3.2.I.4 Revise Added requirements for what needs to be included in request for inspection.

Requests shall include 1.Details for vehicles:

a.Company or firm name, b.number of vehicles per each company or firm, c.date(s) and time(s) they will arrive for inspection. 2.Materials and equipment: For anything other than vehicles, or if any of those work trucks or personal vehicles will be towing trailers of any kind, or if they are flatbed trucks or larger, with materials or equipment, more details are required. State what the materials or equipment being towed are so they can be identified by inspectors as they arrive.

3.If the item is a larger truck specify what kind, i.e. dump truck, cement truck, semi with trailer bringing pallets, flat rack or a shipping container. This information might prompt additional questions, especially closed containers.

RFI-29 No

8 Drawings C61-C62 Sanitary Sewer Improvements Bldg 43, Sanitary Sewer Details Note 1 Revise Remove note "All improvements shown on this sheet will be considered an option." RFI-34 No

9 Drawings C51, C54, C55, 8/C59

Water Treatment System Improvements Process Flow Diagram, Outfall Pipe Penetration Detail

Pipe between Rainsheds and Ground Catchments Revise New 24-in corrugated HDPE pipe New 30-in corrugated HDPE pipe; (8/C59) 30" HDPE

Storm Pipe RFI-35/RFI-85 No

10 Specifications 01 27 00 Definition of Contract Line Items 3.1.A.1 Revise remove "repair" for Tanks 1 through 4 "preparation and painting of the exterior surface of Tanks 1 through 4" RFI-36 No

11 Drawings C2 Site Demo Plan I Note 12 Revise Establish common proposal assumption for testing and removal of underground 24-inch pipe.

For bidding purposes, assume approx. 318 lf of underground 24" pipe is asbestos cement pipe (ACP) and shall be removed and disposed of properly. Refer to Spec Section 02 82 00 "Asbestos Abatement".

Contractor shall perform testing to confirm pipe material prior to disturbance or removal.

RFI-38 No

12 Specifications 46 00 00 Water Treatment Equipment 3.6.A Revise revise 46 00 00, 3.6.A from: "As part of their Bid Submittal Package (to be submitted with the bid)..."

to:

“Prior to approval of the applicable equipment submittal, the Contractor shall provide documentation demonstrating that the proposed equipment warranty complies with the requirements of this paragraph.”

RFI-49 No

13 Specifications 33 40 00 Storm Drainage 2.1.A.1 Revise

PE4710 HDPE meeting ANSI/AWWA C906, A

8" HDPE and 30" HDPE pipe covered in Section 33 40 00, paragraph 2.1.A.1 can be ASTM D3350, AASHTO M294. Profile wall – Type S, 2 ft minimum burial depth, 10 ft maximum burial depth, bell and spigot joint with water-tight, non-cleating, O-ring gasket, ASTM F477.

RFI-52 No

14 Specifications 01 40 00 Quality Requirements 1.5 B. 1-3 Revise Paragraph 1.5.B.1 Removed B. 1. "Contractor's Quality Control Supervisor may also perform other duties." RFI-53 No

Item No. Document Type Sheet No. / Spec Section Sheet / Section Title

Location / Reference (detail, note, paragraph, grid) Change Type Original Text / Condition Revised Text / Direction

Reason / Source (RFI, Owner, Code, etc.)

Accompanying Attachment

15 Specifications 01 73 40 Execution 3.2 A. 2 and 3 Revise Change to park contact for water and sewer. Removed "James Sutton, (808) 658-0089", replaced with "Coordinate with CO on park contact".

RFI-56 No

Specifications 13 12 00 Metal Building Systems Revisions to conflicting information for siding requirements.

0.875-in.-deep corrugated wall panels govern and remove/supersede the conflicting tapered-rib/1¼-in.

requirements.

RFI-58 No

Specifications 02 82 00 Asbestos Abatement 3.10 A.2 Add Add 2.a. If an on-site laboratory is not feasible, sending samples to an off-site laboratory with a maximum 24-hour turnaround on results is also acceptable.

RFI-72 No

18 Specifications 09 91 00 Exterior Painting Revise This spec section cover interior and exterior architectural painting.

"Exterior" will be removed from title, footer, and schedule title.

RFI 77-78-79 No

19 Drawings A12 Option 241 SAR Building Floor Plan Revise Clarify exterior painting of CMU Add note for exterior CMU shall be painted. RFI 79 No

Specifications 01 11 00 1.5 B Revise Added topsoil borrow as government furnished material.

1.5 B.1. In the event supplemental topsoil is required for

soil preparation areas, topsoil borrow from the park will be available. Soil preparation areas and topsoil borrow source location are shown on the drawings. Contractor shall be responsible for screening topsoil borrow prior to use. Refer to requirements in Section 31 20 00 "Earth Moving".

RFI-86 No

Specifications 31 20 00 2.2 H.; 3.22.C.2 Revise Added 2.2 H Added 3.22 C.2a.

2.2 H. Topsoil Borrow Screening: Maximum particle

size, 3/4 inch (19mm), with maximum 3 percent retained on 1/4 inch (6 mm) screen.

3.22.C.2.a If supplemental topsoil is required, notify CO to coordinate sourcing topsoil borrow from location shown on drawings. Screen topsoil borrow according to the requirements of 2.2 H of this Spec Section before placement.

RFI-86 No

Drawings 1/G12, 4/C27 Staging & Access Details, Details V 1/G12 and Note 1 4/C27 Note 2

Revise Revisions for topsoil borrow 1/G12: Revised Corral label to "Potential stockpile and topsoil borrow location: Mauna Loa Rd Horse Corral".

Revised Note 1 to "Coordinate and confirm all stockpile locations, sourcing of topsoil borrow, and extents of operations with CO prior to any work in these areas."

4/C27: Added note 2a "If supplemental topsoil is required, coordination with CO to source topsoil borrow from the Mauna Loa Rd Horse Corral, location shown on sheet G12. Contractor shall screen topsoil borrow prior to placement. Refer to Spec Section 31 20 00 - Earth Moving for requirements.

RFI-86 No

23 Drawings C57 Ground Catchment 1 Improvements Revise Revise to show same 8-inch laterals for Building 43 as what is shown on C21 and C22.

RFI-89 No

24 Drawings M2, P2, P3, FP3, E3, E5, E9

Revise Revisions to make Rainshed 43 floor plan consistent across disciplines.

RFI-89 No

25 Drawings C57 Ground Catchment 1 Improvements Revise Change 3,825 CY annotation to follow the options convention.

Revise callout for "Excavate a Minimum of 3,825 CY" to have bold text, brackets, and "Option"

RFI-91 No

Drawings 8/C23 Bollard Installation Detail Revise Added 42" dimension for bollard height above finished grade. Changed schedule 80 to schedule 40 and added steel cap to match spec 05 55 00.

RFI-92 No

Drawings 1/S6 Foundation Details - 2 Detail 1/S6 – Building 43 Typical Retaining Wall

Revise Clarify retaining wall drainage requirements and discharge.

Revise Detail 1/S6 to show the wall pipe drain following the retaining wall as shown. Provide drain outlets discharging through the wall at approximately 20-foot spacing, located so as not to conflict with collection box locations. Wall drain shall be 4-inch-diameter perforated PVC pipe meeting ASTM F578 or AASHTO M278, or 4-inch-diameter perforated PE pipe meeting ASTM F405 or AASHTO M252, Type CP or Type SP. Type CP shall be Type C pipe with Class 2 perforations. Type SP shall be Type S pipe with either Class 1 or Class 2 perforations. Class 2 perforations shall be uniformly spaced along the length and circumference of the pipe.

Encase perforated pipe in circular-knit geotextile meeting ASTM D6707. Protect pipe discharge ends through the retaining wall with rodent screens.

RFI-93 No

Specifications

01 27 00 Definition of Contract Line Items

3.1.A and 3.1.F Revise Revise CLIN 1 to modify “removal and replacement of sand and gravel media” to “removal and replacement of sand media.” Revise Option B / CLIN 6 to include removal and replacement of the slow sand filter gravel media as required to perform the underdrain/collection piping replacement.

RFI-96 No

Location / Reference (detail, note, paragraph, grid) Change Type Original Text / Condition Revised Text / Direction

Reason / Source (RFI, Owner, Code, etc.)

Accompanying Attachment

29 Specifications 01 27 00 3.1 A.1 Revise Added replacement of PV inverter to CLIN 1 description.

"reinstallation of PV panels on fence, and replacement o PV panel conduit and PV inverter"

RFI-106 No

Drawings E2 PV Array callout Revise Clarified PV panels to be removed for fence replacement and reinstalled on new fence.

"Existing PV array to be removed for fence replacement and reinstalled. See Sheet E8 for inverter replacement information."

RFI-106 No

Drawings A10, A11 Bldg 241 Exterior Elevations, Bldg 241 Bldg Section Clarify TOS for columns The architectural drawings should indicate 1/4" per foot as the roof slope. The existing ground is uneven in elevation. The architect will add a note to their drawings that the control is the height of the water collection point and will show the 1/4" per foot slope.

RFI-109 No

Drawings A15 Details Revise discrepancy of size of outriggers between Detail 1 and Detail 5 Detail 1/A15, revised call out for 4x8 HSS, galvanized with end cap Detail 5/A15, the 1-1/2"x1-1/2" tube will be removed.

RFI-114 No

33 Drawings C10 Site Plan III Revise Clarify limits of chain link fence and chain link fence: option

Revise callout for "Connect to Existing Fence" to add "Start/End location between Chain Link Fence and Chain Link Fence: Option"

Revised linetype scale for new chain link fence between Rainshed 43 and T11 to match legend.

Revise LE Enclosure to 30'x28' to move line posts in and avoid grade beams.

RFI 118

No

Drawings E2, E7 Site Plan – Electrical; Single Line Diagram Building 43 electrical service; applicable E2 service notes/linework and Detail 2/E7

Revise Contract Documents indicate conversion of the existing Building 43 overhead electrical service to underground service, including new underground conduit and conductors from the utility pole to the new service equipment.

Revise the Building 43 electrical service scope as follows: The existing electrical service shall remain a 1-phase, 200-amp overhead service. The Project does not change the existing service voltage, phase, or service size. Contractor shall replace the existing meter base and main service disconnect and provide the associated customer-side electrical work. Delete the previously indicated overhead-to-underground service conversion, including associated underground utility trenching, conduit/conductors, and other utility-side improvements shown solely for that conversion. Revise Sheets E2 and E7 accordingly. Coordinate required meter removal/reinstallation, service disconnect/reconnect, and utility work with Hawaiian Electric and NPS. Hawaiian Electric shall perform utility-controlled meter/seal work.

No separate Hawaiian Electric utility allowance is required.

RFI 56 No

Drawings E3 Floor Plan - Building 43 Electrical Power Revise Demolition scope of Building 43 Add note to General Demolition notes to clarify full exten of demo scope.to include the whole electrical system.

RFI 67 No

Drawings E10 Floor Plan - Building 241 Electrical Lighting Revise Fixture designations and control of luminaires shown are not clear.

Revise SAR Building lighting as follows: Luminaire Type A shall be as specified in the Luminaire Schedule on Sheet E9. Provide a wall switch near the south entrance of the SAR Building, adjacent to the location of the existing manual transfer switch being removed, to control the two luminaires. Luminaire Type AE shall be served by the lighting inverter provided in Building 241. Revise fixture tags and circuiting on Sheet E10 as necessary to clearly distinguish Type A and Type AE.

RFI 82 No

Drawings E2 Site Plan - Electrical Revise Conflict of PV panel scope Revise text that notes PV panels to remain to say PV panels to be removed prior to fence removal and reinstalled after new fence is installed.

RFI 106 No

38 Specifications 01 27 00 Definition of Contract Line Items 3.1.C.1 Revise This item consists of ...demolition of accessory buildings below Building 241…

...partial demoltion and modification of SAR building, demolition of other accessory buildings…

RFI 101 No

39 Specifications 01 27 00 Definition of Contract Line Items 3.1.E.1 Revise This items consists of...construction of a new one-story building in the same location as the existing 241 SAR building.

...full demolition of existing SAR and construction of a new one-story building in the same location as the existing 241 SAR building.

RFI 101 No

Location / Reference (detail, note, paragraph, grid) Change Type Original Text / Condition Revised Text / Direction

Reason / Source (RFI, Owner, Code, etc.)

Accompanying Attachment

40 Drawings S4 Building 241 Foundation Plan Note 8 Revise Revise Note 8: Outline of CLIN 3: Partially demolish and modify 2-story SAR building: Remove top of (E) studs, add double top plate, add (or re-use) roof beams, add 5/8" thick plywood roof decking to be 1-foot below the bottom of the beams of the new roofing system. Bottom 1-story CMU (concrete masonry units) to stay. Anchor wood stud wall sill plate to (E) CMU with 5/8"-diameter wedge anchors at 32" o.c. Confirm top row of CMU is fully grouted, grout if otherwise. Sheath walls with 1/2" thick plywood and fasten with 8d nails at 4" o.c. edge nailing and 12" o.c. in field. Use Simpson HDU5 holdowns at each corner and at either side of each wall opening. New steel columns may be at (E) CMU walls. Demo portion of CMU wall to fit new steel columns, leave 6" gap on all sides. Pour new footing below, then demo (E) wall/footing, then install new column.

Outline of Option (CLIN 5): Full demolition of SAR Building and construct new 1-story SAR Building.

Reference Sheet S4 for Foundation and Roof Plans.

RFI 101 No

41 Drawings C55 Ground Catchment Piping GC2 Plan and Profile Existing Liner Patch Back Detail

Revise Added detail for pipe penetration through existing liner RFI 88 No

42 Specifications 01 27 00 Definition of Contract Line Items 3.1.C and 3.1.E Add Base CLIN 3 includes partial demolition/modification of the existing SAR Building; Option A / CLIN 5 includes full demolition and replacement of the SAR Building.

Add the following pricing and sequencing clarification:

“Base CLIN 3 shall include the partial demolition, modification, utility work, and final condition of the existing SAR Building required when Option A / CLIN 5 is not exercised. Option A / CLIN 5 shall be priced as the net additive cost above the Base Contract and shall account for Base SAR work that would be superseded and not performed if Option A is exercised. The Contractor shall not commence partial demolition or modification of the existing SAR Building under Base CLIN 3 until authorized in writing by the Contracting Officer. This hold point applies only to SAR-specific work and shall not restrict unrelated Building 241 work.”

RFI 101 No

43 Specifications 01 35 13.22 Archeological Protection 3.6 – Post Construction Archeological Monitoring Reporting

Add / Clarify Section 3.6 establishes Draft, Final Draft, and Final Archeological Monitoring Report submissions, including Government/Consulting Party review periods, but does not define how these review periods relate to the 610-day Contract Period.

Add the following clarification: “The Contractor shall submit the Draft Archeological Monitoring Report within 90 calendar days after completion of construction activities requiring archeological monitoring and shall submit subsequent revisions within the 30-calendar-day periods specified herein. Government and Consulting Party review periods are not Contractor-controlled time and shall not be considered Contractor delay. When the prescribed review process extends beyond the 610-day Contract Period, archeological reporting may continue as an administrative closeout activity, provided the Contractor has timely completed its construction work and each Contractor-controlled reporting obligation when due. The Contractor remains responsible for addressing review comments and submitting the Final Archeological Monitoring Report. Final payment remains subject to completion of required Contractor closeout deliverables.”

RFI 103 No

Location / Reference (detail, note, paragraph, grid) Change Type Original Text / Condition Revised Text / Direction

Reason / Source (RFI, Owner, Code, etc.)

Accompanying Attachment

44 Specifications 28 23 00 Video Surveillance Part 2 – Products / Video Management and Recording System

Revise Section 28 23 00 currently identifies Genetec as the basis for the Video Management System and Video Recording System and Axis as the basis for cameras, with approved equivalents permitted.

Revise the video surveillance system requirements as follows: “The new video surveillance system shall integrate with the Park’s existing Verkada Command environment. Provide all cameras, network/interface equipment, software, licensing, connectors, programming, and other components required for a complete operational system compatible with the existing Park system. Proposed equipment shall demonstrate compatibility and interoperability with the Park’s Verkada Command environment. Unless otherwise specifically approved by the Contracting Officer, the requirement is for system compatibility and integration and is not intended to establish a sole-source manufacturer requirement.” Revise other provisions of Section 28 23 00 as necessary to eliminate requirements that conflict with this integration requirement.

RFI 10 No

45 Specifications / Product Data

28 23 00;

applicable electrical/security drawings

Video Surveillance / Security System Backup Power CCTV UPS and Backup Power

Add / Clarify Contract Documents do not clearly establish the basis-of-design equipment and salient performance characteristics for the required 24 hour video surveillance backup-power system.

Provide a rack-mounted UPS and external battery system sized to maintain required video surveillance system operation for a minimum of 24 continuous hours following loss of normal power. Basis of Design:

Eaton/Tripp Lite SmartPro rack-mounted UPS system, SMART1500RMXL2U, or equal, subject to confirmation of the compatible external battery configuration. Basis-of design product data furnished with this Amendment establishes the general type and standard of quality and shall not be construed as a brand-specific requirement.

Salient characteristics include: 120V single-phase input/output; minimum 1,500 VA / 1,350 W output capacity; line-interactive sine-wave operation; 2U rack-mount configuration or equivalent rack-compatible configuration; UL 1778 listing or equivalent appropriate nationally recognized listing; capability for external battery expansion; and sufficient battery capacity to provide not less than 24 hours of required system operation at the actual connected load. Provide the quantity and capacity of compatible external battery modules necessary to meet the 24-hour requirement based on manufacturer-published runtime data/calculations. Equal products shall demonstrate compliance with these salient characteristics and all othe Contract requirements. Basis-of-design product literature does not supersede the 24-hour performance requirement.

RFI 15 No

46 Specifications 07 62 00 Sheet Metal Flashing and Trim Paragraphs 2.1.A and 2.3.B

Revise Paragraph 2.3.B states: “Downspouts: Not applicable.”

Revise Paragraph 2.3.B to require aluminum downspouts fabricated from aluminum sheet specified in Paragraph 2.1.A. Downspout sizes shall be as shown on Sheet C27: Rainshed 43 – 12-inch and 8-inch diameter on the north side per Detail 1/C27; 8-inch diameter on the south side per Detail 6/C27; Rainshed 241 – 10-inch diameter per Detail 9/C27.

RFI 107 No

47 Drawings S5 Foundation Details - 1 Detail 1/S5 - Column to Base Plate Connection

Add/Clarify Detail identifies the column-to-base-plate CJP weld but does not expressly identify the weld as Demand Critical or state the required inspection/testing frequency.

Add note: “Column-to-base-plate CJP welds shown in Detail 1/S5 are Demand Critical welds and shall comply with AWS D1.8. Provide continuous special inspection during welding and ultrasonic testing (UT) of 100 percent of the completed CJP welds. Fillet-weld or partial-joint-penetration (PJP) substitution is not permitted.”

RFI 110 No

48 Specifications / Drawings 05 12 00 / S5 Structural Steel Framing; Foundation Details-1 Section 05 12 00, Paragraph 2.2.E; Detail 1/S5

Revise Section 05 12 00 specifies ASTM F1554 Grade 36 unheaded anchor rods; Detail 1/S5 identifies ASTM F1554 Grade 105 anchor rods.

Revise Section 05 12 00, Paragraph 2.2.E, for the Building 241 column anchor rods shown on Detail 1/S5 to require ASTM F1554 Grade 105 anchor rods. Grade 105 shown on Detail 1/S5 governs.

RFI 111 No

Location / Reference (detail, note, paragraph, grid) Change Type Original Text / Condition Revised Text / Direction

Reason / Source (RFI, Owner, Code, etc.)

Accompanying Attachment

49 Specifications / Drawings 01 27 00; C53 Definition of Contract Line Items; Improve Existing Slow Sand Filter Details

Paragraph 3.1.F – Option B / CLIN 6; Slow Sand Filters

Add / Clarify Option B / CLIN 6 does not clearly identify replacement of the existing slow sand filter influent and effluent valves.

Add valve replacement to Option B / CLIN 6. Replace a total of six (6) existing 4-inch slow sand filter valves:

three (3) influent valves and three (3) effluent valves.

Replacement valves shall be ductile-iron gate valves, NSF/ANSI/CAN 61 certified for potable-water service, NIBCO or approved equal, with end connections matching the existing piping and suitable for the installed condition, including direct burial where applicable. Valve materials and installation shall comply with Section 46 00 00 and applicable AWWA requirements. Revise Sheet C53 as necessary to identify the valves included in the replacement scope.

RFI 30 No

50 Drawings A17 Details Detail 3/A17 – SAR Building Interior Wall Framing

Revise Detail 3/A17 indicates metal-stud framing for the SAR Building interior walls, which conflicts with the structural framing requirements shown on Sheets S4 and S9.

Revise Detail 3/A17 to show wood-framed interior walls consistent with the structural requirements and details shown on Sheets S4 and S9. Delete conflicting metal-stud framing references associated with the SAR Building interior walls.

RFI 68 No

51 Drawings FP3; Applicable Civil Utility Plan

Floor Plan – Building 43 Fire Protection; Civil Utilities Building 43 Fire Protection Service – Underground Connection

Add / Clarify Keynote 1 on FP3 refers to the civil drawings for continuation of the Building 43 fire protection service; however, the corresponding underground fire protection line and connection to the existing water system are not shown on the civil drawings.

Revise the applicable civil utility plan to show the Buildin 43 fire protection service connection. Provide an 8-inch x 6-inch tee, 6-inch gate valve, thrust block, and approximately 20 LF of 6-inch HDPE water line for the fire protection line connection. Required backflow prevention is referenced by Keynote 2 on FP3 and shown in Detail 1/FP1. Include the Building 43 fire suppression system and associated fire service connection work under CLIN 2 – Replace Building 43.

RFI 94 No

52 Drawings C23 Site Paving Details Detail 6/C23 – Pavement Replacement

Revise / Clarify

Existing pavement replacement limits and required section thickness are not sufficiently defined for bidding and pricing.

Revise Detail 6/C23 to require removal of existing pavement and base to 9 inches below proposed finished grade. Prepare exposed subgrade in accordance with Section 31 20 00, Paragraph 3.10.D. Provide 6 inches of new compacted aggregate base followed by 3 inches of HMA. Where in-situ competent hard rock is encountered within the proposed aggregate-base section, prepare the rock subgrade to the satisfaction of the Contractor's geotechnical engineer in accordance with Paragraph 3.10.D.3. The Contractor's geotechnical engineer may recommend a reduced aggregate-base section where competent hard rock occurs within the proposed base section

RFI 95 No

53 Specifications 31 20 00 Earth Moving 3.10.C.6 Revise / Clarify

Paragraph 3.10.C.6 requires probe drilling beneath footings requiring an allowable bearing capacity of 5,000 psf.

No project footing requires a 5,000-psf allowable bearing capacity. Project foundations are designed using a 3,000 psf allowable bearing capacity. Therefore, the probe-drilling requirements of Paragraph 3.10.C.6 do not apply to this Project.

RFI 97 No