B08_Attch_1_DENA_217466_Spec_and_Drawings_Portfolio.pdf

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02 41 00 Demolition

1.4B Demolition Plan X

03 09 00 Concrete

1.3A, 2 Product Data X

3.5B Strength Test Results X

26 05 00 Common Work Results for Electrical X X

1.6 Submittals X X

1.8 Testing X X

2.3 Electrical Identification X

3.4 Equipment identification X

26 05 19 Low-Voltage Electrical Power Conductors and Cables

1.3 Submittals X X

3.4 Cable Identification X

3.5 Testing X

26 05 26 Grounding and Bonding for Electrical Systems

26 05 33 Raceway and Boxes for Electrical Systems

26 05 50 Electrical Heat Tracing

3.2 B Pre-installation testing X

3.2 I-L Post-installation testing X

26 27 26 Wiring Devices

3.3 Field Testing X

LIST OF MATERIAL SUBMITTALS

Denali National Park, PMIS 217466, Replace Frontcountry Water and Wastewater Piping

SUBMITTAL

Par. No. Description

INFORMATIONAL

Spec.

Sec.

ACTION

REQUIREMENTS(indicate with an "X")

31 10 00 Site Clearing

1.3B Clearing Plan X

31 21 33 Trenching, Backfilling, and Compacting for Utilities

1.4B Manufacturer's data X

1.4C Miscellaneous Submittals X X

1.4D Soils testing firm info/quals X

1.4E Dewatering Plan X

1.4F Test Reports X

31 23 00 Earthwork

1.5B Soils testing firm info/quals X

1.5C Dewatering Plan X

1.5D Test Reports X

32 12 16

1.2B Product technical data X

1.2B Asphalt Mix Design X X

33 05 16 Precast Concrete Manhole Structures

1.3A Shop Drawings X X X

33 11 13 Water Distribution

1.5B Product technical data X X X

1.5C Work Plans X X

33 31 13 Sanitary Sewer

1.5B Product technical data X X X

1.5C Work Plans X X

33 33 14 Temporary Bypass Pumping and Flow Control

1.2A Bypass Plan X X

1.2B Shop Drawings X X

Topic Specification

Section Requirement

Submittal

Date Completed

Received by Park

01 77 00 Final Project Record Drawings

01 79 00 System Startup, System Shutdown, and O&M

33 11 13, 2.7.C Ball Valve Keys

03 09 00, 3.4B Strength Test Reports

26 05 26, 3.1 Grounding written confirmation and test results

31 21 33, 1.4 Test Reports

31 23 00, 1.5 Test Reports

33 11 13, 1.5D Test Reports

33 31 13, 1.5D Test Reports

26 05 00, 1.6 Operation and Maintenance Data

33 11 13, 1.5E Operation and Maintenance Data

33 31 13, 1.5E Operation and Maintenance Data

Extra Stock

Reports

Keys and keying schedule

O&M Data

Warranties

Guarantees

CLOSEOUT AND OPERATION & MAINTENANCE REQUIREMENTS

Project Record

Drawings

System

Demonstration and Training

Tools

Spare Parts

Equipment

DENA/217466 Statement of Structural Tests and Special Inspections Page 1 of 18

Statement of Structural Tests and Special Inspections Denver Service Center

National Park Service

Park: DENA

PMIS: 217466

Project Name: Replace Frontcountry Water and Wastewater Piping

Structural Engineering Firm: N/A

This Statement of Structural Tests and Special Inspections (STSI) is being submitted as required by Chapter 17 of the 2012 International Building Code (IBC-12). It includes the following:

1. Seismic requirements

2. Wind requirements

3. Qualification requirements for Inspectors and Testing Technicians

4. Listing of Required Structural Tests and Special Inspections

The Construction Contractor’s Quality Control Supervisor will provide copies of all special inspection reports and associated documentation to the Contracting Officer. The Construction

Contractor will be required to correct all deficiencies discovered in the Special Inspection and

Structural Testing program.

Prepared by:

______Justin Marcum_____________________________

(Type or print name)

Signature Date PE or SE Stamp

DENA/217466 Statement of Structural Tests and Special Inspections Page 2 of 18

Seismic and Wind Requirements

Seismic Requirements, IBC-09 Section 1704.3

Description of seismic-force-resisting system and designated seismic systems subject to special inspections:

None

Wind Requirements, IBC-09 Section 1704.3

Description of wind-force-resisting system and designated wind systems subject to special inspections:

None

DENA/217466 Statement of Structural Tests and Special Inspections Page 3 of 18

Instructions:

1. Place an “X” in the column titled “Required?” for all Special Inspections and Tests required for this project.

2. In the column marked “Required Qualifications” provide the qualifications for the special inspector, using the list beginning on page 4, for all required Structural Tests and Special

Inspections.

3. For those items listed as “Continuous,” continuous special inspection shall be as defined in Section 1702, IBC-12.

4. For those items listed as “Periodic” provide the minimum number of tests, i.e. 20% of all field welds, or the amount of work to be inspected (e.g. 10% of all wall surfaces).

5. Attach completed STSI to the end of the Specification Section 01 40 00, Quality

Requirements.

DENA/217466 Statement of Structural Tests and Special Inspections Page 4 of 18

Qualification Requirements for Inspectors and Testing Technicians

PE/SE Structural Engineer – licensed PE or SE specializing in the design of buildings and structures

PE/GE Geotechnical Engineer – licensed PE specializing in soil mechanics and foundations

EIT Engineer-In-Training – graduate engineer who has passed the Fundamentals of engineering examination

American Concrete Institute (ACI) Certification

ACI-CCSI Concrete Construction Special Inspector

ACI-LTT Concrete Laboratory Testing Technician Level 1 or 2

ACI-STT Concrete Strength Testing Technician

ACI-FTT Concrete Field Testing Technician – Grade I

American Society of Non-Destructive Testing (ASNT) Certification

Non-Destructive Testing Technician – Level II or III

American Welding Society (AWS) Certification

AWS-CWI Certified Welding Inspector

Exterior Design Institute (EDI) Certification

EDI-EIFS Certified EIFS inspector

International Code Council (ICC) Certification

ICC-PCSI Prestressed Concrete Special Inspector

ICC-RCSI Reinforced Concrete Special Inspector

ICC-SSI Soils Special Inspector

ICC-SFSI Spray-applied Fireproofing Special Inspector

ICC-SMSI Structural Masonry Special Inspector

ICC-SSBSI Structural Steel and Bolting Special Inspector

ICC-SWSI Structural Welding Special Inspector

National Institute for Certification in Engineering Technologies (NICET) Certification

NICET-CT Concrete Technician – Levels I, II, III and IV

NICET-GET Geotechnical Engineering Technician - Levels I, II, III and IV

NICET-ST Soils Technician - Levels I, II, III and IV

DENA/217466 Statement of Structural Tests and Special Inspections Page 5 of 18

Other

DENA/217466 Statement of Structural Tests and Special Inspections Page 6 of 18

Listing of Required Structural Tests and Special Inspections eq u ir ed

Structural Test or Special Inspection Required

Qualifications o n ti s er io d ic

F re q en cy f es t r

In sp ec

Steel Construction (ref: IBC-12 Section 1705.2, AISC 360-10 Chapter N, AISC 341-

10 Chapter J)

Prior to Welding (AISC 360-10 Table N5.4-1)

1. Welding procedure specifications (WPSs) available X

2. Manufacturer certifications for welding consumables available

X

3. Material identification (type/grade) X

4. Welder identification system X

5. Fit-up of groove welds (including joint geometry)

a. Joint preparation X

b. Dimensions (alignment, root opening, root face, bevel) X

c. Cleanliness (condition of steel surfaces) X

d. Tacking (tack weld quality and location) X

e. Backing type and fit (if applicable) X

6. Configuration and finish of access holes X

7. Fit-up of fillet welds

a. Dimensions (alignment, gaps at root) X

b. Cleanliness (condition of steel surfaces) X

c. Tacking (tack weld quality and location) X

8. Check welding equipment X

During Welding (AISC 360-10 Table N5.4-2)

1. Use of qualified welders X

2. Control and handling of welding consumables

a. Packaging X

b. Exposure control X

3. No welding over cracked tack welds X

4. Environmental conditions

a. Wind speed within limits X

b. Precipitation and temperature X

5. WPS followed

a. Settings on welding equipment X

b. Travel speed X

c. Selected welding materials X

d. Shielding gas type/flow rate X

DENA/217466 Statement of Structural Tests and Special Inspections Page 7 of 18

e. Preheat applied X

f. Interpass temperature maintained (min. /max.) X

g. Proper position (F, V, H, OH) X

h. Intermix of filler metals avoided unless approved (ref:

AISC 341-10)

6. Welding techniques

a. Interpass and final cleaning X

b. Each pass within profile limitations X

c. Each pass meets quality requirements X

After Welding (AISC 360-10 Table N5.4-3)

1. Welds cleaned X

2. Size, length and location of welds X

3. Welds meet visual acceptance criteria

a. Crack prohibition X

b. Weld/base-metal fusion X

c. Crater cross section X

d. Weld profiles X

e. Weld size X

f. Undercut X

g. Porosity X

4. Arc strikes X

5. k-area X

6. Backing removed and weld tabs removed (if required) X

7. Repair activities X

8. Document acceptance or rejection of welded joint or member

9. Placement of reinforcing or contouring fillet welds (if required) (ref: AISC 341-10)

10. Backing removed, weld tabs removed and finished, and fillet welds added (if required) (ref: AISC 341-10)

Nondestructive Testing (AISC 360-10 Section N5.5)

1. Risk Category II Structures - Perform Ultrasonic Testing on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading, in materials 5/16 in. thick or greater.

2. Risk Category III or IV Structures - Perform Ultrasonic

Testing on all CJP groove welds subject to transversely applied tension loading in butt, T- and corner joints, in materials 5/16 in. thick or greater.

3. Access Holes – Perform Magnetic Particle Testing or

Liquid Penetrant Testing when the flange thickness exceeds 2 in. for rolled shapes, or when the web thickness

DENA/217466 Statement of Structural Tests and Special Inspections Page 8 of 18 exceeds 2 in. for built-up shapes.

4. Welded Joints Subject to Fatigue X

Nondestructive Testing (AISC 341-10 Section J6.2)

1. k-area X

2. CJP Groove weld X

3. Lamellar tearing X

4. Beam cope and access hole X

5. Reduced beam section repair X

6. Weld tab removal X

Prior to Bolting (AISC 360-10 Table N5.6-1)

These inspections are not required for snug-tight joints

1. Manufacturer’s certifications available for fastener materials

2. Fasteners marked in accordance with ASTM requirements X

3. Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

4. Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

5. Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

6. Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used

7. Proper storage provided for bolts, nuts, washers and other fastener components

During Bolting (AISC 360-10 Table N5.6-2)

These inspections are not required for snug-tight joints.

These inspections are not required for pretensioned joints and slip-critical joints, when the installer is using the turn-of-nut method with matchmarking techniques, the direct-tension-indicator method, or the twist-off-type tension control bolt method.

1. Fastener assemblies, of suitable condition, placed in all holes and washers (if required) are positioned as required

2. Joint brought to the snug-tight condition prior to the pretensioning operation

3. Fastener component not turned by the wrench prevented from rotating

4. Fasteners are pretensioned in accordance with the RCSC

Specification, progressing systematically from the most

DENA/217466 Statement of Structural Tests and Special Inspections Page 9 of 18 rigid point toward the free edges

After Bolting (AISC 360-10 Table N5.6-3)

Document acceptance or rejection of bolted connections X

Other Inspection Tasks (AISC 360-10 Section N5.7)

1. Verify compliance of fabricated steel with the details shown on the approved shop drawings.

2. Verify compliance of the erected steel frame with the details shown on the approved erection drawings, including braces, stiffeners, member locations and joint details.

3. Anchor rods and other embedments support structural steel

a. Verify the diameter, grade, type and length of the anchor rod or embedded item.

b. Verify the extent or depth of embedment into the concrete.

4. RBS requirements, if applicable (ref: AISC 341-10)

a. Contour and finish X

b. Dimensional tolerances X

5. Protected zone—no holes and unapproved attachments made by fabricator or erector, as applicable (ref: AISC

341-10)

6. H-piles - Protected zone—no holes and unapproved attachments made by the responsible contractor, as applicable (ref: AISC 341-10)

Steel Construction Other Than Structural Steel (IBC-12 Table 1705.2)

1. Material verification and cold-formed steel deck:

a. Identification markings to conform to ASTM standards specified in the approved construction documents

b. Manufacturer’s certified test reports. X

2. Inspection of welding:

a. Cold-formed steel deck:

1) Floor and roof deck welds. X

b. Reinforcing steel:

1) Verification of weldability of reinforcing steel other than ASTM A706.

2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear

DENA/217466 Statement of Structural Tests and Special Inspections Page 10 of 18 reinforcement.

3) Shear reinforcement. X

4) Other reinforcing steel. X

Inspection of Composite Structures Prior to Concrete Placement (AISC 341-10 Table J9-1)

1. Material identification of reinforcing steel (Type/Grade) X

2. Determination of carbon equivalent for reinforcing steel other than ASTM A706

3. Proper reinforcing steel size, spacing and orientation X

4. Reinforcing steel has not been rebent in the field X

5. Reinforcing steel has been tied and supported as required X

6. Required reinforcing steel clearances have been provided X

7. Composite member has required size X

Inspection of Composite Structures During Concrete Placement (AISC 341-10 Table J9-2)

1. Concrete: Material identification (mix design, compressive strength, maximum large aggregate size, maximum slump)

2. Limits on water added at the truck or pump X

3. Proper placement techniques to limit segregation X

Inspection of Composite Structures After Concrete Placement (AISC 341-10 Table J9-3)

1. Achievement of minimum specified concrete compressive strength at specified age

Cold-formed Steel Trusses Spanning 60-feet or Greater (ref: IBC-12 Section 1705.2.2.2)

1. Verify temporary installation restraint/bracing installed in accordance with the approved shop drawings.

2. Verify permanent individual truss member restraint/bracing installed in accordance with the approved shop drawings.

Concrete Construction (ref: IBC-12 Table 1705.3)

1. Inspection of reinforcing steel, including prestressing tendons, and placement.

2. Inspection of reinforcing steel welding in accordance with

Steel Construction section above.

3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used.

4. Inspection of anchors post-installed in hardened concrete members.

5. Verify use of approved design mix. X

6. At the time fresh concrete is sampled to fabricate X

DENA/217466 Statement of Structural Tests and Special Inspections Page 11 of 18 specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

7. Inspection of concrete and shotcrete placement for proper application techniques.

8. Inspection for maintenance of specified curing temperature and techniques.

9. Inspection of prestressed concrete:

a. Application of prestressing forces X

b. Grouting of bonded prestressing tendons in the seismic-force-resisting system.

10. Erection of precast structural members X

11. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

12. Inspection formwork for shape, location and dimensions of the concrete member being formed.

Masonry Construction (ref: IBC-12 Section 1705.4)

1. Inspect masonry construction in accordance with IBC-12

Section 1705.4 and TMS 602-11/ACI 530.1-11/ASCE 6-

11 Article 1.6.

Level A Quality Assurance

Tests: None.

Inspection: Verify compliance with the approved submittal and project specifications.

Level B Quality Assurance

Tests:

1. Verify slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with TMS 602-

11/ACI 530.1-11/ASCE 6-11 Specification Article

1.5B.1.b.3 for self-consolidating grout.

2. Verify f’m and f’aac in accordance with TMS 602-11/ACI

530.1-11/ASCE 6-11 Specification Article 1.4B prior to construction, except where specifically exempted.

Inspection:

1. Verify compliance with the approved submittals and project specifications.

2. At the start of masonry construction, verify:

a. Proportions of site-prepared mortar. X

b. Construction of mortar joints. X

DENA/217466 Statement of Structural Tests and Special Inspections Page 12 of 18

c. Grade and size of prestressing tendons and anchorages.

d. Location of reinforcement, connectors, prestressing tendons and anchorages.

e. Prestressing technique. X

f. Properties of thin-bed mortar for AAC masonry.

(Continuous inspection is required for the first 5000 square feet of AAC masonry. Periodic inspection is required after the first 5000 square feet of AAC masonry.)

X X

3. Prior to grouting, verify:

a. Grout space is clean. X

b. Grade, type and size of reinforcement and anchor bolts, and prestressing tendons and anchorages.

c. Placement of reinforcing and connectors, and prestressing tendons and anchorages.

d. Proportions of site-prepared grout and prestressing grout for bonded tendons.

e. Construction of mortar joints. X

4. During masonry construction, verify:

a. Size and location of structural members. X

b. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction.

c. Welding of reinforcement. X

d. Preparation, construction and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F).

e. Application and measurement of prestressing force. X

f. Placement of grout and prestressing grout for bonded tendons is in compliance.

g. Placement of AAC masonry units and construction of thin-bed mortar joints. (Continuous inspection is required for the first 5000 square feet of AAC masonry. Periodic inspection is required after the first 5000 square feet of AAC masonry.)

X X

5. Observe preparation of grout specimens, mortar specimens and/or prisms.

Level C Quality Assurance

Tests:

1. Verify f’m and f’aac in accordance with TMS 602-

11/ACI 530.1-11/ASCE 6-11 Specification Article 1.4B prior to construction, and for every 5000 square feet

DENA/217466 Statement of Structural Tests and Special Inspections Page 13 of 18 during construction.

2. Verify proportions of materials in premixed or pre-blended mortar, prestressing grout, and grout other than self-consolidating grout as delivered to the project site.

3. Verify slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with TMS 602-

11/ACI 530.1-11/ASCE 6-11 Specification Article

1.5B.1.b.3 for self-consolidating grout

Inspection:

1. Verify compliance with the approved submittals and project specifications.

2. Verify:

a. Proportions of site-prepared mortar, grout and prestressing grout for bonded tendons

b. Grade, type and size of reinforcement and anchor bolts, and prestressing tendons and anchorages

c. Placement of masonry units and construction of mortar joints.

d. Placement of reinforcement, connectors and prestressing tendons and anchorages.

e. Grout space prior to grouting. X

f. Placement of grout and prestressing grout for bonded tendons.

g. Size and location of structural elements. X

h. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction.

i. Welding of reinforcement. X

j. Preparation, construction and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F).

k. Application and measurement of prestressing force. X

l. Placement of AAC masonry units and construction of thin-bed mortar joints.

m. Properties of thin-bed mortar for AAC masonry. X

3. Observe preparation of grout specimens, mortar specimens and/or prisms.

Wood Construction (ref: IBC-12 Section 1705.5)

1. Inspect prefabricated wood structural elements in accordance with Section 1704.2.5

2. High load diaphragms:

a. Verify sheathing grade and thickness. X

b. Verify nominal size of framing members at X

DENA/217466 Statement of Structural Tests and Special Inspections Page 14 of 18 adjoining panel edges.

c. Verify nail or staple diameter and length. X

d. Verify number of fastener lines. X

e. Verify spacing between fasteners in each line and at panel edges.

3. Shearwalls:

a. Verify sheathing grade and thickness. X

b. Verify nominal size of framing members at adjoining

c. Verify nail or staple diameter and length. X

d. Verify number of fastener lines. X

e. Verify spacing between fasteners in each line and at

f. Location and size of holdowns. X

4. Verify nailing, bolting, anchoring and fastening of:

a. Drag struts and collectors. X

b. Braces. X

c. Hold-downs. X

5. Metal-plate-connected wood trusses spanning 60 feet or greater:

a. Verify temporary installation restraint/bracing installed in accordance with the approved shop drawings.

b. Verify permanent individual truss member restraint/bracing installed in accordance with the approved shop drawings.

Soils (ref: IBC-12 Table 1705.6)

1. Verify materials below shallow foundations are adequate to achieve the required bearing capacity.

X 2. Verify excavations are extended to proper depth and have reached proper material.

X 3. Perform classification and testing of compacted fill materials.

One gradation test per 1,000 CY

X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

Improved areas – one test per 1,000 square feet per lift

Unimproved areas – one test per 2,500 square feet per lift

5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared properly.

DENA/217466 Statement of Structural Tests and Special Inspections Page 15 of 18

Driven Deep Foundation Elements (ref: IBC-12 Table 1705.7)

1. Verify pile materials, sizes and lengths. X

2. Determine capacities of test elements and conduct additional load tests when required. Refer to project specifications.

3. Observe driving operations and maintain complete and accurate records for each element.

4. Verify element locations and plumbness. X

a. Verify type and size of hammer. X

b. Record number of blows per foot of penetration. X

c. Determine required penetration to achieve specified capacity.

d. Record pile tip and butt elevations. X

e. Document any damage to any foundation element. X

5. For steel piling, perform additional inspection in accordance with Section 1705.2.

6. For concrete elements and concrete-filled elements, perform additional inspections in accordance with

Section 1705.3.

7. For specialty elements, perform additional inspections as required in the project specifications.

Cast-In-Place Deep Foundations (ref: IBC-12 Table 1705.8)

1. Observe drilling operations and maintain complete and accurate records for each element.

2. Verify element locations and plumbness. X

a. Verify element diameter. X

b. Verify bell diameter (if applicable). X

c. Verify element lengths. X

d. Verify embedment depth into bedrock (if applicable).

e. Verify adequate end-bearing strata capacity. X

f. Record concrete or grout volumes. X

3. For concrete elements, perform additional inspections in accordance with Section 1705.3.

Helical Piles (ref: IBC-12 Section 1705.9)

1. Verify pile locations X

a. Verify installation equipment used. X

b. Verify pile dimensions. X

c. Verify tip elevations. X

d. Verify final depth. X

e. Verify final installation torque. X

DENA/217466 Statement of Structural Tests and Special Inspections Page 16 of 18

f. Other data as required by the project specifications. X

Wind Resistance (ref: IBC-12 Section 1705.10)

1. Provide inspections when required by Section 1705.10.

2. Structural Wood

a. Inspect field gluing of main wind-force resisting system (MWFRS).

b. Inspect nailing, bolting, anchoring and other fastening of components of MWFRS, including wood shearwalls, diaphragms, collectors (drag struts), braces and holdowns.

3. Cold-formed Steel Light-frame Construction

a. Inspect welding operations of the MWFRS. X shearwalls, diaphragms, collectors (drag struts), braces and holdowns.

4. Inspect roof cladding. X

5. Inspect wall cladding. X

Seismic Resistance (ref: IBC-12 Section 1705.11)

1. Provide inspections when required by Section 1705.11.

2. Structural Steel (ref: IBC-12 Section 1705.11.1) – provide special inspection in accordance with AISC 341. Note exceptions in IBC-12 Section 1705.11.1,

3. Structural Wood (ref: IBC-12 Section 1705.11.2)

a. Inspect field gluing of main wind-force resisting system (MWFRS).

wood shearwalls, diaphragms, collectors (drag struts), braces and holdowns.

4. Cold-formed steel light-frame construction (ref: IBC-12

Section 1705.11.3)

a. Inspect welding operations of the MWFRS. X shearwalls, diaphragms, collectors (drag struts), braces and holdowns.

5. Designated Seismic Systems (ref: IBC-12 Section

1705.11.4). Provide inspections in accordance with IBC-

12 Sections 1705.11.4 and 1705.12.3.

6. Architectural Components (ref: IBC-12 Section

1705.11.5)

DENA/217466 Statement of Structural Tests and Special Inspections Page 17 of 18

a. Inspect erection and fastening of exterior cladding, interior and exterior nonbearing walls, and interior and exterior veneer for structures in Seismic Design

Category D, E, or F.

b. Access Floors (ref: IBC-12 Section 1705.11.5.1).

Inspect anchorage of access floors for structures in

Seismic Design Category D, E, or F.

7. Mechanical and Electrical Components (ref: IBC-12

Section 1705.11.6)

a. Inspect anchorage of electrical equipment for emergency or standby power systems in structures assigned to Seismic Design Category C, D, E or F.

b. Inspect anchorage of other electrical equipment in structures assigned to Seismic Design Category E or

F.

c. Inspect installation and anchorage of piping systems carrying flammable, combustible or highly toxic contents and their associated mechanical units in structures assigned to Seismic design Category C, D, E or F.

d. Inspect installation and anchorage of HVAC ductwork that will contain hazardous materials in structures assigned to Seismic Design Category C, D, E or F.

e. Inspect installation and anchorage of vibration isolation systems in structures assigned to Seismic design Category C, D, E or F where the construction documents require a nominal clearance of ¼ inch or less between the equipment support frame and restraint.

8. Storage Racks (ref: IBC-12 Section 1705.11.7)

a. Inspect anchorage of storage racks 8 feet or greater in height for structures in Seismic Design Category D, E, or F.

9. Seismic Isolation Systems (ref: IBC-12 Section

1705.11.8)

a. Inspect seismic isolation systems during the fabrication and installation of isolator units and energy dissipation devices.

Testing and Qualification for Seismic Resistance (ref: IBC-12 Section 1705.12)

1. Test and qualify seismic resistance in accordance with

IBC-12 Section 1705.12 and the project specifications.

DENA/217466 Statement of Structural Tests and Special Inspections Page 18 of 18

Sprayed Fire-Resistant Materials (ref: IBC-12 Section 1705.13)

1. Inspect sprayed fire-resistant materials in accordance with

IBC-12 Section 1705.13 and the project specifications.

Mastic and Intumescent Fire-Resistant Coatings (ref: IBC-12 Section 1705.14)

1. Perform inspections in accordance with AWCI 12-B and

IBC-12 Section 1705.14.

Exterior Insulation and Finish Systems (EIFS) (ref: IBC-12 Section 1705.15)

1. Perform inspections in accordance with project specifications and IBC-12 Section 1705.15.

Fire-resistant Penetrations and Joints (ref: IBC-12 Section 1705.16)

1. Perform inspections in accordance with project specifications and IBC-12 Section 1705.16.

Smoke Control (ref: IBC-12 Section 1705.17)

1. Perform testing in accordance with project specifications and IBC-12 Section 1705.17.

OETA

49 TH

KS

AL

DENALI NATIONAL PARK AND PRESERVE

ALASKA

SOLICITATION #140P2019R0020

REPLACE FRONTCOUNTRY WATER AND

WASTEWATER PIPING

DENA

PMIS NO. 217466/183705

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

April 2019

DENA PMIS #217466/183705 TOC-1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line Items

01 31 00 Project Management and Coordination

01 32 16 Construction Schedule

01 33 23 Submittal Procedures

01 35 23 Safety Requirements

01 40 00 Quality Requirements

01 42 00 References

01 50 00 Temporary Facilities and Controls

01 57 23 Temporary Storm Water Pollution Prevention

01 67 00 Product Requirements

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

01 79 00 Demonstration and Training

DIVISION 02 - EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 03 - CONCRETE

03 09 00 Concrete

DIVISION 04 - MASONRY

Section not used

DIVISION 05 - METALS

Section not used

DIVISION 06 - WOOD, PLASTICS, & COMPOSITES

Section not used

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Section not used

DIVISION 08 – OPENINGS

Section not used

DENA PMIS #217466/183705 TOC-2

DIVISION 09 – FINISHES

Section not used

DIVISION 10 – SPECIALTIES

Section not used

DIVISION 11 – EQUIPMENT

Section not used

DIVISION 12 – FURNISHINGS

Section not used

DIVISION 13 - SPECIAL CONSTRUCTION

Section not used

DIVISION 14 - CONVEYING EQUIPMENT

Section not used

DIVISION 21 - FIRE SUPPRESSION

Section not used

DIVISION 22 – PLUMBING

Section not used

DIVISION 23: HEATING, VENTILATION, AND AIR CONDITIONING

Section not used

DIVISION 25 - INTEGRATED AUTOMATION

Section not used

DIVISION 26 - ELECTRICAL

26 05 00 Common Work Results for Electrical

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding

26 05 33 Raceway and Boxes for Electrical Systems

26 05 50 Heat Trace

26 27 26 Wiring Devices

DIVISION 27 - COMMUNICATIONS

DENA PMIS #217466/183705 TOC-3

Section not used

DIVISION 28 - ELECTRONICS SAFETY AND SECURITY

Section not used

DIVISION 31 - EARTHWORK

31 10 00 Site Clearing

31 21 33 Trenching, Backfilling, and Compacting for Utilities

31 23 00 Earthwork

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 Asphaltic Concrete Vehicular Paving

32 93 00 Plants

DIVISION 33 - UTILITIES

33 05 16 Precast Concrete Manhole Structures

33 11 13 Water Distribution

33 31 13 Sanitary Sewer

33 33 14 Temporary Bypass Pumping and Flow Control

DIVISION 34 - TRANSPORTATION

Section not used

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

Section not used

DIVISION 40 - PROCESS INTEGRATION

40 95 13 Control Panels

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

Section not used

DIVISION 42 - PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

Section not used

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 22 Pumping Equipment: Submersible Effluent Pump

DENA PMIS #217466/183705 TOC-4

DIVISION 44 - POLLUTION CONTROL EQUIPMENT

Section not used

DIVISION 45 - INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

Section not used

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

Section not used

DIVISION 48 - ELECTRICAL POWER GENERATION

Section not used

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091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Occupancy requirements for buildings.

8. Work Restrictions.

9. Special Construction Requirements.

10. Soils Investigation Report.

11. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Denali National Park and Preserve, Frontcountry, Denali Alaska. Project lies within the Denali frontcountry area in the general vicinity of the Riley Creek campground along the first mile of the park entrance road.

B. The Work consists of the following:

1. The Work includes replacement of water and sewer utilities along with ancillary installation of heat trace systems.

C. Project will be constructed under a single prime contract.

1.3 WORK PHASES

A. The Work shall be completed in one mobilization, where the work is completed in the same construction season that the Contractor mobilizes to do the Work. The completion date for all work is September 30, 2020.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

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B. Concurrent Work: Government will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this

Contract.

1. Repave Denali Park Road – MP 0.0 to 3.4. A separate contract will be awarded to a for the repaving effort of the Denali Park entrance road for the first 3.4 miles which may impact travel times and involve pilot cars or other road limitations.

a. The period of construction is two months from the Notice to Proceed and shall be completed by September 30, 2020. Work is anticipated to occur from May 1 to

September 30, 2019 and 2020.

1.5 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to minimum extent necessary to accomplish the work, and in all cases within the project limits.

2. Limit site disturbance, including earthwork and clearing of vegetation, to minimum required to accomplish the work, even when this is less than the limits identified.

B. Storage of Materials: Confine storage of materials to indicated staging areas identified.

C. Staging Area: The Contractor staging area shall be confined to the Riley Creek campground overflow lot.

D. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

E. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to

Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Preserve public access to the Riley Mercantile, dump station, and the Post Office at all times.

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

F. Construction Camp: Contractor will not be allowed to set up a construction camp with the boundaries of the Denali Park. Contractor employees shall be limited in stay at the campground as per same stay

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limitations applied to public length of stays. Keep camp neat and clean and return site to previous condition at completion of work. These requirements also apply to all Contractors’ employees who may, with prior approval, establish their own camping facilities.

G. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

H. Deliveries: All deliveries shall be within normal work hours of the project unless previously approved by the Contracting Officer.

1.6 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

Road closures will be permitted, when required, upon specific approval of Contracting Officer.

1. Night time (8 PM to 8 AM) road closures will be permitted, when required, upon specific approval of Contracting Officer with at least two working days advance notice, with a maximum of 1 hour delay to any vehicle.

2. Day time (8 AM to 8 PM) Denali Park Road closures are restricted to 5 minutes with no exceptions.

3. Public access outside of the construction area to walk-in sites at the back half of the Riley

Creek Caribou Loop shall be maintained and properly marked at all times.

1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. The following facilities and associated utilities and access routes shall remain open at all times: Post

Office, Riley Creek Day Use Area, Campground Bear Loop, Wolf Loop, Mercantile/Laundry and dump station.

B. Existing Buildings

1. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with

Government during construction operations to minimize conflicts and facilitate

Government usage. Perform the Work so as not to interfere with Government’s operations.

Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer (CO).

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1.8 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

B. Work on Sundays, Federal holidays or at night may not be performed without prior consent from the

Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.9 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of

8 a.m. to 8 p.m., Monday through Saturday, except when approved in advance by the Contracting

Officer. The Contractor will be required to conduct construction activities in a manner and sequence that will serve to minimize disruptions to normal traffic flows on roads and pathways.

1. Night Construction Hours are between 8 PM and 8 AM: Night construction must be submitted for approval to the Contracting Officer 48 hours in advance. Night construction may be approved on a case by case basis and shall be coordinated with the Contracting

Officer. Night construction is anticipated for the following work areas:

a. The intersection between the Denali Park Road and Riley Creek Mercantile Access

Road.

b. The intersection between the Riley Creek Campground Road and Riley Creek

Mercantile Access Road. Contractor shall maintain access to the Riley Creek

Mercantile and the Post Office at all times during operational hours. Mercantile hours of operation must be verified each season.

B. Existing Utilities

1. Existing Utilities: The Contractor is responsible for locating all utilities. The Contractor shall coordinate with park staff for assistance in locating utilities as necessary. Notify

Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than five days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours for Utility Shutdowns: Sewer service is expected to be provided to all park facilities during construction, except during service line work. Sewer shut down for service line work may be approved on a case by case basis. Contractor shall monitor upstream

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manholes to ensure there is no back up of sewage due to construction activity. Contractor shall supply temporary by-pass services and or pumping operations as required to keep sewage from backing up and impacting structures or the environment.

4. Any sewage pumped during sewer work shall be hauled to the wastewater treatment plant at a location designated by Park Staff.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.10 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

DENA - 217466 01 26 01 - 1

031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with the preparation of modifications will not be allowed. The costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Project Manager, Assistant Project Manager

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

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6. Scheduling

7. Field Office Trailers and associated temporary utilities

8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate. The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the project site. Modification costs for salaried workers are only allowed within the structure of a 40 hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that the business must pay on behalf of the worker to government entities and educational forums , such as:

1) Social Security

2) Medicare

3) Workers Compensation– Policy and company calculation to be made available.

4) FUTA– Cap Rate and percentage to be proportionally allocated over one year.

5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.

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6) Union agreement costs – Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects the contractor from claims resulting from bodily injury or property damage to a third party. Include this as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. The proposal must be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed that that they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate

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Form, or their own form, provided that it contains the same information and level of detail as the Gov’t provided form.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must be received with the proposal by the date shown within the Request for Proposal letter.

Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving the right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer upon request.

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS.

All delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work.

Any work proposed that will require overtime work or premium pay shall be itemized…