AG-05K3-S-13-0017-Attachments.pdf

PDF 10 MB Posted Aug 8, 2013

Attached to: Cascade Peaks Prefab Building Installation Federal contract opportunity
Solicitation number: AG-05K3-S-13-0017
Issued by: Department of Agriculture Forest Service R6-Pacific Northwest Region

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SHEET

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AG-05K3-S-13-0017 - Attachments

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C100ts.dwg

GIFFORD PINCHOT NATIONAL FOREST

SCHWAB ENGINEERING & MANAGEMENT

GIFFORD PINCHOT NATIONAL FOREST

TITLE SHEET

C100

GEOENGINEERS, INC.

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C101tp.dwg

GRAPHIC SCALE

TOPOGRAPHIC SURVEY

C101

SECTION C-C

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GRAPHIC SCALE

GRADING PLAN

C201

SECTION A-A

SECTION B-B

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GRAPHIC SCALE

EROSION CONTROL PLAN

C300

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SECTIONS AND DETAILS

C400

NTS

REINFORCED CONCRETE STAIRWAY CURB RAMP

CURB RAMPCURB RAMPCURB RAMP

REINFORCED CONCRETE STAIRWAY

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SECTIONS AND DETAILS

C401

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CURB RAMP 3

NTS

LIGHT VEHICLE PARKING PAVEMENT 4

NTS

CURB AND GUTTER - BARRIER

NTS

DRIVEWAY AISLES AND BUS PARKING PAVEMENT 6

NTS

GRAVEL PAVEMENT FOR NORTHEAST AREA 7

NTS

CURB AND SIDEWALK JOINTS

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SECTIONS AND DETAILS

C402

NTS

METAL HAND RAILINGS 8

NTS

METAL HAND RAILINGS METAL HAND RAILINGS

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GEN. NOTES, PLUMBING

SYMBOL, ABBREVIATIONS,

RISER DIAGRAM, DETAIL,

& DRAWING INDEX

P001

REQUIREMENTS.

10. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION

11. CUTTING, BORING, SAW CUTTING OR DRILLING THROUGH

NEW STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE DETAILS

HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, STRUCTURAL

ENGINEER AND THE PROJECT FIELD ENGINEER.

9. AS A MINIMUM STANDARD, ALL WORK SHALL COMPLY WITH THE LATEST

REQUIREMENTS OF THE UNIFORM PLUMBING CODE.

BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO PURCHASE.

BEEN UTILIZED FOR DESIGN. ALTERNATE MATERIALS AND EQUIPMENTS SHALL

MANUFACTURERS AND NUMBERS SHOWN ON EQUIPMENT SCHEDULE HAVE

EACH PIECE OF EQUIPMENT.

3. FURNISH AND INSTALL A SHUT-OFF VALVE, PLUG COCK OR STOP AT

2. OFFSET PIPES AS REQUIRED TO CLEAR MECHANICAL DUCTWORK (IF ANY).

4. SEAL AND FLASH ALL PENETRATIONS THROUGH ROOF/WALL WATERTIGHT.

IN ACCORDANCE WITH ASCE 7-05 CHAPTER 13, DETAILS SHALL BE PROVIDED FOR THE SEISMIC

ANCHORAGE OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT. ANCHORAGE DETAILS SHALL BE

BASED UPON APPROPRIATE DESIGN CALCULATIONS.

FOR EQUIPMENT WEIGHING 400 POUNDS OR MORE, ANCHORAGE DETAILS AND APPROPRIATE

DESIGN CALCULATIONS SHALL BE SUBMITTED AS PART OF THE MECHANICAL AND ELECTRICAL

DRAWINGS "DEFERRED APPROVAL" ITEMS WILL NOT BE PERMITTED UNLESS SPECIFICALLY

APPROVED BY THE PLAN CHECK SUPERVISOR.

EXCEPTION: ATTACHMENT OF EQUIPMENT WEIGHING LESS THAN 400 POUNDS AND SUPPORTED

DIRECTLY ON THE FLOOR OR ROOF STRUCTURE, FURNITURE OR TEMPORARY OR MOVEABLE

EQUIPMENT AND EQUIPMENT WEIGHING LESS THAN 20 POUNDS THAT IS SUPPORTED BY

VIBRATION ISOLATION DEVICES SUSPENDED FROM THE ROOF, WALL OR FLOOR NEED NOT BE

DETAILED ON THE PLANS PROVIDED THE FOLLOWING NOTES ARE INCLUDED ON THE MECHANICAL

AND ELECTRICAL PLANS.

THE SEISMIC ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT SHALL CONFORM TO

ASCE 7-05 SECTION 13.6 AND TABLE 13.6-1. ANCHORAGE DETAILS FOR ROOF/FLOOR MOUNTED

EQUIPMENT SHALL BE SHOWN ON PLANS,

CONNECTIONS SHALL BE MINIMUM. ALL NEW MATERIALS SHALL

2. NEW PIPING, VALVING AND EQUIPMENT SHALL BE INSTALLED UP

BE AVAILABLE BEFORE CONNECTIONS ARE ATTEMPTED.

TO CONNECTION POINTS SO THAT DOWN TIME FOR FINAL

CAREFUL EXAMINATION OF THE SITE.

SHALL CAREFULLY STUDY ALL DRAWINGS, AND SHALL MAKE A

1. BEFORE SUBMITTING THE BID, THE PLUMBING CONTRACTOR

3. PROVIDE SHUT-OFF VALVES AT ALL TAKE-OFF BRANCHES TO FIXTURES.

SHEET NO. SHEET TITLE

P001 PLUMBING LEGEND, GENERAL NOTES, RISER DIAGRAM, DETAIL, AND DRAWING LIST

P200 PLUMBING FLOOR PLAN

P100 PLUMBING SITE PLAN

INSTALL SUPPORTS IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA GUIDELINES FOR

SEISMIC RESTRAINTS OF PIPING SYSTEMS. COPY OF SMACNA MUST BE AVAILABLE ON SITE.

2009 INTERNATIONAL BUILDING CODE

2009 UNIFORM PLUMBING CODE

WITH WASHINGTON STATE AMENDMENTS

2008 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE

2009 INTERNATIONAL MECHANICAL CODE

2009 INTERNATIONAL FIRE CODE

WITH WASHINGTON STATE AMENDMENTS

2009 WASHINGTON STATE ENERGY CODE

DESCRIPTIONITEM TYPE CAPACITY LOCATION

STORAGE ELECTRICAL

BTU/HR

KW/HP HZØV

REMARKS WEIGHTDIMENSION

21.2 LBS

LBS

MODEL DV8

HOME COMFORT

SPACE HEATER

PROPANE GAS

STAFF ROOMS NANANA

(GALS)

NA 7,500

8" GAS INLET WITH BUILT IN THERMOSTAT

24.25 H x

12.25" W x

5" DEPTH

SPACE HEATER

PROPANE GASWF

2 MODEL DV21

HOME COMFORT

RETAIL ROOM

REGULATOR

GAS PRESSUREGPR

MAXITROL

OUTSIDE

MOUNTED OUTSIDE WALL WITH SEISMIC VALVE

NA 18,000

NANANA

8" GAS INLET WITH BUILT IN THERMOSTAT

NA 53.2 LBS

24.25H x 25.5" W x

7" DEPTH

MODEL 325-5A

SGSOV

1 SHUTOFF VALVE

SEISMIC GAS

1. STEEL PIPE, SCHEDULE 40 BLACK WITH MALLEABLE IRON OR FORGED

STEEL WELDING TYPE FITTINGS. THREADED FITTINGS FOR PIPE SIZES

2" AND SMALLER.

LP GAS (ABOVE GROUND AND INSIDE OF BUILDING)

LP GAS (BELOW GROUND AND ON SITE)

POLYETHYLENE PIPE ASTM D2513, SDR 11.5

WITH ASTM D2513 FITTINGS.

2' -0

BLACK STEEL PIPE

WRAPPED WITH

PLASTIC COATING

ALL PIPING OR HANGER PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL

CONTRACTOR SHALL NOT CUT OR DAMAGE ANY STRUCTURAL MEMBER NOT SPECIFICALLY

BE PROTECTED WITH UL LISTED FIRESTOP SYSTEM METHOD.

DETAILED ON DRAWINGS.

GAS SHUT-OFF VALVE AND COUPLING SHALL BE INSTALLED AT EACH EQUIPMENT IN

PROVIDE AND INSTALL NEW TEES AND WYES AT PROPANE POINT OF CONNECTION.

AN EASILY ACCESSIBLE LOCATION FOR SERVICE.

GPR

SGSOV

GPR

SGSOV

FREEZER

REFRIGERATORRF

BY OWNERRF

12. INSTALL BELOW GROUND GAS PIPING IN CONFORMANCE WITH IIAPMO INSTALLATION

STANDARDS AND LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE 1 - #12 BARE

COPPER TRACE WIRE.

13. PROVIDE HANGERS, SUPPORTS AND ANCHORS AS REQUIRED.

14. INSTALL GAS PIPING AT A UNIFORM RATE OF 1/4 INCH. IN 15 FEET, UPWARD TO RISERS

AND FROM THE RISERS TO THE GAS METER.

15. PLASTIC PIPES SHALL BE JOINED BY THERMAL BUTT FUSION, SOCKET FUSION OR SOCKET

FUSION IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATION.

16. PLASTIC PIPE SHALL BE INSTALLED NOT LESS THAN 48 INCHES BELOW GRADE. RISERS

TO GRADE SHALL BE PREFABRICATED ANODELESS TYPE FOR INSTALLATION WITH

17. PIPE SHALL BE INSTALLED IN 6 INCHES OF DEEP SAND BED. AFTER REQUIRED PRESSURE

LEAK TEST, PIPES SHALL BE COVERED WITH SAND NOT LESS 6 INCHES THICK.

18. PLASTIC PIPE SHALL BE INSTALLED IN OR UNDER A BUILDING. PIPE SHALL BE INSTALLED UNDER

BITUMINOUS SURFACING OR COMPACTED SOIL AREA FREE FROM LARGE STONES

POLYETHYLENE PIPE.

19. INSPECT, TEST AND PURGE GAS LINES IN ACCORDANCE WITH THE REQUIREMENTS

OF NFPA 54 AND LOCAL AUTHORITIES HAVING JURISDICTION.

pIPE MAY BE INSTALLED UNDER SIDEWALKS OR DRIVEWAYS AS LONG AS NO JOINT OCCURS.

PIPE INSTALLED UNDER PAVED COVERED AREAS WIDER THAN 40 FEET SHALL BE

INSTALLED IN VENTILATED CONDUITS EXTENDING 2 FEET PAST PAVING.

PACIFIC SEISMIC

PRODUCTS

MODEL 300 (3/4") OUTSIDE

NANANANA

MOUNTED OUTSIDE WALL WITH GAS PRESSURE

REGULATOR

8" GAS INLET WITH BUILT IN THERMOSTATRETAIL ROOM

NOTE 1: ALL PIPE AND FITTINGS ARE USA MADE.

2. PAINT ALL EXPOSED PIPING TO PREVENT CORROSION.

SITE PLAN - PLUMBING

P100

SHEET

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P100

SITE PLAN - PLUMBING

1"= 20'

40'20'10'0

SCALE: 1" = 20'-0"

NORTH

REF.

1" G. FOR

CONTINUATION

SEE SITE

PLAN P-100

GPR

SGSOV

1/2"

3/4"

1/2" GAS DN TO

REFRIGERATOR

FREEZER

1/2"

SHEET

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FLOOR PLAN - PLUMBING

P200

FLOOR PLAN - PLUMBING

1/4"=1'-0"

8'4'2'0

SCALE: 1/4" = 1'-0"

NORTH

REF.

ELECTRICAL LEGEND

ABBREVIATIONS, GENERAL

NOTES & DRAWING INDEX

E101

SHEET

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ELECTRICAL LEGEND (ALL MAY NOT BE APPLICABLE)

TELECOMMUNICATIONS SYSTEM

ABBREVIATIONS

DRAWING INDEX

ELECTRICAL DRAWING LIST

GENERAL NOTES (ALL MAY NOT BE APPLICABLE)

SINGLE LINE DIAGRAM,

LIGHTING FIXTURE

SCHEDULE & DETAILS

E103

SHEET

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SITE PLAN - ELECTRICAL

E200

SHEET

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E200

FLOOR PLAN - POWER

1"= 20'

8'4'2'0

SCALE: 1/4" = 1'-0"

E200

GENERATOR GROUNDING PLAN

1/4"= 1'=0"

NORTH

REF.

40'20'10'0

SCALE: 1" = 20'-0"

NORTH

REF.

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FLOOR PLAN -

ELECTRICAL LIGHTING

AND POWER

E201

FLOOR PLAN - LIGHTING

1/4"=1'-0"

E201

FLOOR PLAN - POWER

1/4"=1'-0"

8'4'2'0

SCALE: 1/4" = 1'-0"

8'4'2'0

SCALE: 1/4" = 1'-0"

NORTH

REF.

NORTH

REF.

E201

PANELBOARD & SPD EQUIPMENT ELEVATION

SCALE: NTS

Cascade Peaks Information Station Mount St. Helens National Volcanic Monument

Project Specifications - BUILDING

100% Solicitation Documents May 13, 2013

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

011200 MULTIPLE CONTRACT SUMMARY

012300 OPTION ITEMS

012500 SUBSTITUTION PROCEDURES

012900.10 SCHEDULE OF VALUES

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES

014200 REFERENCES

015000 TEMPORARY FACILITIES

016000 PRODUCT REQUIREMENTS

017300 EXECUTION

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017700 CLOSEOUT PROCEDURES

017823 OPERATION AND MAINTENANCE DATA

017839 PROJECT RECORD DOCUMENTS

DIVISION 03 - CONCRETE

034100 PRECAST STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

042200 CONCRETE UNIT MASONRY

044313.16 ADHERED STONE MASONRY VENEER

DIVISION 05 - METALS

051200 STRUCTURAL STEEL FRAMING

053100 STEEL DECKING

054000 COLD-FORMED METAL FRAMING

055000 METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061323 HEAVY TIMBER FRAMING

061516 WOOD ROOF DECKING

061600 SHEATHING

061753 SHOP-FABRICATED WOOD TRUSSES

062013 EXTERIOR FINISH CARPENTRY

062023 INTERIOR FINISH CARPENTRY

064113 WOOD-VENEER-FACED ARCHITECTURAL CABINETS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

071900 WATER REPELLENTS

072100 THERMAL INSULATION

072500 WEATHER BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

074646 FIBER-CEMENT SIDING

076200 SHEET METAL FLASHING AND TRIM

079200 JOINT SEALANTS

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

081433 STILE AND RAIL WOOD DOORS

085313 VINYL WINDOWS

087100 DOOR HARDWARE

088000 GLAZING

DIVISION 09 - FINISHES

092216 NON-STRUCTURAL METAL FRAMING

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

092900 GYPSUM BOARD

099300 STAINING AND TRANSPARENT FINISHING

DIVISION 10 - SPECIALTIES

104416 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

122413 ROLLER WINDOW SHADES

123623.13 PLASTIC-LAMINATE-CLAD COUNTERTOPS

DIVISION 13 - SPECIAL CONSTRUCTION

135000 VAULT TOILET BUILDINGS

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONIG

231126 FACILITY LIQUEFIED-PETROLEUM GAS PIPING

DIVISION 26 - ELECTRICAL

260010 GENERAL TECHNICAL PROVISIONS

264313 SURGE PROTECTIVE DEVICE

END OF TABLE OF CONTENTS

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work under separate contracts.

4. Access to site.

5. Coordination with occupants.

6. Work restrictions.

7. Specification and drawing conventions.

8. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities" for limitations and procedures governing temporary use of government-owned facilities.

1.2 PROJECT INFORMATION

A. Project Identification: Cascade Peaks Information Station - Building Construction.

1. Project Location: Cascade Peaks Viewpoint, on Forest Road 99, approximately 10 miles west of Forest Road 25, Mount St. Helens National Volcanic Monument, Washington.

B. Contracting Officer: US Forest Service - Northwest Contracting Area.

1. Contracting Officer's Representative: US Forest Service - Region 6 Design Team, 333 SW First Ave, Portland, OR 97204; P.O. Box 3623, 97208; Ph: 503-808-2468.

C. Project Coordinator for Multiple Contracts: The Contracting Officer and Contracting Officer's Representative will serve as Project coordinators.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. The Information Station and Vault Toilet Buildings are to be delivered under a performance contract specified here-in via a basis-of-design description, which provides for alternate solutions, construction systems and methods. All solutions must meet minimal structural, weatherproofing, insulation, and code requirements.

2. The basis-of-design describes two prefabricated structures, delivered, erected and assembled on-site using methods appropriate to the proposed building system(s). The

Work includes all walls, roof, ceilings, windows, doors, weatherproofing, interior finishes, casework, electrical and propane HVAC equipment and final electrical and plumbing connections. Work includes excavation required for the installation of the prefabricated Vault Toilet Building. This Work of this Contract is identified in the Drawings as work by the Building Contractor.

3. A separate contract will provide the slab-on-grade for the information station building utilities and other site development. The work included in the separate contract is described on the Drawings as work by the General Contractor and further described and available for review in a separate solicitation package.

4. Work scheduled under Alternate Bid Options forms a part of this Contract and is described in Section 012300 "Option Items." Refer to Option No. 3 for Building Contract responsibility work requirements.

B. Selection Criteria: Selection will be based on the criteria described in the solicitation documents and include but not limited to the following:

1. Proposed Costs.

2. Meeting program parameters specified or outlined in solicitation documents as "Basis of

Design."

3. Compliance with design intent including:

a. Buildings size and placement.

b. Arrangement and size of rooms in the Information Station.

c. Vault toilet layout and function.

d. Building structural system.

e. Building envelope and weather proofing systems.

f. Doors and windows selection and placement.

g. Material selections.

h. Aesthetic elements:

1) Roofing Materials

2) Exposed Trusses

3) Rock wainscot

C. Submittal Requirements: In order to adequately evaluate the offer each proposal shall include a detailed description of the proposed solution, including but not limited to the following:

1. The specific information called for in the Solicitation Package.

2. A preliminary project submittal in adequate detail to fully explain the proposal particularly where the proposal may vary from the “Basis of Design” documents.

3. The preliminary project submittal shall include but not be limited to:

a. Conceptual Drawings.

b. Written narrative.

c. Product literature and descriptions.

4. Format for the preliminary project submittal shall confirm to standard submittal requirements and the following portions of Section 013300 Submittal Procedures.

a. 1.03B, 1.05 A,F.1-F.3a-h,G.1, G.2, H.1-17,I,J

D. Type of Contract.

1. Project will be constructed under coordinated, concurrent multiple contracts. See Section 011200 "Multiple Contract Summary" for a description of work included under each of the multiple contracts and for the responsibilities of Project coordinator.

Contracts for this Project include the following:

a. This (Building) Contract.

b. Site (General) Contract.

1.4 WORK UNDER SEPARATE 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 or other contracts.

Coordinate the Work of this Contract with work performed under separate contracts.

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. Site work and associated construction including clearing, grading, paving, landscaping, and construction of concrete slab-on-grade for information station building. Pre-fabrication of buildings will occur concurrent with work under the Site Contract.

Erection/assembly will occur concurrent with the Site Contract once construction of concrete slab-on-grade is complete.

1.5 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Government's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, stormwater detention facilities, and playing fields) that require additional staging areas in order to limit compaction in the constructed area.

2. Driveways, Walkways and Entrances: Keep driveways and roadways serving premises clear and available to Government and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

C. The existing adjacent Crater House information station will be closed during construction or will be demolished under Alternate Bid Option 1 of this Contract. The station's parking lot area can be used for contractor staging and storage as required to facilitate those needs and demolition and restoration of building site as indicated in the Construction Documents.

1.6 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public ways and with other requirements of Contracting Officer.

B. Nonsmoking Building: Smoking is not permitted within 25 feet of entrances, operable windows, or outdoor-air intakes. Requirement shall apply to existing building if to remain on site as well as the new buildings constructed under this Contract.

1.7 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SECTION 011200 - MULTIPLE CONTRACT SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes a summary of each contract, including responsibilities for coordination and temporary facilities and controls.

B. Specific requirements for work of each contract are also indicated in individual Specification Sections and on Drawings.

C. Related Requirements:

1. Section 011000 "Summary" for the Work covered by the Contract Documents, restrictions on use of Project site, coordination with occupants, and work restrictions.

1.2 PROJECT COORDINATOR

A. Project coordinator shall be responsible for coordination between the General Construction Contract and Building Contract.

1.3 COORDINATION ACTIVITIES

A. Coordination activities of Project coordinator include, but are not limited to, the following:

1. Provide overall coordination of the Work.

2. Coordinate shared access to workspaces.

3. Coordinate product selections for compatibility.

4. Provide overall coordination of temporary facilities and controls.

5. Coordinate, schedule, and approve interruptions of permanent and temporary utilities, including those necessary to make connections for temporary services.

6. Coordinate construction and operations of the Work with work performed by each

Contract and separate contracts.

7. Prepare coordination drawings in collaboration with each contractor to coordinate work by more than one contract.

8. Coordinate sequencing and scheduling of the Work including a combined contractors' construction schedule for entire Project.

9. Coordinate sequence of activities to accommodate tests and inspections, and coordinate schedule of tests and inspections.

10. Coordinate completion of interrelated punch list items.

11. Coordinate preparation of Project record documents if information from more than one contractor is to be integrated with information from other contractors to form one combined record.

12. Collect record Specification Sections from contractors, collate Sections into numeric order, and submit complete set.

13. Coordinate preparation of operation and maintenance manuals if information from more than one contractor is to be integrated with information from other contractors to form one combined record.

1.4 GENERAL REQUIREMENTS OF CONTRACTS

A. Extent of Contract: Unless the Agreement contains a more specific description of the Work of each Contract, requirements indicated on Drawings and in Specification Sections determine which contract includes a specific element of Project.

1. Unless otherwise indicated, the work described in this Section for each contract shall be complete systems and assemblies, including products, components, accessories, and installation required by the Contract Documents.

2. Excavation for the Vault Toilet Buildings shall be a part of the Building Contract.

3. Trenches and other excavation for the work, other than that work described in Item 2 above, shall be the work of the General Construction Contract.

4. Blocking, backing panels, sleeves, and metal fabrication supports for the work of each contract shall be the work of each contract for its own work.

5. Equipment pads for the work of each contract shall be the work of the General

Construction Contract.

6. Painting for the work of each contract shall be the work of each contract for its own work.

7. Cutting and Patching: Provided under each contract for its own work.

8. Contractors' Startup Construction Schedule: Within five working days after startup horizontal bar-chart-type construction schedule submittal has been received from Project coordinator, submit a matching startup horizontal bar-chart schedule showing construction operations sequenced and coordinated with overall construction.

B. Substitutions: Each contractor shall cooperate with other contractors involved to coordinate approved substitutions with remainder of the work.

1. Project coordinator shall coordinate substitutions.

C. Temporary Facilities and Controls: In addition to specific responsibilities for temporary facilities and controls indicated in this Section and in Section 015000 "Temporary Facilities and Controls," each contractor is responsible for the following:

1. Installation, operation, maintenance, and removal of each temporary facility necessary for its own normal construction activity, and costs and use charges associated with each facility, except as otherwise provided for in this Section.

2. Plug-in electric power cords and extension cords, supplementary plug-in task lighting, and special lighting necessary exclusively for its own activities.

3. Its own field office, complete with necessary furniture, and communication service.

4. Its own storage and fabrication sheds.

5. Temporary enclosures for its own construction activities.

6. Staging and scaffolding for its own construction activities.

7. General hoisting facilities for its own construction activities, up to 2 tons.

8. Waste disposal facilities, including collection and legal disposal of its own hazardous, dangerous, unsanitary, or other harmful waste materials.

9. Progress cleaning of work areas affected by its operations on a daily basis.

10. Secure lockup of its own tools, materials, and equipment.

11. Construction aids and miscellaneous services and facilities necessary exclusively for its own construction activities.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011200

SECTION 012300

OPTION ITEMS

1. PART 1 - GENERAL

1.01 SUMMARY AND RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

B. Refer to the drawings for locations of the bid items applicable to this project.

1.02 DEFINITIONS

A. Option Item: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to the Base Bid amount if the Government decides to accept the alternate.

B. The Government is not obligated to award option items.

C. The cost for each option item is the net addition to the Base Bid Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

D. Contractor shall bid each item. Government will notify successful contractor which option item(s) it elects to accept after award of contract.

1.03 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the option into Project. Include as part of each option, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of option.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A Schedule of Alternates is included at the end of this Section.

Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

2. PART 2 - PRODUCTS (NOT USED)

3. PART 3 - EXECUTION

3.01 SCHEDULE OF ALTERNATES

A. Option No.1: Demolition of adjacent Crater House Information Station and restoration of impacted site area. Demolition includes complete structures, utilities, concrete slabs, foundations and related construction items. Restoration of affected site is included to provide gravel finished grade.

1. Responsibility: General Contract (G.C.)

B. Option No. 2: All concrete paving for picnic area northeast (back) side of Information Station Building including preparation, base course, compaction and associated construction.

1. Responsibility: General Contractor (G.C.)

C. Option No. 3: Interior casework for the Retail/Interpretive customer service area including counters, base cabinets, swinging access door and wall shelving; Roller Window Shades at rooms indicated, provided and installed.

1. Responsibility: Building Contract (B.C.)

END OF SECTION 012300

SECTION 012500

SUBSTITUTION PROCEDURES

1. PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01 60 00 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.03 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Contracting Officer that are not required in order to meet other Project requirements but may offer advantage to Contractor or Contracting Officer.

1.04 ACTION SUBMITTALS

A. Substitution Requests: Submit 1 electronic copy in .pdf format of each request for consideration. Identify product or fabrication or installation method to be replaced.

Include Specification Section number and title and Drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

h. Cost information, including a proposal of change, if any, in the Contract Sum.

i. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

2. If necessary, the Contracting Officer will request additional information or documentation for evaluation within 5 days of receipt of a request for substitution. The Contracting Officer will notify Contractor of acceptance or rejection of proposed substitution within 10 days of receipt of request, or 5 days of receipt of additional information or documentation, whichever is later.

1.05 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.06 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

2. PART 2 – PRODUCTS

2.01 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 10 days prior to time required for preparation and review of related submittals.

B. Conditions: The Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied.

1. Requested substitution is consistent with the Contract Documents and will produce indicated results.

2. Substitution request is fully documented and properly submitted.

3. Requested substitution will not adversely affect Contractor's construction schedule.

4. Requested substitution is compatible with other portions of the Work.

5. Requested substitution has been coordinated with other portions of the Work.

6. Requested substitution provides specified warranty.

C. Substitutions for Convenience: The Contracting Officer will consider Contractor's request for substitution when the following conditions are satisfied:

1. Requested substitution offers the Government a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities the Government must assume.

2. Requested substitution is consistent with the Contract Documents and will produce indicated results.

3. Substitution request is fully documented and properly submitted.

4. Requested substitution will not adversely affect Contractor's construction schedule.

5. Requested substitution is compatible with other portions of the Work.

6. Requested substitution has been coordinated with other portions of the Work.

7. Requested substitution provides specified warranty.

3. PART 3 – EXECUTION (NOT USED)

END OF SECTION 012500

SECTION 012900.10

SCHEDULE OF VALUES

1. PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Schedule of Values.

1. Related Requirements:

a. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.03 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the

Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.04 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of

Contractor's construction schedule.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values.

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Contract Name and Number.

c. Contractor's name and address.

d. Date of submittal.

2. Arrange the schedule of values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division.

b. Description of the Work.

c. Change Orders (numbers) that affect value.

d. Dollar value as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

C. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports.

1. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

2. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option.

3. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

2. PART 2 – PRODUCTS (NOT USED)

END OF SECTION 012900.10

SECTION 013100

PROJECT MANAGEMENT AND COORDINATION

1. PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on

Project including, but not limited to, the following:

1. General coordination procedures.

2. Requests for Information (RFIs).

3. Project meetings.

B. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.03 DEFINITIONS

A. RFI: Request from Contracting Officer or Contractor seeking information required by or clarifications of the Contract Documents.

1.04 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the

Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Pre-installation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work.

1.05 REQUESTS FOR INFORMATION (RFIS)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI.

1. Coordinate and submit RFIs in a prompt manner so as to avoid delays in

Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Contract Name and Number

2. Date.

3. Name of Contractor.

4. RFI number, numbered sequentially.

5. RFI subject.

6. Specification Section number and title and related paragraphs, as appropriate.

7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

11. Attachments: Include sketches, descriptions, measurements, photos, Product

Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Attachments shall be electronic files in Adobe Acrobat PDF format.

C. Contracting Officer’s Action: The Contracting Officer will review each RFI, determine action required, and respond.

1.06 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Contracting Officer of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

3. Minutes: Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions. Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned.

B. Pre-installation Conferences: Conduct a pre-installation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting.

2. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

C. Project Closeout Conference: Conduct the conference to review requirements and responsibilities related to Project closeout.

1. Attendees: Contracting Officer, Contractor and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of record documents.

b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.

c. Submittal of written warranties.

d. Requirements for preparing operations and maintenance data.

e. Requirements for demonstration and training.

f. Preparation of Contractor's punch list.

D. Progress Meetings: Conduct progress meetings at regular intervals.

1. Attendees: In addition to representatives of Contractor and Contracting Officer, any other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

3. Contractor's Construction Schedule: Review progress since the last meeting.

a. Review present and future needs of each entity present, including the following:

i. Interface requirements.

ii. Sequence of operations.

iii. Status of submittals.

iv. Deliveries.

v. Off-site fabrication.

vi. Access.

vii. Site utilization.

viii. Temporary facilities and controls.

ix. Progress cleaning.

x. Quality and work standards.

xi. Status of correction of deficient items.

xii. Field observations.

xiii. Status of RFIs.

xiv. Status of proposal requests.

xv. Pending changes.

xvi. Status of Change Orders.

xvii. Pending claims and disputes.

xviii. Documentation of information for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.

5. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized.

Issue revised schedule concurrently with the report of each meeting.

2. PART 2 – PRODUCTS (NOT USED)

3. PART 3 – EXECUTION (NOT USED)

END OF SECTION 013100

SECTION 013200

CONSTRUCTION PROGRESS DOCUMENTATION

1. PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.

2. Contractor's construction schedule.

3. Construction schedule updating reports.

4. Daily construction reports.

5. Material location reports.

6. Site condition reports.

7. Special reports.

B. Related Requirements:

1. Section 013300 "Submittal Procedures" for submitting schedules and reports.

2. Section 014000 "Quality Requirements" for submitting a schedule of tests and inspections.

1.03 INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in PDF electronic format:

B. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

C. Construction Schedule Updating Reports: Submit with Applications for Payment.

D. Site Condition Reports: Submit at time of discovery of differing conditions.

E. Special Reports: Submit at time of unusual event.

2. PART 2 – PRODUCTS

2.01 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Treat each separate area as a separate numbered activity for each main element of the Work.

C. Substantial Completion: Indicate completion in advance of date established for

Substantial Completion, and allow time for Contracting Officer’s administrative procedures necessary for certification of Substantial Completion.

1. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

2. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

3. Phasing: Arrange list of activities on schedule by phase.

4. Work Stages: Indicate important stages of construction for each major portion of the Work:

5. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.

b. Temporary enclosure and space conditioning.

c. Permanent space enclosure.

d.…

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