3. SOW - SPECS-OPTION 2-PINEVIEW.pdf

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

GENERAL SPECIFICATIONS

PINEVIEW RESERVOIR RECREATION COMPLEX RECONSTRUCTION

BID OPTION 2 - NEW POINT PROJECT

1.1 SCOPE OF CONTRACT

A. This project includes all labor, materials and equipment to construct the New Point Day Use Area at Pineview Reservoir near Huntsville, UT. The site is owned by the Ogden Ranger District of the Uinta Wasatch, Cache National Forest.

B. The work includes:

1. Removal and disposal of existing structures and site furnishings.

2. Obliterating, scarifying, and regrading existing site.

3. Construction of storm drainage improvements: culverts, flared end sections, trash racks, treatment devices, and drainage channels.

4. Construction of rock rip rap slope protection.

5. Construction of precast concrete vault comfort stations.

6. Construction of a new parking lot area.

7. Construction of sidewalks, trails, and beach access.

8. Construction of lookout platform area.

9. Construction of trash enclosure.

10. Construction of pavilions (i.e. shade structures) with picnic and utility tables.

C. Items to be salvaged:

1. Not Applicable

D. Optional work that may be awarded includes:

1. Not Applicable

1.2 PROJECT LOCATION

A. The work will be conducted near Eden, Utah at an existing Forest Service owned site on the Ogden Ranger District. Located 1.4 miles north from the junction of Utah State Route 39 and Utah State Route 158, the site address is 376 N. Hwy 158, Eden, Utah 84310.

1.3 GOVERNMENT FURNISHED EQUIPMENT

A. Kiosk and Interpretive Sign Panels and Posts.

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

1.4 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. The site will be CLOSED during construction; however, Highway 158 will remain open to traffic except as required to construct the improvements for the highway.

The Contractor will be responsible for signing and limiting access to materials and construction areas for the public.

2. Use of Site: Verify locations for materials storage and construction with Contracting Officer’s Representative (COR). Do not disturb portions of site beyond areas in which the COR specifies.

3. There is currently no electrical service available for use at the site. Any power generation onsite will be the responsibility of the Contractor to provide.

4. Utilities are not available at the site for construction purposes.

5. Excess earthwork will need to be coordinated with COR and Geotechnical Engineer and can potentially be used at other USFS sites.

6. The Contractor may provide temporary toilet facilities (porta-potty) at the site during all construction work. Alternately, there are vault toilets at various USFS day use areas around Pineview Reservoir.

7. Construction Hours – Hours of operation for the construction, demolition, excavation and subsequent cleanup shall be only between the hours between 7:00 a.m. and 7:00 p.m. any day of the week.

8. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brush guard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

a. TEMPORARY ACCESS

i. Parking: Use designated areas for construction personnel or as approved by the COR. All other parking is prohibited.

b. WASTE MANAGEMENT AND DISPOSAL

i. Waste Management Plan: Submit 2 copies of plan within 14 days of date established for the Notice to Proceed.

ii. The Contractor shall provide and maintain appropriate waste disposal containers or bins at the project site for the duration of the project construction. Verify with Contracting Officer’s Representative for placement of disposal containers and bins on the project site.

iii. Waste material and debris shall be picked up and deposited in the waste disposal bins on a daily basis. Containers must be emptied on a weekly basis unless more frequent emptying is needed.

Construction materials and debris shall not be allowed to become airborne or migrate into adjacent properties.

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

iv. Burning or burying of construction waste material on site will not be permitted. Material shall be disposed of in accordance with the Waste Material Disposal specification.

c. TRAFFIC CONTROL AND CONSTRUCTION SIGNING

i. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the COR, and Weber County. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

d. WORK CAMPS, STAGING AND STORAGE AREAS

i. Areas for staging operations and storage of materials shall be approved by the COR. The Contractor must request in writing for approval from the COR to stage trailers (work) on site.

ii. No overnight camping will be allowed on site.

iii. The contractor shall acknowledge they have taken the necessary steps to determine the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

e. SPECIFICATION AND DRAWING CONVENTIONS

i. Specifications shall be adhered to in the following hierarchy:

1. Project Specific Specifications

2. USFS General Conditions and Specifications

3. Weber County Specifications

ii. 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.

iii. 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.

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

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

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

v. 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.

2. Abbreviations: Materials and products are identified by abbreviations and scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

f. QUALITY ASSURANCE/ QUALITY CONTROL

i. The Contractor shall perform QA/QC testing at the minimum frequencies using methods described in Section 014100.

ii. Contractor Responsibilities: Contractor will coordinate with testing firm to perform testing and inspection services.

iii. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

iv. Any changes or deviations from the approved construction plans and specifications must be approved prior to commencing work on the change.

g. PERMITS & INSPECTIONS

i. The Owner has submitted to United States Army Corps of Engineers (USACE) for permitting below USACE’s jurisdictional high-water mark, Elevation 4902.00

(NGVD29).

ii. It is the Contractor’s responsibility, at their expense, to maintain Erosion Control for the Well Site related to construction activities throughout construction.

iii. The Contractor is responsible to arrange for inspections and coordinate with the governing authorities. Contractor must submit copies of daily inspection/ construction reports to the Owner.

iv. The Contractor shall perform construction materials testing at the minimum frequencies using methods described in the Project Manual.

h. CONSTRUCTION STAKING

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

i. General: Contractor to engage a professional land surveyor to lay out the work using accepted surveying practices, Section 010250.

1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project.

2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

3. Check the location, level and plumb, of every major element as the Work progresses.

4. Notify Construction Manager when deviations from required lines and levels exceed allowable tolerances.

i. CONTRACTING OFFICERS REPRESETATIVE

i. Specifications may mention “Engineer”, “Architect”, “Landscape Architect”, “Owner’s Representative”, “Contracting Agent” or another term to represent an Owner’s Representative. These references have been updated in the specifications including UDOT specifications. If there are any references to these terms remaining in specifications or drawings, these Owner’s Representative terms refer to the project Contracting Officer Representative (CO or COR) and all correspondence should be routed through the COR.

j. START DATE

i. MAY 2025 (depending on weather and site conditions)

k. CONTRACT TIME

i. Base Bid: 365 Calendar Days

l. SPECIFICATIONS

The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to or are included in payment for other pay items in this contract. These items are considered incidental, and no additional compensation will be made:

SECTION 010250 – CONSTRUCTION STAKING

SECTION 011250 - MEASUREMENT AND PAYMENT

SECTION 011900 - MOBILIZATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-6

SECTION 014100 - QUALITY CONTROL

SECTION 014200 – ABBREVIATIONS AND REFERENCE STANDARDS

SECTION 015100 - TEMPORARY TRAFFIC CONTROL

SECTION 015300 – PROTECTION OF EXISTING FACILITIES

SECTION 015600 – PROJECT ENVIRONMENTAL CONTROLS

SECTION 015639 – TEMPORARY TREE PROTECTION

SECTION 016000 – MATERIALS AND EQUIPMENT

SECTION 016100 – PRODUCT REQUIREMENTS

SECTION 016600 – EQUIPMENT TESTING AND STARTUP

SECTION 017700 – CLOSEOUT PROCEDURES

SECTION 017823 – OPERATION AND MAINTENANCE

SECTION 017839 – PROJECT RECORD DOCUMENTS

SECTION 023701 - SEDIMENT AND EROSION CONTROL MEASURES

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024102 - REMOVAL AND DISPOSAL OF STRUCTURES AND

OBSTRUCTIONS

SECTION 024114 – PAVEMENT REMOVAL

SECTION 031100 - CONCRETE FORMING

SECTION 032000 - CONCRETE REINFORCING

SECTION 033004 - CONCRETE

SECTION 033005 - CONCRETE TESTING

SECTION 033010 - CONCRETE PLACEMENT

SECTION 033020 - CONCRETE FROM PACKAGED DRY MIX FOR MINOR

STRUCTURES

SECTION 033500 – CONCRETE FINISHING

SECTION 033900 – CONCRETE CURING

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-7

SECTION 034000 – PRECAST CONCRETE

SECTION 036100 – CEMENTITIOUS GROUTING

SECTION 040516 – MASONRY MOTAR AND GROUT

SECTION 050523 – BOLTS, NUTS AND ACCESSORIES

SECTION 051200 – STRUCTURAL STEEL FRAMING

SECTION 055600 – METAL CASTINGS

SECTION 071900 – WATER REPELLANT

SECTION 074113.13 – FORMED METAL ROOF PANELS

SECTION 079211 – SEALANTS, CAULKING, AND BELOW GRADE

WATERPROOFING

SECTION 099100 - PAINTING

SECTION 099600 – HIGH-PERFORMANCE COATINGS

SECTION 099623 – GRAFFITI RESISTANT COATING

SECTION 101400 – USFS SIGNS

SECTION 101415 - SITE IDENTIFICATION SIGN (HDPE)

SECTION 129400 – SITE FURNISHINGS

SECTION 129704 – PAY STATION

SECTION 133402 - PRECAST CONCRETE VAULT RESTROOM BUILDING

SECTION 136000 - PRE-MANUFACTURED SHELTER

SECTION 133700 – TRASH ENCLOSURE

SECTION 310513 – COMMON FILL

SECTION 310519 – GEOTEXTILES

SECTION 310521 – GEOGRIDS AND GEOCOMPOSITES

SECTION 311000 - CLEARING AND GRUBBING

SECTION 312000 - EARTHWORK

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-8

SECTION 312010 - SELECT BORROW

SECTION 312100 - PROJECT SITE PREPARATION AND GRADING

SECTION 312316- EXCAVATION

SECTION 312317 – ROCK REMOVAL

SECTION 312319 - DEWATERING

SECTION 312323 – BACKFILLING FOR STRUCTURES

SECTION 312326 - COMPACTION

SECTION 313700 – RIPRAP OR ROCK LINING

SECTION 314100 – SHORING

SECTION 320113.50 – FOG SEAL

SECTION 320116.71 – COLD MILLING BITUMINOUS PAVEMENT

SECTION 320117 – SEALING CRACKS IN BITUMINOUS PAVING

SECTION 320119 – PATCHING RIGID PAVING

SECTION 320126 – GRINDING PAVEMENT

SECTION 320131 – PAVEMENT SMOOTHNESS

SECTION 320193 – PRUNING TREES

SECTION 320510 – BACKFILLING ROADWAYS

SECTION 321123 – AGGREGATE BASE COURSES

SECTION 321203 – ASPHALT BINDERS

SECTION 321205 – BITUMINOUS CONCRETE

SECTION 321213.13 – TACK COAT

SECTION 321213.19 – PRIME COAT

SECTION 321216.13 – PLANT-MIX BITUMINOUS PAVING

SECTION 321540 – CRUSHED STONE SURFACING

SECTION 321723 – PAVEMENT MARKINGS

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-9

SECTION 322205 - BARRIER ROCKS

SECTION 322620 - CONCRETE CURB STOP

SECTION 321313 – CONCRETE PAVING

SECTION 321373 – CONCRETE PAVING JOINT SEALANTS

SECTION 321613 – DRIVEWAY, SIDEWALK, CURB, GUTTER

SECTION 323118.05 – POST AND ROPE FENCE

SECTION 329119 – TOPSOIL

SECTION 329221 – SEEDING OF NATIVE PLANTS

SECTION 329800 – VEGETATION ESTABLISHMENT PERIOD

SECTION 330502 – CONCRETE PIPE AND CULVERT

SECTION 330514 – UTILITY GRADE ADJUSTMENT

SECTION 330520 – BACKFILLING TRENCHES

SECTION 330525 – PAVEMENT RESTORATION

SECTION 334100 – DRAINAGE SYSTEMS

END OF SECTION C

May 2024

CONSTRUCTION STAKING 010250-1

USDA FOREST SERVICE, R4

PINEVIEW RESERVOIR RECREATION COMPLEX RECONSTRUCTION-PHASE 2

NEW POINT PROJECT

SECTION 010250 – CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section consists of the construction staking of roads, parking lot, paths, trails, culverts, storm drain treatment, rock rip rap slope protection, site furnishings, fences, buildings, and utilities in accordance with the Drawings and Specifications. The work includes the furnishing of all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the construction staking in accordance with these specifications and acceptable engineering practice.

1.2 QUALITY CONTROL

A. Construction staking shall be accomplished under the direction of the Contracting Officer Representative (COR) or Land Surveyor closely associated and familiar with construction staking; periodic visits to the project site are required.

1.3 MEASUREMENT AND PAYMENT

A. Measurement shall be lump sum for surveying and staking the project through all phases of construction.

PART 2 - PRODUCTS

2.1 GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

A. The Government will provide the contractor with a set of survey control sheets showing horizontal and vertical control for site to be staked. The Government will provide the Contractor with layout information that will include:

1. Control Points - Northing, Easting, Existing Elevations.

2. Roads and Parking Areas - Northing, Easting, and Finish Elevations for centerline and edge of roads and parking areas.

3. Sidewalk – Northing, Easting, and Finish Elevations for back of sidewalk.

4. Curb and Curb and Gutter – Northing, Easting, and Finish Elevations for top back of curb.

5. Swales and Drainage Channels – Northing, Easting, and Finish Elevations for flowline.

6. Pathways and Trailways - Northing, Easting, and Finish Elevations for centerline.

7. Buildings and Other Structures - Northing, Easting, and Finish Elevations for corners of buildings, other structures (manholes, fencing, etc).

CONSTRUCTION STAKING 010250-2

8. Utility Lines - Northing, Easting, and Existing Ground Elevations for centerline of utilities (Water Line, Sewer Line, Electrical Lines).

2.2 STAKES

A. Identification stakes and hubs shall be of sufficient length and width to provide and solid set in the ground and to provide space for marking above ground when applicable. Other dimensions and materials may be used, such as steel reinforcing bars, wire flagging and markers, and metal pins, if approved in writing by the Contracting Officer (CO). The top 2 inches of all slope, guard, reference, clearing, and structure stakes shall be painted or marked with plastic flagging. Colors used on stakes or for flagging shall be as follows:

1. Road and parking lots -Orange

2. Waterlines, utilities, and culverts -Blue

3. Fences, sidewalk, curb, curb and gutter, drainage swales, and trails -Red

4. Buildings, excavation and grading, other structures -Yellow

5. Pavilions and concrete pads -Blue/White Striped

2.3 SURVEY NOTE PAPER AND BOOKS

A. Paper for survey notes shall be moisture-resistant paper. Notes shall be contained in books with covers that will protect the contents and retain the pages in numerical sequence during field use. Field notebooks or note paper shall be furnished by the contractor.

PART 3 - EXECUTION

3.1 GENERAL

A. The Contractor shall be required to provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings to establish the location of all facilities to be constructed under this contract.

The Contractor may choose any method of establishing horizontal and vertical controls provided the following minimum precision and accuracy requirements are met.

B. Accuracy requirements:

1. Minimum position close; 1/1000

2. Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)

3. Cross section and slope stake precision:

a. Allowable deviation of cross section line projection from a true perpendicular to tangents, a true bisector of angle points, or a true radius of curves: +/-3 degrees.

b. Cross section topography measurements shall be taken so that variations in ground form a straight line connecting the cross section points will not exceed: 1.0 ft.

CONSTRUCTION STAKING 010250-3

c. Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits. In feet or percentage of horizontal distance measured form centerline or reference stake, whichever is greater. Slope reference stakes and slope stakes: 0.15 ft or 0.6%. Clearing limits: 1.0 ft.

3.2 ESTABLISHING AND REFERENCING IMPROVEMENT LOCATIONS

A. Access Roads and Parking lots:

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, typical road section templates, as shown on the drawings and the information provided with staking points.

2. Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25-foot intervals around curves having a radius less than 100 feet.

B. Host Sites, Pavilions, and Concrete Pads

1. Slope stakes shall be established at the corners of host sites, pavilions, and concrete.

Slope stakes shall be written to reference the finish grade of the unit or pad being staked.

C. Sidewalks, Curb, Curb and Gutter, Fences, Drainage Swales, Paths and Trails

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, and typical path and trail section templates as shown on the drawings.

2. Slope stakes shall be set at 10-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points.

D. Culverts

1. Slope stakes and slope reference stakes shall be set at all culvert locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, whichever is greater. The following shall be recorded on these stakes:

a. The actual field measured length

b. The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

E. Waterline, Sewer line, & other Utilities

1. Waterline, Sewer line, & other Utilities shall be staked at the locations shown on the drawings with the specified minimum burial depth. Waterline and sewer line

CONSTRUCTION STAKING 010250-4

elevations shall be accurately staked to provide for drainage as indicated on the drawings. Grade stakes shall be established as necessary to provide the control for the construction work.

F. Buildings

1. Slope stakes and slope stake references shall be established at each corner and as necessary to provide adequate construction control.

3.3 DISCREPANCIES

A. The contractor shall compare the staked centerline horizontal and vertical alignment with the design data. Differences between previously recorded and observed elevations of benchmarks shall be referred to the Contracting Officer. Differences in centerline profile elevations exceeding 1 foot at any two or more consecutive points shall be reported to the contracting Officer for evaluation and possible revision. Staking of these areas shall be deferred until the Contacting Officer resolves these differences.

3.4 VERTICAL CONTROL

A. Vertical control for construction shall be as referenced on the Drawings.

3.5 MARKING STAKES

A. All stakes shall be legibly marked, in the format agreed upon with the Contracting Officer, with a stake pencil that leaves an imprinted or with waterproof ink. Marking shall conform to the nomenclature below:

PI Point of Intersection of tangents PC Point of curvature POC Point on curve Pt Point of tangency POT Point on tangent RP Reference point P P-line (preliminary location line) L L-line (final location line) BM Benchmark TBM Temporary benchmark BT Begin taper (any) ET End taper (any) C Cut F Fill L Centerline D Ditch W Width

CONSTRUCTION STAKING 010250-5

3.6 SURVEY NOTES

A. All survey data shall be neatly recorded in survey books. All survey notes shall become the property of the Forest Service. Errors shall be deleted by lining out. Date, crew names and positions, instrumentation, and weather shall be recorded in the notes at the beginning of each day’s work. The party chief shall sign or initial each page of the notes immediately after the last entry for each day’s work.

B. Electronically recorded survey notes shall be consecutively numbered and headed to identify the contents. The notes shall be supported and accompanied by a bound book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey was performed, and survey data or sketched that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day Book immediately after the last entry for each day’s work.

END OF SECTION 010250

May 2024

MEASUREMENT AND PAYMENT 011250-1

PINEVIEW RESERVOIR RECREATION COMPLEX RECONSTRUCTION-PHASE 2

NEW POINT PROJECT

SECTION 011250 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

C. Unit prices and lump sum payments shall be considered full compensation for all direct and indirect costs, overhead, profit, insurance, bonds, taxes, fees, permits and for furnishing all materials, labor, equipment, tools and doing all work as shown on the project drawings, defined in the specifications and as stipulated herein. Bid prices shall include all protective and remedial measures to bring work into compliance with the

PROJECT MANUAL.

D. DETERMINATION OF QUANTITIES

E. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

MEASUREMENT AND PAYMENT 011250-2

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

F. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.2 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

MEASUREMENT AND PAYMENT 011250-3

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

1.3 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011250

December 2023

MOBILIZATION 011900-1

PINEVIEW RESERVOIR RECREATION COMPLEX RECONSTRUCTION-PHASE 2

NEW POINT PROJECT

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

1.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

PINEVIEW RESERVOIR RECREATION COMPLEX RECONSTRUCTION-PHASE 2

NEW POINT PROJECT

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

SUBMITTAL PROCEDURES 013300-2

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

SUBMITTAL PROCEDURES 013300-3

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either

SUBMITTAL PROCEDURES 013300-4

during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.

Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

SUBMITTAL PROCEDURES 013300-5

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive

– additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section

Section Title Subsection Required Submittal

C General Specifications 1.7A Traffic Control Plan 010250 Construction Staking 3.6 A Survey Notes 013300 Submittal Procedures 2.1D Construction Schedule

014100 Quality Control 1.3 A Contractor quality control plan

014100 Quality Control 1.3 B Permits, Licenses, and

Certificates 014100 Quality Control 1.3 C Test and inspection reports 014100 Quality Control 1.3 D As-Built drawings

017700 Closeout Procedures 1.2A Product data for cleaning agents

017700 Closeout Procedures 1.2B Contractor’s List of Incomplete Items

017700 Closeout Procedures 1.2C Certified List of

Incomplete Items 017700 Closeout Procedures 1.3A Certificates of Release 017700 Closeout Procedures 1.3B Certificate of Insurance 017700 Closeout Procedures 1.3C Field Report

017700 Closeout Procedures 1.4A Schedule of Maintenance

Material Items

017823 Operation and Maintenance Data 1.2 Operations and

Maintenance Manual 017839 Project Record Drawings 1.2A Record Drawings 017839 Project Record Drawings 1.2B Record Specifications 017839 Project Record Drawings 1.2C Record Product Data

023701 Sediment & Erosion Control

Measures 1.2A

Sediment & Erosion Control Plan

023701 Sediment & Erosion Control

Measures 1.3A

State of Utah Construction Stormwater Permit

031100 Concrete Forming 1.4A Shop Drawings 031100 Concrete Forming 1.4B Form Release Agent 032000 Concrete Reinforcing 1.3A Manufacturer’s Certificate 032000 Concrete Reinforcing 1.3B Welder’s Certificate

SUBMITTAL PROCEDURES 013300-6

Section

Section Title Subsection Required Submittal

032000 Concrete Reinforcing 1.3C Shop Drawings 033004 Concrete 1.3A Quality Insurance 033004 Concrete 1.3B Mix Design 033004 Concrete 1.3C Pre-approved Mix Design

033004 Concrete 1.3D Before Changing Mix

Design 033005 Concrete Testing 1.3A Concrete Supplier 033005 Concrete Testing 1.3B Laboratory 033015 Concrete for Minor Structures 1.3A Batch Delivery Ticket 033015 Concrete for Minor Structures 1.3B Record of Placed Concrete 033015 Concrete for Minor Structures 1.3C Bonding Compound

033500 Concrete Finishing 1.3A Chemical Analysis and

Rate of Application 033900 Concrete Curing 1.3A Curing Agent Data Sheet 033900 Concrete Curing 1.3B Curing Plan 033900 Concrete Curing 1.3C Manufacturer Certificates

033900

Concrete Curing

1.3D

Manufacturer’s Recommended Installation

Procedures 036100 Cementitious Grouting 1.3A Grout Mix Components

036100 Cementitious Grouting 1.3B Manufacturer’s Data for

Latex Bonding Agent 040516 Masonry Mortar and Grout 1.3A Certification of Material 040516 Masonry Mortar and Grout 1.3B Design Mix 051200 Structural Steel Framing 1.3A Mill Certified Test Report 051200 Structural Steel Framing 1.3B Certification of Welders 055600 Metal Castings 1.3A Shop Drawings

055600

Metal Castings

1.3B

Manufacturer’s Affidavit Certify Materials Comply with Part 2 Requirements

071900 Water Repellant 1.3A Installation Procedures

071900 Water Repellant 1.3B Performance Criteria Data

Sheet

074113.13 Formed Metal Roof Panels 1.3A Product Data

074113.13 Formed Metal Roof Panels 1.3B Shop Drawings

074113.13 Formed Metal Roof Panels 1.3C Samples

074113.13 Formed Metal Roof Panels 1.4A Product Test Report

074113.13 Formed Metal Roof Panels 1.4B Warranties

074113.13 Formed Metal Roof Panels 1.5A Maintenance Data

079211 Sealants, Caulking, and Below

Grade Waterproofing 1.4A Samples

079211 Sealants, Caulking, and Below

Grade Waterproofing 1.4B

Manufacturer’s Technical Literature, Specifications, SUBMITTAL PROCEDURES 013300-7

Section

Section Title Subsection Required Submittal

Warranty and Installation Instructions

099100 Paint 1.4A Color and Finish Selection

Samples 099600 High-Performance Coatings 1.3A Product Data

099600 High-Performance Coatings 1.3B Color and Finish Selection

Samples 099623 Graffiti Resistant Coatings 1.3A Installation Procedures

099623 Graffiti Resistant Coatings 1.3B Performance Criteria Data

Sheet 101400 Signs 1.2A Sign List Submittal 101415 Site Identification Sign (HDPE) 1.3A Sample Sign Mock-Up 129400 Site Furnishings 1.2A Product Data 129400 Site Furnishing 1.2B Color Samples

133402 Precast Concrete Vault Restroom

Building 1.2A Manufacturer’s Literature

133402 Precast Concrete Vault Restroom

Building 1.2B Shop Drawings

133402 Precast Concrete Vault Restroom

Building 1.2C Design Calculations

133402 Precast Concrete Vault Restroom

Building 1.2D

Concrete Delivery Certificates

136000 Pre-Manufactured Shelter 1.2A Shop Drawings 133700 Trash Enclosure 1.2A Product Data 133700 Trash Enclosure 1.2B Verification Samples 133700 Trash Enclosure 1.2C Shop Drawings 133700 Trash Enclosure 1.2D Certificates 133700 Trash Enclosure 1.2E Warranty Documents

310513 Common Fill 1.3A, B, C, and D Product Information

310519 Geotextiles 1.4A Sample of Geotextile and Manufacturer’s Certificate

310521 Geogrids and Geocomposites 1.4A Product Information and

Sample 310521 Geogrids and Geocomposites 1.4B Daily Reports

312000 Earthwork 1.3A Aggregates and Backfill

Source 312000 Earthwork 1.3A Sieve Analysis 312000 Earthwork 1.3B Product Data

312317 Rock Removal 1.4A Proposed Methods of

Excavation

312317 Rock Removal 1.4B Photographs of Existing

Site Conditions and

SUBMITTAL PROCEDURES 013300-8

Section

Section Title Subsection Required Submittal

Facilities in Vicinity of Work

312319 Dewatering 1.2A Dewatering Plan for

Applicable Excavations

312323

Backfilling of Structures

1.4A

Maximum Laboratory Dry Density and Optimum Moisture Content for

Subgrade Material and Each Type of Fill to be

Used

312413.05 Embankment Borrow and

Backfill 1.5A

Product Information as Listed in Specification

312413.05

Embankment Borrow and Backfill

1.5B

Requests, for Review, to Use UTBC Instead of

Granular Borrow

312413.05 Embankment Borrow and

Backfill 1.5C

Engineering Proposals for Alternate Materials

312413.05

Embankment Borrow and

Backfill

1.5D

Proposals, for Review, to Place an Initial Layer of Granular Material as a

Working Platform

313700 Riprap or Rock Lining 1.3A Product Data

314100 Shoring 1.5A Protective System Plan

When Requested

320113.50 Fog Seal 1.2A Product Data

320113.50 Fog Seal 1.2B

Traffic Control and Notification Plan

320113.50 Fog Seal 1.2C

Construction Equipment

List

320116.71 Cold Milling Bituminous

Pavement 1.3A Traffic Control Plan

320116.71 Cold Milling Bituminous

Pavement 1.3B Arborist’s Certification

320116.71 Cold Milling Bituminous

Pavement 1.3C

Pre-Milling Profilographs for Full Width Mills

320116.71

Cold Milling Bituminous Pavement

1.3D

Redline Drawings Showing Discovered

Existing Utilities

320117 Sealing Cracks in Bituminous

Paving 1.3A Product Data

SUBMITTAL PROCEDURES 013300-9

Section

Section Title Subsection Required Submittal

320119 Patching Rigid Paving 1.3A Joint Filler Board Data

Sheet

320119 Patching Rigid Paving 1.3B Joint Sealer Data Sheet

320119 Patching Rigid Paving 1.3C Bond Breaker Data Sheet

320119 Patching Rigid Paving 1.3D Traffic Control Plan

320119 Patching Rigid Paving 1.3E Concrete Mix Design

320126 Grinding Pavement 1.2A Traffic Control Plan

320131 Pavement Smoothness 1.4A Traffic Control Plan

320131

Pavement Smoothness

1.4B

Certifications for Profilographs, Profilers, and Operators

320131 Pavement Smoothness 1.4C Summary Report for Smoothness Profile

Testing

320193 Pruning Trees 1.3A Tree Protection Plan

320193

Pruning Trees

1.3B

If Requested, Submit a Copy of Arborist’s ISA

Certificate and Registration Number

320513

Backfilling Roadways

1.3A

Density and Optimum Moisture Content for

Subgrade Material and Each Type of Fill to be

Used

320513 Backfilling Roadways 1.3B Aggregate Batch Delivery

Tickets

321123 Aggregate Base Courses 1.4A Mix Design

321123 Aggregate Base Courses 1.4B At Delivery – Batch

Delivery Tickets

321203 Asphalt Binder 1.3A Bill of Lading for Each

Shipment

321204.05

Untreated Base Course

1.3A

Written Report for Approval of Each

Aggregate Class and Source

SUBMITTAL PROCEDURES 013300-10

Section

Section Title Subsection Required Submittal

321204.05 Untreated Base Course 1.3B

Job-mix Gradation

Changes

321205 Bituminous Concrete 1.4A Mix Design

321205 Bituminous Concrete 1.4B Independent Laboratory

Information

321213.13 Tack Coat 1.2A

Certificate of Compliance with Specification

321213.13

Tack Coat

1.2B Identify Asphalt Material Recommended by Fabric

Manufacturer

321213.19 Prime Coat 1.2A

Certificate of Compliance with Specification

321216.13

Plant-Mix Bituminous Paving

Information Listed in Specification 48 hours before Delivery

321216.13 Plant-Mix Bituminous Paving 1.4B

Specification at Deliver

3212…