EagleCanyon_Final_TechnicalSpecifications 8-8-17.pdf

Final

Technical Specifications for North Fork Battle Creek

Eagle Canyon Fish Passage Improvement Lower and Upper Barrier Sites

Prepared for

California Department of Fish and Wildlife Agreement Number: D1499019

February 2017

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Final

Technical Specifications for North Fork Battle Creek Eagle Canyon Fish Passage Improvement Lower and Upper Barrier Sites

The Technical Specifications noted below are complete and have been prepared by or under the direction of the following Registered Persons.

TECHNICAL PECIFICATIONS SECTIONS:

01 11 00 01 14 10 01 20 00 01 35 20 01 35 30 01 51 00

01 55 00 01 55 20 01 56 10 01 60 00 01 71 20 01 78 30

02 41 00 03 20 00 03 30 00 31 02 10 31 05 16 31 15 00

51 00 00 51 00 10 52 00 00

2/28/17

REGISTERED CIVIL ENGINEER

MICHAEL LOVE, LICENSE NUMBER C71681

2/28/17

REGISTERED CIVIL ENGINEER

P. TRAVIS JAMES, LICENSE NUMBER C76663

North Fork Battle Creek Eagle Canyon Fish Passage Improvement Exhibit T – Technical Specifications

Table of Contents 00 01 10 - 1

EXHIBIT T – TECHNICAL SPECIFICTIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 Definitions and Abbreviations 01 11 00 Summary of Work 01 14 10 Use of Site 01 20 00 Measurement and Payment 01 33 00 Submittals 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 51 00 Temporary Utilities 01 51 16 Fire Protection and Prevention 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 57 30 Water Pollution and Erosion Control 01 57 50 Tree and Plant Protection 01 57 66 Environmental Protection of Species and Habitats 01 57 67 Temporary Preservation Fence 01 60 00 Product Requirements 01 71 20 Surveying 01 78 30 Project Record Documents

DIVISION 03 - CONCRETE

03 20 00 Concrete Reinforcement and Anchorage 03 30 00 Cast-In-Place Concrete

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 10 Clear Water Diversions 31 03 33 Dewatering 31 05 16 Channel Construction 31 11 00 Clearing and Grubbing 31 15 00 Canyon Stabilization for Construction Safety 31 23 90 Disposal of Materials

DIVISION 32 - EXTERIOR IMPROVEMENTS

31 92 20 Revegetation

North Fork Battle Creek

Exhibit T – Technical Specifications

Table of Contents 00 01 10 - 2

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Streamflow Records and Climatic Conditions

DIVISION 52 - DRAWINGS

51 00 00 Drawings

END OF CONTENTS

Summary of Work 01 01 00 - 1

North Fork Battle Creek

Exhibit T – Technical Specifications

SECTION 01 01 00

DEFINITIONS AND ABBREVIATIONS

PART 1 GENERAL

1.1 SUMMARY

A. This Specification presents the definitions and abbreviations used for these Technical

Specifications. Some definitions or abbreviations may have been omitted. Please contact the COR for any required clarification.

1.2 DEFINITIONS

A. Work: The effort required by the Contractor to complete the terms of this Contract.

1.3 ABBREVIATIONS

A. The following abbreviations apply to specifications Divisions 1 through 31:

1. CDFW: California Department of Fish and Wildlife

2. CE: Construction Engineer.

3. CO: Contract Owner.

4. COR: Contract Owner’s Representative

5. ECDD: Eagle Canyon Diversion Dam

6. FERC: Federal Energy Regulatory Commission.

7. FPE: Fish Passage Engineer

8. JHA: Job Hazards Analysis

9. LBS: Lower Barrier Site

10. LO: Land Owner

11. NBCFDD: North Battle Creek Feeder Diversion Dam.

12. PG&E: Pacific Gas and Electric Company.

13. RSN: Required Submittal Number

14. UBS: Upper Barrier Site

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 01 00 - 2

North Fork Battle Creek

END OF SECTION

01 11 00 - 1

North Fork Battle Creek

SECTION 01 11 00

SUMMARY OF WORK

1.1 MEASUREMENT AND PAYMENT

A. Cost:

1. Refer to Section 01 20 00 Measurement and Payment.

1.1 LOCATION

A. Work is located at two different sites within Eagle Canyon, North Fork Battle Creek, California. The Lower Barrier Site is located approximately 700 feet downstream of the Eagle Canyon Diversion Dam. The Upper Barrier Site is located approximately 800 feet upstream of the Eagle Canyon Diversion Dam, which is approximately 3 miles west of Manton, California, in Tehama County. The Lower Barrier Site is located on the county line separating Tehama and Shasta County. The Upper Barrier Site is located in Shasta County next to the county line. Access to the Upper Barrier Site may be from land within Tehama County.

1.2 PRINCIPAL COMPONENTS OF WORK

A. Lower Barrier Site:

1. Site Preparation

a. Vegetation removal during winter

b. Mobilization

c. Develop access and Contractor Use Areas

d. Site stabilization

e. Install temporary facilities for clear water diversion and dewatering

2. Earthwork:

a. Demolition and excavation of earth and rock materials

3. Site Withdrawal

a. Demobilization

b. Remove temporary facilities

c. Restoration

B. Upper Barrier Site:

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North Fork Battle Creek

1. Site Preparation

a. Vegetation removal during winter

b. Mobilization

c. Develop access and Contractor Use Areas

d. Site stabilization

e. Install temporary facilities for clear water diversion and dewatering.

2. Earthwork:

a. Demolition and excavation of earth and rock materials.

b. Construction of new channel from existing boulders and boulder fragments.

3. Concrete:

a. Construction of in-channel weirs

4. Site Withdrawal

a. Demobilization

b. Remove temporary facilities

c. Restoration

1.3 SUMMARY OF WORK

A. Lower Barrier Site:

1. The objective of the Work is to remove existing boulders from the channel to create a larger, in-channel pool and to remove rock, including potentially bedrock, to create two rock chutes to improve fish passage conditions. The largest boulders to be removed are tens of feet in diameter and will need to be fragmented to remove them.

Breaking boulders will be completed by approved methods.

Removing boulders from Eagle Canyon will be executed from the Eagle Canyon Rim; large equipment (e.g. excavator) will be difficult to deliver to the work area and likely infeasible. It may be feasible to deliver smaller equipment (e.g. mini excavator) to the channel.

B. Upper Barrier Site:

1. The objective of the Work is to remove boulders and reconfigure the channel using existing boulders to improve fish passage conditions. The largest existing boulders are tens of feet in diameter and will need to be fragmented to move them.

Fragmenting boulders will be completed by approved methods. A selection of the existing boulders or boulder fragments will be used to reconstruct the channel. The Fish Passage Engineer will work closely with the Contractor to determine which boulders should be used for reconstruction. It is likely that the contractor will need to move existing boulders (or boulder fragments) from their current position and

01 11 00 - 3

North Fork Battle Creek stockpile them until the channel reconstruction phase. It will be critical that no boulder is removed or modified without agreement among the Fish Passage Engineer and the Contractor. Whenever possible to meet the design intent, using an existing boulder in-situ will be preferred over moving a boulder (fragment) and then returning it to reconstruct the channel. Some in-situ boulders may require modification to achieve the design intent.

Included in the Contract Drawings is a Conceptual Design Drawing detailing a finished grade based on the information available during design. This conceptual design is for reference purposes. The existing conditions below the visible surface are unknown and so deviations from the conceptual design should be expected.

Reconstructing the channel will require planning and field adjustments, requiring open communication between the Fish Passage Engineer and the Contractor to achieve project success. The constructed boulder and bedrock hydraulic control structures must meet the design elevations as defined in the Contract Drawings, per the allowed tolerances. Placement of each boulder may require several attempts to meet design elevations. It will be necessary for the Contractor to select a construction approach that provides flexibility for this Work.

Boulders and boulder fragments removed from the Upper Barrier Site and not used to reconstruct the channel shall be removed from the site.

In addition to the channel reconstruction, two concrete weirs will be installed as shown on the Drawings. The intent of this structure is to deflect low flows.

1.4 SPECIFICATIONS REQUIREMENTS

A. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

B. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.

1.5 DEFINITIONS

1.6 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 31:

1. CDFW: California Department of Fish and Wildlife

2. CE: Construction Engineer.

3. CO: Contract Owner.

4. COR: Contract Owner’s Representative

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North Fork Battle Creek

5. ECDD: Eagle Canyon Diversion Dam

6. FERC: Federal Energy Regulatory Commission.

7. FPE: Fish Passage Engineer

8. JHA: Job Hazards Analysis

9. LBS: Lower Barrier Site

10. LO: Land Owner

11. NBCFDD: North Battle Creek Feeder Diversion Dam.

12. PG&E: Pacific Gas and Electric Company.

13. UBS: Upper Barrier Site

Use of Site 01 14 10 - 1

North Fork Battle Creek

SECTION 01 14 10

USE OF SITE

1.2 REFERENCE STANDARDS

A. Current Caltrans’ Storm Water Quality Handbook

1.3 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Site Use Plan

1. Show location and extent of impact of anticipated site use. Uses include but are not limited to the following:

a. Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

b. Parking areas, temporary roads, and access trails.

c. Areas for processing, storing, and disposing of waste materials from construction operations.

d. Utilities including air, power, and water lines; fire suppression; and compressor station.

e. First-aid facilities.

f. Temporary fences.

2. Describe construction access option selected for both sites, see Contract

Drawings. If the Contractor selects to apply another method, please describe the method in detail and provide support drawings.

3. Describe methods to protect environmentally sensitive species, see Section 01 57 66, Environmental Protection of Species and Habitats.

4. Describe Clearing and Grubbing methods and stockpiling methods and provide maps of where activities will occur, see Section 31 11 00 Clearing and Grubbing.

5. Describe methods to preserve, protect, and repair if damaged, trees, shrubs, grass, and other landscape features on or adjacent to jobsite, which are not to be removed and which do not interfere with the Work. Include methods to mark

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North Fork Battle Creek

Work area limits, protect disturbed areas, and prevent erosion.

6. Describe methods to be used to prevent introduction of noxious weeds and invasive species.

7. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near the jobsite.

8. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating the site after completion of construction activities.

9. Submit revised drawings of changes in use of land made during design and erection stages or after use of land is in operation.

C. RSN 01 14 10-2, Video recording of pre-project conditions.

D. RSN 01 14 10-3, 10 copies of keys for gate locks.

E. RSN 01 14 10-4, Access Infrastructure Shop Drawings.

1. If the Contractor selects to construct access infrastructure, then the Contractor must submit Shop Drawings of the proposed infrastructure for approval by the COR and PG&E if the proposed infrastructure is adjacent to their existing facilities.

1.4 PROJECT CONDITIONS

A. Location, construction, operation, maintenance, and removal of construction facilities will be subject to approval of the COR.

B. Construction limits are three feet from edge of excavation or backfill unless otherwise indicated on drawings or approved by COR.

C. Approximate limits and location of Contractor Use Areas are shown on the drawings.

The Contractor will stake these limits and adjust them to minimize environmental impacts. COR must approve the limits prior to utilizing the Contractor Use Areas.

D. Install environmental protective measures as specified.

E. Location, construction, operation, maintenance, and removal of construction facilities will be subject to approval of COR.

F. When private land is used for construction facilities or other construction purposes, that has not already been approved through CO and LO negotiations, make necessary arrangements associated with use of private land.

1. Obtain written agreement with landowners before start of construction.

a. Describe existing condition of private land use areas.

b. Detail agreed-to repairs or improvements following end of construction.

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North Fork Battle Creek

c. Submit a signed written agreement to COR.

2. Upon completion of construction,

a. Make agreed-to repairs or improvements as detailed in written agreement.

b. Provide written LO release from agreement to COR

G. Do not interfere with work of other contractors, PG&E, or landowners.

H. Provide temporary fences and cattle guards as required to protect livestock from injury and prevent livestock from entering worksites, roads, and use areas.

I. Existing access roads may be used in accordance with Section 01 55 00 - Vehicular

Access and Parking.

J. Housing for construction personnel will not be permitted, except housing for guards or watchmen as may be approved by COR.

K. During working hours, prevent access by unauthorized personnel. Control access by either of following methods:

1. Keep gates closed and locked at all times except when immediately entering or exiting worksites.

2. When gates are open to facilitate operations, provide a security watchman at each open gate to control access and prevent access by unauthorized personnel.

L. Before leaving worksites at end of workday, ensure that access points are securely locked.

M. Provide and install suitable heavy-duty locks and other materials required to lock existing gates.

1. Locks and methods of attaching locks to existing gates will be subject to approval by COR.

3.1 ACCESS

A. For access to the South Rim, follow PG&E’s access protocol. Contact PG&E for protocol:

PG&E Manton Service Center, Attn: Kelly Lindblom, 31295 Manton Road, 01 14 10 - 4

North Fork Battle Creek

P.O. Box 409, Manton, CA 96059.

B. The Contractor may elect to improve access. All access infrastructure must be removed at the end of construction.

C. All temporary access infrastructure adjacent to PG&E existing infrastructure must be reviewed and approved by PG&E and the COR.

D. PG&E has stated that they would prefer that any temporary infrastructure apply minimal loads on their facility.

3.2 RECORDS

A. Make preconstruction video of pre-project conditions including surface conditions of roads that will be used during construction for haul routes, disposal areas, parking areas, and other uses and staging areas, access points, and access trails.

a. DVD format with a minimum 720 pixel resolution.

b. Label:

i. Contract number and title.

ii. Contractor’s name.

iii. Date recording is made.

iv. Preface video with this information.

c. COR will be present during recording. Notify COR at least 3 days prior to recording.

3.3 CLEANING

A. Construction Equipment:

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in Caltrans’ Storm water Quality Handbooks, NS-8.

3. The COR will inspect construction equipment before allowing the equipment onsite.

3.4 RESTORATION

A. After completion of work, regrade and scarify land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are

01 14 10 - 5

North Fork Battle Creek in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

B. Seed disturbed areas used for construction purposes and not required for completed installation in accordance with Section 32 92 20 - Revegetation.

C. Perform final grading, restoration and other conditions for areas used for disposal of excess excavated materials in accordance with Section 31 23 90 - Disposal of Excavated Materials.

D. Restore Contractor use areas to pre-construction condition.

Measurement and Payment 01 20 00-1

North Fork Battle Creek

SECTION 01 20 00

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. This Specification Section presents measurement and payment details.

1.2 SUBMITTALS

B. RSN 01 20 00-1, Schedule of Values:

1. Within ten Days from issuance of Notice of Award and prior to the Contractor beginning construction activities, the Contractor must submit a Schedule of Values.

2. Within the Schedule of Values, the Contractor must identify the different components (e.g. labor, equipment) to be used to complete the Work so the CO understands the component costs for each of the Bid Schedule line items. The approved Schedule of Values will be the basis for developing progress payments.

3. The sum of the components for each Bid Item must match the Bid Schedule line item total cost as submitted by the Contractor. The Bid Items descriptions are presented below.

4. Contractor’s overhead, profit, insurance, cost of bonds (except to the extent expressly identified in a Bid Item) and/or other financing, as well as “general conditions costs,” shall be prorated through all activities so that the sum of all the Schedule of Values line items equals Contractor’s total Contract Sum, less any allowances designated by CO. Scheduling, record documents and quality assurance control shall be separate line items.

5. The CO will review the component costs to ensure that the dollar amounts of the Schedule of Values are, in fact, fair market cost allocations. Upon favorable review by the CO, the CO will accept the Schedule of Values for use. The CO shall be the sole judge of fair market cost allocations.

6. The CO will reject any attempt to increase the cost of early activities, i.e., “front loading,” resulting in a complete reallocation of moneys until such “front loading” is corrected. Repeated attempts at “front loading” may result in suspension or termination of the Work for default, or refusal to process progress

01 20 00-2

North Fork Battle Creek payments until such time as the Schedule of Values is acceptable to the CO.

1.3 DEFINITIONS

A. Unit Price Work

1. The CO will verify the quantities of work to be paid for any item for which a unit price is fixed in the Contract. The foregoing shall also apply to Bid Items for which the unit of measurement is designated as “Each”.

2. Unless otherwise provided, determination of the number of units of work so completed will be based, so far as practicable, on the actual measurement or count made by the CO of the work satisfactorily completed within the prescribed limits.

B. Lump Sum Work:

1. When the estimated quantity for specific portions of work is not indicated on the

Bid Schedule and unit is designated as lump sum, payment will be on a lump sum basis in accordance with the approved Schedule of Values, for work satisfactorily completed.

C. Allowance Items are individually set aside, fixed dollar amounts available for selected items of work and/or materials that may be performed and/or procured only when and as directed in writing by the CO, and shall be limited to items of work properly inferable from the description of the allowance.

1. The dollar amount given in the Bid Schedule for each allowance item shall be the amount of funds set aside for each allowance. Said amounts shall be included in Contractor’s Total Bid on the Schedule of Bid Prices.

1.4 PROGRESS ESTIMATES AND PAYMENTS

A. See the General Conditions for special provisions related to progress payments and payment schedule.

1.5 DESCRIPTION OF BID SCHEDULE LINE ITEMS

A. Any work not specifically mentioned/described in the following bid items will be paid under Bid Item 2.

B. Item 1 – Mobilizations and Demobilizations

Measurement for this item will be on a Lump Sum basis. Payment shall correspond to percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item covers all Contractor costs and effort associated with mobilizing

01 20 00-3

North Fork Battle Creek equipment, materials, and labor to the project site as well as demobilization from the project site. This item includes, but are not limited to, bonds, insurance, contracting and administrative and permitting costs, submittals (unless specifically included in another Item), equipment mobilization/demobilization to the work areas, temporary facilities and utilities, punch list items, repairs of damaged property, site cleanup, record documents, and project maintenance and warranty.

This Item also covers all Contractor costs and effort associated with providing traffic control as described in these Specifications, the Plans, and Contractor obtained encroachment permit. Items covered by this include, but are not limited to, labor, materials, equipment, and other expenses for complete traffic control throughout the length of the project including times when the Contractor is not working on site.

Included are notifications, road closures and detours, flaggers as necessary, and all other materials and equipment needed to temporarily control traffic throughout the project.

C. Item 2 – SWPPP/Environmental Requirements percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item covers the development of a Storm Pollution Prevention Plan (SWPPP); water quality testing; Spill Prevention, Control, and Countermeasure (SPCC) Plan; Erosion Sediment Control Plan (ESCP); installation of Best Management Practices (BMPs) erosion control measures, and to obtain additional permits as presented in these Specifications. This Item also covers the costs for Contractor and Subcontractor staff to attend environmental training. This Item also covers the installation, maintenance and removal of environmental controls (e.g. tree/vegetation preservation fencing, erosion control, exclusionary fencing, fire tools and dust control measures).

D. Item 3 – Clear & Grub Measurement for this item will be on a Lump Sum basis. This Item includes removal and disposal of existing vegetation as specified in these Specifications, Drawings and Permits.

E. Item 4 – Canyon Stabilization for Construction Safety

Measurement for this item will be on a Lump Sum basis. This item includes canyon rock fall mitigation for construction safety for both sites as specified in Section 31 15 00. This Item does not include the removal of rock material generated by site stabilization activities.

F. Item 5 - Lower Barrier Site Access and Preparations percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for developing access to the Lower Barrier Site (LBS) and preparation of Contractor Use Areas as presented in these Specifications, Drawings, and per the Permit requirements.

01 20 00-4

North Fork Battle Creek

G. Item 6 – Lower Barrier Site Clear Water Diversion and Dewatering percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for installing, maintaining, and removing clear water diversion and dewatering facilities for the LBS. This item also includes removal and relocation of aquatic organisms by a qualified fisheries biologist.

H. Item 7 – Lower Barrier Site Rock Demolition, Removal, and Channel Modifications

Measurement for this item will be on a Ton basis. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for in-channel rock demolition, rock removal, and channel modifications for the LBS. This Item does not include the work associated with site stabilization. This Item does include the removal of any rock generated by the site stabilization as approved by the COR. The measurement will be based on a mutually agreed upon method defined in the approved Schedule of Values and confirmed by the COR.

I. Item 8 – Lower Barrier Site Restoration percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for site stabilization, restoration and revegetation of the LBS as specified in these Specifications, Drawings, and per the Permit conditions.

J. Item 9 – Upper Barrier Site Access and Preparations percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for developing access to the Upper Barrier Site (UBS) and preparation of Contractor Use Areas as presented in these Specifications, Drawings, and per the Permit requirements. This Item also includes the work associated with stabilizing the UBS, as specified in Section 31 15 00 of these Specifications. This Item does not include the removal of rock material generated by site stabilization activities.

K. Item 10 – Upper Barrier Site Clear Water Diversion and Dewatering percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for installing, maintaining, and removing clear water diversion and dewatering facilities for the UBS. This item also includes removal and relocation of aquatic organisms by a qualified fisheries biologist.

L. Item 11 – Upper Barrier Site Rock Demolition and Removal

Measurement for this item will be on a Ton basis. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for in-channel rock demolition, rock removal, and channel modifications for the UBS. This Item does not include the work

01 20 00-5

North Fork Battle Creek associated with site stabilization. This Item does include the removal of any rock generated by the site stabilization as approved by the COR. The measurement will be based on a mutually agreed upon method defined in the approved Schedule of Values and confirmed by the COR.

M. Item 12 – Upper Barrier Site Channel Construction

Measurement for this item will be by Force Account. The measurement will follow the Caltrans method for Force Account accounting as presented in the Caltrans Construction Manual current at the time when the Work is being executed. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for reconstructing the channel to finish grade at the UBS. This Item does not include the work associated with removal of rock from Eagle Canyon or modification of existing boulders and bedrock (these items are included under Item 9). This Item does include the placement of existing boulders to construct the finished channel.

N. Item 13 – Upper Barrier Site In-Channel Concrete Weir Construction percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for installation of the two UBS concrete weirs specified in these Specifications, Drawings, and per the Permit conditions.

O. Item 14 – Upper Barrier Site Restoration percent complete as confirmed by the COR as it relates to the approved Schedule of Values. This Item includes, but is not limited to, labor, materials, equipment, and other expenses for site stabilization, restoration and revegetation of the UBS as specified in these Specifications, Drawings, and per the Permit conditions.

PART 2 - PRODUCTS

PART 3 – EXECUTION

Submittals 01 33 00 - 1

North Fork Battle Creek

SECTION 01 33 00

SUBMITTALS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2005(2012) Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.3 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

1.4 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

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North Fork Battle Creek

2. Reserve 3- by 3-inch space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version 2012 or later.

3) Compile using “eTransmit” utility in AUTOCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Electronic files: On CD, DVD discs or through a secure file transfer protocol (or similar file transfer mechanism).

D. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a registered professional: Signed and sealed by a State of California registered professional.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe .pdf on CD or DVD discs.

1) Bookmark longer files to assist in navigating file.

2. Contents:

a. Parts identification lists, lists of special tools, and accessories.

01 33 00 - 3

North Fork Battle Creek

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

d. As-built drawings, photographs, and test records or reports if required by the specifications.

1.5 SUBMITTALS PROCEDURES

A. Submit only Contractor reviewed submittals. Submittals without evidence of

Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals

Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Submit number of sets specified in “No. of sets to be sent to:” columns in Table

01 33 00A - List of Submittals.

D. Include the following information in transmittal letters.

1. RSN for each attached submittal.

2. Responsible Code.

3. Number of sets for each RSN.

4. Identify submittal as initial or resubmittal. If a resubmittal, append a capital alpha character to the RSN beginning with “A” for the first resubmittal and “B” for the second, etc.

E. Resubmittal of submittals not approved or accepted.

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than one RSN may be submitted under a transmittal letter, provided the responsible code is the same.

1.6 REVIEW OF SUBMITTALS

A. Time Required:

1. The Responsible Code party will require 21 days for review of each

01 33 00 - 4

North Fork Battle Creek submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

3. It is the Contractor’s responsibility to ensure that the Responsible Code party has received the submittal.

4. More than 5 submittals submitted within one week shall be prioritized by the Contractor and additional time will be required for the review process. Seven days will be added to review time for each submittal submitted over the 5 submittal limit.

B. Time in Excess of Specified:

1. The CO may extend the contract completion date to allow additional time for completing work affected by excess review time.

a. The time extension will be to the extent that excess review time caused delay to the contract completion date.

b. The time extension will not exceed the time used in excess of the specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending the contract completion date.

2. No time extension will be allowed if the Contractor fails to make complete submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval/acceptance was required under the contract, and

b. Requests for approval/acceptance were properly and timely submitted and were approved/accepted.

C. Return of Submittals:

1. Return of submittals will be electronic or hard copy, as applicable.

2. One set of submittals required for action will be returned either approved, approved subject to identified changes, not approved, accepted, conditionally accepted, not accepted, or incomplete.

a. Revise and resubmit submittals not approved or not accepted.

b. Do not change designs without approval of the CO after drawings, documentation, and technical data have been approved.

1.7 TRANSMITTALS

01 33 00 - 5

North Fork Battle Creek

A. Transmittal of hard copies to addresses for codes listed in Table 01 33 00A - List of

Submittals:

1. CO or COR: ADDRESS <Update once CO or COR is known>

2. Pacific Gas and Electric (PG&E): Send one set to each of the PG&E addresses below:

a. PG&E Manton Service Center, Attn: Rob Bowers, 31295 Manton Road, P.O. Box 409, Manton, CA 96059.

1) Express Mail: 31295 Manton Road, Manton, CA 96059.

b. PG&E Battle Creek Restoration Project, Attn: Kevin Gilton, 10995 Gold Center Drive, Suite 100, Rancho Cordova CA 95670.

c. PG&E Manton Service Center, Attn: Kelly Lindblom, 31295 Manton Road, P.O. Box 409, Manton, CA 96059.

B. Send original transmittal letter with appropriate number of sets to office listed in

“Responsible Code” column in Table 01 33 00A – List of Submittals.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not the responsible code, but show “No. of sets to be sent to” in Table 01 33 00A – List of Submittals.

D. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office.

E. Submittals required by the specifications, but not listed in Table 01 33 00A - List of

Submittals:

1. Submit in accordance with this section.

2. Submit to CE, unless otherwise specified.

F. Facsimile transmissions of RSN’s are not acceptable, unless specifically stated herein.

01 33 00 - 6

North Fork Battle Creek

RSN Section Title Submittals Required

Due Date or Delivery Time

R-Code

No. of sets to be sent to:

COR PG&E

01 14 10-1 Use of Site Site Use Plan

To b e de te rm in ed b y

C O o nc e se le ct ed

COR

To b e de te rm in ed b y

C O o nc e se le

To b e de te rm in ed b y

C O o nc e se le

01 14 10-2 Use of Site

Video Recording of Pre-Project Conditions

COR

01 14 10-3 Use of Site Copy of gate lock keys COR

01 14 10-4 Use of Site

Access Infrastructure Shop Drawings

COR

01 20 00-1

Measurement & Payment

Schedule of Values COR

01 35 20-1

Safety and Health

Contractor Safety Program COR

01 35 30-1

Safety and Health

Safety Inspection Reports

COR

01 51 16-1

Fire Protection

Fire Protection and Prevention Plan

COR

01 55 20-1

Traffic Control

Traffic Control Plan COR

01 57 30-1

Water Pollution & Erosion Control

General Permit

- Notice of Intent

COR

01 57 30-2

Water Pollution & Erosion Control

General Permit -Qualifications and Certifications

COR

01 57 30-1

Water Pollution & Erosion Control

Storm Water Pollution Prevention Plan

COR

01 57 30-4

Water Pollution & Erosion Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

01 33 00 - 7

North Fork Battle Creek

01 57 30-5

Water Pollution & Erosion Control

Erosion and Sediment Control Plan

COR

01 57 30-6

Water Pollution & Erosion Control

Water Quality Monitoring COR

01 57 50-1

Tree and Plant Protection

Arborist Qualifications COR

01 71 20-1 Surveying Surveyor

Resume COR

01 71 20-2 Surveying Electronic Data

Files COR

01 78 30-1

Project Record Documents

Final As-Built Drawings COR

02 41 00-1 Demolition Demolition

Plan COR

02 41 00-2 Demolition Controlled

Blasting Plan COR

02 41 00-3 Demolition

Video Recording of Blasts

COR

02 41 00-4 Demolition

Vibration and Monitoring Reports

COR

02 41 00-5 Demolition Postblast

Reports COR

02 41 00-6 Demolition Blasting

Complaints COR

03 30 00-1

Cast-In-Place Concrete

Concrete Design and Strength Data

COR

03 30 00-2

Cast-In-Place Concrete

Concrete Supplier COR

31 03 10-1

Clear Water Diversions

Aquatic Biologist Qualifications

COR

31 03 10-2

Clear Water Diversions

Clear Water Diversion Plan COR

31 03 33-1 Dewatering Dewatering

Plan COR

01 33 00 - 8

North Fork Battle Creek

31 15 00-1

Canyon Stabilization for Construction Safety

Stabilization Plan COR

31 23 90-1

Disposal of Materials

Disposal Site Details COR

32 92 20-1 Revegetation Resume COR

32 92 20-2 Revegetation Seeding Plan COR

32 92 20-3 Revegetation Certifications COR

32 92 20-4 Revegetation

Mycorrhizal Inoculum Information and Certifications

COR

32 92 20-5 Revegetation

Fertilizer, Hydromulch and stabilizers, Mulch Neeting, and Anchors

Safety and Health 01 35 20 - 1

North Fork Battle Creek

SECTION 01 35 20

SAFETY AND HEALTH

1.2 REFERENCES STANDARDS

A. Occupational Safety and Health Administration (OSHA)

1. 29 CFR Part 1910 OSHA General Industry Standards

2. 29 CFR Part 1926 OSHA Construction Industry Regulations

3. Available online at: https://www.osha.gov/.

B. Applicable State Safety and Health Regulations – CAL/OSHA

1. California Code of Regulations (CCR) Title 8

2. Available online at: https://www.dir.ca.gov/title8/index/T8index.asp.

B. RSN 01 35 20-1, Contractor Safety Program:

1. Written Safety Program in accordance with CAL/OSHA.

2. Cover all aspects of on site and applicable off site operations and activities associated with this Contract.

3. Program must follow the format of the attached outline at a minimum, additional sections and subsections may be added if needed.

4. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per the attached outline, a narrative for each applicable item in the outline.

a. For items in the outline that do not apply to this contract write “Not Applicable to Contract” next to the number/letter.

5. A generic Company Safety Plan is not acceptable. The Safety Program must be site specific for this contract.

6. The Contractor’s Safety Program must be submitted and accepted by COR prior to commencing on site work.

http://www.osha.gov/ http://www.dir.ca.gov/title8/index/T8index.asp

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North Fork Battle Creek

1.4 SAFETY AND HEALTH

A. Do not allow Contractor employees (including subcontractors) or the Public to be exposed to, or work under, conditions which are unsanitary, physically hazardous, or a potential exposure danger to their health or safety during performance of the Contract.

B. Under no circumstances will onsite work, including mobilization, be permitted until the

Contractor Safety Program has been accepted by the COR.

C. Fully participate in a Contractor Safety Program review meeting, prior to mobilization. If applicable, include subcontractor management representatives.

D. The minimum work crew at any time on the construction site shall consist of no less than two people and shall be in accordance with other contractual obligations.

E. Develop Job Hazard Analysis (JHA) for each distinct phase of work under the contract.

1. Work shall not begin on the phase of work until a JHA is acceptable to COR and shared with all construction employees.

2. Activities involving hazardous materials shall have the appropriate Safety Data Sheet(s) attached to the JHA.

F. Contractor’s responsibility applies to all operations, including those of the Contractor’s Subcontractors.

G. When violations of safety and health requirements contained in these specifications or referenced standards are called to the Contractor’s attention by the CO or the COR, immediately correct the condition to which attention has been directed.

H. Either oral or written notice shall be deemed sufficient.

I. When the Contractor fails or refuses to promptly correct a compliance directive, the CO or the COR may issue an order to stop all or any part of the work.

1. When satisfactory corrective action is taken, an order to resume work will be issued by the COR.

2. The Contractor shall not be entitled to extension of time, nor to claim for damage or to additional compensation by reason of either the directive or the stop order.

3. Failure of the CO or the COR to order discontinuance of any or all of the Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property.

J. Maintain an accurate record of, and report to the COR in the manner prescribed by the

CO for all near misses, accidents or incidents, occupational diseases, traumatic injury, cases of death to Contractor employees (including subcontractors), or the Public, and any property damage occurring during the performance of work under this contract.

01 35 20 - 3

North Fork Battle Creek

3.1 FACILITIES

Provide sanitary facilities and first aid kit according to OSHA regulations.

01 35 20 - 4

North Fork Battle Creek

CONTRACTOR SAFETY PROGRAM OUTLINE

Below sections are too be discussed in detail as to how they relate to this Project specifically. If the Contractor feels that a section is not applicable to this Project, then provide written reasoning as to why the section is not applicable.

I. General Requirements

A. Statement of Safety and Health Responsibilities B. Statement of Compliance with Regulations, Standards, and Codes C. Statement of Subcontractor Compliance D. Safety Inspection Procedures E. Accident Investigation and Reporting Procedures F. Applicable Emergency Plans G. Confined Space Procedures H. Lockout/Tagout Procedures I. Rock Fall Protection Procedures J. Fire Protection Plans (Contractor can cross-reference Fire Protection and Prevention

Plan, once approved)

II. Medical

A. Facilities – identify nearest facilities.

B. Training – identify training specific personnel or job titles have and training programs to be put in place as part of this Project C. Certifications – identify training certifications for specific personnel or job titles.

D. Ambulance - Name, location, and telephone number E. Physical Qualification of Employees

III. Communications

A. Employee Training B. Safety Meetings C. Onsite Training D. Supervisor Training

IV. Occupational Health

A. Procedures and Equipment to Minimize Hazards B. Testing program for employees and work environments C. Qualified personnel D. Personal protective equipment E. Ventilation plans

V. Machinery and Mechanical Equipment

A. Procedures and Equipment to Minimize Hazards

1. Testing program for employees and work environments

2. Mobile and stationary equipment

B. Inspection Procedures C. Maintenance Procedures

01 35 20 - 5

North Fork Battle Creek

D. Operating Personnel E. Protective Safety Devices F. Elevators and Aerial Lifts

VI. Excavation and Demolition (May reference Demolition Plan, see Section 02 41 00)

A. Blasting

1. Blaster license

2. Storage

3. Transportation

4. Blast area security

5. Controlling radio transmissions (including phones)

6. Warning Systems

7. Misfire procedures

B. Excavations Other Than Tunnels and Shafts

1. Slide protections

2. Support systems

3. Inspections

4. Access

C. High Scaling

1. Definition

2. Personal protective equipment

3. Specific operating procedure

D. Haulage

1. Haul roads

2. Equipment and Procedures

VII. Working Surfaces

A. Access

1. Ladders

2. Platforms, stairways, and ramps

B. Personal Protective Equipment C. Scaffolding D. Safety Nets

VIII. Protection of the Public

A. Signs and Barricades B. Flagging Procedures C. Jurisdictional Approvals

IX. Electrical Facilities

A. Substations

X. Required Safety Program Coordination

1. Confined Space Program

2. Electrical and Lockout/Tagout Program

01 35 20 - 6

North Fork Battle Creek

This outline is provided as guidance in preparing a safety program and does not cover all material that may be necessary. The Contractor must review Specifications and all safety and health regulations to ensure a comprehensive plan.

Contractor’s Onsite Safety Personnel 01 35 30 - 1

North Fork Battle Creek

SECTION 01 35 30

CONTRACTOR’S ONSITE SAFETY PERSONNEL

1.2 SUBMITTALS

B. RSN 01 35 30-1, Resumes:

1. Contractor’s Onsite Safety Representative.

2. Safety Professional.

C. RSN 01 35 30-2, Safety Inspection Reports:

1. Include a list of noted deficiencies, their abatement dates, and follow-up action for all jobsite activities.

2. Base inspection report on findings of jobsite walk-through with COR.

1.3 QUALIFICATIONS

A. Contractor’s Onsite Safety Representative:

1. Competent person, can be supervisory employee, with appropriate level of safety related training and experience. Safety responsibility may be adjunct, collateral or ancillary to their duties. Their main job duties may be leadership, supervision, or management in a craft, trade, or technical specialty.

2. Has completed at a minimum an OSHA recognized 30 hour Construction Safety Training program and has a minimum of 3 years of experience on similar projects in size and complexity to this contract. Experience should show dealing with the day to day operations and functionality of equipment operations not just occasional safety inspection site visits.

B. Safety Professional:

1. Holds professional status in the safety field by virtue of education, training, certification and experience. Responsibility must be the prevention of harm to people, property, and the environment, rather than responsibility for responding to harmful events. Examples of appropriate qualifications are:

01 35 30 - 2

North Fork Battle Creek

a. Holds Safety certification from organizations accredited by the National Commission for Certifying Agencies (NCCA), the Council of Engineering and Scientific Specialty Boards (CESB), or a nationally recognized accrediting body which uses certification criteria equal to or greater than that of the NCCA or CESB.

b. Holds current certification as Certified Safety Professional (CSP), Associate Safety Professional (ASP), Occupational Health and Safety Technologist (OHST), Construction Health & Safety Technician (CHST) or equivalent with safety experience of a progressive nature on similar projects in size and complexity to this contract.

c. Holds a degree in Occupational Safety and Health: Major study – safety or occupational health related fields.

d. The effectiveness of the Contractor’s Safety Professional in the administering and implementation of the safety program will be subject to continued review and approval by the Contracting Officer.

1.4 APPLICATION

A. Designate the Contractor’s Onsite Safety Representative prior to start of construction, and employ a Safety Professional for part-time on the job.

1. Safety Professional requirements may be met by retaining appropriate level of services of an acceptable safety consultant.

B. Contractor’s Onsite Safety Representative authorities, duties, and responsibilities:

1. Responsible for day to day implementation of the Contractor’s Safety Program

2. Full authorization to correct unsafe acts on the spot.

3. Prepare safety inspection reports.

4. Onsite during any and all construction activities.

C. Safety Professional duties, and responsibilities:

1. Review and approve, by signature the Contractor’s Safety Program prior to submittal.

2. Visit the site on an as-needed basis, but at a minimum of once per week.

1.5 QUALITY ASSURANCE

A. Contractor’s Onsite Safety Representative:

1. The effectiveness of the Contractor’s Onsite Safety Representative in prosecuting the safety program will be subject to continued review and approval by the CO.

2. Should the Contractor’s safety effort be considered inadequate, the CO has the option to require the Contractor to employ a full-time qualified Safety Professional at no cost to the CO.

01 35 30 - 3

North Fork Battle Creek

B. Safety Program:

1. The effectiveness of the Contractor’s Safety Program will be subject to continued review and approval by the CO.

Temporary Utilities 01 51 00 - 1

North Fork Battle Creek

SECTION 01 51 00

TEMPORARY UTILITIES

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-12 National Electrical Safety Code (NESC)

1.3 TEMPORARY ELECTRICITY

A. Contractor is responsible for suppling temporary electric power to the work site.

Requests to PG&E to bring temporary power to the worksite shall be the responsibility of the Contractor.

B. Provide generators, transmission lines, distribution circuits, transformers, and other electrical equipment and facilities required for obtaining power and distributing power to points of use.

C. Comply with IEEE C2 clearances and spacing for temporary communications and supply lines.

D. Remove temporary equipment and facilities upon completion of Work.

1.4 TEMPORARY WATER

A. Provide water required for construction purposes.

B. Provide means of conveying water to points of use.

C. Water is not available from North Fork Battle Creek.

D. Water is not available from PG&E facilities.

E. Remove temporary equipment and facilities upon completion of work under this contract.

F. Use water which meets…