B08 IFB Atch 1 - Reach B_I-5_Window_Tech_Specs_FINAL_10_Dec_2020.pdf

List of Contract Volumes:

Volume 1: FINAL Specifications Volume 2: FINAL Improvement Plans

Volume 1: Natomas Basin - Reach B, I-5 Window Contract Specifications

Sacramento County, California

December 2020

U.S. Army Corps of Engineers, Sacramento District

December 2020

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American River Common Features (ARCF) Spec No. 2238 Natomas Basin - Reach B, I-5 Window FINAL SUBMITTAL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 73 05 SUPPLEMENTARY CONDITION REQUIREMENTS FOR REACH B - I-5

WINDOW

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 30 DEWATERING, DIVERSION AND CONTROL OF WATER

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 02 00 SUBSURFACE DATA

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00 CONCRETE REINFORCING

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

03 52 01 CONTROLLED LOW STRENGTH MATERIAL (CLSM)

DIVISION 05 - METALS

05 52 00 METAL RAILINGS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 09 14 AUTOMATED DATA ACQUISITION SYSTEM

31 11 00 CLEARING, GRUBBING, AND STRIPPING

31 23 00 BORROW SITE EXCAVATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 23 PAVEMENT MARKINGS

32 92 19 EROSION CONTROL SEEDING

DIVISION 33 - UTILITIES

33 40 02 STORM DRAINAGE; GRAVITY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Contract drawings for Volume 2

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DOCUMENT 00 01 15 Page 1

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DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

1.2.1 Contract drawings for Volume 2

Contract drawings for Volume 2 are as follows:

DRAWING NO. TITLE

G-001 Title Sheet and Location Map

G-002 Basin Map

G-003 Sheet Index

G-004 General Abbreviations

G-005 General Legend and Symbols

G-006 General Notes

G-007 Survey Control Map

V-101 Aerial Photo and Tree Removal STA 434+00 to 446+00

V-102 Aerial Photo and Tree Removal STA 446+00 to 458+00

V-103 Aerial Photo and Tree Removal STA 458+00 to 468+00 and Tree Inventory

CD101 Existing Topography and Demolition PLAN STA: 436+00 to 448+00

CD102 Existing Topography and Demolition PLAN STA: 448+00 to 460+00

CD103 Existing Topography and Demolition PLAN STA: 460+00 to 468+00

C-001 Levee Control Line Alignment Plan and Keymap

C-002 Construction Limit Plan

DOCUMENT 00 01 15 Page 2

DRAWING NO. TITLE

C-101 Levee Plan and Profile STA 436+00 to 448+50

C-102 Levee Plan and Profile STA 448+50 to 460+50

C-103 Levee Plan and Profile STA 460+50 to 468+00

C-301 Typical Levee Sections (1 of 2)

C-302 Typical Levee Sections (2 of 2)

C-401 Cross Sections 437+00 ti 439+00

C-402 Cross Sections 440+00 to 441+00

C-403 Cross Sections 441+50 to 442+50

C-404 Cross Sections 443+00 to 447+00

C-405 Cross Sections 448+00 to 453+00

C-406 Cross Sections 454+00 to 458+00

C-407 Cross Sections 459+50 to 465+00

C-501 Typical Details (1 of 2)

C-502 Typical Details (2 of 2)

C-503 Typical Access Control Gate Details (1 of 2)

C-504 Typical Access Control Gate Details (2 of 2)

C-505 Pedestrian Access Details

C-506 Drainage Details

C-507 Instrumentation Details

C-701 Temporary Public Access Plan

C-702 Garden Highway Levee Excavation Plan

C-703 North Bayou Rd/Garden Highway Grading Plan

C-704 North Bayou Rd/Garden Highway Point and Alignment Tables

C-705 North Bayou Rd/Garden Highway Profiles

C-706 Parking Lot Enlargement

C-707 Garden Highway Access Driveway Grading Plan

DOCUMENT 00 01 15 Page 3

DRAWING NO. TITLE

C-708 Garden Highway Access Driveway Profile, Point and Alignment Tables

C-709 Borrow Site Grading

CP001 Typical Cross Section Garden Highway

CP002 Typical Cross Section North Bayou Road

CP101 North Bayou Road Plan and Profile STA 58+00 to 69+50

CP102 Garden Highway Plan and Profile STA 440+00 to 446+85

CP103 Access Driveways Plan and Profile

CP201 Temporary Detour Road North Detour

CP202 Temporary Detour Road South Detour

CP203 North Detour "NDE" Line Profile

CP204 South Detour "SDE" Line Profile

CP205 Haul Route for Kaufman Borrow Site

CP301 Temporary Traffic Handling Plan Stage 1

CP302 Temporary Traffic Handling Plan Stage 2

CP303 Temporary Traffic Handling Plan Stage 3

CP304 Temporary Traffic Handling Plan Stage 4

CP305 Temporary Traffic Handling Plan Stage 5

CP306 Temporary Traffic Handling Plan Stage 6

CP401 Detour Plan Stage 2 and Stage 5

CP402 Detour Plan Stage 3 and Stage 4

CP501 Signing and Striping Garden Highway North Bayou Road

-- End of Document --

DOCUMENT 00 01 15 Page 4

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 05

SUPPLEMENTARY CONDITION REQUIREMENTS FOR REACH B - I-5 WINDOW

01/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SUPPLEMENTARY CONDITIONS REQUIREMENTS

1.3.1 SCR-1 Location of Work

1.3.2 SCR-2 Scope of Work

1.3.3 SCR-3 Allowable Time, Schedule Constraints and Time of

Completion

1.3.4 SCR-4 Site Conditions

1.3.5 SCR-5 Lands and Right-of-Way

1.3.6 SCR-6 Access by Government, and Other Jurisdictional Public

Agencies

1.3.7 SCR-7 Borrow Source

1.3.8 SCR-8 Contractor's Tools and Equipment

1.3.9 SCR-9 Locking Gates

1.3.10 SCR-10 Water Source for Construction Operations

1.3.11 SCR-11 Cleaning Up

1.3.12 SCR-12 Protection of Existing Improvements

1.3.13 SCR-13 Record Drawings

1.3.14 SCR-14 Flood Emergency

1.3.15 SCR-15 Permits and Approvals

1.3.16 SCR-16 Dust Control

1.3.17 SCR-17 Fire Control

1.3.18 SCR-18 Air Pollution Control

1.3.19 SCR-19 Noise Control

1.3.20 SCR-20 Allowable Work Hours

1.3.21 SCR-21 Cultural Resources

1.3.22 SCR-22 Protection of Existing Trees

1.3.23 SCR-23 Biological Resources

1.3.24 SCR-24 Raptor and Migratory Birds

1.3.25 SCR-25 Wetlands and Sensitive Habitats

1.3.26 SCR-26 U.S. Fish and Wildlife Service

1.3.27 SCR-27 Speed Limit

1.3.28 SCR-28 Reclamation District 1000 (RD1000) Coordination

1.3.29 SCR-29 Provision Regarding Maintaining Minimum Flood

Protection During Construction

1.3.30 SCR-30 Coordination with the Contracting Officer and Utilities

Relocation

1.3.31 SCR-31 Haul Routes

1.3.32 SCR-32 Resource Coordination

1.3.33 SCR-33 Flood Contingency Plan

1.3.34 SCR-34 Utility Provider Response Plan

1.3.35 SCR-35 Stop Work Authority

1.3.36 SCR-36 Floodway Construction Schedule

1.3.37 SCR-37 High Visibility Fencing, Habitat Preservation and

DOCUMENT 00 73 05 Page 1

Buffers

1.3.38 SCR-38 General Safety Requirements

1.3.39 SCR-39 Storm Water Pollution Prevention Plan

1.3.40 SCR-40 Encroachment Permit

1.3.41 SCR-41 Staging Areas

1.3.42 SCR-42 Recreation/Community Mitigation

1.3.43 SCR-43 County Streets

1.3.44 SCR-44 Storage Area

1.3.45 SCR-45 Project Signage

1.3.46 SCR-46 Traffic Control Plan

1.3.47 Garden Highway

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 73 05 Page 2

SECTION 00 73 05

SUPPLEMENTARY CONDITION REQUIREMENTS FOR REACH B - I-5 WINDOW

01/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

CONSOLIDATED EM 385-1-1 (2014) Safety and Health Requirements Manual

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation. The following must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals; G

Permits and Approvals; G

Construction emission/dust control plan; G

Permit, waiver or other documentation with the mapped haul routes from local jurisdictions to repair or compensate for damage; G

Flood Contingency Plan; G

Utility Provider Response Plan; G

Storm Water Pollution Prevention Plan; G

Encroachment Permit; G

Traffic Control Plan; G

1.3 SUPPLEMENTARY CONDITIONS REQUIREMENTS

1.3.1 SCR-1 Location of Work

The Natomas Basin is approximately 53,000 acres (82 square miles) and is situated northwest of downtown Sacramento. Reach B I-5 Window is located along the Garden Highway along the Sacramento River (at North Bayou Road) and is approximately 0.53 miles in length (STA 437+00 to STA 465+00).

1.3.2 SCR-2 Scope of Work

The work in this Contract includes levee remediations including adjacent

DOCUMENT 00 73 05 Page 3 levee with seepage berms, levee degrade and reconstruction, utility relocations, road reconstruction, and incidental related work. Refer to Section 01 11 00 for additional detail.

Access to the construction site will involve temporary partial and full lane closures on Garden Highway and North Bayou Road.

1.3.3 SCR-3 Allowable Time, Schedule Constraints and Time of Completion

The time of completion for this contract, which must include all segments of work to be completed in their entirety and in accordance with the project plans and these specifications, must be as outlined below and incorporated into the Contractor's schedule.

Contractor must not perform any work within the existing floodway (waterside of the existing levee) along Garden Highway, or any work on the levee or landside of the levee that may impact the integrity of the enbankment between November 1 and April 15.

TIME OF COMPLETION FOR REACH B I-5 WINDOW

Description of Work Date of Completion

A. Contracting Officer and Resident Engineer's Office Facility

Installed and ready for occupancy not later than five (5) calendar days prior to start of construction.

B. Traffic Control Plan Traffic Control Plan must be approved and traffic control measures installed prior to the start of construction activities.

This includes the plan for parking lot improvements and pedestrian access to the boat ramp and adjacent restaurant.

C. Copies of Permits Contractor to provide to Contracting Officer within 10 days of receipt

D. Flood contingency plan including Flood Evacuation Plan for the waterside staging area

Submit to Contracting Officer no later than 30 days prior to commencement of construction activities.

E. Complete adjacent levee (Final TOL), seepage berms, work on waterside of the levee, and roadway improvements

October 31

F. Complete erosion control seeding of all areas and security improvements

November 30

G. Complete demobilization and site clean-up of all areas

December 15

DOCUMENT 00 73 05 Page 4

Description of Work Date of Completion

H. Record Drawings Submit to Contracting Officer within 10 days after Government approval of working drawings

1.3.4 SCR-4 Site Conditions

The Contractor must satisfy himself or herself concerning the nature and location of the work; the general and local conditions, particularly those affecting transportation, disposal, handling and storage facilities;

availability of labor, water, power, communications, roads, climatic conditions and seasons; physical conditions at the job sites and Project areas as a whole; job-site topography and ground conditions; permits, equipment, the extent of demolition, and facilities needed preliminary to, and during, work prosecution; and all other matters which can in any way affect the work, including cost thereof. Failure of the Contractor to become acquainted with all available information regarding any applicable conditions will not relieve the Contractor from the responsibility for properly estimating either the difficulties or the costs of successfully performing the work.

1.3.5 SCR-5 Lands and Right-of-Way

The right-of-way for the construction work, as shown on the Plans, will be provided by the Sacramento Area Flood Control Agency. The Contractor is responsible for obtaining land rights and easements for areas to be used for the Contractor's own convenience outside the right of way shown and footprint limits on the Plans and will absorb complete liability for the use, and/or associated activities related to the use of such land.

If the contractor receives land rights and easements outside of the construction limits, these rights must be received in writing and must be forwarded to the Government for their records. Contractor must also receive release of liability of the Government for any damage to these addition areas in writing. The Contractor is responsible for all work and costs associated with obtaining land rights and easements.

Contractor must not stage or stockpile material within the limits of the CALTRANS right of way.

Compliance with environmental and cultural laws must be followed by the Contractor.

Contractor must obtain an encroachment permit for work within the County and the CALTRANS right of way.

1.3.6 SCR-6 Access by Government, and Other Jurisdictional Public Agencies

The Contractor must allow the following Agencies and Jurisdictional public agencies unrestricted access to the project site at all times:

United States Army Corps of Engineers

California Department of Water Resources

Reclamation District 1000

DOCUMENT 00 73 05 Page 5

Sacramento Area Flood Control Agency

County of Sacramento

Sacramento Area Sewer District

Central Valley Flood Protection Board

California State Department of Fish and Wildlife

CALTRANS

United States Fish and Wild Life Service

National Marine Fishery Service

All Visitors must comply with the safety requirement in the EM 385-1-1 and contractor safety plans. All Visitors must coordinate with the onsite Government representative prior to visiting the job site.

1.3.7 SCR-7 Borrow Source

Contractor is to use the existing stockpile located north of N Bayou Way, to the depth and limits indicated on the Plans for soil type 3 material.

Soil type 2 material will be obtained from the Kaufman borrow site as shown on the Plans. Soil type 1 material will be provided from project excavations. The Contractor must comply with protocols in Section 31 23 00 BORROW SITE EXCAVATION and paragraph 1.3.19, Noise Control, of Section 00 73 05, of these specifications.

1.3.8 SCR-8 Contractor's Tools and Equipment

The Contractor must furnish all equipment, materials, tools, supplies, and manufactured articles required for the completion of the work in accordance with the Contract. The Contractor must take the necessary precautions to secure tools and equipment from theft while on-site. The Government assumes no responsibility for lost, vandalized, or stolen equipment belonging to the Contractor, its subcontractors, or its employees.

1.3.9 SCR-9 Locking Gates

The Contractor must take care to protect and operate any existing gates that control access to the Project right-of-way, in conformance with the Government, RD1000, and the County of Sacramento requirements. These requirements include preventing passage through the gates of unauthorized persons and equipment during periods of Contractor use of the gates and locking the gates during non-construction periods, if so directed by the Contracting Officer.

1.3.10 SCR-10 Water Source for Construction Operations

Contractor is responsible for identifying, securing, and obtaining all water needed for the project for both potable uses and for construction purposes. Water must not be pumped from the Sacramento River.

Construction water should be reused onsite to the extent practical and disposed of in a manner consistent with the quality of the water after use.

Excess water must not be disposed of into any wetland, stream, river, or

DOCUMENT 00 73 05 Page 6 storm drainage without all applicable local and regulatory permitting.

Contractor must be responsible for disposal of all construction water.

1.3.11 SCR-11 Cleaning Up

The Contractor must dispose of all trash items in closed containers, which must be removed at least once per day. Vegetative wastes must be chipped and delivered to waste energy facilities, mulched, composted, or used for firewood and removed at least once per week.

1.3.12 SCR-12 Protection of Existing Improvements

Except as specified herein or as shown on the Plans, existing structures and utility lines must not be disturbed, damaged, or undermined by the Contractor, except where in the opinion of the Contracting Officer it is essential to relocate such improvements. If relocation of any facility is required, the Contractor must relocate the improvements to be at least equal in condition to the original. The Contractor must take all necessary precautions to prevent any damage to existing facilities. Should damage or injury occur as a result of the Contractor's operations, the Contractor must repair or replace such damaged facilities to the Contracting Officer's satisfaction at the Contractor's expense.

The Contractor must repair any damage to public and private streets resulting from the Contractor's operations, as directed by the Contracting Officer. Repair must be made per industry standards and conform to local jurisdictional requirements. Repairs must be made at no additional cost to the Government.

1.3.13 SCR-13 Record Drawings

The Contractor must maintain a neat and accurate marked set of working record drawings in accordance with the Specifications. The record drawings must be subject to the inspection of the Contracting Officer at all times and must be kept current weekly with all work instructions, change orders, and construction adjustments shown thereon and initiated by inspection.

The Contracting Officer reserves the right to withhold progress payments, or portions thereof, if record drawings are not maintained as stated above.

1.3.14 SCR-14 Flood Emergency

In the event of a flood emergency requiring action by the jurisdictional flood control agencies prior to completion of the work, the Contracting Officer must have the right to suspend the work. Such suspension includes the right of the Contracting Officer to take over the Project to conduct flood protection activities. The flood contingency plan will be developed based on the Sacramento Verona Gauge. Refer to SCR-34 FLOOD CONTINGENCY PLAN for requirements of plan.

1.3.15 SCR-15 Permits and Approvals

The Contracting Officer has obtained various permits, agreements, and rights for performance of the work. These permits may be described more fully in other SCRs and these specifications. The Contractor will be required to obtain additional permits or be a signatory on the Contracting Officer obtained permits as noted throughout the specifications. The Contractor must be responsible for complying with all conditions of the permits and agreements. Any delays to the Project resulting from the

DOCUMENT 00 73 05 Page 7

Contractor's failure to follow permit requirements will not be the responsibility of the Contracting Officer and the Contractor will not be granted any extension of time for such delays.

The Contractor is responsible for obtaining all environmental permits or use permits (including CALTRANS and County of Sacramento Encroachment Permits) required for easements to land being used for the Contractor's own convenience and for work within the State Right of Way. Any delays to the Project resulting from the lack of these additional permits or the Contractor's failure to follow permit requirements will not be the responsibility of the Contracting Officer and the Contractor will not be granted any extension of time or additional compensation for such delays.

Copies of all permits obtained by the Contractor must be given to the Contracting Officer within 10 days of receipt of permit and prior to start of work. The Contractor is responsible for paying all permit fees.

1.3.16 SCR-16 Dust Control

The Contractor must comply with the provisions of Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS of the Specifications. The Contractor must prepare and submit a construction emission/dust control plan to the Contracting Officer and Sacramento Metropolitan Air Quality Management District (SMAQMD) and must receive approval of the plan before groundbreaking. During the performance of the work, the Contractor must assume all responsibility for dust control and must furnish all labor, equipment, and means required, and must carry out proper and efficient measures wherever and as often as necessary to prevent the construction operations from producing dust in amounts harmful to persons, damaging to property, or causing a nuisance to persons living nearby or occupying buildings in the vicinity of the work, or as directed by the Contracting Officer. Dust control will be strictly enforced with particular emphasis on work areas adjacent to residential and agricultural properties. The curtailment of the construction activities as a result of inadequate dust control measures will not be considered an unavoidable delay. The Contractor must suspend all grading operations when fugitive dust levels exceed levels specified by SMAQMD regulations or deemed unacceptable by the Contracting Officer. The Contractor is responsible for paying any fees assessed by SMAQMD.

1.3.17 SCR-17 Fire Control

No burning is allowed for any activities associated with this project.

Delivering removed vegetative material to compost or waste-to-energy facilities, or repurposing is encouraged. Land filling of material must be minimized.

Smoking is not permitted in areas near flammable materials such as dry grass or in restricted areas as identified by the Contracting Officer.

Cigarette butts must be placed in appropriate receptacles.

1.3.18 SCR-18 Air Pollution Control

The Contractor must comply with the air pollution control protocols specified in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS of the Specifications. To the extent available, the Contractor must use existing power sources for the Contractor provided trailers rather than temporary power generators. If existing power sources are unavailable, clean fuel, low-emission on-site stationary generator equipment must be used.

DOCUMENT 00 73 05 Page 8

Low-sulfur fuel must be used for stationary construction equipment. The Contractor must be responsible for arranging appropriate consultation with the Air Resources Board and the SMAQMD, to determine registration and permitting requirements before operating portable engines or portable engine-driven equipment at the project site.

1.3.19 SCR-19 Noise Control

The Contractor must comply with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS of the Specifications to avoid and minimize noise impacts from the construction activities.

Before construction activity begins within 500 feet of one or more residences, the Contractor must provide written notification to the potentially affected residents, identifying the type, duration, and frequency of activities. Notification materials must also identify a mechanism for residents to register complaints with the appropriate jurisdiction if demolition noise levels are overly intrusive.

Before haul truck trips are initiated on roads within 600 feet of one or more residences, the Contractor must provide written notification at least one day before to the potentially affected residents, identifying the hours and frequency of haul truck trips. Notification materials must also identify a mechanism for residents to register complaints with the appropriate jurisdiction if haul truck noise levels are overly intrusive or outside exempt daytime hours.

1.3.20 SCR-20 Allowable Work Hours

The Contractor must limit construction activities to between the following hours on the following days for Reach B I-5 Window, unless in case of flood emergency.

Construction must be performed Monday through Saturday 7 AM to 6 PM and Sunday 9 AM to 6 PM. No work is allowed on holidays or holiday weekends including the weekends of Memorial Day, 4th of July, and Labor Day.

Heavy machinery activity off of the levee is restricted to the staging area for one hour prior to 7:00 AM and for one hour after sunset (as posted in the newspaper or online) or 10:00 PM whichever occurs sooner. No other construction work will be allowed outside the above mentioned hours. Any extended work hours must be reflected in the Contractor's initially approved schedule for the Project.

1.3.21 SCR-21 Cultural Resources

The Contractor must comply with protocols in Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, of the Specifications.

Contractor must conduct Construction Personnel Training for all on-site employees. If cultural resources are discovered during construction activities, Contractor must cease work within 100 feet of the vicinity of the find and immediately contact the archaeologist, through the Contracting Officer, and cooperate with all pertinent mitigation procedures.

Construction personnel must participate in a cultural awareness program, which will be provided by the Contractor's Archaeological Monitor at the start of construction. As needed, the Contractor must provide a translator to allow the training to be conducted in Spanish for Spanish language speakers and other languages as needed or necessary.

DOCUMENT 00 73 05 Page 9

1.3.22 SCR-22 Protection of Existing Trees

All trees of any kind inside the work limits and not designated in the drawings for removal of stumps are to be protected. Contractor must place protective barrier fencing where possible at the drip line around trees to protect in place. All trees outside the work limits, of any kind, are not to be disturbed. Contractor must place protective barrier fencing around trees adjacent to construction areas as directed by the Contracting Officer. The protected habitat areas are located adjacent to the work areas, and the common perimeter lines to the construction area must be fenced. If damaged by the Contractor, damaged trees and landscaping must be replaced by Contractor or otherwise mitigated as directed by Contracting Officer at the Contractor's expense.

1.3.23 SCR-23 Biological Resources

The Contractor must comply with the Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, of the Specifications to avoid and minimize effect upon endangered or sensitive species in the Project area. The Contractor must schedule activities to comply with the provisions and provide required notice for surveys to be conducted by the Government's Environmental Representative. Construction personnel must participate in an environmental awareness program, which will be provided by the USACE Biologist at the start of construction. As needed, the Contractor must provide a translator to allow the training to be conducted in Spanish for Spanish language speakers and other languages as needed or necessary.

1.3.24 SCR-24 Raptor and Migratory Birds

The Contractor must comply with the provisions of the Construction Contractor Protocols for Avoiding and Minimizing Impacts to Raptors, Special Status, and Other Nesting Birds, which are included in Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, of the Specifications. If an injured bird is found on the Project site, the Contracting Officer must be notified immediately so the animal can be relocated to a either a wildlife care facility or a raptor recovery facility.

1.3.25 SCR-25 Wetlands and Sensitive Habitats

The Contractor must not impact Wetlands and Sensitive Habitats. Two protected habitat areas are located adjacent to the construction site and must be protected throughout construction.

1.3.26 SCR-26 U.S. Fish and Wildlife Service

A Biological Opinion has been issued by the U.S. Fish and Wildlife Service.

The Contract Documents contain all of the terms and conditions from the Biological Opinion, and the Contractor is responsible for implementing all requirements and obligations cited in the Contract Documents.

1.3.27 SCR-27 Speed Limit

The speed limit in all Project work areas and along levees must be 15 m.p.h., except on county roads, streets and highways. The Contracting Officer may also require that speed limits on project site be reduced further to ensure vibration limits, dust protocols or other criteria are not violated. The Contractor must post, at a minimum, two speed limit signs at each end of the work zone.

DOCUMENT 00 73 05 Page 10

1.3.28 SCR-28 Reclamation District 1000 (RD1000) Coordination

RD1000 manages the existing levees and owns and operates drainage facilities along the existing levees throughout the project area. The Contractor must coordinate their work with RD1000 through the Contracting Officer, allowing RD1000 access to its facilities at all times. The Contractor must maintain access for RD1000 through the Contracting Officer at all times.

The Contractor must conduct the work so that RD1000 personnel and equipment are not prevented from access to and passage along the existing levees at all times for normal and emergency purposes.

1.3.29 SCR-29 Provision Regarding Maintaining Minimum Flood Protection During Construction

Contractor must have all levee improvements completed by the deadlines outlined in Time of Completion requirements as described in paragraph 1.3.3, SCR-3, herein. Contractor must not disturb the existing levee system beyond the limits of construction. Disturbance includes but is not limited to roadways, ramps, pipes and/or utilities crossings, or excavations within the limits of construction. Stockpiling suitable construction materials is acceptable provided written approval is first obtained from the Contracting Officer.

1.3.30 SCR-30 Coordination with the Contracting Officer and Utilities Relocation

Contractor must coordinate and cooperate with the Contracting Officer and all utility providers on relocation of any overhead and underground electrical, sewer, water and storm utilities within the limits of construction that may hinder the performance of Contractor's construction activities. Contractor must assist in coordination and work with the Contracting Officer such that the utilities are relocated in time not to delay and to allow for completion of improvements in accordance with the Time of Completion schedule. Unless the relocation is called for on the drawings, the cost of any relocations is the responsibility of the Contractor.

1.3.31 SCR-31 Haul Routes

All haul and access routes must be existing public roads and maintenance roads, except for restrictions noted on the drawings. Stockpiling of construction materials, including portable equipment, vehicles, and supplies, must be restricted to designated construction staging areas and work sites. Movement of heavy equipment to and from the Project site must be restricted to load limit approved roadways. The Contractor's construction access points must be limited to those approved in the traffic control plan, defined in the Specifications, or as directed in the field by the Contracting Officer. Paved areas at these controlled access points must be swept each day, or more frequently, as required by the Contracting Officer to control dust and clean up material tracked or spilled on said paved areas or roadways. The Contractor must conform to all governing codes, laws, and ordinances.

Heavy equipment must be kept outside the exclusion areas that are shown on the Plans around CALTRANS piers. Contractor must obtain a permit, waiver or other documentation with the mapped haul routes from local jurisdictions to

DOCUMENT 00 73 05 Page 11 repair or compensate for damage to local roads used in hauling to or from the project site. The permit, waiver or other documentation provided by the local jurisdiction may specify the conditions for repairs to be performed or appropriate compensation to account for the road damage.

Contractor must provide a copy of the permit, waiver or other documentation from local jurisdictions with the mapped haul routes to the Contracting Officer prior to commencement of haul operations. All cost associated with permits, haul road repairs, fees must be the responsibility of the Contractor and must not be paid separately from unit prices or lump-sum prices contained in the Bidding Schedule.

1.3.32 SCR-32 Resource Coordination

All contact and coordination with the resource agencies must occur through the Contracting Officer in coordination with the Government's environmental representative.

1.3.33 SCR-33 Flood Contingency Plan

In the event the water surface elevation of the adjacent river is forecasted by the State-Federal Flood Forecast Center to increase significantly for any reason, the Contracting Officer reserves the right to require the Contractor to stop excavation and to begin continuous operations to complete all partially completed section(s) of the levee embankment. At least 30 days prior to Construction, the Contractor must submit a Flood Contingency Plan outlining the contingency operations in the event that river elevations are forecasted to rise above the flood stage.

The contingency plan must include the proposed measure to protect the landside areas which have a reduced level of protection due to construction activities. The plan must include river stage monitoring, river stage at which the plan will be activated, material and equipment to be used in performance of the contingency plan, and location, type and quantity of the stockpiled emergency material. The plan must also include the length of levee, where stockpiled material will be stored, and the method for monitoring river elevations. The Contractor must keep any levee degrade material on the project site for the duration of the construction period, protected from inclement weather, for use as emergency backfill as necessary. The Flood Contingency Plan must be submitted to the Contracting Officer for review.

1.3.34 SCR-34 Utility Provider Response Plan

Contractor must prepare and submit a Utility Response Plan to the Contracting Officer, Sacramento Municipal Utility District (SMUD), Comcast, and AT&T. Plan must detail how utility locations are verified, provide protocol for coordination with Utility Providers, detail process on conducting required worker training for all on-site employees with respect to accidental utility damage, and provide utility provider emergency contact information. Contractor is responsible for coordinating any temporary utility services needs during construction, and must assume all temporary utility services cost.

1.3.35 SCR-35 Stop Work Authority

The Contracting Officer and Administrative Contracting Officer must have the authority to immediately stop any activity that is not in compliance with the permits, and/or order any reasonable measure to avoid the unauthorized take of an individual of the Covered Species (e.g., giant garter snake, Swainson's hawk, valley elderberry longhorn beetle, DOCUMENT 00 73 05 Page 12

Federally- and State-listed fish).

1.3.36 SCR-36 Floodway Construction Schedule

Contractor must not perform any work within the existing floodway including all staging area activities (i.e., waterside or within the Sacramento River floodplain) per the date restrictions in Time of Completion requirement herein and must not begin any construction until evaluation of upstream conditions indicate that inundation of these areas is unlikely to occur.

1.3.37 SCR-37 High Visibility Fencing, Habitat Preservation and Buffers

Contractor must provide high visibility fencing that must be placed to prevent encroachment of construction personnel and equipment into areas outside of or adjacent to the project footprint that contain sensitive habitats, including at the dripline of trees, at least 20 feet from the dripline of elderberry shrubs and up to 200 feet from the edge of aquatic features that are suitable giant garter snake habitat. The fencing must be inspected by the Contractor before the start of each work day and must be maintained until completion of the Project. The Contractor must not remove the fencing until construction of the Project is completed. No insecticides, herbicides, or other chemicals that might harm the valley elderberry longhorn beetle or its host plant is to be used within 20 feet of the elderberry shrubs.

1.3.38 SCR-38 General Safety Requirements

The Contractor must conform to all applicable occupational safety and health standards, rules, regulations, and orders established by the State of California or Federal Government. The Contractor must, upon request, submit to the Contracting Officer a copy of their Injury Illness Prevention Program (IIPP) (including Site Safety Plan and Code of Safe Work Practices) for review. The Contractor is required to fulfill the requirements of these programs during the prosecution of the Work, and comply with conditions set forth in the Specifications. The Contractor must comply with all regulations set forth in CONSOLIDATED EM 385-1-1.

1.3.39 SCR-39 Storm Water Pollution Prevention Plan

Contractor must develop and submit a Storm Water Polllution Prevention Plan (SWPPP) in accordance with CALTRANS Standards and Section 01 57 23.

1.3.40 SCR-40 Encroachment Permit

Contractor must obtain an Encroachment Permit from County of Sacramento prior to initializing work. Copy of work permit must be submitted to the Contracting Officer prior to disturbing ground.

1.3.41 SCR-41 Staging Areas

Staging areas available to the Contractor for the project are located within the construction limit and as shown on the Plans. If additional areas are needed for use, they will be the responsibility of the Contractor to secure and obtain approval for use. Absolutely no staging is allowed within the CALTRANS right of way.

Below is a list of expected activities that will occur inside of the staging area.

DOCUMENT 00 73 05 Page 13

A. General Activities

1. The contractor will place temporary facilities (trailers) as well as daily parking for USACE construction manager, contractor staff and project visitors;

2. The temporary storage of miscellaneous items such as project fencing and erosion control materials may occur within the staging area.

B. Utility Relocation

1. Overhead utility relocation work performed by others will include the use of utility line trucks and require the temporary storage of conductor wire and utility poles;

2. Electrical transformer storage will not be allowed within the staging area;

3. Underground utility relocation work will require the temporary storage of earthwork spoils and the removed utility lines;

C. Tree Stump Removal Equipment and Materials

1. Equipment for removal of tree stumps within the project limits may be temporarily stored within the staging area;

2. Debris from downed trees may be temporarily stored within the staging area.

D. Earthwork Material and Equipment

1. The Contractor will temporarily place earthwork spoils that include topsoil and levee embankment material from slope flatting activities.

E. Road Work Material and Equipment

1. The storage of asphalt-concrete paving removed for levee improvements will not be allowed within the staging area;

2. The contractor may store road paving equipment within the staging area as well as aggregate base material for roadway placement.

Suitable impervious liner or tarping materials must be placed under paving equipment to catch and allow removal of oils.

1.3.42 SCR-42 Recreation/Community Mitigation

A minimum of four weeks prior to start of work Contractor must provide written notification to the County of Sacramento Parks and Recreation, County of Sacramento Transportation Department, and Sacramento Regional Transit, as well as outreach to the immediate project neighbors advising of the work, duration, the days of the week work is to take place, and the hours to be worked for each day. Contractor must maintain access to the adjacent Swabbies Restaurant throughout construction. Pedestrian access to the boat ramp and adjacent restaurant must be maintained at all times and no work is allowed on holiday weekends. The Contractor must provide a proposed schedule for work at the boat ramp parking lot including temporary traffic detours in the parking lot to the Contracting Officer for approval.

USACE and Contractor to provide, via posted signage, a USACE project manager name, contact number and e-mail address as well as a Contractor project manager name, contact number and e-mail address, for residents in the vicinity of the Premises should any concern from the immediate project neighbors arise with regard to noise, traffic, or other such disturbance which directly results from USACE's and/or Contractor's work. The purpose of USACE and Contractor posting their respective contact information is to avoid Construction Inspection and Survey staff having to field telephone calls and other inquiries related to USACE's and Contractor's work.

DOCUMENT 00 73 05 Page 14

1.3.43 SCR-43 County Streets

The Contractor must ensure that its construction equipment and hauling operations do not damage County streets. Prior to start of construction, Contractor must video and photograph all county streets within the construction area and along all haul routes before construction operations begin. Photographs must be submitted to the Contracting Officer will be used to compare before and after project conditions at the project's end.

Any damage to the County streets caused by Contractor's operations must be repaired at Contractor's cost and to County's satisfaction.

The Contractor must notify and submit truck routes for review to the Contracting Officer and the County Representative prior to starting work.

Furthermore, the Contractor must provide the County Representative with a location for a wash out area to wash and clean Contractor's trucks, equipment and tires before they exit the construction area.

1.3.44 SCR-44 Storage Area

Contractor must erect chain link fencing a minimum of eight (8) feet tall around the perimeter of its storage area. The fencing must post signage no smaller than 3' x 3' in size providing the Contractor's company name as well as a name and telephone number for Contractor who may be contacted by the public in general in the event that any issues arise out of the use of the Premises. All material remnants need to be removed from the storage site. Otherwise, a protective barrier must be placed between the ground surface and stockpiled materials. Upon conclusion of the work, or prior to the time period that the use of the staging area must cease, whichever occurs first, Contractor must return the site to a condition equal to or better than the condition it was in at the time the of the Contractor's entry into the site.

1.3.45 SCR-45 Project Signage

The Contractor must provide all signage for the project. Sign wording, sizes and other parameters must be coordinated with the Contracting Officer and/or his/her representative and be in compliance with specification section 01 50 00.

1.3.46 SCR-46 Traffic Control Plan

Traffic Control Plan must be developed and submitted in accordance with Section 01 00 00.

1.3.47 Garden Highway

The Contractor must provide a Traffic Control Plan meeting the following requirements:

(1) Access to properties and/or driveways adjacent to Garden Highway within the project limit must be provided and maintained at all times during construction.

(2) Complete road closure must be approved by the Contracting Officer and County of Sacramento prior to implementing traffic control measures.

(3) Short term duration of one-lane, flagger controlled, traffic operation is acceptable with approval from the Contracting Officer.

(4) Pedestrian access to the Elkhorn Boat Ramp and adjacent restaurant must be maintained at all times unless otherwise approved by the Contracting

DOCUMENT 00 73 05 Page 15

Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

DOCUMENT 00 73 05 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

03/04

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Utilities

1.2.2 Preconstruction Quantity Survey Plan

1.3 SCRAP MATERIAL

1.4 UTILITIES

1.5 GENERAL SAFETY REQUIREMENTS

1.5.1 General

1.5.2 The Contractor's Superintendent

1.5.3 Violations

1.5.4 Fire Prevention

1.5.5 Recordkeeping/Reporting Requirements

1.5.6 Accident Reporting

1.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.7 PLANNED STREET CLOSURES

1.7.1 Transportation Mitigation

1.8 EQUIPMENT DATA FORM

1.9 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.10 COMMERCIAL DISPOSAL SITE

1.11 HAUL ROUTE PLAN

1.12 HAUL ROAD RECORDING DAMAGE TO ROADS, REPAIRS, AND DOCUMENTATION

1.13 BID ITEM OVERRUN

1.14 NON CONTRACT WORK

1.15 WARRANTY OF CONSTRUCTION

1.16 PAYMENT

1.17 PROJECT SURVEYS

1.17.1 Survey Services

1.17.2 Survey Supervision and Scheduling

1.17.3 Field Survey Book(s)

1.18 PRE-CONSTRUCTION VIDEO AND PHOTOGRAPH SURVEY

1.19 POST-CONSTRUCTION VIDEO AND PHOTOGRAPH SURVEY

1.20 GROUND VIBRATION MONITORING AND CONTROL PROGRAM

1.21 PEDESTRIAN ACCESS AND CONTROL PLAN

1.22 BORROW SOURCE PLAN

1.23 FINAL EXAMINATION AND ACCEPTANCE

1.24 ENVIRONMENTAL LITIGATION

1.25 AFTER AWARD DOCUMENTS (CONTRACTOR PREPARED)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

03/04

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

CONSOLIDATED EM 385-1-1 (2014) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

EM 1110-1-1005 (2007) Control and Topographic Surveying

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1926.16 Rules of Construction

U.S. CODE (USC)

USC Title 29 Title 29 Labor

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Ground Vibration Monitoring and Control Plan; G

Pedestrian Access and Control Plan; G

Utilities; G

Haul Route Plan; G

Preconstruction Access Road Survey; G

Pre-Construction Video and Photograph Survey of the access roads

SECTION 01 00 00 Page 3 and project site; G

Disposal Plan; G

Preconstruction Quantity Survey Plan; G

Traffic Control Plan; G

Borrow Source Plan; G

Hard Copy Drawings

SD-06 Test Reports

Ground Vibration Monitoring Results, Weekly Reports, and Final Report; G

SD-11 Closeout Submittals

Documentation of Haul Road Repairs; G

Post-Construction Video and Photograph Survey

Field Survey Book(s)

1.2.1 Utilities

Submit utilities encountered that are not noted in the contract documents and will interfere with construction operations.

1.2.2 Preconstruction Quantity Survey Plan

Plan stating the names of personnel and license number who will be performing the before construction (B.C.) Survey, plus the procedures to be followed in conducting the B.C. Survey

1.3 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

All scrap, solid waste, or hazardous materials generated by the Contractor in performance of the work must be disposed of and removed, in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified in the contract.

1.4 UTILITIES

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as to the date of this contract and such utilities will interfere with construction operations, Contractor must immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. The Contractor must notify the Contracting Officer at least 30 days in advance of the date on which work will be started requiring the removal or relocation of such utilities or private improvements. Care must be taken to preserve and protect any such

SECTION 01 00 00 Page 4 improvements from injury or damage during construction operations. The Contractor must assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through his operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES.

Contractor must coordinate all utility work and need for utility service disruptions with the utility companies and Contracting Officer a minimum of 14 days in advance of utility disruption date. Contractor must be prudent in contacting utility companies and the Contracting Officer as soon as possible to prevent possible delays to construction and/or unnecessary or unscheduled disruption of the utility service.

1.5 GENERAL SAFETY REQUIREMENTS

1.5.1 General

CONSOLIDATED EM 385-1-1, USC Title 29, 29 CFR 1926.16, as revised from time to time, Title 29, Part 1910, as revised from time to time, and the Occupational Safety and Health Administration (OSHA) codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.5.2…