Attachment_01_VOL_1_Reach_B_Specs_2019_0724.pdf

FINAL Design Specifications

Volume 1

American River Common Features Natomas Basin – Riverside Canal Phase 2 Relocation Project and Reach B Project

Division 00 and 01 Technical Specifications

Sacramento County, California

USACE W91238-17-D-0027

May 30, 2019

U.S. Army Corps of Engineers, Sacramento District

May 2019

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American River Common Features (ARCF) Spec No. 2122 Riverside Canal Relocation and Natomas Basin - Reach B 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 PROJECTS:

RIVERSIDE CANAL RELOCATION AND REACH B

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 32 23 SURVEY AND LAYOUT DATA

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 61 03 EQUIPMENT - BASIC REQUIREMENTS

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 73 20 OPENINGS AND PENETRATIONS IN CONSTRUCTION

01 78 00 CLOSEOUT SUBMITTALS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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 4

1.2.2 Contract drawings for Volume 5

1.2.3 Contract drawings for Volume 6

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

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 4

Contract drawings for Volume 4 are as follows:

DRAWING NO. TITLE

G-001 Cover Sheet

G-002 Project Location Map and Drawing List

G-003 Project Map

G-004 Notes and Abbreviations

G-005 Legend and List of Contacts

C-001 Demolition STA 143+00 TO STA 153+00

C-002 Demolition STA 173+00 TO STA 182+00

C-003 Demolition STA 194+00 TO STA 203+00

C-004 Demolition STA 233+00 TO STA 238+00

C-005 Demolition STA 245+00 TO STA 251+00

C-006 Demolition STA 261+00 TO STA 267+00

C-007 Demolition STA 282+00 TO STA 290+00

C-008 Demolition and Tree Inventory STA 294+00 TO STA 300+00

C-101 Typical Sections

C-102 Typical Sections

C-201 Control Alignments

DOCUMENT 00 01 15 Page 2

DRAWING NO. TITLE

C-202 Control Alignments

C-301 Riverside Outfall Pipe

C-302 Riverside Baseline Plan and Profile STA 143+00 to 153+00

C-303 Riverside Baseline Plan and Profile STA 153+00 to 163+00

C-304 Riverside Baseline Plan and Profile STA 163+00 to 173+00

C-305 Riverside Baseline Plan and Profile STA 173+00 To 183+00

C-306 Riverside Baseline Plan and Profile STA 183+00 TO 193+00

C-307 Riverside Baseline Plan and Profile STA 193+00 TO 203+00

C-308 Riverside Baseline Plan and Profile STA 203+00 TO 213+00

C-309 Riverside Baseline Plan and Profile STA 213+00 TO 223+00

C-310 Riverside Baseline Plan and Profile STA 223+00 TO 233+00

C-311 Riverside Baseline Plan and Profile STA 233+00 TO 243+00

C-312 Riverside Baseline Plan and Profile STA 243+00 TO 253+00

C-313 Riverside Baseline Plan and Profile STA 253+00 TO 262+00

C-314 Riverside Baseline Plan and Profile STA 262+00 TO 272+00

C-315 Riverside Baseline Plan and Profile STA 272+00 TO 282+00

C-316 Riverside Baseline Plan and Profile STA 282+00 TO 292+00

C-317 Riverside Baseline Plan and Profile STA 292+00 TO 303+19.56

C-320 Lateral 12 Baseline Plan and Profile STA 0+00 TO 5+00

C-321 Lateral 12 Baseline Plan and Profile STA 5+00 TO 10+00

C-322 farm Road Lateral Turnout Plan and Profile Sta 0+00 to 6+46.86

C-330 Radio Road and San Juan Road Pipe Crossings

C-331 Farm Road and Lateral 12 Pipe Crossings

C-332 Bryte Bend Road and Parker Road Pipe Crossings

C-333 Parker Road Baseline Plan and Profile Sta 10+00 to 16+00

DOCUMENT 00 01 15 Page 3

DRAWING NO. TITLE

C-401 Canal Turnout Plan and Profile

C-402 Turnouts to Lateral and Typical Culvert Detail

C-403 Irrigation Improvements and Water Supply

C-404 Common Civil Details

C-405 Typical Fence Details

C-501 Lift Station Plan, Section and Detail

C-502 Riverside Outfall Pipe Discharge Structure

C-503 Concrete Rectangular Weir

CG-101 Dirt Road Crossing Grading Plan

CG-102 Not Used

CG-103 Lift Station Grading Plan

CG-104 Farm Road Grading Plan

CG-105 Farm Road Grading Plan

CG-106 Pipeline Access Road Grading Plan

CG-107 Parker Road Grading Plan

CG-108 Bryte Bend Road Grading Plan

CG-109 Tree Road Grading Plan

S-001 Structural Notes and Abbreviations

S-002 Special Inspection Notes

S-101 Lift Station Structural Plans and Sections

S-102 Pumping Plant Outfall Structural Plans and Sections

S-103 Weir Wall Details

S-104 Discharge Box Structural Plans and Sections

S-501 Typical Structural Details

S-502 Structural Support Details

S-503 Miscellaneous Structural Details

DOCUMENT 00 01 15 Page 4

DRAWING NO. TITLE

S-504 Miscellaneous Structural Details

M-101 Lift Station Plan

M-102 Field Irrigation Turnouts

M-103 Ranchette Irrigation Turnouts

M-104 Typical Details

M-105 Well Discharge Plan

E-001 Electrical Symbols

E-010 Single Line Diagram

E-020 Lift Station MCC Elevation

E-101 Lift Station

E-102 Enlarged Plan

E-301 Control Diagram Lift Station

E-501 Typical Details

E-502 Typical Details

E-601 Lift Station RTU Block Diagram

E-602 Lift Station RTU Power Distribution

E-603 Lift Station PLC IO 1

E-604 Lift Station PLC IO 2

I-001 Process and Instrumentation Symbols and Abbreviations

I-002 Process and Instrumentation Lift Station

1.2.2 Contract drawings for Volume 5

Contract drawings for Volume 5 are as follows:

DRAWING NO. TITLE

G-001 Title Sheet and Location Map

G-002 Basin Map

G-003 Sheet Index

DOCUMENT 00 01 15 Page 5

DRAWING NO. TITLE

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 647+00 to 659+00

V-102 Aerial Photo and Tree Removal STA 659+00 to 671+00

V-103 Aerial Photo and Tree Removal STA 671+00 to 683+00

V-104 Aerial Photo and Tree Removal STA 683+00 to 695+00

V-105 Aerial Photo and Tree Removal STA 695+00 to 707+00

V-106 Aerial Photo and Tree Removal STA 707+00 to 719+00

V-107 Aerial Photo and Tree Removal STA 719+00 to 731+00

V-108 Aerial Photo and Tree Removal STA 731+00 to 743+00

V-109 Aerial Photo and Tree Removal STA 743+00 to 755+00

V-110 Aerial Photo and Tree Removal STA 755+00 to 767+00

V-111 Aerial Photo and Tree Removal STA 767+00 to 779+00

V-112 Tree Inventory (1 of 2)

V-113 Tree Inventory (2 of 2)

CD101 Existing Topography and Demolition STA 647+00 to 659+00

CD102 Existing Topography and Demolition STA 659+00 to 671+00

CD103 Existing Topography and Demolition STA 671+00 to 683+00

CD104 Existing Topography and Demolition STA 683+00 to 695+00

CD105 Existing Topography and Demolition STA 695+00 to 707+00

CD106 Existing Topography and Demolition STA 707+00 to 719+00

CD107 Existing Topography and Demolition STA 719+00 to 731+00

CD108 Existing Topography and Demolition STA 731+00 to 743+50

CD109 Existing Topography and Demolition STA 743+50 to 755+00

DOCUMENT 00 01 15 Page 6

DRAWING NO. TITLE

CD110 Existing Topography and Demolition STA 755+00 to 767+00

CD111 Existing Topography and Demolition STA 767+00 to 777+00

CD112 Site Demolition Plan and Key Map

CD113 Pump Station Demolition Plan (Roof Level)

CD114 Pump Station Demolition Plan (Wetwell)

CD115 Outfall Structure Demolition Plan

CD201 Demolition Plan APN 225-0090-064

CD202 APN 225-0090-064 Photos

CD203 Demolition Plan APN 225-0090-065

CD204 APN 225-0090-065 Photos

CD205 Demolition Plan APN 225-0090-066

CD206 APN 225-0090-066 Photos

CD207 Demolition Plan APN 225-0110-036

CD208 APN 225-0110-036 Photos

CD501 Demolition Details 1

C-001 Overall Site Plan and Key Map

C-002 Control Line Plan and Tables

C-003 Construction Limit Plan

C-004 Construction Limit Plan and Tables

C-101 Plan and Profile STA 648+00 to 658+00

C-102 Plan and Profile STA 658+00 to 669+00

C-103 Plan and Profile STA 669+00 to 680+00

C-104 Plan and Profile STA 680+00 to 687+00

C-105 Plan and Profile STA 687+00 to 697+00

C-106 Plan and Profile STA 697+00 to 708+00

C-107 Plan and Profile STA 708+00 to 719+00

DOCUMENT 00 01 15 Page 7

DRAWING NO. TITLE

C-108 Plan and Profile STA 719+00 to 727+00

C-109 Plan and Profile STA 727+00 to 737+00

C-110 Plan and Profile STA 737+00 to 747+00

C-111 Plan and Profile STA 747+00 to 757+00

C-112 Plan and Profile STA 757+00 to 767+00

C-113 Plan and Profile STA 767+00 to 777+00

C-301 Typical Levee Sections (1 of 5)

C-302 Typical Levee Sections (2 of 5)

C-303 Typical Levee Sections (3 of 5)

C-304 Typical Levee Sections (4 of 5)

C-305 Typical Levee Sections (5 of 5)

C-401 Cross-Sections STA 651+00 to 656+00

C-402 Cross-Sections STA 657+00 to 668+00

C-403 Cross-Sections STA 669+00 to 682+00

C-404 Cross-Sections STA 683+00 to 688+00

C-405 Cross-Sections STA 689+00 to 694+00

C-406 Cross-Sections STA 695+00 to 703+00

C-407 Cross-Sections STA 704+00 to 709+00

C-408 Cross-Sections STA 710+00 to 718+00

C-409 Cross-Sections STA 719+00 to 724+00

C-410 Cross-Sections STA 725+00 to 730+00

C-411 Cross-Sections STA 731+00 to 736+00

C-412 Cross-Sections STA 737+00 to 748+00

C-413 Cross-Sections STA 749+00 to 754+00

C-414 Cross-Sections STA 755+00 to 760+00

C-415 Cross-Sections STA 761+00 to 766+00

DOCUMENT 00 01 15 Page 8

DRAWING NO. TITLE

C-416 Cross-Sections STA 767+00 to 772+00

C-501 Typical Details (1 of 4)

C-502 Typical Details (2 of 4)

C-503 Typical Details (3 of 4)

C-504 Typical Details (4 of 4)

C-505 Typical Fence Details

C-506 Typical Access Control Gate Details (1 of 2)

C-507 Typical Access Control Gate Details (2 of 2)

C-508 Typical Access Control Post Details

C-509 Typical Relief Well Details (1 of 2)

C-510 Typical Relief Well Details (2 of 2)

C-601 Pumping Plant No. 3 Excavation Plan

C-602 Pumping Plant No. 3 Excavation Plan Typical Sections

C-603 Pumping Plant No. 3 Outfall Excavation Plan

C-604 Pumping Plant No. 3 Outfall Excavation Plan Typical Sections

C-701 NOT USED

C-702 STA 660+71 and 664+77 Ramps Site Plan

C-703 STA 660+71 and 664+77 Ramps Points, Line, and Curve Tables

C-704 STA 660+71 and 664+77 Ramps Profiles

C-705 STA 660+71 and 664+77 Ramps Site Cross Sections (1 of 2)

C-706 STA 660+71 and 664+77 Ramps Site Cross Sections (2 of 2)

C-707 Storm Drain Plan and Profile (1 of 2)

C-708 Storm Drain Plan and Profile (2 of 2)

C-709 Pumping Plant No. 3 Site Plan

C-710 Pumping Plant No. 3 Line and Curve Tables

C-711 Pumping Plant No. 3 Profiles

DOCUMENT 00 01 15 Page 9

DRAWING NO. TITLE

C-712 Pumping Plant No. 3 Site Cross Sections (1 of 4)

C-713 Pumping Plant No. 3 Site Cross Sections (2 of 4)

C-714 Pumping Plant No. 3 Site Cross Sections (3 of 4)

C-715 Pumping Plant No. 3 Site Cross Sections (4 of 4)

C-716 NOT USED

C-717 Pumping Plant No. 3 Intake Canal Site Plan

C-718 Dirt Road Site Plan

C-719 Dirt Road Site Point, Line, and Curve Tables

C-720 Dirt Road Profiles

C-721 Dirt Road Site Cross Sections (1 of 2)

C-722 Dirt Road Site Cross Sections (2 of 2)

C-723 NOT USED

C-724 Radio Road Site Plan

C-725 Radio Road Profiles and Point Tables

C-726 Radio Road Site Cross Sections (1 of 2)

C-727 Radio Road Site Cross Sections (2 of 2)

C-728 San Juan Road Site Plan

C-729 San Juan Road Point, Line, and Curve Tables

C-730 San Juan Road Profiles

C-731 San Juan Road Site Cross Sections (1 of 3)

C-732 San Juan Road Site Cross Sections (2 of 3)

C-733 San Juan Road Site Cross Sections (3 of 3)

C-734 NOT USED

C-735 Farm Road Site Plan

C-736 Farm Road Profiles and Point Tables

C-737 Farm Road Site Cross Sections (1 of 2)

DOCUMENT 00 01 15 Page 10

DRAWING NO. TITLE

C-738 Farm Road Site Cross Sections (2 of 2)

CP101 Plan and Profile Radio Road

CP102 Plan and Profile San Juan Road

CP103 Plan and Profile Farm Road

CP104 Plan Garden Highway STA 645+50 TO 667+50

CP105 Plan and Profile Garden Highway STA 667+50 TO 678+50

CP106 Plan and Profile Garden Highway STA 678+50 TO 689+50

CP107 Plan Garden Highway STA 689+50 TO 711+50

CP108 Plan Garden Highway STA 711+50 TO 733+50

CP109 Plan and Profile Garden Highway STA 733+50 TO 744+50

CP110 Plan Garden Highway STA 744+50 TO 766+50

CP111 Plan Garden Highway STA 766+50 TO 777+50

CP112 Plan and Profile Driveway

CP301 Typical Cross Sections (1 of 2)

CP302 Typical Cross Sections (2 of 2)

CP401 Design Cross Sections Garden Highway Profile Adjustments

CP402 Design Cross Sections Radio Road (1 of 2)

CP403 Design Cross Sections Radio Road (2 of 2)

CP404 Design Cross Sections San Juan Road (1 of 3)

CP405 Design Cross Sections San Juan Road (2 of 3)

CP406 Design Cross Sections San Juan Road (3 of 3)

CP407 Design Cross Sections Farm Road (1 of 2)

CP408 Design Cross Sections Farm Road (2 of 2)

CP701 Signing and Striping Radio Road

CP702 Signing and Striping San Juan Road

CP703 Signing and Striping Farm Road

DOCUMENT 00 01 15 Page 11

DRAWING NO. TITLE

CP801 Detour Plan Radio Road Closure

CP802 Detour Plan San Juan Road Closure

CP803 Detour Plan Farm Road Closure

CP804 Detour Plan Garden Highway Profile Adjustments

CP811 Stage Construction Plan - Traffic Handling Stage 1 Levee Improvements

CP812 Stage Construction Plan - Traffic Handling Stage 2 Garden Highway Profile Adjustment

CF001 Site Key Plan

CF101 Pump Station Site Piping Plan

CF102 Pipeline Profiles (1 of 3)

CF103 Pipeline Profiles (2 of 3)

CF104 Pipeline Profiles (3 of 3)

CF105 Pump Station Plan

CF106 Cathodic Protection Plan

CF301 Positive Closure Vault Plan and Sections

CF302 Siphon Breaker Plan and Sections

CF303 Outfall Structure Plan and Section

CF304 Pump Station Section

CF501 Civil Details (1 of 2)

CF502 Civil Details (2 of 2)

CF503 Cathodic Protection Details (1 of 3)

CF504 Cathodic Protection Details (2 of 3)

CF505 Cathodic Protection Details (3 of 3)

SS001 General Structural Notes

SS002 Special Inspection Requirements

SS101 Existing Pump Station - Baffle and Top Deck Plans

DOCUMENT 00 01 15 Page 12

DRAWING NO. TITLE

SS102 Positive Closure Vault Plans

SS103 Outfall Structure Plan

SS301 Existing Pump Station - Sections and Details (1 of 2)

SS302 Existing Pump Station - Sections and Details (2 of 2)

SS303 Positive Closure Vault - Sections and Details

SS304 Outfall Structure - Sections and Details

SS305 Outfall Structure - Sections and Details

SS501 Typical Concrete Details (1 of 3)

SS502 Typical Concrete Details (2 of 3)

SS503 Typical Concrete Details (3 of 3)

SS504 Typical Concrete Reinforcing Details

E-001 Legend and Symbols

E-002 Details

E-101 Electrical Overall Site Plan

E-102 Existing One Line Diagram

E-103 One Line Diagram Modifications

E-104 Existing Elevation Modifications

E-105 Power and Control Plan

E-106 Control Schematic - Info Only

I-001 Legend and Symbols

I-002 Existing Pumping Plant No. 3

I-003 Pumping Plant No. 3 Modifications

1.2.3 Contract drawings for Volume 6

Contract drawings for Volume 6 are as follows:

DOCUMENT 00 01 15 Page 13

DRAWING NO. TITLE

G-001 Cover Sheet

G-002 Project Location Map and Drawing List

G-003 Project Map

G-004 Notes and Abbreviations

G-005 Legend and List of Contacts

C-101 Typical Sections and Details

C-102 Typical Details

C-103 Typical Culvert Detail

C-201 Johnson Ranch Control Alignments

C-202 Johnson Ranch Control Alignments Tables

C-203 Witter Ranch Control Alignments

C-301 Johnson Ranch Site Plan

C-302 Johnson Ranch Sections

C-303 Witter Ranch Site Plan

C-304 Witter Ranch Site Plan

C-305 Witter Ranch Sections

C-501 Levee Cross Culvert Details

C-502 Hibernacula

C-503 Fence Details

C-504 Fence Details

C-505 Plan and Profile Culvert 1 - 4

C-506 Plan and Profile Culvert 5 - 8

C-507 Plan and Profile Culvert 9 - 12

C-508 Plan and Profile Culvert 13 - 15

C-601 Preliminary Production Well Profile

C-602 Standard Construction Details

DOCUMENT 00 01 15 Page 14

DRAWING NO. TITLE

C-603 Well Pump Station Piping

C-604 Mechanical Details I

C-605 Mechanical Details II

CG-101 Johnson Ranch Grading Plan

CG-102 Johnson Ranch Grading Plan

CG-103 Johnson Ranch Grading Plan

CG-104 Witter Ranch Grading Plan

CG-105 Witter Ranch Grading Plan

S-001 Structural Notes

S-002 Special Inspection Notes

S-101 Typical Structural Details

S-102 Discharge Weir Structural Details

S-103 Outfall Headwall Structural Details

E-001 Electrical Symbols and Abbreviations

E-002 Electrical Specifications I

E-003 Electrical Specifications II

E-004 Pump Panel Elevation and Wiring Diagrams

E-005 Electrical Details

-- End of Document --

DOCUMENT 00 01 15 Page 15

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 05

SUPPLEMENTARY CONDITION REQUIREMENTS FOR PROJECTS: RIVERSIDE CANAL RELOCATION

AND REACH B

01/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Preconstruction 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 Natomas Mutual Water Company (NMWC) Coordination

1.3.30 SCR-30 Provision Regarding Maintaining Minimum Flood

Protection During Construction

1.3.31 SCR-31 Coordination with the Contracting Officer and Utilities

Relocation

1.3.32 SCR-32 Haul Routes

1.3.33 SCR-33 Resource Coordination

1.3.34 SCR-34 Flood Contingency Plan

1.3.35 SCR-35 Utility Provider Response Plan

DOCUMENT 00 73 05 Page 1

1.3.36 SCR-36 Stop Work Authority

1.3.37 SCR-37 Floodway Construction Schedule

1.3.38 SCR-38 High Visibility Fencing, Habitat Preservation and

Buffers

1.3.39 SCR-39 General Safety Requirements

1.3.40 SCR-40 Storm Water Pollution Prevention Plan

1.3.41 SCR-41 Grading (Encroachment) Permit

1.3.42 SCR-42 Staging Area

1.3.43 SCR-43 Recreation/Community Mitigation - Riverside Canal

Relocation and Reach B

1.3.44 SCR-44 City Streets - Riverside Canal Relocation and Reach B

1.3.45 SCR-45 Storage Area - Riverside Canal Relocation and Reach B

1.3.46 SCR-46 Project Signage

1.3.47 SCR-47 Traffic Control Plan

1.3.48 SCR-48 Garden Highway

1.3.49 SCR-49 Mailbox Removal and Replacement on Garden Highway

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 73 05 Page 2

SECTION 00 73 05

SUPPLEMENTARY CONDITION REQUIREMENTS FOR PROJECTS: RIVERSIDE CANAL RELOCATION

AND REACH B

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 shall 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

Grading (Encroachment) Permit; G

Certification of Insurance

Security Bonds

List of Proposed Subcontractors

Construction Progress Schedule

Network Analysis Schedule

Submittal Register

Schedule of Prices

Health & Safety Plan

DOCUMENT 00 73 05 Page 3

Work Plan

QC Plan

Erosion Protection Plan

1.2.1 Preconstruction Submittals

Submit the following prior to commencment of construction:

Certification of Insurance

Security Bonds

List of Proposed Subcontractors

Construction Progress Schedule

Network Analysis Schedule

Submittal Register

Schedule of Prices

Health & Safety Plan

Work Plan

QC Plan

Erosion Protection Plan

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, which is located along the Garden Highway along the Sacramento River (east of Power Line Road to Farm Road), is approximately 2.3 miles in length (STA 650+00 to STA 773+00

1.3.2 SCR-2 Scope of Work

The work in this Contract includes relocating the existing Riverside Canal, levee remediations including adjacent levee with seepage berms, Pumping Plant 3 modifications, utility relocations, 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.

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

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

DOCUMENT 00 73 05 Page 4

Contractor shall not perform any work within the existing floodway (waterside of the levee) along Garden Highway between November 1 and April 15.

TIME OF COMPLETION FOR REACH B

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 shall be approved and traffic control measures installed prior to the start of construction activities

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 30 days prior to commencement of construction activities

E. Complete adjacent levee (design top of levee final grade), seepage berms, and Pumping Plant 3 work

October 31

F. Complete erosion control seeding of all areas

November 30

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

November 30

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

Ground disturbance work along Garden Highway shall not begin before April 15.

1.3.4 SCR-4 Site Conditions

The Contractor shall 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, 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 Government. The Contractor is responsible for obtaining land rights and easements for areas to be used for the Contractor's own

DOCUMENT 00 73 05 Page 5 convenience outside the right of way shown and footprint limits on the Plans and shall absorb complete liability for the use, and/or associated activities related to the use of such land. The Contractor is responsible for all work and costs associated with obtaining land rights and easements.

If the contractor receives land rights and easements outside of the construction limits, these rights shall be received in writing and shall be forwarded to the Government for their records. Contractor shall also receive release of liability of the Government for any damage to these addition areas in writing.

Compliance with environmental and cultural laws shall be followed by the contractor if using lands other than those identified by the Government.

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

The Contractor shall 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

Sacramento Area Flood Control Agency

County of Sacramento

City of Sacramento

Sacramento Area Sewer District

Central Valley Flood Protection Board

California State Department of Fish and Wildlife

United States Fish and Wild Life Service

National Marine Fishery Service

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

1.3.7 SCR-7 Borrow Source

Contractor shall use Bollinger borrow source for Riverside Canal Relocation and Huffstutler Johnson and Whitter Ranch borrow source for Reach B, to the depth and limits indicated on the Plans. The borrow sources are along and adjacent to the project limits. The Contractor shall comply with protocols in Section 31 23 00 BORROW SITE EXCAVATION of Volume 2 and paragraph 1.3.19 of Section 00 73 05, of these specifications.

1.3.8 SCR-8 Contractor's Tools and Equipment

The Contractor shall furnish all equipment, materials, tools, supplies, and manufactured articles required for the completion of the work in accordance with the Contract. The Contractor shall take the necessary precautions to

DOCUMENT 00 73 05 Page 6 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 shall 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 shall 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 shall not be disposed of into any wetland, stream, river, or storm drainage without all applicable local and regulatory permitting.

Contractor shall be responsible for disposal of all construction water.

1.3.11 SCR-11 Cleaning Up

The Contractor shall dispose of all trash items in closed containers, which shall be removed at least once per day. Vegetative wastes shall 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 shall 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 shall relocate the improvements to be at least equal in condition to the original. The Contractor shall 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 shall repair or replace such damaged facilities to the Contracting Officer's satisfaction at the Contractor's expense.

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

1.3.13 SCR-13 Record Drawings

The Contractor shall maintain a neat and accurate marked set of working record drawings in accordance with the Specifications. The record drawings shall be subject to the inspection of the Contracting Officer at all times and shall be kept current weekly with all work instructions, change orders, DOCUMENT 00 73 05 Page 7 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 shall 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 in accordance with the flood contingency 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 shall be responsible for complying with all conditions of the permits and agreements. Any delays to the Project resulting from 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 for such delays.

The Contractor is responsible for obtaining all environmental permits or use permits (including CALTRANS Encroachment Permit) and SAFCA Right of Entry 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 shall be given to the Contracting Officer within 10 days of receipt of permit. The contractor is responsible for paying all permit fees.

1.3.16 SCR-16 Dust Control

The Contractor shall comply with the provisions of Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS of the Specifications. The Contractor shall prepare and submit a construction emission/dust control plan to the Contracting Officer and Sacramento Metropolitan Air Quality Management District (SMAQMD) and shall receive approval of the plan before groundbreaking. During the performance of the work, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required, and shall 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 shall 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.

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1.3.17 SCR-17 Fire Control

No burning shall be 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 shall be minimized.

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

Cigarette butts shall be placed in appropriate receptacles.

1.3.18 SCR-18 Air Pollution Control

The Contractor shall 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 shall 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 shall be used.

Low-sulfur fuel shall be used for stationary construction equipment. The Contractor shall 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 shall 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 shall provide written notification to the potentially affected residents, identifying the type, duration, and frequency of activities. Notification materials shall 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 shall provide written notification at least one day before to the potentially affected residents, identifying the hours and frequency of haul truck trips. Notification materials shall 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 shall limit construction activities to between the following hours on the following days for Riverside Canal Relocation Project and Reach B:

Construction shall be performed Monday through Saturday 7 AM to 6 PM and Sunday 9 AM to 6 PM.

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

DOCUMENT 00 73 05 Page 9 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.

During flood contingency plan operations, work hour restrictions are not applicable.

1.3.21 SCR-21 Cultural Resources

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

Contractor shall conduct Construction Personnel Training for all on-site employees. If cultural resources are discovered during construction activities, Contractor shall 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 shall participate in a cultural awareness program, which will be provided by the USACE Archeologist at the start of construction. As needed, the Contractor shall provide a translator to allow the training to be conducted in Spanish for Spanish language speakers and other languages as needed or necessary.

1.3.22 SCR-22 Protection of Existing Trees

All trees of any kind inside the work limits and designated in the drawings as protect in place are to be protected. Contractor shall place protective barrier fencing where possible at the drip line around trees designated as protect in place in the drawings. All trees outside the work limits, of any kind, are not to be disturbed. Contractor shall place protective barrier fencing around trees adjacent to construction areas as directed by the Contracting Officer. If damaged by the Contractor, damaged trees and landscaping shall 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 shall 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 shall schedule activities to comply with the provisions and provide required notice for surveys to be conducted by the Government's Environmental Representative. Construction personnel shall participate in an environmental awareness program, which will be provided by the USACE Biologist at the start of construction. As needed, the Contractor shall 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 shall 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 shall be notified immediately so the animal can be relocated to a either a wildlife care facility or a raptor recovery facility.

DOCUMENT 00 73 05 Page 10

1.3.25 SCR-25 Wetlands and Sensitive Habitats

The Contractor shall not impact Wetlands and Sensitive Habitats.

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 sited in the Contract Documents.

1.3.27 SCR-27 Speed Limit

The speed limit in all Project work areas and along levees shall be 15 m.p.h., except on county roads, city 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 shall post, at a minimum, two speed limit signs at each end of the work zone.

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 shall coordinate their work with RD1000 through the Contracting Officer, allowing RD1000 access to its facilities at all times. The Contractor shall maintain access for RD1000 through the Contracting Officer at all times.

The Contractor shall 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.

The Contractor shall coordinate installation of the temporary bridges or culverts in any drainage ditches with RD1000. Culverts for temporary drainage canal crossings shall be removed prior to start of the flood season on November 1. Where temporary crossings must remain during the flood season, November 1 to April 15th, bridging should be used where practical, or culverts should be appropriately shall be sized for peak flows.

1.3.29 SCR-29 Natomas Mutual Water Company (NMWC) Coordination

The Natomas Mutual Water Company (NMWC) owns and operates untreated surface water irrigation facilities throughout the project area. The Contractor shall coordinate the work with NMWC through the Contracting Officer, allowing NMWC access to its facilities at all times. If NMWC facilities are required to be taken out of service, the Contractor shall coordinate with NMWC and provide temporary facilities of equal capacity to NMWC facilities. NMWC owns and operates the Riverside Irrigation Canal which parallels the SREL south of Power Line Road. Laterals to the Riverside Irrigation Canal (also owned and operated by NMWC) include the Radio Road Irrigation Ditch, J-Ditch, Lateral 13, Parker Road Ditch, and Tree Road Ditch. NMWC owns and operates the Riverside Pumping Plant which provides supply from the river for the Riverside Irrigation Canal. A recirculation pump at RD1000 Plant 3 is owned and operated by NMWC and provides recirculated water supply to the Riverside Irrigation Canal.

DOCUMENT 00 73 05 Page 11

Surface water rights for all canals and ditches within the Natomas Basin, including the RD1000 drainage canals, are controlled by NMWC. A permit is required from NMWC to withdraw water for construction uses from ditches and canals within the construction area.

Haul road crossings over irrigation canals must be permitted as an encroachment through NMWC facilities. Bridging is the preferred method for temporary crossings. Where culverts are proposed, temporary pipes should be sized for maximum flow rate and velocities less than two feet per second, accounting for limited submergence. In some instances, culvert crossings may not be permitted without other system upgrades due to inherent system capacity limitations and other operational limitations.

Unless otherwise approved by NMWC, all temporary culverts shall be removed after construction. Contractor shall be responsible for obtaining required permits from NMWC and scheduling the installations with NMWC. Where temporary ramps and bridges are constructed for irrigation canal crossings, access around crossings must be provided for operators, including NMWC, The Natomas Basin Conservancy, RD1000, and other agricultural operations.

Contractor shall provide specific details in advance, which will address continuity of flows during construction, anticipated maximum outage duration (if allowed), anticipated duration of use, details of erosion protection, plans for providing access for operators, and other information as requested by the Contracting Officer and NMWC. Areas disturbed by temporary facilities shall be restored to pre-construction condition to the satisfaction of the NMWC and the Contracting Officer.

The Riverside Irrigation Canal system (including associated laterals) is generally operated between April 1st and September 15th. Portions of this system are also operated intermittently year-round to maintain permanent plantings. The Contractor shall coordinate all system outages with NMWC.

System outages require significant pre-construction planning, communication with irrigation users, and preparation by NMWC operators. Temporary facilities may be required elsewhere in the system to allow for rerouting of flows and Contractor shall work with NMWC to facilitate. The Contractor shall develop specific plans for any planned system outages and obtain Contracting Officer and NMWC approval in advance of outages.

Unless specifically identified on the Plans or otherwise approved by NMWC, the Contractor shall not be permitted temporary access along the top of canal embankments, including equipment and material storage, parking, and staging. All temporary access shall be along the toe of embankments at field level. Where work encroaches upon canal embankments, the top of existing canal embankments shall be restored and re-leveled as required to provide the required freeboard above operating levels to the satisfaction of NMWC and the Contracting Officer.

Riverside Irrigation Canal

The Riverside Irrigation Canal is an existing irrigation main irrigation canal that parallels the SREL at the toe of the levee from downstream of Power Line Road to approximately I-80. The canal will be relocated landward to accommodate future levee construction activities. The canal is supplied with water from the Sacramento River at NMWC's Riverside Pumping Plant, just north of Radio Road, and re-circulated agricultural tailwater from a NMWC recirculation pump at RD1000's Pumping Plant No. 3. In addition to providing irrigation water to adjacent fields, the canal supplies lateral irrigation canals which serve properties to the east. To the extent practical, outages should be planned to occur outside of primary irrigation season. The work may be performed during peak irrigation season

DOCUMENT 00 73 05 Page 12 provided tie-ins are staged to avoid interruption of irrigation service.

Temporary piping and/or piping will be required to maintain service during tie-ins or for other outages. The Contractor shall provide temporary facilities (pumps, piping, etc.), make temporary connections, and operate the system to maintain irrigation flows. The plan for maintaining continuity of the irrigation flows during construction shall be developed by the Contractor in advance and is subject to approval by NMWC.

Irrigation Water Delivery Requirements

Contractor shall furnish, operate, and maintain temporary pumping and piping facilities as required to maintain minimum system flows as described in the following table. This table shows flows in major facilities; flow requirements for smaller lateral canals shall be a minimum of 5 cfs.

Tie-ins of temporary facilities that require short duration outages will require substantial pre-construction planning, and may require improvements and/or temporary facilities at other points in the system for rerouting flows. The table below lists the minimum flows required at the pumping plant.

Riverside Canal Minimum Required Flows from South of Plant 3 to Radio Road

Time Period Minimum flow (cfs)

April 1 - October 15 20

October 16 - March 31 0

Dates are approximate.

Riverside Canal Minimum Required Flows from South of Radio Road to Farm Road

Time Period Minimum flow (cfs)

April 1 - October 15 50

October 16 - March 31 0

Dates are approximate.

Riverside Canal Minimum Required Flows from South of Farm Road

Time Period Minimum flow (cfs)

April 1 - October 15 20

October 16 - March 31 0**

Dates are approximate.

Pumping Plant 3 Irrigation Recirculation Outage

The NCMWC owns and operates recirculation pumps located in the RD1000 Pumping Plant 3 sump. A common forebay serves the RD1000 and NCMWC pumps within the sump and is fed by the RD1000 Pumping Plant 3 Intake Channel.

Outages that require dewatering of the intake channel and sump will interrupt the NCMWC water supply. During such outages, the Contractor shall furnish, operate and maintain temporary pumping facilities as required to

DOCUMENT 00 73 05 Page 13 continue deliveries of water to the NCMWC Riverside Canal that comply with the Irrigation Water Delivery requirements described above. The temporary pumps shall discharge into the Riverside Canal on the south side of Pumping Plant 3 Intake Channel, within the concrete lined section upstream of the first control structure. The rate of flow shall be adjustable. Facilities located within Pumping Plant 3 intake channel shall be subject to the approval of its owner RD1000 (in addition to NCMWC) and shall include provisions to prevent erosion or conditions detrimental to the long term maintenance of the channel.

1.3.30 SCR-30 Provision Regarding Maintaining Minimum Flood Protection During Construction

Do not begin activities that reduce the level of flood protection, as determined by the Contracting Officer, pior to April 15 of any year.

Contractor must have all levee and pipeline improvements completed by October 31 or any year unless otherwise approved by the Contracting Officer. Do not disturb the existing levee system after October 31.

Disturbances include but is not limited to the crown access roads, ramps, pipes and/or utilities crossings, stability berms, or excavations within the limits of construction. Stockpiling suitable construction materials, tree removal, reservoir work, clearing, grubbing, and stripping operations along the landside of the levee, removal and installation of services and utilities along the landside are acceptable provided no materials are stored on the levee, on the wwaterside or within 100 feet of the existing landside levee toe.

1.3.31 SCR-31 Coordination with the Contracting Officer and Utilities Relocation

Contractor shall 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 shall 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.

1.3.32 SCR-32 Haul Routes

All haul and access routes shall be existing public roads and maintenance roads, except for restrictions noted in this section. Contractor to utilize San Juan Road and El Centro Road for all hauling activities.

Contractor to avoid Garden Highway for…