Hatch-Specificaions-Addendum Revisions.pdf

FINAL

TECHNICAL SPECIFICATIONS

FOR

Upper Rio Grande Flood Control Project –Rehabilitation Improvements for the Rio Grande Canalization Protective Levee System

Hatch Levee System From Hatch Siphon to Bignell Arroyo

Doña Ana County, New Mexico Prepared for:

United States Section, International Boundary & Water Commission

Submitted / Prepared by:

Project Manager: Daniel O. Rios Task Order Manager: James M. Sassin, PE Senior Project Manager: Michael C. Riojas

Contract No. IBM05D0001 Task Order No. IBM09T0030

November 20, 2009

ADDENDUM #1

11-20-2009 princebr james_sassin_sealsig

UPPER RIO GRANDE FLOOD CONTROL PROJECT

REHABILITATION IMPROVEMENTS FOR THE RIO GRANDE CANALIZATION

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

TABLE OF CONTENTS

USIBWC Contract No.: IBM05D0001 Page - 1

TABLE OF CONTENTS

US INTERNATIONAL BOUNDARY & WATER COMMISSION

GOVERNING SPECIFICATIONS AND PROVISIONS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SPECIFICATION 00 01 01 PROJECT TITLE

SPECIFICATION 00 01 10 TABLE OF CONTENTS

SPECIFICATION 00 01 15 LIST OF CONTRACT DRAWINGS

SPECIFICATION 00 01 20 LIST OF SCHEDULES

SPECIFICATION 00 31 19 EXISTING CONDITION INFORMATION

SPECIFICATION 00 31 21 SURVEY INFORMATION (RIGHT OF WAY)

SPECIFICATION 00 31 24 ENVIRONMENTAL ASSESSMENT INFORMATION

SPECIFICATION 00 31 26 EXISTING HAZARDOUS MATERIAL INFORMATION

SPECIFICATION 00 31 32 GEOTECHNICAL DATA

SPECIFICATION 00 31 43 PERMIT APPLICATION

SPECIFICATION 00 31 50 OTHER PROJECT INFORMATION

DIVISION 02 - EXISTING CONDITIONS

SPECIFICATION 02 02 00 EXISTING CONDITIONS & FACILITIES

DIVISION 01 - GENERAL REQUIREMENTS

SPECIFICATION 01 01 00 IDENTIFICATION OF TECHNICAL SPECIFICATIONS

SPECIFICATION 01 19 00 SCOPE OF WORK

SPECIFICATION 01 27 00 MEASUREMENT AND PAYMENT

SPECIFICATION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SPECIFICATION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

SPECIFICATION 01 33 00 SUBMITTALS

SPECIFICATION 01 39 00 SAFETY

SPECIFICATION 01 42 00 REFERENCES

SPECIFICATION 01 46 00 QUALITY CONTROL / QUALITY ASSURANCE

SPECIFICATION 01 56 00 BARRICADES AND SIGNS

SPECIFICATION 01 57 00 TEMPORARY EROSION, SEDIMENTATION AND

ENVIRONMENTAL CONTROLS

SPECIFICATION 01 59 00 TEMPORARY CONTROLS FOR WORK AREAS /

PROJECT-SPECIFIC LOCATIONS

SPECIFICATION 01 69 00 CONTROL OF MATERIALS

SPECIFICATION 01 70 00 MOBILIZATION

SPECIFICATION 01 71 00 FIELD ENGINEERING

SPECIFICATION 01 77 00 CONTRACT CLOSE-OUT

STANDARD DIVISIONS

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

TABLE OF CONTENTS

USIBWC Contract No.: IBM05D0001 Page - 2

DIVISIONS 31 / 34 - SITE GRADING

SPECIFICATION 31 11 00 PREPARING RIGHT OF WAY

SPECIFICATION 31 14 00 REMOVE / STOCKPILE EXISTING MATERIALS

SPECIFICATION 31 81 00 PROOF ROLLING

SPECIFICATION 31 92 00 VEGETATION FOR EROSION CONTROL

SPECIFICATION 34 01 00 CLEAN EXISTING CHANNEL

DIVISION 35 - WATERWAY / MARINE

SPECIFICATION 35 41 00 CONSTRUCTION OF LEVEE

SPECIFICATION 35 42 00 RIPRAP

SPECIFICATION 35 43 00 TOE DRAIN

SPECIFICATION 35 44 00 GABION

DIVISION 50 - ROADWAY CONSTRUCTION

SPECIFICATION 50 20 00 ROADWAY BASE

SPECIFICATION 50 91 00 DELINEATOR AND OBJECT MARKER

SPECIFICATION 50 94 00 PROVIDE AND INSTALL NEW TRAFFIC SIGNS

DIVISION 60 - STRUCTURES

SPECIFICATION 60 10 00 EXCAVATION AND BACKFILL FOR STRUCTURES

SPECIFICATION 60 20 00 CONCRETE STRUCTURES

SPECIFICATION 60 21 00 HYDRAULIC CEMENT CONCRETE

SPECIFICATION 60 40 00 REINFORCING STEEL

SPECIFICATION 60 41 00 STEEL STRUCTURES

SPECIFICATION 60 42 00 METAL FOR STRUCTURES

SPECIFICATION 60 45 00 GALVANIZING

SPECIFICATION 60 46 00 CLEANING AND PAINTING STEEL

SPECIFICATION 60 47 00 STRUCTURAL BOLTING

SPECIFICATION 60 48 00 STRUCTURAL FIELD WELDING

SPECIFICATION 60 64 00 PIPES

SPECIFICATION 60 65 00 MANHOLES & INLETS

SPECIFICATION 60 66 00 HDWLLS WINGWALLS

SPECIFICATION 60 68 00 SLUICE GATE

SPECIFICATION 60 69 00 SLUICE GATE MAINTENENCE

SPECIFICATION 60 96 00 REMOVING EXISTING STRUCTURES

DIVISION 90 - MISCELLANEOUS

SPECIFICATION 90 82 00 GEOTEXTILE FABRIC

SPECIAL DIVISIONS

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

TABLE OF CONTENTS

USIBWC Contract No.: IBM05D0001 Page 00.01.10 - 1

INTRODUCTORY INFORMATION 00.01.10

TABLE OF CONTENTS

US INTERNATIONAL BOUNDARY & WATER COMMISSION

GOVERNING SPECIFICATIONS AND PROVISIONS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SPECIFICATION 00 01 01 PROJECT TITLE

SPECIFICATION 00 01 10 TABLE OF CONTENTS

SPECIFICATION 00 01 15 LIST OF CONTRACT DRAWINGS

SPECIFICATION 00 01 20 LIST OF SCHEDULES

SPECIFICATION 00 31 19 EXISTING CONDITION INFORMATION

SPECIFICATION 00 31 21 SURVEY INFORMATION (RIGHT OF WAY)

SPECIFICATION 00 31 24 ENVIRONMENTAL ASSESSMENT INFORMATION

SPECIFICATION 00 31 26 EXISTING HAZARDOUS MATERIAL INFORMATION

SPECIFICATION 00 31 32 GEOTECHNICAL DATA

SPECIFICATION 00 31 43 PERMIT APPLICATION

SPECIFICATION 00 31 50 OTHER PROJECT INFORMATION

DIVISION 01 - GENERAL REQUIREMENTS

SPECIFICATION 01 01 00 IDENTIFICATION OF TECHNICAL SPECIFICATIONS

SPECIFICATION 01 19 00 SCOPE OF WORK

SPECIFICATION 01 27 00 MEASUREMENT AND PAYMENT

SPECIFICATION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SPECIFICATION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

SPECIFICATION 01 33 00 SUBMITTALS

SPECIFICATION 01 39 00 SAFETY

SPECIFICATION 01 42 00 REFERENCES

SPECIFICATION 01 46 00 QUALITY CONTROL / QUALITY ASSURANCE

SPECIFICATION 01 56 00 BARRICADES AND SIGNS

SPECIFICATION 01 57 00 TEMPORARY EROSION, SEDIMENTATION AND

ENVIRONMENTAL CONTROLS

SPECIFICATION 01 59 00 TEMPORARY CONTROLS FOR WORK AREAS /

PROJECT-SPECIFIC LOCATIONS

SPECIFICATION 01 69 00 CONTROL OF MATERIALS

SPECIFICATION 01 70 00 MOBILIZATION

SPECIFICATION 01 71 00 FIELD ENGINEERING

SPECIFICATION 01 77 00 CONTRACT CLOSE-OUT

DIVISION 02 - EXISTING CONDITIONS

SPECIFICATION 02 02 00 EXISTING CONDITIONS & FACILITIES

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

TABLE OF CONTENTS

USIBWC Contract No.: IBM05D0001 Page 00.01.10 - 2

DIVISIONS 31 / 34 - SITE GRADING

SPECIFICATION 31 11 00 PREPARING RIGHT OF WAY

SPECIFICATION 31 14 00 REMOVE / STOCKPILE EXISTING MATERIALS

SPECIFICATION 31 81 00 PROOF ROLLING

SPECIFICATION 31 92 00 VEGETATION FOR EROSION CONTROL

SPECIFICATION 34 01 00 CLEAN EXISTING CHANNEL

DIVISION 35 - WATERWAY / MARINE

SPECIFICATION 35 41 00 CONSTRUCTION OF LEVEE

SPECIFICATION 35 42 00 RIPRAP

SPECIFICATION 35 43 00 TOE DRAIN

SPECIFICATION 35 44 00 GABION

DIVISION 50 - ROADWAY CONSTRUCTION

SPECIFICATION 50 20 00 ROADWAY BASE

SPECIFICATION 50 91 00 PROVIDE AND INSTALL NEW TRAFFIC SIGNS

SPECIFICATION 50 94 00 DELINEATOR AND OBJECT MARKER

DIVISION 60 - STRUCTURES

SPECIFICATION 60 10 00 EXCAVATION AND BACKFILL FOR STRUCTURES

SPECIFICATION 60 20 00 CONCRETE STRUCTURES

SPECIFICATION 60 21 00 HYDRAULIC CEMENT CONCRETE

SPECIFICATION 60 40 00 REINFORCING STEEL

SPECIFICATION 60 41 00 STEEL STRUCTURES

SPECIFICATION 60 42 00 METAL FOR STRUCTURES

SPECIFICATION 60 45 00 GALVANIZING

SPECIFICATION 60 46 00 CLEANING AND PAINTING STEEL

SPECIFICATION 60 47 00 STRUCTURAL BOLTING

SPECIFICATION 60 48 00 STRUCTURAL FIELD WELDING

SPECIFICATION 60 64 00 REINFORCED CONCRETE PIPE

SPECIFICATION 60 65 00 MANHOLES & INLETS

SPECIFICATION 60 66 00 HDWLLS WINGWALLS

SPECIFICATION 60 68 00 SLUICE GATES

SPECIFICATION 60 69 00 SLUICE GATE MAINTENANCE

SPECIFICATION 60 96 00 REMOVING EXISTING STRUCTURES

DIVISION 90 - MISCELLANEOUS

SPECIFICATION 90 82 00 GEOTEXTILE FABRIC

SPECIAL DIVISIONS

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNEL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

LIST OF SCHEDULES

USIBWC Contract No.: IBM05D0001 Page 00.01.20 - 1

INTRODUCTORY INFORMATION 00.01.20

LIST OF SCHEDULES

1. Schedule of Submittals. For this Project, the requirements for submittals are identified on the Contract Drawings and Technical Specifications (Divisions 01, 02, 31, 34, 35, 50, 60, and 90). For this project, a schedule of submittals includes, but may not be limited to the following: (The Contractor shall refer to each Technical Specification for a full description of applicable submittals and submittal requirements.)

SPECIFICATION Submittal 01 32 00 Construction Progress Documentation Progress Schedule 01 39 00 Safety Accident Prevention Plan 01 46 00 Quality Control / Quality Assurance Contractor Quality Control Plan, Certifications for Testing Personnel

01 56 00 Barricades and Signs Traffic Control, Barricade and Signing Plans

Written Certification of Temporary Barriers

01 57 00 Temporary Erosion, Sedimentation, And Environmental Controls

FEM Qualifications

SW3P

Construction Plan 01 59 00 Temporary Controls For Work Areas / Project-Specific

Locations Staging Area Plan Layout

SW3P

Hazardous Materials Tests

Hazardous Waste Manifests 01 69 00 Control of Materials Materials Source Identification and Certifications 01 70 71 Field Engineering Survey Plan and Submittals 01 71 70 Mobilization 01 77 00 Contract Close-Out As-Built Plans, Reports, Drawings

Final Inspection / Testing Records 31 11 00 Preparing Right of Way 31 14 00 Remove / Stockpile Existing Materials 31 81 00 Proof Rolling 31 92 00 Vegetation for Erosion Control Seeding Plan/ Seeds of Designated

Plants 34 01 00 Clean Existing Channel

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNEL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

LIST OF SCHEDULES

USIBWC Contract No.: IBM05D0001 Page 00.01.20 - 2

SPECIFICATION Submittal 35 41 00 Construction Of Levee Plan of Operations, Testing Facilities, Testing Results for Classification of Fill Material, Nuclear-Density Operator

Certification, Test Results for Construction, Designs and Details for Contractor Repairs, Dewatering Controls, Excavation or Fill Support Details

Moisture Content Adjustment Plan

35 42 00 Rip Rap Geotextile Membrane Shop Drawing, Data, Product Warranty

& Certification Submittal 35 43 00 Toe Drain Manufacturer’s Literature, Samples, & Written Material Specs

Sequence of Toe Drain Installation 35 44 00 Gabion Mattress and Block Alternative Wire Fasteners

Supplier’s Certification 50 20 00 Roadway Base Test Results for Material 50 91 00 Provide and Install New Traffic Signs Manufacturer’s Certification 50 94 00 Delineator and Object Marker Assemblies Manufacturer’s Certification 60 64 00 Reinforced Concrete Pipe Manufacturer’s Compliance

Certificate for Jointing Materials 60 66 00 Headwalls and Wingwalls 60 68 00 Sluice Gates Gate and Lift Mechanism Shop

Drawings & Submittals Design Calculations

Manufacturer’s Qualifications 60 69 00 Sluice Gate Maintenance 60 80 00 Floodgate Shop Drawings, Data, Product

Warranty & Certification 60 96 00 Removing Existing Structures

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNEL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

LIST OF SCHEDULES

USIBWC Contract No.: IBM05D0001 Page 00.01.20 - 3

2. Schedule of Assemblies, Materials, and Estimated Quantities. For this Project, the schedules of assemblies, material specifications and associated estimated quantities are identified on the Contract Drawings and Technical Specifications (Divisions 01, 02, 31, 34, 35, 50, 60, and 90). Estimated quantities for each Bid Item are shown on Plan Sheet No. 4.01; and estimated quantities are also summarized by plan sheet on Plan Sheet Nos. 5.01-5.03.

-END OF SPECIFICATION-

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNEL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

LIST OF SCHEDULES

USIBWC Contract No.: IBM05D0001 Page 00.01.20 - 4

This Page Intentionally Blank

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

ENVIRONMENTAL DOCUMENT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.24 - 1

AVAILABLE INFORMATION 00.31.24

ENVIRONMENTAL DOCUMENT INFORMATION

The Project’s environmental documents can be obtained from the United States International Boundary and Water Commission (USIBWC) and are available for the Contractor to review upon request.

Final Environmental Assessment Flood Control Improvements to the Rio Grande Canalization Project, December 2007.

1. Establishing and Acquisition Authorities. Various authorities include:

• Fish and Wildlife Act of 1956 [16 U.S.C. 742f (a) (4)], [16 U.S.C. 742f(b)(1)]

• An Act Authorizing the Transfer of Certain Real Property for Wildlife, or other purposes [16

U.S.C. 667b]

• Refuge Recreation Act, as amended [16 U.S.C. 460k-1], [16 U.S.C. 460k-2]

• Migratory Bird Treaty Act [16 U.S.C. 703]

• National Wildlife Refuge System Improvement Act of 1997

Abatement and Mitigation of Excessive or Unnecessary Noise. Minimize noise throughout all phases of the Contract. Exercise particular and special efforts to avoid the creation of unnecessary noise impact on adjacent noise sensitive receptors in the placement of non-mobile equipment such as air compressors, generators, pumps, etc. Place mobile and stationary equipment to cause the least disruption of normal adjacent activities.

All equipment associated with the work must be equipped with components to suppress excessive noise and these components must be maintained in their original operating condition considering normal depreciation. Noise attenuation devices installed by the manufacturer such as mufflers, engine covers, insulation, etc. must not be removed nor rendered ineffectual nor be permitted to remain off the equipment while the equipment is in use.

Preservation of Cultural and Natural Resources and the Environment. If the Contractor initiates changes to the Contract and IBWC approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agencies.

A. Cultural Resources. Cease all work immediately if a site, building, or location of historical, archeological, educational, or scientific interest is discovered within the right of way. The site, building, or location will be investigated and evaluated by IBWC.

B. New Mexico Environmental Department for the Pollutant Discharge Elimination System Permits and Storm Water Pollution Prevention Plans (SWP3). The contractor will file the Notice of Intent (NOI) and the Notice of Termination (NOT) for work shown on the plans in the right of way.

Adhere to all requirements of the SWP3.

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

ENVIRONMENTAL DOCUMENT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.24 - 2

C. Work in Waters of the United States. For work in the right of way, the contractor will obtain any required Section 404 permits from the U.S. Army Corps of Engineers before work begins. Adhere to all agreements, mitigation plans, and standard best management practices required by the permit.

When Contractor-initiated changes in the construction method changes the impacts to waters of the U.S., obtain new or revised Section 404 permits.

D. Project-Specific Locations. For all project-specific locations (PSLs) on or off the right of way (material sources, waste sites, parking areas, storage areas, field offices, staging areas, haul roads, etc.), signing the Contract certifies compliance with all applicable laws, rules, and regulations pertaining to the preservation of cultural resources, natural resources, and the environment as issued by the following or other agencies:

• Occupational Safety and Health Administration,

• New Mexico Environmental Department,

• New Mexico Department of Transportation,

• New Mexico Commission of Public Records (Historical),

• New Mexico Energy, Minerals, and Natural Resources Department,

• New Mexico States Parks Department,

• New Mexico Department of Fish and Game,

• New Mexico-NCRS Natural Conservation Resources Service,

• U.S. Army Corps of Engineers,

• U.S. Department of Energy

• U.S. Department of Transportation,

• U.S. Environmental Protection Agency,

• U.S. Federal Emergency Management Agency, and

• U.S. Fish and Wildlife Service.

All subcontractors must also comply with applicable environmental laws, rules, regulations, and requirements in the Contract. Maintain documentation of certification activities including environmental consultant reports, Contractor documentation on certification decisions and contacts, and correspondence with the resource agencies. Provide documentation upon request.

Obtain written approval from the Engineer for all PSLs in the right of way not specifically addressed in the plans. Prepare an SWP3 for all Contractor facilities, such as asphalt or concrete plants located within IBWC right of way. Comply with all permit requirements for portable facilities, such as concrete batch plants, rock crushers, asphalt plants, etc. Address all environmental issues, such as Section 404 permits, wetland delineation, endangered species consultation requirements, or archeological and historic site impacts. Obtain all permits and clearances in advance.

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

ENVIRONMENTAL DOCUMENT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.24 - 3

2. Other considerations. The Contractor is required to adhere to the following:

(a) Ensure that all Environmental Permits, Issues, and Commitments (EPIC), which are included within the PS&E are followed and implemental to ensure potential impacts are avoided.

- END OF SPECIFICATION –

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

ENVIRONMENTAL DOCUMENT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.24 - 4

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 1

AVAILABLE INFORMATION 00.31.50

OTHER PROJECT INFORMATION

Photo 976+30.03-01: Aerial Photo of Location of Structure

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 2

Photo 976+30.03-02: Looking at end treatment, located on river side

Photo 976+30.03-03: Looking at end treatment, located on land side

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 3

Structure Recommendation Summary: The structure needs to be removed since it is heavily silted over and by removing it, the number of openings in the levee will be reduced.

(a) Structure M.P No. 88.1, Centerline Station No. 1028+91.26 (Baseline Station No. 1029+12.00; X=1344109.11, Y=617028.81) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 88.1. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has a control gate on the land side which allows it to remain closed during the event of a flood.

Figure 1028+91.26: Layout of Structure at 1028+91.26

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

976+30.03 1- 24” RCP 45° Wingwalls 45° Wingwalls 28”x28” Flap

CONDITION GOOD GOOD Fair

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 4

Photo 1028+91.26-01: Aerial Photo of Location of Structure

Photo 1028+91.26-02: Looking westward at the end treatment, located on land side

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 5

Photo 1028+91.26-03: Looking eastward at the end treatment, located on land side

Structure Recommendation Summary: The structure needs to be removed as per the USIBWC 90% Review Comment #32.

(b) Structure M.P No. 87.15, Centerline Station No. 1074+31.67 (Baseline Station No. 1074+56.00; X=1347460.05, Y=614257.28) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 87.15 Silva Wasteway. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has a control gate on the river side which allows it to remain closed during the event of a flood.

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1028+91.26 1- 24” CMP 0° Wingwalls No Outlet 24” Sluice

CONDITION Fair Frame in place but gate is missing

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 6

Figure 1074+31.67: Layout of Structure at 1074+31.67

Photo 1074+31.67-01: Aerial Photo of Location of Structure

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 7

Photo 1074+31.67-02: Looking at end treatment that connects to irrigation channel, located on land side

Photo 1074+31.67-03: Looking at broken flap gate, located on river side

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1074+31.67 1- 48” RCP 15° Wingwalls 15° Wingwalls 48” Flap

CONDITION

GOOD; Minor

Damage Broken Broken

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 8

Structure Recommendation Summary: The pipe needs to be extended and the headwall, wingwalls, and flap gate need to be replaced on the river side. The channel on the river side needs to be cleaned.

(c) Structure M.P No. 85.2, Centerline Station No. 1179+85.90 (Baseline Station No. 1180+04.00; X=1357035.42, Y=612223.05) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 85.2 Hatch Lateral No. 2. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has two control gates, one on the land side and one on the river side, which allow it to remain closed during the event of a flood.

Figure 1179+85.90: Layout of Structure at 1179+85.90

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 9

Photo 1179+85.90-01: Aerial Photo of Location of Structure

Photo 1179+85.90-02: Looking at sluice gate, located on land side

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 10

Photo 1179+85.90-03: Looking at end treatment, located on river side

Structure Recommendation Summary: The pipe needs to be extended and the headwall and flap gate need to be replaced on the river side. The channel on the river side needs to be cleaned.

(d) Structure M.P No. 82.9, Centerline Station No. 1280+20.02 (Baseline Station No. 1280+32.00; X=1366745.20, Y=611449.83) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 82.9 McCall Lateral. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river.

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1179+85.90 1- 30” RCP Headwall;

no wingwalls 0° Wingwalls 30” Sluice 36” Flap

CONDITION GOOD GOOD Fair Fair

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 11

Figure 1280+20.02: Layout of Structure at 1280+20.02

Photo 1280+20.02-01: Aerial Photo of Location of Structure

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 12

Photo 1280+20.02-02: Looking at headwall, located on river side

Structure Recommendation Summary: The structure needs to be removed since there is heavy vegetation obstructing the outlet and by removing it, the number of openings in the levee will be reduced. (Recommended by IBWC representative.)

(e) Structure M.P No. 82.1, Centerline Station No. 1342+74.21 (Baseline Station No. 1342+80.00; X=1372038.22, Y=607968.43) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 82.1 Rincon Canal. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has a control gate on the river side which allows it to remain closed during the event of a flood.

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1280+20.02 1- 36” RCP None Headwall

CONDITION

Removed by farmer

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 13

Figure 1342+74.21: Layout of Structure at 1342+74.21

Photo 1342+74.21-01: Aerial Photo of Location of Structure

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 14

Photo 1342+74.21-02: Looking at end treatment, located on land side

Photo 1342+74.21-03: Looking at end treatment, located on river side

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1342+74.21 1- 24” RCP 30° Wingwalls 30° Wingwalls 30” Flap

CONDITION GOOD GOOD GOOD

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 15

Structure Recommendation Summary: The structure needs to be removed as per the USIBWC 90% Review Comment #36.

(f) Structure M.P No. 81.95, Centerline Station No. 1352+01.00 (Baseline Station No. 1351+99.23, X=1372634.57, Y=607525.73) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 81.95. This facility is used to convey storm water runoff from the land side of the levee to the river.

Photo 1352+01.00-01: Looking at Rincon Syphon from the land side towards the river side

Photo 1352+01.00-02: Looking at Rincon Syphon from the river side towards the land side

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 16

Structure Recommendation Summary: None. (IBWC representative stated in the field that this siphon is not part of the levee system.)

(g) Structure M.P No. 81.9, Centerline Station No. 1354+89.62 (Baseline Station No. 1355+20.00, X=1372772.06, Y=607270.83) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 81.9 Rincon Canal Outfall. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has two control gates on the river side which allow it to remain closed during the event of a flood.

Figure 1354+89.62: Layout of Structure at 1354+89.62

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1352+01.00 Rincon Syphon

CONDITION

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 17

Photo 1354+89.62-01: Aerial Photo of Location of Structure

Photo 1354+89.62-02: Looking at end treatment, located on land side

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 18

Photo 1354+89.62-03: Looking at sluice gates, located on river side

Structure Recommendation Summary: The channel on both the land and river side needs to be cleaned.

(h) Structure M.P No. 80.6, Centerline Station No. 1425+47.14 (Baseline Station No. 1425+59.00, X=1377163.66, Y=602243.08) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 80.6 Hatch Drain. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has two control gates on the river side which allow it to remain closed during the event of a flood.

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1354+89.62 2- 4’x4’ MBC at 15° LFS

30°(Rt.) / 45° (Lft.) Wingwalls

30°(Rt.) / 45° (Lft.) Wingwalls 2-4’x4’ Sluice

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 19

Figure 1425+47.14: Layout of Structure at 1425+47.14

Photo 1425+47.14-01: Aerial Photo of Location of Structure

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 20

Photo 1425+47.14-02: Looking at end treatment, located on land side

Photo 1425+47.14-03: Looking at sluice gates, located on river side

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1425+47.14 2-4’x4’ MCB 30° Wingwalls 30° Wingwalls 2-4’x4’ Sluice

CONDITION

Damaged by Maintenance GOOD GOOD

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 21

Structure Recommendation Summary: The headwall and wingwalls on the land side need to be repaired. The channel on the river side needs to be cleaned.

(i) Structure M.P No. 80.3, Centerline Station No. 1446+46.25 (Baseline Station No. 1444+60.00, X=1379070.89, Y=602891.47) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 80.3 Angostura Arroyo. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has a control gate on the land side which allows it to remain closed during the event of a flood.

Figure 1446+46.25: Layout of Structure at 1446+46.25

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 22

Photo 1446+46.25-01: Aerial Photo of Location of Structure

Photo 1446+46.25-02: Looking at sluice gate, located on land side

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 23

Photo 1446+46.25-03: Looking at end treatment, located on river side

Structure Recommendation Summary: The pipe needs to be extended and the headwall and wingwalls replaced on the river side. The channel on the river side needs to be cleaned.

(j) Structure M.P No. 76.5, Centerline Station No. 1631+77.84 (Baseline Station No. 1631+74.00, X=1395739.71, Y=598294.94) This facility is Located on the Hatch Segment (West Levee) at River Mile Point 76.5 Angostura Lateral. This facility is owned by the USIBWC; and, it is used to convey storm water runoff from the land side of the levee to the river. It has a control gate on the river side which allows it to remain closed during the event of a flood.

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1446+46.25 1- 30” CMP Headwall 45° Wingwalls 32”x32” Sluice

CONDITION Fair Not Accessible Fair

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 24

Figure 1631+77.84: Layout of Structure at 1631+77.84

Photo 1631+77.84-01: Aerial Photo of Location of Structure

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 25

Photo 1631+77.84-02: Looking at end treatment, located on land side

Photo 1631+77.84-03: Looking at sluice gate, located on river side

END TREATMENT GATE

STRUCTURE

STATION

TYPE AND

SIZE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE

1631+77.84 1-4’x4’ SBC 30° Wingwalls 30° Wingwalls 4’x4’ Sluice

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

OTHER PROJECT INFORMATION

USIBWC Contract No.: IBM05D0001 Page 00.31.50 - 26

Structure Recommendation Summary: The channel on both the land and river side needs to be cleaned.

-END OF SPECIFICATION-

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

IDENTIFICATION OF TECHNICAL SPECIFICATIONS

USIBWC Contract No.: IBM05D0001 Page 01.01.00 - 1

SPECIFICATION 01.01.00

IDENTIFICATION OF TECHNICAL SPECIFICATIONS

This specification provides for the identification and introduction to the technical specifications and related information, and includes the following:

1.1 Governing Technical Specifications

1.2 Related Documents & Provisions

1.3 Provisions for Measurement and Payment

1.4 Specification / Bid Item Format and Conventions

PART 1 - GENERAL

1.1 GOVERNING TECHNICAL SPECIFICATIONS

A. All technical specifications applicable to this Contract are identified as follows:

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SPECIFICATION 00 01 01 PROJECT TITLE

SPECIFICATION 00 01 10 TABLE OF CONTENTS

SPECIFICATION 00 01 15 LIST OF CONTRACT DRAWINGS

SPECIFICATION 00 01 20 LIST OF SCHEDULES

SPECIFICATION 00 31 19 EXISTING CONDITION INFORMATION

SPECIFICATION 00 31 21 SURVEY INFORMATION (RIGHT OF WAY)

SPECIFICATION 00 31 24 ENVIRONMENTAL ASSESSMENT INFORMATION

SPECIFICATION 00 31 26 EXISTING HAZARDOUS MATERIAL INFORMATION

SPECIFICATION 00 31 32 GEOTECHNICAL DATA

SPECIFICATION 00 31 43 PERMIT APPLICATION

SPECIFICATION 00 31 50 OTHER PROJECT INFORMATION

DIVISION 01 - GENERAL REQUIREMENTS

SPECIFICATION 01 01 00 IDENTIFICATION OF TECHNICAL SPECIFICATIONS

SPECIFICATION 01 19 00 SCOPE OF WORK

SPECIFICATION 01 27 00 MEASUREMENT AND PAYMENT

SPECIFICATION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SPECIFICATION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

SPECIFICATION 01 33 00 SUBMITTALS

SPECIFICATION 01 39 00 SAFETY

SPECIFICATION 01 42 00 REFERENCES

SPECIFICATION 01 46 00 QUALITY CONTROL / QUALITY ASSURANCE

SPECIFICATION 01 56 00 BARRICADES AND SIGNS

SPECIFICATION 01 57 00 TEMPORARY EROSION, SEDIMENTATION AND

ENVIRONMENTAL CONTROLS

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

IDENTIFICATION OF TECHNICAL SPECIFICATIONS

USIBWC Contract No.: IBM05D0001 Page 01.01.00 - 2

SPECIFICATION 01 59 00 TEMPORARY CONTROLS FOR WORK AREAS /

PROJECT-SPECIFIC LOCATIONS

SPECIFICATION 01 69 00 CONTROL OF MATERIALS

SPECIFICATION 01 70 00 MOBILIZATION

SPECIFICATION 01 71 00 FIELD ENGINEERING

SPECIFICATION 01 77 00 CONTRACT CLOSE-OUT

DIVISION 02 - EXISTING CONDITIONS

SPECIFICATION 02 02 00 EXISITING CONDITIONS & FACILITIES

DIVISIONS 31 / 34 - SITE GRADING

SPECIFICATION 31 11 00 PREPARING RIGHT OF WAY

SPECIFICATION 31 14 00 REMOVE / STOCKPILE EXISTING MATERIALS

SPECIFICATION 31 81 00 PROOF ROLLING

SPECIFICATION 31 92 00 VEGETATION FOR EROSION CONTROL

SPECIFICATION 34 01 00 CLEAN EXISTING CHANNEL

DIVISION 35 - WATERWAY / MARINE

SPECIFICATION 35 41 00 CONSTRUCTION OF LEVEE

SPECIFICATION 35 42 00 RIPRAP

SPECIFICATION 35 43 00 TOE DRAIN

SPECIFICATION 35 41 20 GABION

DIVISION 50 - ROADWAY CONSTRUCTION

SPECIFICATION 50 20 00 ROADWAY BASE

SPECIFICATION 50 91 00 PROVIDE AND INSTALL NEW TRAFFIC SIGNS

SPECIFICATION 50 94 00 DELINEATOR AND OBJECT MARKER

DIVISION 60 - STRUCTURES

SPECIFICATION 60 10 00 EXCAVATION AND BACKFILL FOR STRUCTURES

SPECIFICATION 60 20 00 CONCRETE STRUCTURES

SPECIFICATION 60 21 00 HYDRAULIC CEMENT CONCRETE

SPECIFICATION 60 40 00 REINFORCING STEEL

SPECIFICATION 60 41 00 STEEL STRUCTURES

SPECIFICATION 60 42 00 METAL FOR STRUCTURES

SPECIFICATION 60 45 00 GALVANIZING

SPECIFICATION 60 46 00 CLEANING AND PAINTING STEEL

SPECIFICATION 60 47 00 STRUCTURE BOLTING

SPECIFICATION 60 48 00 STRUCTURAL FIELD WELDING

SPECIFICATION 60 64 00 REINFORCED CONCRETE PIPE

SPECIFICATION 60 65 00 MANHOLES & INLETS

SPECIFICATION 60 66 00 HDWLLS WINGWALLS

SPECIFICATION 60 68 00 SLUICE GATE

SPECIFICATION 60 69 00 SLUICE GATE MAINTENANCE

SPECIFICATION 60 96 00 REMOVING EXISTING STRUCTURES

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

IDENTIFICATION OF TECHNICAL SPECIFICATIONS

USIBWC Contract No.: IBM05D0001 Page 01.01.00 - 3

DIVISION 90 - MISCELLANEOUS

SPECIFICATION 90 82 00 GEOTEXTILE FILTER FABRIC

B. In any case where these technical specifications conflict with the Federal Acquisition Regulations (FAR), FAR requirements will take precedence. In any case where FAR requirements are more strict or impose a higher standard than these technical specifications, FAR requirements will take precedence.

1.2 RELATED DOCUMENTS & PROVISIONS

Other related documents describing the requirements for the Work to be performed include the construction drawings entitled “UPPER RIO GRANDE FLOOD CONTROL PROJECT –

REHABILITATION IMPROVEMENTS FOR THE RIO GRANDE CANALIZATION

PROTECTION LEVEE SYSTEM, HATCH LEVEE SYSTEM, FROM HATCH SIPHON TO

BIGNELL ARROYO, DONA ANA COUNTY, NEW MEXICO”, the technical specifications, and the associated provisions included in the Contract.

1.3 PROVISIONS FOR MEASUREMENT AND PAYMENT

For Work performed by the Contractor under this Contract, the identified technical specifications (as shown in paragraph 1.1 herein) are those under which payment is to be made to the Contractor.

Measurement and payment of work shall be in accordance with SPECIFICATION 01 27 00 of this Contract.

1.4 SPECIFICATION / BID ITEM FORMAT AND CONVENTIONS

A. Specification Format. The technical specifications are organized into Divisions, and identified in

Level 2 title format, using the Construction Specifications Institute’s (CSI) "MasterFormat – 2004 Edition" numbering system. For this Contract, the Divisions are grouped in two categories: (1) Standard Divisions, which are Divisions identified and defined by CSI, and (2) Special Divisions, which are Divisions that have been developed using industry standards, for some unique items of Work under this Contract.

B. Bid Item Format. Bid Items under this Contract have been derived from the governing specifications identified in paragraph 1.1 herein. Bid Items are numbered in Level 3 title format, using CSI’s “MasterFormat – 2004 Edition" numbering system. All Bid Items are identified in Section B of the Contract Provisions.

PART 2 – MATERIALS & EQUIPMENT (Not Applicable To This Specification)

PART 3 – CONSTRUCTION (Not Applicable To This Specification)

PART 4 – MEASUREMENT AND PAYMENT (Not Applicable To This Specification)

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

IDENTIFICATION OF TECHNICAL SPECIFICATIONS

USIBWC Contract No.: IBM05D0001 Page 01.01.00 - 4

- END OF SPECIFICATION –

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

SCOPE OF WORK

USIBWC Contract No.: IBM05D0001 Page 01.19.00 - 1

SPECIFICATION 01.19.00

SCOPE OF WORK

This specification includes descriptions and requirements for the following:

1.1 Related Documents

1.2 Work Covered by the Contract Documents

1.3 Sequence of Work / Time for Completion of Work

1.4 Work Under Other Contracts

1.5 Materials and Equipment

1.6 Use of Right-of-Way

1.7 Occupancy of Right-of-Way

1.8 Work Restrictions

2.0 Materials and Equipment (Not Applicable to this Specification)

3.0 Construction Methods (Not Applicable to this Specification)

4.0 Measurement and Payment (Not Applicable to this Specification)

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

The following may not include all related documents, contract clauses, & technical specifications, and does not relieve the Contractor of the responsibility of performing work associated with this specification in accordance with all terms of the Contract herein.

A. Related documents: As described in paragraph 1.2 of SPECIFICATION 01 01 00.

B. Contract: Section I “Specifications and Drawings for Construction”

C. Technical Specifications: All

1.2 WORK COVERED BY THE CONTRACT DOCUMENTS

A. Project Identification. The Project to be constructed under this Contract is identified as follows:

(1) Name of Project - “UPPER RIO GRANDE FLOOD CONTROL PROJECT, REHABILITATION OF HATCH-TONUCO LEVEE SYSTEM” and,

(2) Location of Project –Doña Ana, New Mexico.

B. General Description of Work. The Work consists of the rehabilitation of the Hatch-Tonuco Levee System, for a total reach of 13.43 miles. The majority of the proposed improvements include reconstruction of the existing earthen levee system. Major construction efforts include:

(1) Proposed Raising Existing Levee, PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

SCOPE OF WORK

USIBWC Contract No.: IBM05D0001 Page 01.19.00 - 2

(2) Proposed New Levee,

(3) Proposed Installing a Clay Cap to the Existing Levee,

(4) Proposed Floodgates, and floodwalls where shown on the plans,

(5) Various appurtenances to the levee (sluice gates, pipe crossings, connecting roadways, etc.)

are to be rehabilitated also, to accommodate the new height of the levee.

(6) New or Refurbished Road Signs.

1.3 SEQUENCE OF WORK / TIME FOR COMPLETION OF WORK

A. The Work is to be performed in sequence as shown on the plans.

B. The Work under this Contract shall be completed as follows:

All levee work, excluding maintenance of seeding shall be completed within 300 calendar days All maintenance of seeding shall be completed within 120 calendar days of completion of all other levee work.

1.4 WORK UNDER OTHER CONTRACTS

No work is anticipated to be performed at the Project site, under separate contract with other contractors, during the Contractor’s performance under this Contract.

1.5 MATERIALS AND EQUIPMENT

A. Materials Ordered in Advance. The Government has not negotiated any purchase orders in advance for suppliers of materials and equipment to be incorporated into the Work.

B. Other Government-Furnished Materials. The Government will not provide any materials for the Work.

C. Materials and Equipment to be Furnished by the Contractor.

(1) The Contractor shall provide all materials and equipment required to execute the Project.

(2) All materials provided by the Contractor for the Project shall be new or recycled, high grade, free from defects, meeting the specifications herein. Quality of the Work shall be in accordance with the specifications herein. The testing company will ensure that materials, equipment, and Work quality strictly adhere to the requirements of the Contract documents.

(3) Materials, equipment, and work quality not conforming to the requirements of these specifications shall be considered defective and will be subject to rejection. Defective

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

SCOPE OF WORK

USIBWC Contract No.: IBM05D0001 Page 01.19.00 - 3

Work material, whether in place or not, or equipment shall be removed immediately from the site by the Contractor, at its expense, when so directed by the CO.

(4) If the Contractor fails to replace any defective or damaged work, materials or equipment after receiving notice, the CO may cause such work or materials to be replaced by other forces. The replacement expense shall be deducted from the amount to be paid to the Contractor. Defective equipment will not be allowed in the performance of any work.

1.6 USE OF RIGHT-OF-WAY

The Contractor shall limit use of the right-of-way to that which is indicated in the construction drawings, so as to allow for the USIBWC’s use and occupancy. Contractor operations shall be confined to the Project site and other areas permitted and identified by the construction drawings.

Portions of the site beyond areas on which the work is to be performed are not to be disturbed. Roads serving the facility, and identified as such, shall be clear and available to the USIBWC as indicated in the construction drawings.

1.7 OCCUPANCY OF RIGHT-OF-WAY

A. Partial Government Occupancy. The Government may need to occupy the right-of-way during the entire construction period, with the exception of areas under construction. The Contractor shall cooperate with the Government during construction operations to minimize conflicts and facilitate Government access. The Contractor needs to maintain existing access to the facility, unless otherwise indicated in the construction drawings. The Contractor shall provide not less than seventy-two (72) hours notice to the Government of construction activities that will affect any Government activities.

B. Government Occupancy of Completed Areas of Construction. The Government reserves the right to occupy and to place and install equipment in completed areas of the facility, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work.

1.8 WORK RESTRICTIONS

A. On-Site Work Hours. The Contractor’s attention is directed to the Contract Provisions.

B. Irrigation Pipe. Irrigation structures are owned by others. The work to be performed on irrigation structures shall be performed in accordance with the irrigation owner’s restrictions.

C. Cutting the Levee for Structure Improvements. In some instances, the work may require cutting the levee. This Work may not be performed during hurricane season or periods of known heavy rains or flooding.

PART 2 – MATERIALS & EQUIPMENT (Not Applicable To This Specification)

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

SCOPE OF WORK

USIBWC Contract No.: IBM05D0001 Page 01.19.00 - 4

PART 3 – CONSTRUCTION METHODS (Not Applicable To This Specification)

PART 4 – MEASUREMENT AND PAYMENT (Not Applicable To This Specification)

- END OF SPECIFICATION -

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

CONSTRUCTION PROGRESS DOCUMENTATION

USIBWC Contract No.: IBM05D0001 Page 01.32.00 - 1

SPECIFICATION 01.32.00

CONSTRUCTION PROGRESS DOCUMENTATION

This specification includes administrative and procedural requirements for documenting the progress of the work as it is being performed by the Contractor, and includes the following:

1.1 Related Documents

1.2 Description / Purpose

1.3 Progress Schedule

1.4 Submittal Procedures for Progress Schedule

2.0 Materials and Equipment (Not Applicable to this Specification)

3.0 Construction Methods (Not Applicable to this Specification)

4.0 Measurement and Payment

PART 1 - GENERAL

1.1 RELATED DOCUMENTS, CONTRACT CLAUSES, & SPECIFICATIONS

The following may not include all related documents, contract clauses, & technical specifications, and does not relieve the Contractor of the responsibility of performing work associated with this specification in accordance with all terms of the Contract herein.

A. Related documents: As described in paragraph 1.2 of SPECIFICATION 01 01 00.

B. Contract: Section I “Specifications and Drawings for Construction”

C. Technical Specifications: 01 27 00 Measurement and Payment 01 31 00 Project Management and Coordination 01 33 00 Submittals 01 57 00 Temporary Erosion, Sedimentation, and Environmental

Controls Divisions 31, 33, 34, 35, 50, 60 and 90

1.2 DESCRIPTION / PURPOSE

Pursuant to the Contract Clause H.10 entitled "Construction Program," the Contractor shall prepare a Progress Schedule (PS) of construction which shall reflect completion of all work under this Contract, and shall include allotted time for related construction activities by other agencies, within the allotted construction period. This schedule shall be prepared using the Critical Path Method (CPM). The PS is required to assure adequate planning and execution of the work and to assist the Government in appraising the reasonableness of the proposed schedule and evaluating progress of the Work both before and during construction. Jobsite mobilization will not be permitted to take place by the Contractor until the PS is compliance confirmed by the Government.

1.3 QUALIFICATIONS OF SCHEDULING PERSONNEL

The Contractor shall identify a Scheduler who will be dedicated to the Project for the duration of the

PROTECTIVE LEVEE – HATCH LEVEE SYSTEM

FROM HATCH SIPHON TO BIGNELL ARROYO

Contract No. IBM05D0001 Order No. IBM09T0030

CONSTRUCTION PROGRESS DOCUMENTATION

USIBWC Contract No.: IBM05D0001 Page 01.32.00 - 2

Project. The Scheduler shall have 4 years or more of verifiable experience with Primavera Project Planner (Primavera P3), and qualifications of the Scheduler shall be submitted to the COR for compliance-confirmation. Should the Contractor require a change in Scheduler during the duration of the Project, the Contractor shall notify the Government immediately and provide qualifications of a replacement Scheduler (with 4 years or more of verifiable experience with CPM Schedules using Primavera P3) to the COR for compliance-confirmation.

1.4 PROGRESS SCHEDULE:

The PS shall include all planned work activities and sequences and show Contract completion within the number of calendar days specified. Incorporate major material procurements, known utility relocations, and other activities (submittals, review confirmation of submittals, anticipated weather delays as defined in Section J, etc.) that may affect the completion of the Contract in the PS.