The file's text, extracted by GovTribe without its formatting.
Lock and Dam 3 Upper Embankments LD3UPEMB
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00.00 13
WORK RESTRICTIONS
05/01
PART 1 GENERAL
1.1 SUBMITTALS
1.2 MEASUREMENT AND PAYMENT
1.3 GROUNDS AND ROADWAYS
1.3.1 Parking
1.3.2 Snow Removal
1.4 BLASTING
PART 2 PRODUCTS
2.1 COMPOSITE MAT
PART 3 EXECUTION
3.1 ARCHEOLOGICAL SITE
3.1.1 Site Protection
3.1.2 Site Clean Up
3.2 EXISTING UTILITIES
3.2.1 General
3.2.2 Buried Utilities
3.2.3 Interruption of Services
3.2.4 Wisconsin Diggers Hotline
3.3 PROTECTION OF TREES
3.3.1 Restoration of Damaged Trees
3.4 PROTECTION OF EAGLE NESTS
3.4.1 Protection of Eagle Nests
3.4.2 Location of Eagle Nests
3.5 SITE ACCESS RESTRICTIONS
3.6 FLOATING PLANT
3.6.1 Equipment and Personnel
3.6.2 Navigable Waters
3.6.3 Sewage and Bilge Water Disposal
-- End of Section Table of Contents --
SECTION 01 14 00.00 13 Page 1
SECTION 01 14 00.00 13
WORK RESTRICTIONS
05/01
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Composite Mat
The Contractor shall provide information for the composite mat to be used for the protection of archeological site 47PI559. The information to be provided shall include manufacturer specifications, including load design, manufacturer's experience in producing the product, and the anticipated loading to be imposed on the mats by construction equipment.
1.2 MEASUREMENT AND PAYMENT
The Contractor shall be responsible for the work of this section, without any direct compensation being made other than the payment received for contract items.
1.3 GROUNDS AND ROADWAYS
1.3.1 Parking
Contractor parking will be permitted only in the area(s) shown, including the Contractor's staging area. No parking will be allowed on the grass.
Contractor parking shall be coordinated with the Government.
1.3.2 Snow Removal
The Contractor shall be responsible for snow removal in the Contractor's access, work, and parking areas.
1.4 BLASTING
Blasting will not be permitted.
PART 2 PRODUCTS
2.1 COMPOSITE MAT
The composite mat to be used by the Contractor for protection of archeological site 47PI559 discussed in Part 3 of this section shall be standard stock from a manufacturer with a minimum of three years experience
SECTION 01 14 00.00 13 Page 2 in the production of its product. The mat to be used shall be of a design to accomodate the anticipated loading by construction equipment accessing the site without damaging the existing ground surface.
PART 3 EXECUTION
3.1 ARCHEOLOGICAL SITE
3.1.1 Site Protection
Archaeological Site 47PI559 is located at the base of the access road and north of Spot Dike J. No site work or mobilization of equipment on site shall occur until the archaeological site is protected. The area to be protected will be identified by the Contracting Officer's Representative and a District Archaeologist and reviewed during the pre-construction joint condition survey with the Contractor. Protective measures will include: 1) Tree and brush removal will be cut to ground level with no grubbing;
2)Topsoil shall not be stripped; 3)Geotextile shall placed over the existing ground surface; 4) A minimum of two feet of sand topped with interlocking composite mats with non-skid surfaces or other suitable material to absorb rutting and prevent other ground disturbing activities and compaction will placed over the archaeological site area; and 5) Placement of the protective measures will be monitored by a District Archaeologist. No work, parking, storage of equipment or disposal of materials will take place outside of the protected area.
3.1.2 Site Clean Up
After construction is complete, geotextile, sand, interlocking composite mats, and other materials used to protect the archeological site shall be removed. Removal of the protective measures will be monitored by a District Archaeologist. The portion of the area that is not covered by trail, shall be restored to its original condition, including topsoil and seeding as decribed in SECTION 32 92 19.00 13 SEEDING.
3.2 EXISTING UTILITIES
3.2.1 General
The Contractor shall coordinate all utility relocation requirements and make payment to the utility companies for all services, fees, and permits required to relocate and reestablish service. The Contractor shall be responsible for all costs related to protecting existing utilities.
3.2.2 Buried Utilities
The approximate locations of known existing buried utilities are shown on the drawings to the extent of available information at the time the drawings were prepared. (In general, no service connections are shown.)
Prior to commencing excavation, the Contractor shall accurately locate all such installations. In the event the Contractor damages any existing utility lines, report thereof shall be made immediately to the Contracting Officer. Repair of damaged utilities shall be in accordance with CLAUSE
52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS.
SECTION 01 14 00.00 13 Page 3
3.2.3 Interruption of Services
Utility services shall not be interrupted except for brief periods to facilitate cut-ins. The Contractor shall provide temporary service and shall relocate existing utilities as required to construct the work shown and insure uninterrupted service. If interruption of services is unavoidable, the Contractor shall request approval in writing at least 30 calendar days prior to the proposed interruption. This submittal shall fully describe all details of proposed interruption and the reasons why alternatives are not feasible. The Contractor shall further coordinate with the owner of the utility and notify affected consumers at least 10 calendar days in advance of interruption of services. The Contracting Officer will not in general approve proposals which require interruption of services for more than 4 continuous hours.
3.2.4 Wisconsin Diggers Hotline
For contract work performed within the State of Wisconsin, the Contractor shall meet the requirements of the Wisconsin Statute 182.0175 "Damage to Transmission Facilities. The Wisconsin Diggers Hotline notification center telephone numbers are:
Hotline 800-242-8511 Main Office 414-259-0676
3.3 PROTECTION OF TREES
Trees to be protected shall be determined and staked by the Contracting Officer. The following measures shall be implemented for tree protection and shall be addressed in the Environmental Protection Plan required under Section 01 57 20.00 13 ENVIRONMENTAL PROTECTION:
a. The trees shall be protected from wounds to the bark and foliage.
b. The critical root zone shall be protected from compaction and grading.
c. Changes in temporary site drainage and ponding shall be minimized to the extent possible that it effects the protected trees.
The critical root zone of trees designated to be protected shall be surrounded by a high visibility fence 4 feet in height, supplied and erected by the Contractor. The critical root zone shall be defined by an area extending 1.5 feet radius from each tree for each inch of Diameter at Breast Height (DBH). The fence shall be securely erected and installed prior to any movement through the project site by construction vehicles or equipment, and remain in place until construction and clean-up are completed. The critical root zone shall remain free of all construction activities including trenching, staging, stockpiling and storage of materials. Vehicles and equipment shall not drive or park within the critical root zone. Variation to the critical root zone size or configuration will only be permitted where it is absolutely necessary for construction of the project, and requires approval of the Contracting Officer. Short duration alterations of the critical root zone involving wood chips and limited equipment travel shall be submitted in writing for approval.
The Contractor shall not operate equipment in vegetated areas outside the work limits.
SECTION 01 14 00.00 13 Page 4
3.3.1 Restoration of Damaged Trees
Any existing tree designated to be protected that is damaged by the Contractor's operations shall be replaced. Trees will be considered damaged if the critical root zone in cohesive soils is compacted, if there are significant wounds that could contribute to rot, or if distress (evident by reduced growth or other observations of distress documented by a forester) is observed prior to closing the contract. Trees shall be replaced in kind on a caliper inch per caliper inch basis (DBH) (e.g. one 6-inch red oak shall be replaced with two 3-inch red oaks, three 2-inch red oaks, or six 1-inch red oaks). The Contractor shall warrent that the replacement trees remain viable and disease free for a period of not less than one year from date of acceptance of the replacement trees.
Replacement tree size and location will be determined and staked by the Contracting Officer. Repair by pruning, aeration, soil conditioning, or other recommendation from a qualified forester will be considered as substitution for replacement by the Contracting Officer.
3.4 PROTECTION OF EAGLE NESTS
3.4.1 Protection of Eagle Nests
Where and active eagle nest exists, the following applies:
a. No construction activity within 1/4 mile of an eagle nest March 1 to May 1.
b. After May 1, no construction activity within 1/8 mile of an eagle nest until the young eagles have fledged, as determined in subparagraph (c).
c. Corps, WDNR and USFWS biologists will survey the Lock and Dam 3 project area in early spring to locate actively used eagle nests.
Corps, WDNR and USFWS biologists will determine when the young eagles have fledged and the nest is no longer occupied. This usually occurs by 1 June on the Upper Mississippi River. If the young eagles have fledged and the nest is no longer occupied, construction activity can resume without limitation due to eagle nests. The Contracting Officer will notify the Contractor in writing of any determination that an eagle nest is no longer occupied. Thees with eagle nests may not be damaged or removed by construction activity, except as approved in writing by the Contracting Officer.
3.4.2 Location of Eagle Nests
The contract drawings indicate the location of eagle nests that have been sighted in recent surveys by the Government. The contract drawings also include lines delineating 1/8 mile and 1/4 mile distances from the sighted eagle nests. The eagle nests that are active change from year to year. The Corps, WDNR and USFWS will survey the construction area in the spring to identify any actively used eagle nests. If additional eagle nests are discovered prior to completion of construction and materially change the scheduling or metholology of accomplishing the contact, the Contractor may request an equitable adjustment in the contract price and schedule. Any such adjustment shall be computed in accordance with 52.243-4 CHANGES (JUN 2007).
3.5 SITE ACCESS RESTRICTIONS
Dredging to allow access to the site is not allowed.
SECTION 01 14 00.00 13 Page 5
3.6 FLOATING PLANT
3.6.1 Equipment and Personnel
Floating plant and personnel shall comply with the applicable U.S. Coast Guard regulations and licensing requirements. Floating plant equipment shall meet the applicable requirements of 46 CFR Chapter 1 Subchapter E and
46 CFR 44.05-10.
3.6.2 Navigable Waters
Floating vessels operating on the Mississippi River and its tributaries must be operated in accordance with 33 CFR 207.3, "Ohio River, Mississippi River above Cairo, Ill., and their tributaries; use, administration, and navigation."
3.6.3 Sewage and Bilge Water Disposal
The Contractor's methods for disposal of sanitary sewage, and bilge water accumulated aboard floating plant, shall meet applicable local, State, and Federal requirements.
-- End of Section --
SECTION 01 14 00.00 13 Page 6
| PROJECT TABLE OF CONTENTS |
| DIVISION 01 - GENERAL REQUIREMENTS |
| GENERAL |
| 01 00 00.00 13 - GENERAL |
| PART 1 GENERAL |
| 1.1 ORGANIZATION OF SPECIFICATIONS |
| 1.2 MEASUREMENT AND PAYMENT |
| PART 2 PRODUCTS |
| 2.1 RECYCLED/RECOVERED MATERIALS |
| PART 3 EXECUTION |
| 3.1 DISPOSAL OF DEBRIS AND WASTE |
| 3.1.1 Burning |
| 3.1.2 Disposal offsite for useful purposes |
| 3.1.3 Disposal in a locally operated sanitary landfill |
| 3.1.4 Disposal of Solid Construction Debris and Waste |
| 3.2 SCHEDULING |
| 3.2.1 General |
| 3.2.2 Notification |
| 3.2.3 Lock and Dam Operations |
| 3.3 OTHER CONTRACTS |
| 3.3.1 Mechanical Dredging |
| 3.3.2 Corps Island Unloading |
| 3.3.3 Hydraulic Maintenance Dredging |
| WORK RESTRICTIONS |
| 01 14 00.00 13 - WORK RESTRICTIONS |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 MEASUREMENT AND PAYMENT |
| 1.3 GROUNDS AND ROADWAYS |
| 1.3.1 Parking |
| 1.3.2 Snow Removal |
1.4 BLASTING
| PART 2 PRODUCTS |
| 2.1 COMPOSITE MAT |
| PART 3 EXECUTION |
| 3.1 ARCHEOLOGICAL SITE |
| 3.1.1 Site Protection |
| 3.1.2 Site Clean Up |
| 3.2 EXISTING UTILITIES |
| 3.2.1 General |
| 3.2.2 Buried Utilities |
| 3.2.3 Interruption of Services |
| 3.2.4 Wisconsin Diggers Hotline |
| 3.3 PROTECTION OF TREES |
| 3.3.1 Restoration of Damaged Trees |
| 3.4 PROTECTION OF EAGLE NESTS |
| 3.4.1 Protection of Eagle Nests |
| 3.4.2 Location of Eagle Nests |
| 3.5 SITE ACCESS RESTRICTIONS |
| 3.6 FLOATING PLANT |
| 3.6.1 Equipment and Personnel |
| 3.6.2 Navigable Waters |
| 3.6.3 Sewage and Bilge Water Disposal |
| MEASUREMENT AND PAYMENT |
| 01 22 00.00 13 - MEASUREMENT AND PAYMENT |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 COMPENSATION |
| 1.3 APPROVAL OF MATERIALS OR ALTERNATES |
| 1.4 QUANTITY SURVEYS |
| 1.5 MEASUREMENT BY WEIGHT |
| 1.6 MEASUREMENT UNITS |
| 1.7 LUMP SUM PAYMENT ITEMS |
| 1.7.1 Stripping |
| 1.7.2 Clearing and Grubbing |
| 1.7.3 Protection for Cultural Resource |
| 1.7.4 Contractor Haul Road |
| 1.7.5 Control Structure |
| 1.7.6 Topsoil & Seeding |
| 1.8 UNIT PRICE PAYMENT ITEMS |
| 1.8.1 Excavation |
| 1.8.1.1 Payment |
| 1.8.1.2 Measurement |
| 1.8.1.3 Unit of Measure |
| 1.8.2 Geotextile |
| 1.8.2.1 Payment |
| 1.8.2.2 Measurement |
| 1.8.3 Aggregate Surface Material for Minimum Access Trail Section and Spot |
| 1.8.3.1 Payment |
| 1.8.3.2 Measurement |
| 1.8.4 Breaker Rock for Minimum Access Trail Section |
| 1.8.4.1 Payment |
| 1.8.4.2 Measurement |
| 1.8.5 24" and 36" Riprap |
| 1.8.5.1 Payment |
| 1.8.5.2 Measurement |
| 1.8.6 B2 Bedding |
| 1.8.6.1 Payment |
| 1.8.6.2 Measurement |
| 1.8.7 Sheet Pile |
| 1.8.7.1 Payment |
| 1.8.7.2 Measurement |
| 1.8.8 Vehicle Gates |
| 1.8.8.1 Payment |
| 1.8.8.2 Measurement |
| PART 2 PRODUCTS Not Applicable |
| PART 3 EXECUTION Not Applicable |
| PROJECT SCHEDULE |
| 01 32 01.00 13 - PROJECT SCHEDULE |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 QUALIFICATIONS |
| PART 2 PRODUCTS |
| 2.1 COMPUTER SOFTWARE REQUIREMENTS |
| PART 3 EXECUTION |
| 3.1 GENERAL |
| 3.2 BASIS FOR PAYMENT |
| 3.3 SOFTWARE |
| 3.3.1 Use of the Critical Path Method |
| 3.3.2 Level of Detail Required |
| 3.3.2.1 Activity Durations |
| 3.3.2.2 Procurement Activities |
| 3.3.2.3 Critical Activities |
| 3.3.2.4 Government Activities |
| 3.3.2.5 Responsibility |
| 3.3.2.6 Feature of Work |
| 3.3.3 Scheduled Project Completion |
| 3.3.3.1 Constraint of Last Activity |
| 3.3.3.2 Early Project Completion |
| 3.3.4 Interim Completion Dates |
| 3.3.5 Default Progress Data Disallowed |
| 3.3.6 Out-of-Sequence Progress |
| 3.3.7 Extended Non-Work Periods |
| 3.3.8 Negative Lags |
| 3.4 PROJECT SCHEDULE SUBMISSIONS |
| 3.4.1 Initial Project Schedule Submission |
| 3.4.2 Periodic Updates |
| 3.4.3 Standard Activity Coding Dictionary |
| 3.5 SUBMISSION REQUIREMENTS |
| 3.5.1 Earnings Report |
| 3.5.2 Network Diagram |
| 3.6 PERIODIC PROGRESS MEETINGS |
| 3.6.1 Meeting Attendance |
| 3.6.2 Update Submission Following Progress Meeting |
| 3.6.3 Progress Meeting Contents |
| 3.7 REQUESTS FOR TIME EXTENSIONS |
| 3.7.1 Justification of Delay |
| 3.7.2 Submission Requirements |
| 3.8 DIRECTED CHANGES |
| 3.9 OWNERSHIP OF FLOAT |
| SUBMITTAL PROCEDURES |
| 01 33 00 - SUBMITTAL PROCEDURES |
| PART 1 GENERAL |
| 1.1 SUBMITTAL IDENTIFICATION |
| 1.2 SUBMITTAL CLASSIFICATION |
| 1.2.1 Government Approved |
| 1.2.2 Information Only |
| 1.3 APPROVED SUBMITTALS |
| 1.4 DISAPPROVED SUBMITTALS |
| 1.5 WITHHOLDING OF PAYMENT |
| 1.6 MEASUREMENT AND PAYMENT |
| PART 2 PRODUCTS Not Applicable |
| PART 3 EXECUTION |
| 3.1 GENERAL |
| 3.2 SUBMITTAL REGISTER ENG FORM 4288 |
| 3.3 SCHEDULING |
| 3.4 TRANSMITTAL FORM ENG FORM 4025 |
| 3.5 SUBMITTAL PROCEDURE |
| 3.5.1 Submittal Copies |
| 3.5.2 Schedule |
| 3.5.3 Shop Drawings |
| 3.5.4 Warranties |
| 3.5.5 Deviations |
| 3.6 CONTROL OF SUBMITTALS |
| 3.7 GOVERNMENT APPROVED SUBMITTALS |
| 3.8 INFORMATION ONLY SUBMITTALS |
| 3.9 STAMPS |
| SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS |
| 01 35 29.00 13 - SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DEFINITIONS |
| 1.4 REGULATORY REQUIREMENTS |
| 1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS |
| 1.5.1 Personnel Qualifications |
| 1.5.1.1 Site Safety and Health Officer SSHO |
| 1.5.1.2 Crane Operators |
| 1.5.2 Personnel Duties |
| 1.5.2.1 Site Safety and Health Officer SSHOSuperintendent |
| 1.5.3 Meetings |
| 1.5.3.1 Preconstruction Conference |
| 1.5.3.2 Safety Meetings |
| 1.6 ACCIDENT PREVENTION PLAN APP |
| 1.6.1 EM 385-1-1 Contents |
| 1.7 ACTIVITY HAZARD ANALYSIS AHA |
| 1.8 DISPLAY OF SAFETY INFORMATION |
| 1.9 SITE SAFETY REFERENCE MATERIALS |
| 1.10 EMERGENCY MEDICAL TREATMENT |
| 1.11 REPORTS |
| 1.11.1 Accident Reports |
| 1.11.2 Monthly Exposure Reports |
| 1.11.3 Crane Reports |
| 1.11.4 Certificate of Compliance |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 CONSTRUCTION AND/OR OTHER WORK |
| 3.1.1 Hazardous Material Exclusions |
| 3.1.2 Unforeseen Hazardous Material |
| 3.2 PRE-OUTAGE COORDINATION MEETING |
| 3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM |
| 3.3.1 Training |
| 3.3.2 Fall Protection Equipment and Systems |
| 3.3.2.1 Personal Fall Arrest Equipment |
| 3.3.3 Existing Anchorage |
| 3.3.4 Horizontal Lifelines |
| 3.3.5 Guardrails and Safety Nets |
| 3.3.6 Rescue and Evacuation Procedures |
| 3.4 EQUIPMENT |
| 3.4.1 Material Handling Equipment |
| 3.4.2 Weight Handling Equipment |
| 3.5 EXCAVATIONS |
| 3.5.1 Utility Locations |
| 3.5.2 Utility Location Verification |
| 3.5.3 Shoring Systems |
| 3.5.4 Trenching Machinery |
| 3.6 UTILITIES WITHIN CONCRETE SLABS |
| 3.7 ELECTRICAL |
| 3.7.1 Conduct of Electrical Work |
| 3.7.2 Portable Extension Cords |
| WISCONSIN POLLUTANT DISCHARGE ELIMINATION SYSTEM |
| 01 41 26.00 13 - WISCONSIN POLLUTANT DISCHARGE ELIMINATION SYSTEM |
| PART 1 GENERAL |
| 1.1 GENERAL |
| 1.1.1 Definitions |
| 1.1.2 Contract Drawings |
| 1.2 REFERENCES |
| 1.3 SUBMITTALS |
| 1.4 PERMIT COMPLIANCE AND ADDITIONAL REQUIREMENTS |
| 1.4.1 Schedule |
| 1.4.2 Construction Site Erosion Control Plan |
| 1.4.3 Notice of Intent NOI |
1.5 MEASUREMENT AND PAYMENT
| PART 2 PRODUCTS |
| 2.1 SILT FENCE |
| 2.2 STRAW BALES |
| 2.3 OTHER PRODUCTS |
| PART 3 EXECUTION |
| 3.1 IMPLEMENTATION |
| 3.2 MAINTENANCE |
| 3.3 RECORDS |
| 3.4 ATTACHMENTS |
| SOURCES FOR REFERENCE PUBLICATIONS |
| 01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 ORDERING INFORMATION |
| QUALITY CONTROL SYSTEM QCS |
| 01 45 02.00 10 - QUALITY CONTROL SYSTEM QCS |
| PART 1 GENERAL |
| 1.1 GENERAL |
| 1.1.1 Correspondence and Electronic Communications |
| 1.1.2 Other Factors |
| 1.2 QCS SOFTWARE |
| 1.3 SYSTEM REQUIREMENTS |
| 1.4 RELATED INFORMATION |
| 1.4.1 QCS User Guide |
| 1.4.2 Contractor Quality ControlCQC Training |
| 1.5 CONTRACT DATABASE |
| 1.6 DATABASE MAINTENANCE |
| 1.6.1 Administration |
| 1.6.1.1 Contractor Information |
| 1.6.1.2 Subcontractor Information |
| 1.6.1.3 Correspondence |
| 1.6.1.4 Equipment |
| 1.6.1.5 Management Reporting |
| 1.6.2 Finances |
| 1.6.2.1 Pay Activity Data |
| 1.6.2.2 Payment Requests |
| 1.6.3 Quality Control QC |
| 1.6.3.1 Daily Contractor Quality Control CQC Reports. |
| 1.6.3.2 Deficiency Tracking. |
| 1.6.3.3 Three-Phase Control Meetings |
| 1.6.3.4 Accident/Safety Tracking. |
| 1.6.3.5 Features of Work |
| 1.6.3.6 QC Requirements |
| 1.6.4 Submittal Management |
| 1.6.5 Schedule |
| 1.6.6 Import/Export of Data |
| 1.7 IMPLEMENTATION |
| 1.8 DATA SUBMISSION VIA CD-ROM |
| 1.8.1 File Medium |
| 1.8.2 CD-ROM Labels |
| 1.8.3 File Names |
| 1.9 MONTHLY COORDINATION MEETING |
| 1.10 NOTIFICATION OF NONCOMPLIANCE |
| CONTRACTOR QUALITY CONTROL |
| 01 45 04.00 13 - CONTRACTOR QUALITY CONTROL |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY CONTROL ORGANIZATION |
| 1.3.1 Personnel Requirements |
| 1.3.2 CQC System Manager |
| 1.3.3 Additional Requirement |
| 1.3.4 Organizational Changes |
1.4 PAYMENT
| PART 2 PRODUCTS Not Applicable |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 QUALITY CONTROL PLAN |
| 3.2.1 General |
| 3.2.2 Content of the CQC Plan |
| 3.2.3 Acceptance of Plan |
| 3.2.4 Notification of Changes |
| 3.3 COORDINATION MEETING |
| 3.4 SUBMITTALS AND DELIVERABLES |
| 3.5 CONTROL |
| 3.5.1 Preparatory Phase |
| 3.5.2 Initial Phase |
| 3.5.3 Follow-up Phase |
| 3.5.4 Additional Preparatory and Initial Phases |
| 3.6 TESTS |
| 3.6.1 Testing Procedure |
| 3.6.2 Testing Laboratories |
| 3.6.2.1 Capability Check |
| 3.6.2.2 Capability Recheck |
| 3.6.3 Onsite Laboratory |
| 3.6.4 Furnishing or Transportation of Samples for Testing |
| 3.7 COMPLETION INSPECTION |
| 3.7.1 Punch-Out Inspection |
| 3.7.2 Pre-Final Inspection |
| 3.7.3 Final Acceptance Inspection |
| 3.8 DOCUMENTATION |
| 3.9 NOTIFICATION OF NONCOMPLIANCE |
| TEMPORARY CONSTRUCTION FACILITIES |
| 01 50 02.00 13 - TEMPORARY CONSTRUCTION FACILITIES |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 GROUNDS AND ROADWAYS |
| 1.2.1 Availability of Grounds |
| 1.2.2 Drainage Facilities |
| 1.3 PAVEMENT REMOVAL AND REPLACEMENT |
| 1.4 AVAILABILITY AND USE OF UTILITY SERVICES |
| 1.4.1 Temporary Electrical Facilities |
| 1.4.2 Sanitation |
| 1.4.3 Telephone |
| 1.5 PROTECTION AND MAINTENANCE OF TRAFFIC |
| 1.5.1 Off-Site Haul routes |
| 1.5.2 On-Site Haul Roads |
| 1.5.3 Barricades |
| 1.6 CONTRACTOR'S TEMPORARY FACILITIES |
| 1.6.1 Administrative Field Offices |
| 1.6.2 Staging Area |
| 1.7 PLANT COMMUNICATION |
| 1.8 TEMPORARY PROJECT SAFETY FENCING |
| PART 2 PRODUCTS |
| 2.1 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN |
| 2.1.1 Bulletin Board |
| 2.1.2 Project and Safety Signs |
| 2.2 GOVERNMENT FIELD OFFICE |
| 2.2.1 Location |
| 2.2.2 Construction. |
| 2.2.3 Utilities. |
| 2.2.4 Furnishings. |
| 2.2.5 Furniture |
| 2.2.6 Office Equipment |
| 2.2.7 Maintenance. |
| PART 3 EXECUTION |
| 3.1 MAINTENANCE OF GROUNDS |
| 3.2 CLEANUP |
| 3.3 RESTORATION OF STORAGE AND WORK AREAS |
| ENVIRONMENTAL PROTECTION |
| 01 57 20.00 13 - ENVIRONMENTAL PROTECTION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Environmental Pollution and Damage |
| 1.2.2 Environmental Protection |
| 1.2.3 Contractor Generated Hazardous Waste |
| 1.2.4 Land Application for Discharge Water |
| 1.2.5 Pesticide |
| 1.2.6 Pests |
| 1.2.7 Surface Discharge |
| 1.2.8 Waters of the United States |
| 1.2.9 Wetlands |
| 1.3 GENERAL REQUIREMENTS |
| 1.4 SUBCONTRACTORS |
| 1.5 PAYMENT |
| 1.6 SUBMITTALS |
| 1.7 ENVIRONMENTAL PROTECTION PLAN |
| 1.7.1 Compliance |
| 1.7.2 Contents |
| 1.7.3 Appendix |
| 1.8 PROTECTION FEATURES |
| 1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS |
| 1.10 NOTIFICATION |
| PART 2 PRODUCTS NOT USED |
| PART 3 EXECUTION |
| 3.1 PERMITS |
| 3.2 LAND RESOURCES |
| 3.2.1 Work Area Limits |
| 3.2.2 Landscape |
| 3.2.3 Erosion and Sediment Controls |
| 3.2.4 Contractor Facilities and Work Areas |
| 3.3 WATER RESOURCES |
| 3.3.1 Cofferdams, Diversions, and Dewatering Operations |
| 3.3.2 Stream Crossings |
| 3.3.3 Wetlands |
| 3.4 AIR RESOURCES |
| 3.4.1 Particulates |
| 3.4.2 Odors |
| 3.4.3 Sound Intrusions |
| 3.5 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL |
| 3.5.1 Solid Wastes |
| 3.5.2 Chemicals and Chemical Wastes |
| 3.5.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials |
| 3.5.4 Fuel and Lubricants |
| 3.5.5 Waste Water |
| 3.6 RECYCLING AND WASTE MINIMIZATION |
| 3.7 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES |
| 3.8 BIOLOGICAL RESOURCES |
| 3.9 PESTICIDES |
| 3.9.1 Pesticide Delivery and Storage |
| 3.9.2 Qualifications |
| 3.9.3 Pesticide Handling Requirements |
| 3.9.4 Application |
| 3.10 PREVIOUSLY USED EQUIPMENT |
| 3.11 MAINTENANCE OF POLLUTION FACILITIES |
| 3.12 TRAINING OF CONTRACTOR PERSONNEL |
| 3.13 POST CONSTRUCTION CLEANUP |
| CONTRACTOR SURVEYS |
| 01 71 23.00 13 - CONTRACTOR SURVEYS |
| PART 1 GENERAL |
| PART 2 PRODUCTS NOT APPLICABLE |
| PART 3 EXECUTION |
| 3.1 FIELD LAYOUT SURVEYS |
| 3.1.1 Alignment Changes |
3.2 QUANTITY SURVEYS FOR MEASUREMENT AND PAYMENT
| CLOSEOUT SUBMITTALS |
| 01 78 02.00 10 - CLOSEOUT SUBMITTALS |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 AS-BUILT DRAWINGS |
| 1.3 CONTRACTOR RECORD DRAWINGS |
| 1.3.1 Changes and Corrections |
| 1.3.2 Drawing Standards |
1.4 PAYMENT
| PART 2 PRODUCTS NOT USED |
| PART 3 EXECUTION NOT USED |
| DIVISION 03 - CONCRETE |
| STRUCTURAL CONCRETE FORMWORK |
| 03 11 13.00 10 - STRUCTURAL CONCRETE FORMWORK |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DESIGN REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 STORAGE AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 FORM MATERIALS |
| 2.1.1 Forms For Class C Finish |
| 2.1.2 Form Ties |
| 2.1.3 Form Releasing Agents |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Formwork |
| 3.2 CHAMFERING |
| 3.3 COATING |
| 3.4 FORM REMOVAL |
| 3.5 TABLE 1: TOLERANCES FOR FORMED SURFACES |
| CONCRETE REINFORCEMENT |
| 03 20 01.00 10 - CONCRETE REINFORCEMENT |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 WELDING |
| 1.4 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 FABRICATED BAR MATS |
| 2.2 WIRE TIES |
| 2.3 SUPPORTS |
| PART 3 EXECUTION |
| 3.1 REINFORCEMENT |
| 3.1.1 Placement |
| 3.1.2 Splicing |
| CAST-IN-PLACE STRUCTURAL CONCRETE |
| 03 31 00.00 10 - CAST-IN-PLACE STRUCTURAL CONCRETE |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 LUMP SUM CONTRACT |
| 1.3 SUBMITTALS |
| 1.4 QUALIFICATIONS |
| 1.5 GENERAL REQUIREMENTS |
| 1.6 Tolerances |
| 1.6.1 Strength Requirements and w/c Ratio |
| 1.6.1.1 Strength Requirements |
| 1.6.2 Air Entrainment |
| 1.6.3 Slump |
| 1.6.4 Concrete Temperature |
| 1.6.5 Size of Coarse Aggregate |
| 1.6.6 Special Properties and Products |
| 1.7 MIXTURE PROPORTIONS |
| 1.7.1 Proportioning Studies for Normal Weight Concrete |
| 1.7.2 Proportioning Studies for Flexural Strength Concrete |
| 1.7.3 Average Compressive Strength Required for Mixtures |
| 1.7.3.1 Computations from Test Records |
| 1.7.3.2 Computations without Previous Test Records |
1.7.4 Average Flexural Strength Required for Mixtures
| 1.8 STORAGE OF MATERIALS |
| 1.9 GOVERNMENT ASSURANCE INSPECTION AND TESTING |
| 1.9.1 Materials |
| 1.9.2 Fresh Concrete |
| 1.9.3 Hardened Concrete |
| 1.9.4 Inspection |
| PART 2 PRODUCTS |
| 2.1 CEMENTITIOUS MATERIALS |
| 2.1.1 Portland Cement |
| 2.1.2 High-Early-Strength Portland Cement |
| 2.1.3 Pozzolan Fly Ash |
| 2.2 AGGREGATES |
| 2.2.1 Fine Aggregate |
| 2.2.2 Coarse Aggregate |
| 2.3 CHEMICAL ADMIXTURES |
| 2.3.1 Air-Entraining Admixture |
| 2.3.2 Accelerating Admixture |
| 2.3.3 Water-Reducing or Retarding Admixture |
| 2.3.4 High-Range Water Reducer |
| 2.3.5 Surface Retarder |
| 2.3.6 Expanding Admixture |
| 2.3.7 Other Chemical Admixtures |
| 2.4 CURING MATERIALS |
| 2.4.1 Impervious-Sheet |
| 2.4.2 Membrane-Forming Compound |
| 2.4.3 Burlap and Cotton Mat |
| 2.5 WATER |
| 2.6 NONSHRINK GROUT |
| 2.7 LATEX BONDING AGENT |
| 2.8 EPOXY RESIN |
| 2.9 JOINT MATERIALS |
| 2.9.1 Joint Fillers, Sealers, and Waterstops |
| PART 3 EXECUTION |
| 3.1 DEWATERING |
| 3.1.1 Design |
| 3.1.2 Regulations |
| 3.2 PREPARATION FOR PLACING |
| 3.2.1 Concrete on Earth Foundations |
| 3.3 CONCRETE PRODUCTION |
| 3.3.1 Batching, Mixing, and Transporting Concrete |
| 3.3.2 General |
| 3.4 CONVEYING CONCRETE ON SITE |
| 3.4.1 Buckets |
| 3.4.2 Transfer Hoppers |
| 3.4.3 Trucks |
| 3.4.4 Chutes |
| 3.4.5 Belt Conveyors |
| 3.4.6 Concrete Pumps |
| 3.5 PLACING CONCRETE |
| 3.5.1 Depositing Concrete |
| 3.5.2 Consolidation |
| 3.5.3 Cold Weather Requirements |
| 3.5.4 Hot Weather Requirements |
| 3.5.5 Prevention of Plastic Shrinkage Cracking |
| 3.6 JOINTS |
| 3.6.1 Construction Joints |
| 3.6.2 Expansion Joints |
| 3.7 FINISHING FORMED SURFACES |
| 3.7.1 Class C and Class D Finish |
| 3.8 REPAIRS |
| 3.8.1 Damp-Pack Mortar Repair |
| 3.8.2 Repair of Major Defects |
| 3.8.2.1 Surface Application of Mortar Repair |
| 3.8.2.2 Repair of Deep and Large Defects |
| 3.9 FINISHING UNFORMED SURFACES |
| 3.9.1 General |
| 3.9.2 Rough Slab Finish |
| 3.10 CURING AND PROTECTION |
| 3.10.1 General |
| 3.10.2 Moist Curing |
| 3.10.3 Membrane Forming Curing Compounds |
| 3.10.4 Impervious Sheeting |
| 3.10.5 Cold Weather Curing and Protection |
| 3.11 SETTING BASE PLATES AND BEARING PLATES |
| 3.11.1 Damp-Pack Bedding Mortar |
| 3.11.2 Nonshrink Grout |
| 3.11.2.1 Mixing and Placing of Nonshrink Grout |
| 3.11.2.2 Treatment of Exposed Surfaces |
| 3.12 TESTING AND INSPECTION FOR CONTRACTOR QUALITY CONTROL |
| 3.12.1 Grading and Corrective Action |
| 3.12.1.1 Fine Aggregate |
| 3.12.1.2 Coarse Aggregate |
| 3.12.2 Quality of Aggregates |
| 3.12.3 Scales, Batching and Recording |
| 3.12.4 Batch-Plant Control |
| 3.12.5 Concrete Mixture |
| 3.12.6 Inspection Before Placing |
| 3.12.7 Placing |
| 3.12.8 Vibrators |
| 3.12.9 Curing Inspection |
| 3.12.10 Cold-Weather Protection |
| 3.12.11 Mixer Uniformity |
| 3.12.12 Reports |
3.13 FLOWABLE CEMENTITIOUS FILL
| DIVISION 05 - METALS |
| METAL: MISCELLANEOUS AND FABRICATIONS |
| 05 50 00 - METAL: MISCELLANEOUS AND FABRICATIONS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DETAIL DRAWINGS |
| 1.4 QUALIFICATION OF WELDERS AND WELDING OPERATORS |
| 1.5 DELIVERY, STORAGE, AND PROTECTION |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Materials Orders |
| 2.1.2 Materials List |
| 2.1.3 Shipping Bill |
| 2.1.4 Structural Carbon Steel |
| 2.1.5 Structural Tubing |
| 2.1.6 Steel Pipe and Pipe Fittings |
| 2.1.7 Welding Electrodes |
| 2.1.8 Aluminum |
| 2.1.9 Rubber Seal Pad and Adhesive |
| 2.1.10 Anchor Bolts |
| 2.1.10.1 Bolts, Nuts, Studs and Rivets |
| 2.1.10.2 Powder Driven Fasteners |
| 2.1.10.3 Washers |
2.1.11 Metal Sheet Piling
| 2.2 FABRICATION |
| 2.2.1 Structural Fabrication |
| 2.2.1.1 Dimensional Tolerances for Structural Work |
| 2.2.1.2 Structural Steel Fabrication |
| 2.2.1.3 Structural Aluminum Fabrication |
| 2.2.2 Welding |
| 2.2.2.1 Welding of Structural Steel |
| 2.2.2.2 Welding of Aluminum |
| 2.2.2.3 Welding of Steel Studs |
| 2.2.3 Bolted Connections |
| 2.2.3.1 Bolted Structural Steel Connections |
| 2.2.3.2 Bolted Aluminum Connections |
| 2.2.4 Machine Work |
| 2.2.4.1 Finished Surfaces |
| 2.2.4.2 Unfinished Surfaces |
| 2.3 FABRICATION FINISHES |
| 2.3.1 Galvanizing |
| 2.3.2 Galvanize |
| 2.3.3 Repair of Zinc-Coated Surfaces |
| 2.3.4 Shop Cleaning and Painting |
| 2.4 VEHICLE GATE |
| 2.5 MISCELLANEOUS PLATES AND SHAPES |
| 2.6 SAFETY CHAINS |
| 2.7 STOPLOG GROOVES AND SILLS |
| 2.8 STOPLOG HOOKS |
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION REQUIREMENTS |
| 3.2 WORKMANSHIP |
| 3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS |
| 3.4 BUILT-IN WORK |
| 3.5 WELDING |
| 3.6 FINISHES |
| 3.6.1 Dissimilar Materials |
| 3.6.2 Field Preparation |
| 3.6.3 Environmental Conditions |
| 3.6.4 Aluminum Finishes |
| 3.7 SHEETPILE INSTALLATION |
| 3.7.1 Placing and Driving |
| 3.7.1.1 Placing |
| 3.7.1.2 Driving |
| 3.7.2 Cutting |
| 3.7.3 Inspection of Driven Piling |
| 3.8 PROTECTION OF FINISHED WORK |
| 3.8.1 Machined Surfaces |
| 3.8.2 Galvanized Surfaces |
| 3.8.3 Aluminum |
| DIVISION 31 - EARTHWORK |
| CLEARING AND GRUBBING |
| 31 11 00 - CLEARING AND GRUBBING |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| PART 2 PRODUCTS Not Applicable |
| PART 3 EXECUTION |
| 3.1 PROTECTION |
| 3.1.1 Roads and Walks |
| 3.1.2 Trees, Shrubs, and Existing Facilities |
| 3.1.3 Archeological Site |
| 3.2 CLEARING |
| 3.3 TREE REMOVAL |
| 3.4 GRUBBING |
| 3.5 DISPOSAL OF MATERIALS |
| 3.5.1 Nonsaleable Materials |
| 3.5.1.1 ACCEPTANCE |
| METAL SHEET PILING |
| 31 41 16 - METAL SHEET PILING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 METAL SHEET PILING |
| 2.1.1 General Requirements |
| 2.2 APPURTENANT METAL MATERIALS |
| 2.3 TESTS, INSPECTIONS, AND VERIFICATIONS |
| 2.3.1 Materials Tests |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Pile Driving Equipment |
| 3.1.1.1 Driving Hammers |
| 3.1.2 Placing and Driving |
| 3.1.2.1 Placing |
| 3.1.2.2 Driving |
| 3.1.3 Cutting-Off and Splicing |
| 3.1.4 Inspection of Driven Piling |
| 3.1.5 Pulling and Redriving |
3.2 INSTALLATION RECORDS
| DIVISION 32 - EXTERIOR IMPROVEMENTS |
| SEEDING |
| 32 92 19.00 13 - SEEDING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, INSPECTION, STORAGE, AND HANDLING |
| 1.3.1 Inspection |
| 1.3.2 Storage |
| 1.3.3 Handling |
| 1.3.4 Soil Amendments |
| PART 2 PRODUCTS |
| 2.1 SEED |
| 2.1.1 Seed Classification |
| 2.1.2 Permanent Seed Species and Mixtures |
| 2.1.3 Seeding Rates |
| 2.1.4 Temporary Seed Species |
| 2.1.5 Quality |
| 2.2 MULCH |
| 2.2.1 Straw Mulch |
| 2.3 WATER |
| 2.4 SPECIAL SEEDING AND MULCHING EQUIPMENT |
| 2.4.1 Equipment |
| 2.4.2 Seed Mix |
| PART 3 EXECUTION |
| 3.1 INSTALLING SEED |
| 3.1.1 Preparation |
| 3.1.2 Notification |
| 3.1.3 Seeding Time |
| 3.1.4 Seeding Conditions |
| 3.2 SEEDING |
| 3.2.1 Equipment |
| 3.2.2 Broadcast Seeding |
| 3.2.3 Drill Seeding |
| 3.2.4 Hydroseeding |
| 3.2.5 Mulching |
| 3.2.5.1 Hay or Straw Mulch |
| 3.2.5.2 Mechanical Anchor |
3.2.6 Initial Watering
| 3.3 RESTORATION AND CLEAN UP |
| 3.4 MAINTENANCE |
| 3.4.1 Maintenance Watering |
| 3.4.2 Mowing |
| 3.4.3 General Maintenance |
| 3.4.3.1 Repair or Reinstall |
3.4.4 Maintenance Record
| 3.5 ACCEPTANCE |
| 3.6 SURFACE EROSION CONTROL |
| DIVISION 33 - UTILITIES |
| EXCAVATION, TRENCHING, AND BACKFILLING |
| 33 00 00.00 13 - EXCAVATION, TRENCHING, AND BACKFILLING |
| PART 1 GENERAL |
| 1.1 DEFINITIONS |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Satisfactory Materials |
| 2.1.2 Unyielding Material |
| PART 3 EXECUTION |
| 3.1 EXCAVATION |
| 3.1.1 Trench Excavation |
| 3.1.1.1 Bottom Preparation |
| 3.1.1.2 Unyielding Material |
| 3.1.1.3 Unstable Material |
| 3.1.1.4 Excavation for Appurtenances |
3.1.2 Stockpiles
| 3.2 BACKFILLING AND COMPACTION |
| 3.2.1 Bedding and Initial Backfill |
| 3.2.2 Final Backfill |
3.3 DISPLACEMENT OF SEWERS
| DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION |
| STOPLOGS |
| 35 20 14 - STOPLOGS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 PAYMENT |
| 1.3 SUBMITTALS |
| 1.4 QUALIFICATION OF WELDERS AND WELDING OPERATORS |
| 1.5 DELIVERY, STORAGE AND HANDLING |
| 1.5.1 Rubber Seals |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Metals |
| 2.1.1.1 Structural Steel |
| 2.1.1.2 Structural Aluminum |
| 2.1.2 Rubber Seals |
| 2.1.2.1 General Requirements |
| 2.1.2.2 Fabrication |
| 2.2 MANUFACTURED UNITS |
| 2.2.1 Bolts, Nuts and Washers |
| 2.2.2 Screws |
| 2.2.3 Clips and Clip Bolts for Aluminum Panels |
| 2.3 FABRICATION |
| 2.3.1 Detail Drawings |
| 2.3.1.1 Fabrication Drawings |
| 2.3.1.2 Shop Assembly Drawings |
| 2.3.1.3 Delivery Drawings |
| 2.3.1.4 Field Installation Drawings |
| 2.3.2 Structural Fabrication |
| 2.3.3 Welding |
| 2.3.4 Bolted Connections |
| 2.3.5 Machine Work |
| 2.3.6 Fabrications |
| 2.3.6.1 Stoplogs |
| 2.3.6.2 Stoplog Guides and Sill |
| 2.3.6.3 Miscellaneous Embedded Metals |
2.3.7 Seal Assemblies
| 2.4 TESTS, INSPECTIONS, AND VERIFICATIONS |
| 2.4.1 Testing of Rubber Seals |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Embedded Metals |
| 3.1.2 Seal Assemblies |
| 3.2 PROTECTION OF FINISHED WORK |
| 3.3 ACCEPTANCE TRIAL OPERATION |
| STONE PROTECTION |
| 35 31 19.00 13 - STONE PROTECTION |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.1 STONE SOURCES AND EVALUATION |
| 2.1.1 Alternate Sources |
| 2.1.2 Acceptance of Materials |
| 2.3 B2 BEDDING |
| 2.4 AGGREGATE SURFACE MATERIAL |
| 2.5 BREAKER ROCK/PIT SCREENINGS |
| 2.6 GEOTEXTILE |
| 2.7 SOURCE QUALITY CONTROL |
| 2.7.1 Sampling Requirements |
| 2.7.2 Riprap Gradation Testing |
| 2.7.2.1 Riprap Test Method A |
| 2.7.2.2 Riprap Test Method B |
| 2.7.3 Bedding Gradation and Aggregate Testing |
| 2.7.3.1 Bedding and Filter Material Gradation Testing |
| 2.7.3.2 Aggregate Gradation Testing |
2.8 STOCKPILES
| PART 3 EXECUTION |
| 3.1 CONSTRUCTION TOLERANCES |
| 3.2 CLEARING AND GRUBBING |
| 3.3 FOUNDATION PREPARATION |
| 3.4 PLACEMENT OF BEDDING LAYERS |
| 3.5 PLACEMENT OF GEOTEXTILE |
| 3.5.1 Covering Geotextile |
| 3.6 PLACEMENT OF RIPRAP |
| 3.6.1 Layer Requirements |
| 3.6.2 Construction Methods |
| 3.6.3 Riprap Placement on Geotextile |
| 3.6.4 Riprap Placement in Water |
| 3.7 ACCESS TRAIL |
| 3.7.1 Proof Rolling |
| 3.8 MAINTENANCE |
| 3.9 CONTRACTOR QUALITY CONTROL |
