Attachment B - Rathbun Hatchery Specifications 1998.pdf

IOWA DEPARTMENT OF NATURAL RESOURCES

PROJECT MANUAL

Phase 3 - Research Pond Project

Rathbun State Fish Hatchery Rathbun, Appanoose County, Iowa

PA 089

Prepared by:

FISHPRO

5201 South Sixth Street Road Springfield, IL 62703-5143

December 19, 1997

PA 089 12/19/97 Table of Contents Ph. 3 - Research Pond Project 00003-1

SECTION 00003

TABLE OF CONTENTS

FISHPRO/COCHRAN & WILKEN, INC.

5201 South Sixth Street Road Springfield, Illinois 62703-5143 217-585-8333

PROJECT MANUAL FOR

Rathbun State Fish Hatchery Rathbun, Appanoose County, Iowa

DATE: December 19, 1997

SECTION TITLE PAGES

00001 Cover Sheet 00001-1 00003 Table of Contents 00003-3 00004 Enumeration of Drawings 00004-1

BIDDING REQUIREMENTS

NB Notice to Bidders NB SNC Special Notice to Contractors SNC 00220 Geotechnical Data 00220-23 PF Proposal Form (Bid Form) PF- PGB Proposal Guarantee Bond Form (Bid Bond Form) PGB-

CONDITIONS OF THE CONTRACT

CF Contract Form CF- PB Performance Bond Form PB- ST Sales and Use Tax Form ST- 00700 General Covenants and Provisions 00700- 00710 EEO Requirements 00710-

SUPPLEMENTARY CONDITIONS OF THE CONTRACT

00811 Supplementary Covenants and Provisions 00811-

DIVISION 1 - GENERAL REQUIREMENTS

01000 General Requirements 01000-8 01025 Measurement and Basis of Payment 01025-4 01050 Field Engineering 01050-2 01340 Submittals 01340-6 01400 Quality Control 01400-4

Ph. 3 - Research Pond Project 00003-2

SECTION TITLE PAGES

01500 Temporary Facilities and Control 01500-6 01600 Materials and Equipment 01600-2 01700 Project Closeout 01700-2 01730 Operation and Maintenance Data 01730-3

DIVISION 2 - SITEWORK

02100 Site Preparation 02100-5 02140 Dewatering 02140-2 02200 Earthwork 02200-10 02220 Trenching, Backfilling and Compacting 02220-8 02270 Slope Protection and Erosion Control 02270-5 02500 Paving and Surfacing 02500-4 02605 Manholes 02605-4 02776 Pond Liners 02776-9 02930 Lawn and Grasses 02930-5

DIVISION 3 - CONCRETE

03100 Concrete Formwork 03100-6 03200 Concrete Reinforcement 03200-3 03300 Cast-In-Place Concrete 03300-16 03400 Precast Concrete 03400-6

DIVISION 5 - METALS

05990 Miscellaneous Metals 05990-5

DIVISION 7 - THERMAL & MOISTURE PROTECTION

07900 Joint Sealers 07900-6

DIVISION 9 - FINISHES

09940 Process Piping and Equipment System Painting 09940-7

DIVISION 15 - MECHANICAL

15010 General Requirements for Mechanical Work 15010-6 15050 Basic Materials and Methods 15050-11 15060 Pipe and Pipe Fittings 15060-11 15065 Testing of Supply and Drain Lines 15065-2 15100 Valves 15100-7 15110 Sluice Gates 15110-3 15140 Pumps 15140-4

Ph. 3 - Research Pond Project 00003-3

SECTION TITLE PAGES

15152 Low Pressure Air (LPA) System 15152-7 15800 Air Distribution 15800-4

DIVISION 16 - ELECTRICAL

16050 Basic Electrical Materials and Methods 16050-16 16481 Motor Control Centers 16481-6 16910 Process Instrumentation and Alarm 16910-8 16950 Testing 16950-3 16980 Electrical Systems Demonstration 16980-1

END OF TABLE OF CONTENTS

PA 089 12/19/97 Index of Drawings Ph. 3 - Research Pond Project 00004-1

SECTION 00004

ENUMERATION OF DRAWINGS

Rathbun State Fish Hatchery Rathbun, Apponoose, Iowa

Project No. 089

INDEX OF SHEETS

SHEET NO. DRAWING TITLE

GENERAL

G-1 COVER SHEET & LOCATION PLAN

G-2 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

CIVIL

C-1 SITE PLAN

C-2 DEMOLITION, BORINGS AND EROSION CONTROL PLAN

C-3 SITE PLAN - PROPOSED

C-4 TYPICAL 0.1 ACRE RESEARCH PONDS - PLAN AND SECTION

C-5 TYPICAL 1.0 ACRE REARING PONDS - PLAN AND SECTION

C-6 POND CROSS SECTION REFERENCE PLAN

C-7-14 POND CROSS SECTION SHEETS

C-15 MEMBRANE AND LINER DETAILS

C-16 MISCELLANEOUS DETAILS

STRUCTURAL

S-1 0.1 ACRE RESEARCH POND HARVEST KETTLE - PLAN & SECTIONS

S-2 0.1 ACRE RESEARCH POND HARVEST KETTLE - PLAN & SECTIONS

S-3 1.0 ACRE REARING POND HARVEST KETTLE - PLAN & SECTIONS

S-4 1.0 ACRE REARING POND HARVEST KETTLE - PLAN & SECTIONS

S-5 MISCELLANEOUS STRUCTURAL DETAILS

S-6 MISCELLANEOUS STRUCTURAL DETAILS

PLUMBING

P-1 PLUMBING ABBREVIATIONS, SYMBOLS AND DETAILS

P-2 SITE PIPING PLAN

P-3 PIPING PROFILES

P-4 KETTLE PIPING

P-5 LOW PRESSURE AIR - DETAILS

P-6 POND PUMP & DISCHARGE PIPING

ELECTRICAL

E-1 SITE PLAN, SYMBOL SCHEDULE AND FIXTURE SCHEDULE

E-2 BLOWER BUILDING PLAN AND SCHEMATIC DIAGRAM

E-3 PUMP STATION PLAN AND ONE LINE DIAGRAM

PROJECT MANUAL

TOC - TABLE OF CONTENTS

COCHRAN & WILKEN, INC.

3009 South Sixth Street Springfield, Illinois 62703 217-753-0075

PROJECT MANUAL FOR

Phase 2 - Research Building and Headtank System Rathbun State Fish Hatchery Rathbun, Appanoose County, Iowa

DATE: September 1, 1993

END OF TOC

PA 089 12/19/97 Geotechnical Data Ph. 3 - Research Pond Project 00220-1

SECTION 00220

GEOTECHNICAL DATA

PART 1 - GENERAL

1.01 WORK INCLUDES

A. General Contractor:

1. Verify data and existing conditions.

2. At Contractor's option, perform additional subsurface investigation at own expense.

B. Related Section: Drawings and General Provisions of the Contract, including the General Covenants and Provisions, Supplementary Covenants and Provisions and General Requirements as well as, but not necessarily limited to, the following:

Section 01400 - Quality Control.

Section 02100 - Site Preperation.

Section 02140 - Dewatering.

Section 02200 - Earthwork.

Section 02220 - Trenching, Backfilling & Compacting.

Section 02270 - Slope Protection and Erosion Control.

Section 02930 - Lawn and Grasses.

C. By others: The Architect/Engineer has caused borings to be made at the site by Terracon Consultants, Inc., 600 Southwest 7th Street, Suite M, P.O. Box 4921, Des Moines, IA 50306 on September 30, 1993.

1. Soil boring location diagram and log are included in this Section.

2. Soil boring data is included for information only. The Owner and the Architect/Engineer do not guarantee the accuracy or validity of the data, nor do they assume any responsibility for the Contractor's interpretation of the data.

1.03 SOIL BORING DATA

A. Soil boring location diagram and logs furnished herein.

PA 089 12/19/97 General Requirements Ph. 3 - Research Pond Project 01000-1

SECTION 01000

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and General Provisions of the contract, including the General Covenants and Provisions and the Supplementary Covenants and Provisions.

1.02 SUMMARY OF WORK:

A. Work Covered by Contract Documents:

1. Name of the project is "Phase 3 - Research Pond Project", Project Number PA 089.

Drawings and Specifications are dated 12/19/97.

2. Briefly and without force and effect upon contract documents, work of the contract can be summarized as follows:

a. In general the work involves, but is not limited to: construction of ten (10) 1.0 acre and six (6) 0.1 acre fish rearing ponds. Low pressure air system includes 192 s.f. blower building, 2-15 horse power motors, 2-air blowers, distribution pipe and air-lift diffusers in the ponds. The water and drainage systems will be connected to the existing systems. The drain outlet will be approximately 800 feet south of the fish rearing ponds. A concrete fish harvest kettle will be constructed at each pond outlet structure. One pond water supply pump (25 horsepower) will be added to the reuse pump station.

B. Work Under Other Contract: None.

C. Future Work: None.

D. Contractor's Use of Premises:

1. Confine operations at site to areas permitted by:

a. Law.

b. Permits.

c. Contract.

d. DNR Construction Inspector.

1. Confer with DNR's representative and obtain full knowledge of all site rules and regulations affecting work.

2. Conform to site rules and regulations while engaged in project construction.

3. Site rules and regulations take precedence over others that may exist outside such jurisdiction.

Ph. 3 - Research Pond Project 01000-2

4. Employee list: The DNR Construction Inspector may examine Contractor's list of employees, including those of his subcontractors and their agents.

5. Vehicle use: Rigidly enforce the following:

a. Keep all vehicles, mechanized or motorized equipment locked at all times when parked and unattended on DNR's premises.

b. Do not, under any circumstances, leave any vehicle unattended with motor or engine running, or with ignition key in place.

c. Parking: Permitted only in areas designated by representative.

d. All traffic control subject to DNR Construction Inspector's approval.

2. Do not unreasonably encumber site with materials or equipment.

3 Do not load structure with weight that will endanger structure.

4. Assume full responsibility for protection and safekeeping of products stored on premises.

5. Move all stored products or equipment which interfere with operations of DNR or other contractors.

6. Obtain and pay for use of additional storage or work area needed for operations.

7. Use of Site: Exclusive and complete for execution of work, except access for utility work.

8. Contractors and Architects/Engineers will provide reasonable access to the site and shall not prohibit nor interfere with lawfully conducted inspections or site visits by properly identified representatives of regulatory agencies or collective bargaining units.

a. Notwithstanding the above, DNR regulation governing site security shall be observed.

b. All site visitors shall comply with personal protections regulations, including hard hats. All visitors to hazardous waste or asbestos abatement projects must provide proof of OSHA fit-testing, medical examination, and proof of proper certification to enter contaminated areas. Disposable clothing will be provided and disposed of by the Contractor.

c. Reasonable proof of identification and signature to the visitor's log shall be required of the visitors by the contractor's site superintendent.

9. Fire Protection

a. Fires: Each Contractor shall prohibit the lighting of fires about the premises and use due diligence t

b. Welding and Cutting: It shall be the responsibility of each Contractor to take precautionary measures to prevent fire.

c. Heaters: The heaters in Contractor's job offices shall be properly installed to protect combustible walls, floor and roof. Salamander heaters or other types of open flame heaters shall not be used except with the special permission of the Architect/Engineer and then only when such salamanders or open flame heaters are maintained under constant supervision.

Ph. 3 - Research Pond Project 01000-3

d. Flammables: Gasoline and other fuels shall be kept and handled in accord with NFPA and in UL Listed and Labeled safety cans and shall be stored away from hazardous work areas.

E. Occupancy:

1. Owner: The DNR shall have the right to enter the building or work site and store or attach such fixtures or furniture as it may elect, or to do other work providing that such storage or work will not interfere with the completion of the Contractor's work. Such occupancy by the DNR shall in no way imply final acceptance of any portion of the Contractor's work.

2. Such occupancy by the DNR shall in no way imply final acceptance of any portion of the Contractor's work.

1.03 ALLOWANCES: None.

1.04 MEASUREMENT AND PAYMENTS:

A. Measurements and payments shall be in accordance with Section 01025.

B. Before ordering any fabricated material or doing any work, verify all measurements at the building.

No additional compensation will be allowed because of difference between actual dimensions and the measurements indicated on the drawing. Report any difference immediately to the DNR for its instructions before proceeding with the work.

1.05 ALTERNATES/ALTERNATIVES: None.

1.06 COORDINATION:

A. Project Coordination:

1. Take out and pay for any permit which may be required, secure and pay for all permits, certificates and licenses required to prosecute the work, and arrange and pay for all inspections required by local authorities.

2. Visit the site, compare the Drawings and Specifications with any work in place, and verify all conditions, including other work, if any, being performed. Failure to visit the site will in no way relieve the Contractor from necessity of furnishing any materials or performing any work that may be required in accordance with Drawings and Specifications.

B. Mechanical and Electrical Coordination: Coordinate Drawings, Specifications, and job conditions with every trade involved in electrical, mechanical or any other related trades. No additional compensation will be made for extra work as a result of misunderstanding Drawings, Specifications or job conditions due to lack of coordination.

1. General: Except as otherwise indicated, comply with applicable requirements of Division- 15 sections for mechanical provisions within units of general work. Refer to Division-15 and Division-16 sections for characteristics of mechanical and electrical services to be connected to units of general work, and provide units manufactured/fabricated for proper connection and utilization of available services as indicated.

Ph. 3 - Research Pond Project 01000-4

a. Service Connections: Except as otherwise indicated, final connection of mechanical services to general work is defined as mechanical work, and final connection of electrical services to general work is defined as electrical work.

2. Electrical Requirements: Except as otherwise indicated, comply with applicable provisions of NEC and standards by NEMA, for electrical components of general work.

Provide UL listed and labeled products where applicable. Electrical components are recognized to include, but not by way of limitation, motors, motor starters, internal equipment wiring, integral control switches and similar electrical devices, electrical heating coils, integrated lighting equipment, electronic equipment, electrical sensors and signals, communication equipment, scientific devices and similar electrical components.

C. Job Site Administration: Take complete charge of work under this contract. Coordinate the work of all trades and all phases of general, structural, plumbing, mechanical, and electrical work.

D. Cutting and Patching:

1. Perform all cutting, finishing, patching, refinishing and other similar work required to:

a. Make all parts fit.

b. Uncover work to permit installation of ill-timed work.

c. Remove and replace defective work.

d. Remove and replace work not in conformance with Contract Documents.

2. Use only workers experienced in the particular work involved for patching and refinishing.

3. Do not alter work of another contractor without written approval of Architect/Engineer or DNR Construction Inspector.

4. Do not endanger any work by cutting, digging or otherwise altering the work of any other contractor without the approval of this Contractor and the Architect/Engineer or DNR Construction Inspector.

5. Each contractor shall do all cutting, patching, or fitting of his/her own work as required to make its several parts fit together or to receive the work of other contractors as shown or reasonably implied by the Drawings or Specifications for the completed structure and as may be directed by the Architect/Engineer. Waterproof holes cut in exterior walls for installation of mechanical or electrical equipment.

1.07 FIELD ENGINEERING:

A. Refer to Section 01050.

1.08 REGULATORY REQUIREMENTS:

A. All completed building construction shall conform to the requirements of all national, state or local building codes applicable to the project.

Ph. 3 - Research Pond Project 01000-5

1.09 ABBREVIATIONS AND SYMBOLS:

A. Reference to a technical society, institution, association, or government authority is made in the Specifications in accordance with the following abbreviations:

AAMA Architectural Aluminum Manufacturers Association

AASHO American Association of State Highway Officials

ACI American Concrete Institute

ADA Americans with Disabilities Act

AIA American Institute of Architects

AIEE American Institute of Electrical Engineers

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

ALS American Lumber Standards

ANSI American National Standards Institute

APA American Plywood Association

ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers

ASME American Society of Mechanical Engineers

ASTM American Society for Testing and Materials

ATI Asphalt Tile Institute

AWI Architectural Wood Work Institute

AWPA American Wood Preservers' Association

AWS American Welding Society

AWWA American Waterworks Association

CS Commercial Standard, U.S. Department of Commerce

CSI Construction Specifications Institute

FGJA Flat Glass Jobbers Association

FS Federal Specification

GA Gypsum Association

IES Illuminating Engineering Society

MIA Marble Institute of America

MLMA Metal Lath Manufacturers Association

MS Military Specification

MSTD Military Standard

NAAMM National Association of Architectural Metal Manufacturers, The

Ph. 3 - Research Pond Project 01000-6

NHLA National Hardwood Lumber Association

NBFU National Board of Fire Underwriters

NBS National Bureau of Standards

NEC National Electric Code of NBFU

NFPA National Fire Protection Association

NLMA National Lumber Manufacturers Association

NTMA National Terrazzo and Mosaic Association, Inc.

NWMA National Woodwork Manufacturers Association

SDI Steel Deck Institute

SSPC Steel Structures Painting Council

SCPI Structural Clay Products Institute

SPR Simplified Practice Recommendations, U.S. Department of Commerce

TCA Tile Council of America

UL Underwriters' Laboratories, Inc.

USA United States of America Standards Association

1.10 PROJECT MEETINGS:

A. Preconstruction Conference: Soon after award of contract and prior to the start of construction, attend a preconstruction conference with the representative of the Owner to define the requirements for contract administration and construction operation.

1. Contact the DNR Construction Inspector who will determine the time, date and place of the conference.

B. Progress Meetings: The Contractor or the Contractor's representative shall be available at the job site to meet with the DNR Construction Inspector, as frequently and as arranged during the preconstruction conference, to discuss work progress.

1. Give verbal report of progress, discuss work schedule, and present all conflicts, discrepancies and other difficulties for resolution.

1.11 SUBMITTALS

A. Refer to Section 01340.

1.12 QUALITY CONTROL:

A. Refer to Section 01400.

1.13 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS:

A. Refer to Section 01500.

Ph. 3 - Research Pond Project 01000-7

1.14 CONSTRUCTIN SEQUENCING AND HATCHERY OPERATION

A. The Rathbun State Fish Hatchery is the largest warm water fish hatchery operated by the Iowa Department of Natural Resources. The fish hatchery must maintain operation throughout the construction of the Research Pond Project.

B. Adequate notification and coordination between the Contractor and the Department regarding construction phasing and sequencing must be initiated by the Contractor. At least 72 hours prior, notification of construction work that potentially impacts ongoing hatchery operation must be provided by the Contractor to the Iowa Hatchery Staff. Contact individuals are:

Mr. Mike Mason Hatchery Manager, Rathbun Hatchery IDNR, Fisheries Mr. Andy Moore Hatchery Research Biologist, IDNR, Fisheries Phone: (515) 647-2406 Mr. Roger Pothoven Construction Inspector, IDNR Construction Services Bureau

C. Should any emergency involving loss of hatchery power, water supply or other essential hatchery systems occur, the Contractor must immediately notify the IDNR contact individuals so appropriate emergency procedures can be initiated to avoid loss of fish. The Contractor should exercise extreme care in working around any fish rearing units to avoid chemical, fuel, paint or solvent spills that could be injurious to fish. The following constructions are known items that will require notification and coordination sequencing between the Contractor and the Department:

1. Coordinate with IDNR staff the connection of drain to existing diversion box. Also coordinate installation of pond water supply piping at termination point near research building to insure that reaceway water requirements are maintained.

2. Coordinate installation of the pond water supply pump at the existing reuse water pump station with the IDNR staff. Pump installation shall be completed without disrupting operation of the existing research building pumps, U.V. disinfection system or drum screen.

1.15 MATERIAL AND EQUIPMENT:

A. Refer to Section 01600.

1.16 CONTRACT CLOSEOUT:

A. Refer to Section 01700.

B. Project Record Drawings: In accordance with Section 01340.

C. Operating and Maintenance Data: In accordance with Section 01730.

D. Guarantees, Warranties and Certificates:

1. Except as otherwise stated in separate specification sections, guarantee all Work against defects resulting from the use of inferior materials, equipment or workmanship for one (1) year from the date of final completion of the Contract, or from full occupancy of the areas by the Owner, whichever is earlier.

2. If within any guarantee period, repairs or changes are required in connection with the work which is rendered necessary as the result of using materials, equipment or workmanship which are inferior, defective or not in accordance with the Contract Documents, promptly and without expense to the Owner:

Ph. 3 - Research Pond Project 01000-8

a. Correct all work which is inferior or defective.

b. Repair all damage to the building, equipment, or contents of the building.

c. Repair or replace all work disturbed in restoring defective or inferior work or equipment.

1.17 MAINTENANCE:

A. Provide operation and maintenance data in accordance with Section 01730.

END OF SECTION 01000

PA 089 12/19/97 Measurement and Basis of Payment Ph. 3 - Research Pond Project 01025-1

SECTION 01025

MEASUREMENT AND BASIS OF PAYMENT

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and General Provisions of the contract, including the General Covenants and Provisions, Supplementary Covenants and Provisions and General Requirements.

1.02 LUMP SUM BID:

A. Bid the entire Construction Project as lump sum price to furnish all labor, equipment and materials necessary to complete all the work indicated in the Contract Documents.

1.03 QUANTITIES:

A. The Contractor is responsible for verifying all quantities necessary to submit a lump sum bid for the construction of a proper and complete project.

B. See Section 01340, Contractor's Schedule of Values/Price Breakdown.

1.04 MEASUREMENT:

A. The contractor is responsible for constructing the project to the final lines and grades shown.

B. The Owner will measure construction units only to ensure that at least minimum quantities have been properly installed.

C. No compensation will be allowed for providing quantities in excess of those specified or estimated in order to meet the lines and grades required.

1.05 SCOPE:

A. The lump sum bid shall be full considered compensation for furnishing superintendence, overhead, bonds, insurance, mobilization, testing and profit necessary to complete the entire project.

1.06 ESTIMATED QUANTITIES:

A. The items and quantities listed throughout the Contract Documents, are provided for the bidder's review and consideration.

B. The quantities listed herein are not guaranteed by the Owner or the Architect/Engineer to be totally accurate nor to include all items of work.

1. The bidder is responsible for preparing his own quantity takeoff and bid preparation.

C. This project is a lump sum bid for the complete construction of all work shown or reasonably implied.

D. Do not claim any misunderstanding of the project scope or the quantity of work to be completed due to any discrepancies between Contract Documents, actual work and this section.

E. The following list of quantities are informational only and should not be used as the basis to prepare a bid price:

Schedule of Quantities:

Ph. 3 - Research Pond Project 01025-2

ITEM # UNIT

PONDS

CLEARING & GRUBBING (LIGHT) 5.00 AC.

CLEARING & GRUBBING (HEAVY) 0.70 AC.

EARTHWORK * * 41300 C.Y.

POLYPROPYLENE LINER 36 mil REINFORCED 546,000 S.F.

LINER TRENCHING 10,700 L.F.

LINER ATTACHMENTS 1,088 L.F.

BOOTS 58 EA.

AGGREGATE ROADWAY

ROAD PREPERATION AND COMPACTION 508 C.Y.

CRUSHED ROCK 508 C.Y.

CONCRETE HARVEST KETTLES

1.0 ACRE POND KETTLES (21.5 CY) 215 C.Y.

0.1 ACRE POND KETTLES (14.2 CY) 85 C.Y.

6" BFV 16 EA.

18" 2-WAY SLUICE GATE 16 EA.

WALKWAY & GRATING 16 EA.

METAL EMBEDMENTS 16 EA.

SCREENS 1 L.S.

DRAIN SYSTEM

30" HDPE 1,505 FT.

24" PVC 323 FT.

18" PVC 522 FT.

12" PVC 400 FT.

8" PVC 300 FT.

18X8 WYE 5 EA.

24X12 WYE 4 EA.

30X12 WYE 6 EA.

8" EL 1 EA.

MANHOLE ADAPTERS 29 EA.

BEDDING 2,880 FT.

TRENCHING, BACKFILLING & COMPACTING 2,880 FT.

MANHOLES (12') 4 EA.

MANHOLES (6') 2 EA.

RIPRAP 23 C.Y.

12" PERFORATED DRAIN WITH SOCK 1,850 FT.

4" PERFORATED DRAIN WITH SOCK 4,670 FT.

SAND 3,880 C.Y.

PRESSURE RELIEF VALVE 16 EA.

ANIMAL GUARD, 30" 2 EA.

* Total Cut Quantity with 15% Compaction Factor includes 1,000 CY excess material.

Stripping and replacement of topsoil and organics are not included in calculation.

Ph. 3 - Research Pond Project 01025-3

WATER SUPPLY SYSTEM

14" DUCTILE IRON 250 FT.

14" PRESSURE PVC 810 FT.

12" PRESSURE PVC 335 FT.

8" PRESSURE PVC 2,810 FT.

6" PRESSURE PVC 180 FT.

4" PRESSURE PVC 350 FT.

3" PRESSURE PVC 100 FT.

14"X8" TEE 12 EA.

12"X6" TEE 6 EA.

14" BURIED BFV OPERATOR & VALVE BOX 1 EA.

12" BURIED BFV OPERATOR & VALVE BOX 1 EA.

8" BURIED BFV & ABOVE GROUND OPERATOR 15 EA.

6" BURIED BFV OPERATOR & VALVE BOX 6 EA.

4" BURIED BFV OPERATOR & VALVE BOX 10 EA.

AIR RELEASE VALVE 1 EA.

PUMP & ACCESSORIES 1 L.S.

8" EXPOSED BFV 10 EA.

6" EXPOSED BFV 6 EA.

4" EXPOSED BFV 10 EA.

3" EXPOSED BFV 6 EA.

MISC. KETTLE & SHALLOW SUPPLY PIPING 1 L.S.

MISC. SUPPLY MAIN PIPING 1 L.S.

0.1 ACRE POND SHALLOW END SUPPLY SYSTEM 1 L.S.

BEDDING 4,585 FT.

TRENCHING, BACKFILLING & COMPACTING 4,835 FT.

LOW PRESSURE AIR SYSTEM

15 HP BLOWER & ACCESSORIES 2 EA.

BLOWER SHELTER 16X12 FRP 1 EA.

SHELTER ACCESSORIES 1 L.S.

6" DIAMETER PVC PIPE, BURIED 1,060 L.F.

1" BRONZE BALL VALVE 42 EA.

6" PVC TEE 16 EA.

6" PVC AIRLIFT 6 EA.

10" PVC AIRLIFT 20 EA.

MISC. PLUMBING 1 L.S.

ELECTRICAL SYSTEM

3/4" EMT 100 LF

1" RGS 300 LF

2" RGS 50 LF

2 1/2" RGS 30 LF

1" PVC 450 LF

2" PVC 300 LF

2 1/2" PVC 80 LF

#14 AWG THWN 10,000 LF

#10 AWG THWN 1,100 LF

#8 AWG THWN 3,000 LF

Unistrut 60 LF 6x6 Metal Wireway 6 LF 8x10 NEMA 12 Enclosure 2 EA Trenching and Backfilling 250 LF

Ph. 3 - Research Pond Project 01025-4

ELECTRICAL SYSTEM (CONTINUED)

Handhole 1 EA SPST Switch 1 EA Duplex Receptacle 1 EA F1 Fixture 1 EA Non-fusible Disconnect 2 EA 20A, 1P CB for Existing Panel 1 EA MCC Section 1 EA MCC NEMA 2 Combination Starter 2 EA MCC NEMA 3 Combination Starter 1 EA

SITEWORK

PERMANENT SEEDING 7 AC.

DITCH CHECKS 4 EA.

SILT FILTER FENCE 1,580 FT.

24" CULVERT 65 FT.

18" CULVERT 32 FT.

CULVERT END SECTION SETS 2 EA.

RIPRAP AT DRAIN LINE DISCHARGE 12 CY

MISCELLANEOUS

CONSTRUCTION GENERAL CONDITIONS 1 L.S.

MOBILIZATION / BONDS / INSURANCE 1 L.S.

END OF SECTION 01025

PA 089 12/19/97 Field Engineering Ph. 3 - Research Pond Project 01050-1

SECTION 01050

FIELD ENGINEERING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and General Provisions of the contract, including the General Covenants and Provisions, Supplementary Covenants and Provisions and General Requirements.

1.02 DESCRIPTION OF WORK:

A. Provide such field engineering services as are required for proper completion of the work including, but not necessarily limited to:

1. Establishing and maintaining lines and levels;

2. Structural design of shores, forms, and similar items provided as part of the Contractor's means and methods of construction.

B. Additional requirements for field engineering may also be described in other sections of these specifications.

1.03 REFERENCES:

A. Refer to Section 1105.08 "Construction Stakes and Bench Marks" of the General Covenants and Provisions for assignment of responsibilities for the Owner and Contractor.

1.04 SUBMITTALS:

A. Comply with pertinent provisions of Section 01340.

1.05 PROCEDURES:

A. In addition to procedure directed by the Contractor for proper performance of the Contractor's responsibilities.

1. Locate and protect control points before starting work on the site.

2. Preserve permanent reference points during progress of the work.

3. Do not change or relocate reference points or items of the work without specific approval from the DNR Construction Inspector.

4. Promptly advise the DNR Construction Inspector of a lost, destroyed, or reference point requiring relocation due to other changes in the work.

a. When directed by the DNR Construction Inspector, replace referenced stake at no additional cost to the Owner.

PA 089 12/19/97 Field Engineering Ph. 3 - Research Pond Project 01050-2

B. Meet with DNR Construction Inspector to establish actual building location, set backs, and side yards.

END OF SECTION 01050

PA 089 12/19/97 Submittals Ph. 3 - Research Pond Project 01340-1

SECTION 01340

SUBMITTALS

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and General Provisions of the contract, including the General Covenants and Provisions, Supplementary Covenants and Provisions and General Requirements.

1.02 SUMMARY:

A. Provide submittals of all items required in this Section to the Engineer's Springfield, Illinois office.

Refer to technical specification for submittal requirements for each section of the work to be performed.

1.03 PROGRESS SCHEDULE:

A. Submit a project schedule to the Engineer for approval within 30 days after award of contract, but not later than the contract start date.

1. The type of schedule required is at Contractor's option.

B. Prepare an approved, reproducible form and include the following:

1. Breakdown of work activities in categories so approved and segmented as necessary to allow close monitoring of progress of the work during construction.

2. Order of the work necessary to meet time for completion.

3. Breakdown of the work schedule of all subcontractors scheduled in cooperation with Contractor's work.

4. Anticipated monthly value for work completed.

5. Space for the additional display of actual performance on the schedule.

C. After necessary revisions have been made and approved, present one print of schedule to each subcontractor and three copies to the Engineer. Furnish additional copies when directed.

D. Upon request, update the schedule to reflect changes required by actual conditions and indicate actual work completed.

1. Provide same number of copies as required for original submission.

E. Payment will be withheld until progress schedule in acceptable form has been received by Engineer.

1.04 PRICE BREAKDOWN/CONTRACTOR'S SCHEDULE OF VALUES (CSV):

A. Prior to starting the work of the Contract, submit to the Engineer for approval a price breakdown/CSV of major lump sum bid items into smaller components for the purpose of determining monthly progress payments.

Ph. 3 - Research Pond Project 01340-2

B. Payment for materials stored on or off site will be limited to those materials listed in the price breakdown/CSV.

C. Use Project Manual Table of Contents as basis of format for listing costs of all work.

D. Itemize separate line item cost for each of the following cost items:

1. Overhead and Profit.

2. Bonds.

3. Insurance.

4. Delivered Cost of Product, with taxes paid.

5. Labor cost, excluding overhead and profit.

E. Round of figures to nearest one hundred dollars.

F. For each line item which has installed value of more than $5,000.00, break down costs to list major products or operations under each item.

G. After review by Engineer, revise and resubmit Price Breakdown/CSV as directed.

H. After approval, Engineer will distribute copies to the originating Contractor and the Owner.

I. Update Price Breakdown/CSV when:

1. Directed by Engineer/DNR Construction Inspector.

2. Change of subcontractor or supplies occurs.

3. Change of product or equipment occurs.

J. Payment will be withheld until receipt and approval of price breakdown/Contractor's Schedule of Values.

1.05 SHOP DRAWINGS AND MANUFACTURER'S LITERATURE:

A. Shop drawings and manufacturer's literature used at site must be submitted to and approved by the Engineer at the Springfield, Illinois office.

B. Prior to installation of any item specified as requiring submittal, submit three (3) copies for Engineer's use plus the number required for return to the Contractor of manufacturer's literature containing detailed specifications and performance data, or shop drawings fully describing the items showing fabrication, layout, setting or erection details, including erection plan and details as required.

C. Number all submittals consecutively. Resubmittals shall bear the original submittal number plus a letter suffix: Example - #30A is the first resubmittal of item #30; #30B is the second resubmittal, etc.

D. Do not construe the approval of shop drawings to be a complete check.

1. This approval will indicate only that the general method of construction and detailing is satisfactory.

Ph. 3 - Research Pond Project 01340-3

2. Approval of such drawings will not relieve the Contractor of the responsibility to comply with all terms and conditions of the plans and specifications.

3. The Contractor shall be responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work.

E. Minimum sheet size: 36" x 24".

1.06 SAMPLES:

A. Submit in Duplicate.

B. Provide samples of sufficient size to permit an accurate appraisal of color, texture, finish, workmanship, and other appropriate characteristics.

C. Submit samples with shop drawings when both are required.

D. Field Samples and Mock-Ups:

1. Erect mock-ups at location acceptable to the DNR Construction Inspector, at project site.

2. Construct each sample or mock-up complete to the dimension indicated, including work of all crafts required in finish work.

1.07 QUALITY ASSURANCE:

A. Coordination of Submittals:

1. Prior to submitting required material, carefully review and coordinate all aspects of each item being submitted.

2. Verify that each item and its submittal conform in all respects with the specified requirements.

3. Prior to sending submittals to Engineer, stamp and sign each submittal certifying that they conform in all respects with the specified requirements.

B. Substitutions:

1. The contract is based on the standards of quality established in the Contract Documents.

a. Substitutions will be considered only when included in the Product Substitution List in the Bid Form and when substantiated by Contractor's Submittal or required data within 14 days after award of contract.

2. The following products do not require further approval except for interface within the work:

a. Products specified by reference to standard specifications such as ASTM or similar standards.

b. Products specified by manufacturer's name and catalog model number for which another product is not substituted.

C. Or Equal:

1. Where the phrase "or equal," or "or equal as approved by the Architect/Engineer," occurs in the Contract Document, do not assume that the materials, equipment or methods will be

Ph. 3 - Research Pond Project 01340-4 approved as equal. Write all proposed substituties and the price difference on the Product Substition List in the Bid Form.

2. The Architect's/Engineer's decision shall be final.

1.08 RESUBMISSION REQUIREMENTS:

A. Shop Drawings:

1. Revise initial Drawings as directed and resubmit in accordance with submittal procedures.

2. Indicate on Drawings all changes which have been made in addition to those requested by the Architect.

B. Product Data and Samples: Resubmit new data and samples as specified for initial submittal.

C. Make all resubmittals within 7 calendar days after date of Architect's previous review.

1.09 DISTRIBUTION OF SUBMITTALS AFTER REVIEW:

A. Architect/Engineer will distribute copies of shop drawings and product data, after review, to:

1. DNR Construction Inspector (1 copy)

2. Architect's/Engineer's File (1 copy)

3. DNR Chief of the Construction Bureau (1 copy)

4. General Contractor (remaining copies)

B. Architect/Engineer will distribute samples in accordance with requirements.

1.10 CONTRACTOR RESPONSIBILITIES:

A. Review shop drawings, product data, and samples prior to submission to the next level of control.

B. Verify:

1. Field dimensions.

2. Field construction criteria.

3. Catalog numbers and similar data.

C. Coordinate each submittal with requirements of:

1. The work.

2. The contract documents.

3. The work of other contractors.

D. Contractor's responsibility for errors and omissions in submittals is not relieved by Architect's/Engineer's review of submittals.

E. Notify Architect/Engineer, in writing, of proposed deviations in submittals from contract requirements, prior to or at the time of submission.

Ph. 3 - Research Pond Project 01340-5

F. Contractor's responsibility for deviations in submittals from contract document requirements is not relieved by Architect's/Engineer's review of submittals.

G. Do not begin any work which requires submittals without having Architect's/Engineer's stamp and initials or signature indicating approval.

1.11 PROJECT RECORD DRAWINGS:

A. Provide and maintain at the project site, one complete set of prints of the project drawings.

1. Keep drawings in good, clean and readable condition.

B. The project site drawings shall have neatly inscribed all changes in work including relocation of lines, valves and fixtures, change in type of materials, etc.

1. Changes shall be noted with red pencil or red ink.

C. Submit these corrected prints at time of final acceptance and prior to final payment.

1. Note all data and changes on these record drawings in sufficient detail and clarity and provide information necessary for preparation of "as-built" drawings.

D. Final payment will be withheld until a set of corrected prints of the record drawings has been received by the Architect/DNR Construction Inspector.

1.12 GUARANTEES, WARRANTIES AND CERTIFICATES:

A. Submit all guarantees, warranties and certificates prior to final payment.

B. Refer to Section 01700.

1.13 OPERATING AND MAINTENANCE INSTRUCTIONS:

A. Submit all operating and maintenance instructions to the DNR Construction Inspector prior to final payment.

B. Refer to Section 01730.

1.14 CHANGE ORDER PRICE QUOTES:

A. In the event of the need for change order, the DNR Construction Inspector will request a price quote from the Contractor for proposed changes to the contract.

B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of work included with the change, along with the total cost for Contractor's overhead, profit and bond for the proposed change.

C. All contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

Ph. 3 - Research Pond Project 01340-6

1.15 TEST REPORTS:

A. Refer to Section 01400.

1.16 DELIVERY TICKETS:

A. Submit to the DNR Construction Inspector one legible copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalog number and number of items received.

END OF SECTION 01340

PA 089 12/19/97 Quality Control Ph. 3 - Research Pond Project 01400-1

SECTION 01400

QUALITY CONTROL

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and General Provisions of the contract, including the General Covenants and Provisions, Supplementary Covenants and Provisions and General Requirements.

1.02 SCOPE:

A. Supplementary tests and reports required in this section with any tests, reports, and other information that may be required additionally in any section of the specifications.

B. Inspection, sampling, and testing is required, but not limited to, the following:

1. Section 02200 - Earthwork.

2. Section 02220 - Trenching, Backfilling and Compacting.

3. Section 02500 - Paving and Surfacing.

4. Section 03300 - Cast-In-Place Concrete.

1.03 TESTS BY INDEPENDENT TESTING LABORATORY:

A. Testing Laboratory:

1. Qualification of Laboratory

a. Meet "Recommend Requirements for Independent Laboratory Qualificaitons", latest edition, published by American Council of Independent Laboratories.

b. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel Used in Construction."

2. Select and pay for an independent testing laboratory, acceptable to the Architect/Engineer, to perform specified services required by the contract.

3. Employment of testing laboratory will in no way relieve Contractor's obligations to perform work in accord with the contract.

4. Include in lump sum bid, the cost for all testing services required.

a. No separate payments will be made for testing.

b. Include all associated costs in the various appropriate bid items.

c. Architect/Engineer/DNR Construction Inspector will direct all tests.

d. The Contractor shall pay the testing firm.

B. Contractor:

1. Make available at no cost, all material to be tested.

Ph. 3 - Research Pond Project 01400-2

2. Provide labor necessary to supply samples and assist in making tests.

3. Advise laboratory of the identity of material sources and instruct suppliers to allow inspections by laboratory.

C. Testing laboratory shall:

1. Submit written report promptly, covering each inspection and test to the Architect/Engineer, including:

a. Date issued.

b. Project title and number.

c. Testing laboratory name and address.

d. Name and signature of laboratory technician.

e. Date of inspection and sampling.

f. Record of temperature and weather.

g. Date of test.

h. Identification of product and specification section.

i. Location of project.

j. Type of inspection or test.

k. Observations regarding compliance with Contract Documents.

2. Promptly notify Architect of irregularities or deficiencies of work which are observed during performance of services.

3. Perform additional services required by the Architect/DNR Construction Inspector.

D. Laboratory is not authorized to:

1. Release, revoke, alter or enlarge on, contract requirements.

2. Approve or accept any portion of work.

3. Perform any duties of the Contractor.

E. Conduct tests in accordance with the requirements of the designated specifications or, where not specified, the latest appropriate standard of the American Society for Testing and Material.

1.04 LABORATORY SERVICES AND TESTS REQUIRED:

A. Compacted Soils:

1. Secure samples of fill proposed for use and test for proper gradation (sieve analysis) in accordance with applicable sections of these specifications.

2. Establish optimum moisture-density relationship in accordance with ASTM D 698 (Standard Proctor).

3. The Department of Natural Resources reserves the right to make in-situ test of fills and backfill at anytime in order to determine compliance with specifications.

Ph. 3 - Research Pond Project 01400-3

B. Concrete:

1. Secure samples of aggregates Contractor proposes to use and test for compliance with specifications.

2. Certify compliance with specification of cement proposed for use by the Contractor.

3. Review concrete design mix proportions for the required concrete strengths using materials Contractor proposes to use on the project.

a. Incorporate specified admixtures and not less than amount of cement specified.

b. Perform appropriate laboratory tests, including compression tests of cylinders and slump test to substantiate mix designs.

c. Submit one copy of report to the Architect, one copy to the DNR Construction Inspector, and one copy to the Contractor, clearly indicating the results of the mix design review.

4. When requested by the DNR Construction Inspector, inspect and test material during concrete work to substantiate compliance with specifications and mix requirements.

5. Slump Test: The DNR Construction Inspector will require slump tests to be performed as he desired in accordance with the provisions of Section 03300.

6. Test Cylinders:

a. Each test shall consist of a set of three cylinders provided by the Contractor.

b. Provide a minimum of one set of test cylinders each day concrete is placed.

c. Provide one set of test cylinders for every 20 cubic yard of concrete placed and any fraction thereof.

d. The Contractor shall make and cure test cylinder in conformity with ASTM C 31.

e. Note on record drawings placement locations represented by test cylinders.

7. Perform compression tests in accordance with Section 03300.

8. Identify all test cylinders with symbols to indicate location on the job where concrete tests were made. Note on record drawings.

C. Aggregate gradation and compaction as per applicable specifications.

1.05 CONTRACTOR'S RESPONSIBILITIES:

A. Furnish product mix design to meet or exceed Contract Documents.

B. Cooperate with laboratory personnel and provide access to work, as well as to manufacturer's operations.

1. Monitor each inspection, sampling and test.

C. Provide to laboratory, preliminary representative samples of material to be tested, in specified quantities.

D. Furnish copies of mill test reports.

Ph. 3 - Research Pond Project 01400-4

E. Furnish verification of compliance with contract requirements for material and equipment.

F. Furnish casual labor and facilities:

1. To provide access to work to be tested.

2. To obtain and handle samples at site.

3. To facilitate inspections and tests.

4. For laboratory's exclusive use for storage and curing of test samples.

G. Notify laboratory sufficiently in advance of operations to allow for assignment of personnel and scheduling of tests.

1. Notify DNR Construction Inspector when work is ready for testing.

2. Schedule testing after approval of the DNR Construction Inspector.

3. The Department of Natural Resources will not pay for any testing scheduled without the DNR Construction Inspector's specific authorization.

H. Correct work which is defective or which fails to conform to the Contract Documents in accordance with the general condition.

1. Do not delay the project schedule or the work of other contractors with corrective work, unless approved by the DNR Construction Inspector.

I. Pay all cost of retesting when test results indicate non-compliance with contract requirements.

J. Patch all surfaces and areas disturbed by testing operations.

END OF SECTION 01400

PA 089 12/19/97 System Testing Ph. 3 - Research Pond Project 01430-1

SECTION 01430

SYSTEM TESTING

PART 1 - GENERAL

1.01 SUMMARY

A. General

1. After written notification from the Contractor that all subsystem component installation, tests and adjustments have been made, and before the "Substantial Completion" stage of the project, all components will be operated continuously at the full range of design capability as directed by the Engineer for a period of three continuous days (72 hours) without malfunction or irregular performance.

2. The purpose of operation activities is to start up and operate all hatchery systems and subsystems, to make adjustments where required, and to familiarize Owner's operating personnel with the functions of various facilities and systems. The Owner and Engineer will determine the facilities and systems to be operated and shall provide a written schedule outlining the entire 72 Hour Testing Procedure to the Contractor.

3. The fish hatchery must remain fully operational during this system testing.

B. Scope

1. The work covered by this Section shall include the furnishing of skilled technicians familiar with the hatchery equipment, construction and installation of systems. The Contractor shall provide mechanics, laborers, tools and equipment for operation of various facilities and systems in the hatchery complex under the direction of the Engineer.

2. Normal system component testing, operations, and adjustments required to make equipment, facilities, and systems functional as required by other Sections of this Specification is in addition to the scope of this Section (i.e., the 72 Hour Test).

C. Contractor Personnel Required

1. Each Contractor shall have a technician on site at all times during this test period who is completely familiar with the work and capable of making corrective action if required.

The General Contractor shall provide their Project Construction Supervisor and related staff during the entire 72 Hour Test. The Engineer will provide staff who will coordinate 72 Hour Test, record the results and provide a summary report to the Owner.

2. In addition, such Technical Specialists as may be required to start or operate and adjust special equipment will be furnished by the Contractor a minimum period of two days (48 hours) or as necessary to complete testing during the operation period. The test procedure shall identify those required Manufacturer's representatives. Special equipment operation required will be designated by the Engineer and will include all components of the U.V. system, drum screen system, filtration system, all pumps, all electrical systems, and the entire instrumentation and alarm system.

3. The instrumentation subcontractor shall have a knowledgeable field technician familiar with the installed system on-site throughout the entire 72 hour system test (3 days).

PA 089 12/19/97 System Testing Ph. 3 - Research Pond Project 01430-2

D. Approval of Systems and Equipment

1. The above operational period is intended to reveal system characteristics when operating in a series of different design conditions as well as to reveal operational deficiencies. It is not intended as a substitute for the individual requirements for items defined in the detailed sections of these specifications and all items will be accepted in accordance with those individual requirements.

2. Deficiencies in specified items indicated by the 72 Hour Test operational period will be remedied and that operational phase repeated (with the Owner) as necessary to assure compliance with the specifications.

3. The mode of operation selected by the Engineer will be within the normal ranges of the specified equipment items. The Contractor shall be provided with a written summary of the entire 72 Hour Test prepared by the Owner and Engineer.

4. If it is determined that permanent system or detail changes are required other than the normal adjustments and good practice, such changes will be defined by change order by the Engineer and considered a change to the Contract per Department procedures.

END OF SECTION 01430

PA 089 12/19/97 Temporary Facilities and Control Ph. 3 - Research Pond Project 01500-1

SECTION 01500

TEMPORARY FACILITIES AND CONTROL

PART 1 - GENERAL

1.01 RELATED DOCUMENTS:

A. Drawings and General Provisions of the contract, including the General Covenants and Provisions, Supplementary Covenants and Provisions and General Requirements.

1.02 DEFINITIONS:

A. Specific administrative and…