Atch_1_Saratoga_Seperators_Specs.pdf

Saratoga National Fish Hatchery

Wastewater Effluent Treatment Clarifier Rehabilitation

Technical Specifications

April 18, 2017

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MCMILLEN JACOBS – 022717 TABLE OF CONTENTS

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SARATOGA NATIONAL FISH HATCHERY

WASTEWATER EFFLUENT CLARIFIER REHABILITATION PROJECT

UNITED STATES FISH AND WILDLIFE SERVICE

VOLUME 2 - TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

Division 01 – General Requirements

Section 01 10 00 – Summary of Work Section 01 33 00 – Contractor Submittals Section 01 40 00 – Quality Requirements Section 01 50 00 – Mobilization Section 01 55 00 – Site Access and Storage Section 01 56 00 – Protection of Existing Facilities Section 01 57 20 – Temporary Environmental Controls Section 01 60 00 – Products, Materials, Equipment, and Substitutions Section 01 74 30 – Pressure Pipeline Testing Section 01 77 00 – Project Closeout

Division 03 – Concrete

Section 03 11 13 – Concrete Formwork Section 03 20 00 – Reinforcement Steel Section 03 32 00 – Cast-in-Place Concrete Section 03 32 00 – Joints in Concrete

Division 05 – Metals

Section 05 50 00 – Miscellaneous Metalwork

Division 26 – Electrical

Section 26 05 00 – Electrical Work, General Section 26 05 10 – Electric Motors

Division 31 – Earthwork

Section 31 00 00 – Earthwork Section 31 11 00 – Site Preparation Section 31 23 00 – Controlled Low Strength Material Section 31 35 00 – Erosion and Sediment Control General Section 31 35 20 – Erosion and Sediment Control Barrier Section 31 51 00 – Helical Anchors

Division 32 – Exterior Improvements Section 32 31 13 – Chain Link Fencing

Division 40 – Process Integration Section 40 23 00 – Piping, General Section 40 23 02 – Pipe Supports Section 40 23 22 – PVC Pressure Pipe

Division 43 –Process Gas and Liquid Handling, Purification, and Storage Equipment Section 43 25 00 – Valves, General

MCMILLEN JACOBS – 022717 TABLE OF CONTENTS

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Section 43 25 01 – Valve & Gate Actuators Section 43 25 02 – Butterfly Valves Section 43 25 03 – Check Valves Section 43 25 05 – Slide Gates

Division 44 – Pollution and Waste Control Equipment

Section 44 35 34 – Horizontal Self Priming End Suction Pumps

MCMILLEN JACOBS – 033117 SUMMARY OF WORK

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SECTION 01 11 00 - SUMMARY OF WORK

PART 1 -- GENERAL

1.1 SUMMARY

A. The WORK to be performed under this Contract shall consist of furnishing plant, tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the OWNER.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The WORK of this Contract comprises the rehabilitation of three radial clarifiers, one of which is in need of repair from floating. The pipe connections to all three clarifiers will be checked and repaired as needed as well as the influent and effluent pipes. The effluent sludge pipes for all three clarifiers will be upgraded. The effluent pipe to the adjacent pond will be replaced with a 4” PVC pipe and the existing 2” effluent pipe to the Brauer ditch will be replaced with a 4” PVC pipe. All three clarifiers will be fitted with concrete collars which will have helical anchors imbedded into them and protruding 17 feet into the earth to ensure the clarifiers do not float in the future. The three existing 18 inch diameter gate valves will be retrofitted with square-nut adaptors and a T-handle for ease of use. The existing pump will be upgraded to a 5 hp pump. A new concrete pad surrounding all three clarifiers will be installed as well as a chain-link fence with a removable panel to allow for access.

B. The WORK is located at the OWNER's fish hatchery, 207 Co Rd 207, Saratoga, WY 82331. The Saratoga NFH is located approximately 4 miles northeast of Saratoga, Wyoming.

1.3 CONTRACT METHOD

A. The base bid WORK hereunder will be constructed under a single lump sum contract.

B. Provide a separate additive bid price for Bid Option #1, replacement of existing 24-inch and 30 inch slide gates at valve box #6 as indicated on the Drawings.

1.4 OWNER FURNISHED MATERIALS

A. The OWNER will provide 620 feet of 8-ft high chainlink fence. The material will be delivered, rolled up on four pallets and includes: (64) twelve foot high support posts, 3-inch diameter line posts and 4-inch diameter corner posts and approximately 620 feet of 8-foot wide chainlink fabric and horizontal support piping with pipe connectors. The fence is being donated by Leadville National Fish Hatchery and it is recognized by the

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OWNER that some of the piping and supports may need straightening prior to installation.

1.5 WORK BY OTHERS

A. Where 2 or more contracts are being performed at one time on the same Site or adjacent land in such manner that work under one contract may interfere with work under another, the OWNER will determine the sequence and order of the Work in either or both contracts. When the Site of one contract is the necessary or convenient means of access for performance of work under another, the OWNER may grant privilege of access or other reasonable privilege to the contractor so desiring, to the extent, amount , and in manner and at time that the OWNER may determine. No OWNER determination of method or time or sequence or order of the work or access privilege shall be the basis for a claim for delay or damage except under provisions of the General Conditions for temporary suspensions of the work. The CONTRACTOR shall conduct its operations so as to cause a minimum of interference with the work of such other contractors, and shall cooperate fully with such contractors to allow continued safe access to their respective portions of the Site, as required to perform work under their respective contracts.

B. Interference With Work On Utilities: The CONTRACTOR shall cooperate fully with all utility forces of the OWNER or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the WORK, and shall schedule the WORK so as to minimize interference with said relocation, altering, or other rearranging of facilities.

1.6 WORK SEQUENCE

A. The CONTRACTOR's shall coordinate with the OWNER to ensure no interruptions to the facility operations occur during the contract period.

B. Access to the site is limited to daylight hours.

1.7 CONTRACTOR USE OF SITE

A. The CONTRACTOR's use of the Site shall be limited to its construction operations, including on-Site storage of materials, on-Site fabrication facilities, and field offices.

1.8 OUTAGE PLAN AND REQUESTS

A. Unless the Contract Documents indicate otherwise, the CONTRACTOR shall not remove from service, de-energize, or modify settings for any existing operating tank pipeline, valve, channel, equipment, structure, road, or any other facility without permission from the OWNER.

B. Where the WORK requires modifications to existing facilities or construction of new facilities and connection of new facilities to existing facilities, the CONTRACTOR shall submit a detailed outage plan and schedule for the OWNER'S approval a minimum of two (2) weeks in advance of the time that such outage is planned.

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C. A completed System Outage Request form (blank furnished by the OWNER) shall accompany each outage plan. The outage plans shall be coordinated with the construction schedule and shall meet the restrictions and conditions of the Contract Documents. The outage plan shall describe the CONTRACTOR's method for preventing bypassing of other treatment units; the length of time required to complete said operation; any necessary temporary power, controls, instrumentation or alarms required to maintain control, monitoring, and alarms for the treatment plant processes; and the manpower, plant, and equipment which the CONTRACTOR will furnish for proper operation of associated treatment units. All costs for preparing and implementing the outage plans shall be at no increase in cost to the OWNER.

D. The OWNER shall be notified in writing at least one week in advance of the required outage if the schedule for performing the work has changed or if revisions to the outage plan are required.

E. The CONTRACTOR shall provide written confirmation of the shutdown date and time two (2) working days prior to the actual shutdown.

1.9 OWNER USE OF THE SITE

A. The OWNER may utilize all or part of the existing facilities during for the conduct of the OWNER's normal operations. The CONTRACTOR shall cooperate and coordinate with the OWNER to facilitate the OWNER's operations and to minimize interference with the CONTRACTOR's operations at the same time. In any event, the OWNER shall be allowed access to the Site during the period of construction.

1.10 PROJECT MEETINGS

A. Preconstruction Conference

1. Prior to the commencement of WORK at the Site, a preconstruction conference will be held at a mutually agreed upon time and place. The conference shall be attended by the CONTRACTOR'S Project Manager, its superintendent, and its subcontractors as the CONTRACTOR deems appropriate. Other attendees will be:

a. OWNER and the Resident Project Representative.

b. Representatives of OWNER.

c. Governmental representatives as appropriate.

d. Others as requested by CONTRACTOR, or OWNER.

2. The CONTRACTOR shall bring the preconstruction conference submittals in accordance with Section 01 33 00 - Contractor Submittals.

3. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished to the CONTRACTOR prior to the meeting date. However, the CONTRACTOR should be prepared to discuss all of the items listed below.

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a. Status of CONTRACTOR's insurance and bonds.

b. CONTRACTOR's tentative schedules.

c. Transmittal, review, and distribution of CONTRACTOR's submittals.

d. Processing applications for payment.

e. Maintaining record documents.

f. Critical work sequencing.

g. Field decisions and Change Orders.

h. Use of Site, office and storage areas, security, housekeeping, and OWNER's needs.

i. Major equipment deliveries and priorities.

j. CONTRACTOR's assignments for safety and first aid.

k. Daily Report Form which the OWNER will furnish.

l. Submittal Transmittal Form which the OWNER will furnish.

4. The OWNER will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance.

5. The CONTRACTOR and its subcontractors should plan on the conference taking no less than two (2) full working days. The first day will cover the items listed in paragraphs 2 and 3, and the following day(s) will be spent on reviewing the Drawings and Specifications, in extensive detail, with the OWNER.

B. Progress Meetings

1. The OWNER will schedule and hold regular on-Site progress meetings at least weekly and at other times as requested by CONTRACTOR or as required by progress of the WORK. The CONTRACTOR, OWNER, and all subcontractors active on the Site shall attend each meeting. CONTRACTOR may at its discretion request attendance by representatives of its suppliers, manufacturers, and other subcontractors.

2. The OWNER will preside at the progress meetings and will arrange for keeping and distributing the minutes. The purpose of the meetings is to review the progress of the WORK, maintain coordination of efforts, discuss changes in scheduling, and resolve other problems which may develop. During each meeting, the CONTRACTOR shall present any issues that may impact its progress with a view to resolve these issues expeditiously.

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PART 2 -- PRODUCTS (NOT USED)

PART 3 -- EXECUTION (NOT USED)

- END OF SECTION -

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MCMILLEN JACOBS – 033117 CONTRACTOR SUBMITTALS

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SECTION 01 33 00 - CONTRACTOR SUBMITTALS

PART 1 -- GENERAL

1.1 SUMMARY

A. Wherever submittals are required in the Contract Documents, submit them to the OWNER or OWNER’s Resident Representative as directed.

B. Within seven (7) Days after the date of commencement as stated in the Notice to Proceed, the CONTRACTOR shall submit the following items for review:

1. A preliminary schedule of Shop Drawings, Samples, and proposed Substitutes ("Or- Equal") submittals listed in the Bid. The schedule of submittals shall be based on CONTRACTOR's priority, planned construction sequence and schedule, long lead items, and size of submittal package. Allow time for resubmittals.

2. A list of permits and licenses the CONTRACTOR shall obtain, indicating the agency required to grant the permit and the expected date of submittal for the permit and required date for receipt of the permit.

1.2 PRECONSTRUCTION CONFERENCE SUBMITTALS

A. At the preconstruction conference of Section 01 11 00 - Summary of Work, the CONTRACTOR will submit the following items to the OWNER for review:

1. A revised schedule of Shop Drawings, Samples, and proposed Substitute ("Or- Equal") submittals listed in the Bid.

2. A list of permits and licenses the CONTRACTOR shall obtain, indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

3. A preliminary schedule of values in accordance with Section 01 29 73 - Schedule of Values.

4. A 60-Day plan of operation in accordance with Section 01 32 16 - CPM Construction Schedule.

5. A detailed layout of the field office required under Section 01 52 00 - Field Office, Equipment, and Services. The office shall not be shipped to the Site until the layout is approved.

1.3 SHOP DRAWINGS

A. All shop drawing submittals along with the shop drawing transmittal form, shall be made electronically in “.pdf” format and distributed by email from the CONTRACTOR to the OWNER’s Resident Project Representative (RPR). The OWNER’S RPR shall be responsible to distribute each shop drawing to all reviewers and to receive and compile all review comments generated.

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B. Wherever called for in the Contract Documents or where required by the OWNER, the CONTRACTOR shall furnish a clear (non-scanned) electronic version, of each Shop Drawing submittal. Shop Drawings may include detail design calculations, shop-prepared drawings, fabrication and installation drawings, erection drawings, lists, graphs, catalog sheets, data sheets, and similar items. Whenever the CONTRACTOR is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an engineer registered in the appropriate branch and in the state wherein the project is located, unless otherwise indicated.

C. Shop Drawing submittals shall be accompanied by the OWNER's standard submittal transmittal form, an electronic copy of which is available from the OWNER. A submittal without the form or where applicable items on the form are not completed will be returned for resubmittal.

D. Organization

1. A single submittal transmittal form shall be used for each technical specification section or item or class of material or equipment for which a submittal is required. A single submittal covering multiple sections will not be acceptable, unless the primary specification references other sections for components.

2. On the transmittal form, index the components of the submittal and insert tabs in the submittal to match the components. Relate the submittal components to specification paragraph and subparagraph, Drawing number, detail number, schedule title, room number, or building name, as applicable.

3. Unless indicated otherwise, terminology and equipment names and numbers used in submittals shall match those used in the Contract Documents.

E. Format

1. Minimum sheet size shall be 8-1/2 inches by 11-inches. Maximum sheet size shall be 11-inches by 17-inches. Every page in a submittal shall be numbered in sequence. All sheets shall be submitted on one (1) pdf file and arranged.

2. Where product data from a manufacturer is submitted, clearly mark which model is proposed, with complete pertinent data capacities, dimensions, clearances, diagrams, controls, connections, anchorage, and supports. Sufficient level of detail shall be presented for assessment of compliance with the Contract Documents.

3. Each submittal shall be assigned a unique number. Submittals shall be numbered sequentially, and the submittal numbers shall be clearly noted on the transmittal.

Original submittals shall be assigned a numeric submittal number followed by a decimal point and a “1” to indicate it is an original (first) submittal. (For example, if submittal number 16.1 requires a resubmittal, that resubmittal will bear the designation “16.2”. A further resubmittal would bear the designation “16.3”, etc.

F. Disorganized submittals that do not meet the requirements of the Contract Documents will be returned without review.

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G. Except as may otherwise be indicated, the OWNER will return email comments (in pdf format) of each submittal to the OWNER’s RPR with comments noted thereon, within 14 calendar Days following receipt by the OWNER. The OWNER’s RPR will compile all comments and return the complete submittal (in pdf format), within 21 calendar days following original receipt by the OWNER’s RPR. It is considered reasonable that the CONTRACTOR will make a complete and acceptable submittal to the OWNER’s RPR by the first resubmittal on an item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the OWNER's review beyond the first resubmittal. The OWNER's and OWNER RPR’s combined maximum review period for each submittal or resubmittal will be 21 calendar Days. Thus, for a submittal that requires 2 resubmittals before it is complete, the maximum review period could be 63 calendar Days.

H. Submittal Review Marking

1. NO EXCEPTIONS TAKEN. If a submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN," formal revision and resubmission will not be required.

2. MAKE CORRECTIONS NOTED. If a submittal is returned marked "MAKE CORRECTIONS NOTED," CONTRACTOR shall make the corrections on the submittal, but formal revision and resubmission will not be required.

3. REVISE-RESUBMIT. If a submittal is returned marked "REVISE-RESUBMIT," the CONTRACTOR shall revise it and shall resubmit the required number of copies.

Resubmittal of portions of multi-page or multi-drawing submittals will not be allowed.

For example, if a Shop Drawing submittal consisting of 10 drawings contains one drawing noted as "REVISE - RESUBMIT," the submittal as a whole is deemed "REVISE - RESUBMIT," and all 10 drawings are required to be resubmitted.

4. REJECTED-RESUBMIT. If a submittal is returned marked "REJECTED- RESUBMIT," it shall mean either that the proposed material or product does not satisfy the specification, the submittal is so incomplete that it cannot be reviewed, or is a substitution request not submitted in accordance with Section 01 60 00 - Products, Materials, Equipment, and Substitutions. In the first 2 cases, the CONTRACTOR shall prepare a new submittal and shall resubmit. In the latter case, the CONTRACTOR shall submit the substitution request according to Section 01 60 00.

I. Resubmittal of rejected portions of a previous submittal will not be allowed. Every change from a submittal to a resubmittal or from a resubmittal to a subsequent resubmittal shall be identified and flagged on the resubmittal.

J. Fabrication of an item may commence only after the OWNER has reviewed the pertinent submittals and returned copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as changes to the contract requirements.

K. Submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR prior to submission to the OWNER. Each submittal shall be dated and signed by the CONTRACTOR as being correct and in strict conformance with the

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Contract Documents. In the case of Shop Drawings, each sheet shall be so dated and signed. Any deviations from the Contract Documents shall be noted on the transmittal sheet. The OWNER will only review submittals that have been so verified by the CONTRACTOR. Non-verified submittals will be returned to the CONTRACTOR without action taken by the OWNER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

L. Corrections or comments made on the CONTRACTOR's Shop Drawings during review do not relieve the CONTRACTOR from compliance with Contract Drawings and Specifications. Review is for conformance to the design concept and general compliance with the Contract Documents only. The CONTRACTOR is responsible for confirming and correlating quantities and dimensions, fabrication processes and techniques, coordinating WORK with the trades, and satisfactory and safe performance of the WORK.

1.4 SAMPLES

A. The CONTRACTOR shall submit the number of samples indicated by the Specifications.

If the number is not indicated, submit not less than three (3) samples. Where the amount of each sample is not indicated, submit such amount as necessary for proper examination and testing by the methods indicated.

B. Samples shall be individually and indelibly labeled or tagged, indicating the salient physical characteristics and manufacturer's name. Upon acceptance by the OWNER, one set of the samples will be stamped and dated by the OWNER and returned to the CONTRACTOR, and one set shall remain at the Site in the OWNER RPR’s field office until completion of the WORK.

C. Unless indicated otherwise, the OWNER will select colors and textures from the manufacturer's standard colors and standard materials, products, or equipment lines. If certain samples represent non-standard colors, materials, products, or equipment lines that will require an increase in Contract Times or Price, the CONTRACTOR shall clearly state so on the transmittal page of the submittal.

1.5 TECHNICAL MANUAL

A. The CONTRACTOR shall submit technical operation and maintenance information for each item of mechanical, electrical, and instrumentation equipment in an organized manner in the Technical Manual. It shall be written so that it can be used and understood by the OWNER's operation and maintenance staff.

B. Organization. The Technical Manual shall be subdivided first by specification section number; second, by equipment item; and last, by "Category." The following "Categories" shall be addressed (as applicable):

1. Category 1 - Equipment Summary

a. Summary: A table shall indicate the equipment name, equipment number, and process area in which the equipment is installed.

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b. Form: The OWNER will supply an Equipment Summary Form for each item of mechanical, electrical, and instrumentation equipment in the WORK. The CONTRACTOR shall fill in the relevant information on the form and include it in Part 1.

2. Category 2 - Operational Procedures

a. Procedures: Manufacturer-recommended procedures on the following shall be included in Part 2:

1) Installation

2) Adjustment

3) Startup

4) Location of controls, special tools, equipment required, or related instrumentation needed for operation

5) Operation procedures

6) Load changes

7) Calibration

8) Shutdown

9) Troubleshooting

10) Disassembly

11) Reassembly

12) Realignment

13) Testing to determine performance efficiency

14) Tabulation of proper settings for pressure relief valves, low and high pressure switches, and other protection devices

15) List of all electrical relay settings including alarm and contact settings

3. Category 3 - Preventive Maintenance Procedures

a. Procedures: Preventive maintenance procedures shall include manufacturer-recommended procedures to be performed on a periodic basis, both by removing and replacing the equipment or component, and by maintaining the equipment in place.

b. Schedules: Recommended frequency of preventive maintenance procedures shall be included. Lubrication schedules, including lubricant SAE grade, type, and temperature ranges, shall be covered.

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4. Category 4 - Wiring and Loop Diagrams

a. Diagrams: This category includes complete internal and connection wiring diagrams for electrical and instrumentation equipment items.

5. Category 5 - Shop Drawings

a. Drawings: This category includes approved shop or fabrication drawings with OWNER comments and corrections incorporated, complete with dimensions.

6. Category 6 - Parts List

a. Parts List: A complete parts list shall be furnished, including a generic description and manufacturer's identification number for each part. Addresses and telephone numbers of the nearest supplier and parts warehouse shall be included.

b. Drawings: Cross-sectional or exploded view drawings shall accompany the parts list. Part numbers shall appear on the drawings with arrows to the corresponding part.

7. Category 7 - Safety

a. Procedures: This category describes the safety precautions to be taken when operating and maintaining the equipment or working near it.

8. Category 8 – Documentation & Warrantees

a. Equipment warranties, affidavits, certifications, calibrations, laboratory test results, etc. required by the Technical Specifications shall be placed in this category.

C. Format

1. Each Technical Manual shall be bound in standard size 3 ring hardcover binders labeled on the spine and cover with project name, OWNER's project number, specification section number, equipment name, and equipment identification number

2. Each Binder shall contain its own detailed table of contents at the front, plus a summary level table of contents information for the other binders in a multi-binder set.

3. Documents in binders shall be 3-hole punched, no text shall be punched out, and pages larger than 8-1/2 inches by 11-inches shall be folded to 8-1/2 inches by 11-inches. Binder ring size shall not exceed 2.5-inches in diameter.

D. Technical Manual Review Process

1. The CONTRACTOR shall furnish three (3) draft Technical Manuals for each Specification Section that requires a Manual. The OWNER’s RPR will retain one (1) copy, will forward one (1) copy to the OWNER, and will return one (1) copy to the CONTRACTOR with review comments.

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2. The CONTRACTOR shall incorporate all comments into the draft and shall submit five (5) identical hard copies of the final Manual, bound in 3-ring binders, for acceptance.

E. Schedule

1. WORK under this Contract involves start-up and commissioning of equipment in one area of the facility at within the project schedule. Manuals shall be complete for each piece of equipment prior to final acceptance of the equipment by the OWNER.

Except where indicated otherwise, manuals shall be submitted for review in final form a minimum of 30 Days prior to the start of performance testing for each piece of equipment. Discrepancies found by the OWNER shall be corrected within 30 Days from the date of written notification by the OWNER’s RPR.

1.6 SPARE PARTS LIST

A. The CONTRACTOR shall furnish to the OWNER spare parts information for mechanical, electrical, and instrumentation equipment. The spare parts list shall include those spare parts that each manufacturer recommends be maintained by the OWNER in inventory.

1. Sources and Pricing: The spare parts list shall include a current list price of each spare part. Each manufacturer or supplier shall indicate the name, address, and telephone number of its nearest outlet of spare parts to assist the OWNER in ordering.

2. Format: The CONTRACTOR shall cross-reference spare parts lists to the equipment numbers designated in the Contract Documents. The spare parts lists shall be bound in standard size, 3 ring, loose-leaf, vinyl plastic hard cover binders suitable for bookshelf storage. Binder ring size shall not exceed 2.5 inches.

1.7 RECORD DRAWINGS

A. The CONTRACTOR shall maintain one set of Drawings at the Site for the preparation of record drawings. On these, it shall mark every project condition, location, configuration, and any other change or deviation which may differ from the Contract Drawings at the time of award, including buried or concealed construction and utility features that are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of buried utilities that differ from the locations indicated, or that were not indicated on the Contract Drawings.

B. The record drawings shall be supplemented by any detailed sketches as necessary or as CONTRACTOR is directed, to fully indicate the WORK as actually constructed.

These record drawings are the CONTRACTOR's representation of as-built conditions, shall include revisions made by addenda and change orders, and shall be maintained up-to-date during the progress of the WORK. Red ink shall be used for alterations and notes. Notes shall identify relevant Change Orders by number and date.

C. 11-inch x 17-inch size paper copies of the record drawings shall be submitted to the OWNER’s RRP at 120 day intervals, staring after the date of the Notice to Proceed, and also at completion of WORK. Failure to submit complete record drawings on or before

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these dates will enact the liquidated damages clause for interim record drawing submittals described in Division 00 Contract Specifications.

D. In the case of those drawings that depict the detail requirement for equipment to be assembled and fabricated in the factory, the record drawings shall be updated by indicating those portions which are superseded by change order drawings or final Shop Drawings, and by including appropriate reference information describing the change orders by number and the Shop Drawings by manufacturer, drawing, and revision numbers.

E. Disorganized or incomplete record drawings will not be accepted. The CONTRACTOR shall revise them and resubmit the drawings for review.

F. Record drawings shall be accessible to the OWNER’s RPR during the construction period.

G. Final payment will not be acted upon until the record drawings have been completed and delivered to the OWNER’s RPR. Said up-to-date record drawings shall be in the form of a set of prints with carefully plotted information overlaid on the Contract Drawings.

H. Information submitted by the CONTRACTOR will be assumed to be correct, and the CONTRACTOR shall be responsible for the accuracy of such information

1.8 QUALITY CONTROL (QC) SUBMITTALS

A. Quality control submittals are defined as those required by the Specifications to present documentary evidence to the OWNER that the CONTRACTOR has satisfied certain requirements of the Contract Documents.

B. Unless otherwise indicated, QC submittals shall be submitted:

1. Before delivery and unloading, for the following types of submittals:

a. Manufacturers' installation instructions

b. Manufacturers' and Installers' experience qualifications

c. Affidavits and manufacturers' certification of compliance with indicated product requirements

d. Laboratory analysis results

e. Factory test reports

f. Ready mix concrete delivery tickets

g. Design calculations

2. Within 30 Days of the event documented for the following types of submittals:

a. Manufacturers' field representative certification of proper installation

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b. Field measurement

c. Field test reports

d. Receipt of permit

e. Receipt of regulatory approval

C. The OWNER’s RPR will record the date that a QC submittal was received and review it for compliance with submittal requirements, but the review procedures above for Shop Drawings and samples will not apply.

1.9 INFORMATIONAL SUBMITTALS

A. Informational submittals, such as Requests for Information (RFI), Deviation Request (DR), Change Order Proposals (COR), etc. formalize the flow of information between the CONTRACTOR and the OWNER. The OWNER’s standard forms will be employed for such purpose. Electronic copies of all standard Construction Management forms shall be provided by the OWNER to the CONTRACTOR.

1.10 CONSTRUCTION PHOTOGRAPHS

A. The CONTRACTOR shall be responsible to take digital construction photographs, no less than once per week, showing the progress of the WORK, including documentation of all buried utilities encountered during construction as well as installation of new buried utilities and buried WORK required by the Contract.

B. Upon completion of the WORK and before final payment, the CONTRACTOR shall electronically submit all photographs to the OWNER on a CD or other electronic media with each photograph’s file name identified by location and date it was taken.

PART 2 -- PRODUCTS (NOT USED)

- END OF SECTION –

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MCMILLEN JACOBS – 033117 QUALITY REQUIREMENTS

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SECTION 01 40 00 – QUALITY REQUIREMENTS

PART 1 -- GENERAL

1.1 QUALITY CONTROL

A. The CONTRACTOR shall provide tests and reports described in this section with any tests, reports, and other information that may be additionally required in any section of the specifications.

1.2 TESTS BY INDEPENDENT TESTING LABORATORY

A. Testing Laboratory

1. The OWNER will select and direct an independent construction inspector and testing laboratory (Testing Lab) to perform inspection and testing services as described in this Section. The construction inspector and testing laboratory will work solely at the direction of the OWNER’s own Quality Assurance program. The CONTRACTOR shall include the cost in the price proposal to provide his own testing services program.

B. The CONTRACTOR shall:

1. Make available and deliver to Testing Lab, at the CONTRACTOR’s expense, all materials to be tested. The CONTRACTOR shall be responsible for coordinating all testing.

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

3. Advise Testing Lab of the identity of material sources and instruct suppliers to allow inspections by the laboratory if so desired by the OWNER.

C. The testing lab is not authorized to:

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

2. Approve or accept any portion of the work.

3. Perform any duties required of the CONTRACTOR, including any testing work requested by the CONTRACTOR for verification.

D. Tests shall be conducted in accordance with the requirements of the specifications as designated or, where not specified, as requested by the OWNER. All testing will be in accordance with the latest standards of American Society for Testing and Materials.

1.3 INDEPENDENT TESTING LABORATORY SERVICES, TESTS AND RELATED

CONTRACTOR RESPONSIBILITIES

A. Testing Lab Services will be performed for, though are not limited to, the following items:

1. Compacted Soils

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a. The Testing Lab will secure samples of onsite fills proposed for use or being used in construction and test for proper gradation (sieve analysis) in accordance with the applicable sections of these specifications. This will also be done on CONTRACTOR provided samples from offsite borrow sources.

b. The Testing Lab will establish optimum moisture – density relationship in accordance with ASTM D698 (Standard Proctor).

c. The OWNER reserves the right to make or request in-situ tests of fills and backfills at any time, above those require by the CONTRACTOR, in order to determine compliance with the specifications.

2. Concrete

a. The Testing Lab will test samples of aggregates CONTRACTOR proposes to use for compliance with specifications.

b. The OWNER will verify compliance with the specifications for cement proposed for use by the CONTRACTOR based on data submitted by the CONTRACTOR.

c. The Testing Lab will review the CONTRACTOR’s proposed design concrete mix, as well as perform appropriate laboratory tests during construction, including compression tests of cylinders and slump test, if required, to substantiate mix designs.

d. When requested by the OWNER, the Testing Lab will inspect and collect test materials during concrete work to substantiate compliance with specifications and mix requirements.

e. Slump Test

1) The right to perform or request a slump test by the CONTRACTOR at any time, which may be in addition to the CONTRACTOR’s testing, is reserved for the OWNER.

2) Test cylinders shall be prepared and supplied by the CONTRACTOR as required by SECTION 03 30 00 as follows:

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

b) Test cylinders shall be made and cured by the Contractor in conformity with ASTM C31. No sooner than 24 hours, but no more than 48 hours, after taking cylinders, the Contractor shall carefully transport the cylinders to the Testing Laboratory for moisture curing.

f. The Testing Lab will perform the required number of compression tests as follows:

1) Test one cylinder to failure at 7 days.

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2) Test two (2) cylinders at 28 days in accordance with ASTM C39 and SECTION 03 30 00 of these specifications.

g. The CONTRACTOR shall identify all test cylinders with symbols to indicate location on the job where concrete test was made. Symbols will be used to record placement locations on record drawings.

3. The Testing Lab will verify roadway Aggregate Gradation and Compaction in Accordance with applicable specifications.

1.4 CONTRACTOR’S RESPONSIBILITIES

A. Furnish product data meeting or exceeding contract requirements in accordance with the applicable specifications.

B. Cooperate with any of OWNER and Testing Lab personnel, in providing access to work and to manufacturer's or suppliers operations.

1. Direct CONTRACTOR’s representative, if desired, to monitor each inspection, sampling and test.

2. The CONTRACTOR shall, within 24 hours, notify the OWNER in writing of reasons for not acknowledging field testing and sampling procedures.

C. Provide to the Testing Lab, initial representative samples of materials to be tested, in specified quantities.

D. Furnish copies of mill test reports.

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

F. Furnish labor and facilities:

1. To provide access to work to be tested.

2. To obtain, handle and transport samples at site.

3. To facilitate inspections and tests.

4. For the Testing Lab’s exclusive use for storage and pouring of concrete test samples.

G. Notify the OWNER, Construction Inspector, and the Testing Lab sufficiently in advance of operations to allow for assignment of personnel and scheduling of tests. A minimum of two (2) days advance notice will be provided. CONTRACTOR shall notify the OWNER, Construction Inspector and the Testing Lab when work is ready for testing. The CONTRACTOR shall provide a schedule for the Testing Lab for acceptance by the Construction Inspector and OWNER. The CONTRACTOR shall pay for any testing he or any of his representatives or employees schedule as defined in these specifications.

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H. Work which is defective or which fails to conform to the contract documents shall be corrected by the CONTRACTOR at the CONTRACTOR's sole expense. Corrective work shall not be cause for delay in the project schedule or the work of other CONTRACTOR.

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

J. Restore all surfaces and areas disturbed by testing operations to conditions existing before testing.

1.5 QUALIFICATIONS FOR WELDING WORK

A. Welders employed in executing work under this project shall possess qualification papers given by an independent testing laboratory under AWS Code, Standard Qualifications Procedure.

B. The qualification papers shall be dated no earlier than six months prior to the start of the project. Welders not engaged in welding for a period of three or more months within the 6 months preceding construction must be re-qualified.

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MCMILLEN JACOBS – 033117 MOBILIZATION

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SECTION 01 50 00 - MOBILIZATION

PART 1 -- GENERAL

1.1 GENERAL

A. CONTRACTOR shall mobilize as required for the proper performance and completion of the WORK and in accordance with the Contract Documents.

B. Mobilization shall include at least the following items:

1. Moving onto the Site of CONTRACTOR's plant and equipment necessary for the first month of operations.

2. Installing temporary construction power, wiring, and lighting facilities.

3. Providing field offices for the CONTRACTOR, complete with furnishings, equipment, and utility services.

4. Providing on-Site communication facilities, including telephones.

5. Providing on-Site sanitary facilities and potable water facilities.

6. Arranging for and erection of CONTRACTOR's WORK and storage yards.

7. Constructing and implementing security features and requirements complying with Section 01 35 53 - Security.

8. Obtaining required permits.

9. Having OSHA required notices and establishing safety programs.

10. Having the CONTRACTOR's superintendent at the Site full time.

11. Submitting initial submittals.

PART 2 -- PRODUCTS (NOT USED)

- END OF SECTION –

MCMILLEN JACOBS – 033117 MOBILIZATION

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MCMILLEN JACOBS – 033117 SITE ACCESS AND STORAGE

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SECTION 01 55 00 - SITE ACCESS AND STORAGE

PART 1 -- GENERAL

1.1 HIGHWAY LIMITATIONS

A. The CONTRACTOR shall make its own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the WORK. It shall be the CONTRACTOR's responsibility to construct and maintain any haul roads required for its construction operations.

1.2 TEMPORARY CROSSINGS

A. General: Continuous, unobstructed, safe, and adequate pedestrian and vehicular access shall be provided to fire hydrants, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, and hospitals. Safe and adequate public transportation stops and pedestrian crossings at intervals not exceeding 300-feet shall be provided. The CONTRACTOR shall cooperate with parties involved in the delivery of mail and removal of trash and garbage so as to maintain existing schedules for such services. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time.

B. Street Use: Nothing herein shall be construed to entitle the CONTRACTOR to the exclusive use of any public street, alleyway, or parking area during the performance of the WORK hereunder, and it shall conduct its operations to not interfere unnecessarily with the authorized work of utility companies or other agencies in such streets, alleyways, or parking areas. No street shall be closed to the public without first obtaining permission of the OWNER and proper governmental authority. Fire hydrants on or adjacent to the WORK shall be kept accessible to fire-fighting equipment. Temporary provisions shall be made by the CONTRACTOR to assure the use of sidewalks and the proper functioning of gutters, storm drain inlets, and other drainage facilities.

C. Traffic Control: For the protection of traffic in public or private streets and ways, the

CONTRACTOR shall provide, place, and maintain necessary barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of the “Traffic Control for Roadway Work Operations”, published by Wyoming Department of Transportation.

1. The CONTRACTOR shall take necessary precautions for the protection of the WORK and the safety of the public. Barricades and obstructions shall be illuminated at night from sunset to sunrise. The CONTRACTOR shall station such guards or flaggers and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. Signs, signals, and barricades shall conform to the requirements of Wyoming-OSHA and Subpart G, Part 1926, of the OSHA Safety and Health Standards for Construction.

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2. The CONTRACTOR shall remove traffic control devices when no longer needed, repair damage caused by installation of the devices, and shall remove post settings and backfill the resulting holes to match grade.

D. Temporary Street Closure: If closure of any street is required during construction, the CONTRACTOR shall apply in writing to the City Engineer and any other jurisdictional agency at least 30 Days in advance of the required closure.

E. Temporary Driveway Closure: The CONTRACTOR shall notify the OWNER of the closure of the driveways to be closed more than one 8 hour work day at least three (3) working days prior to the closure. The CONTRACTOR shall minimize the inconvenience and minimize the time period that the driveways will be closed. The CONTRACTOR shall fully explain to the owner/occupant how long the closure will take and when closure will start.

1.3 CONTRACTOR'S WORK AND STORAGE AREA

A. The OWNER will designate and arrange for the CONTRACTOR's use, a portion of the property adjacent to the WORK for its exclusive use during the term of the Contract as a storage and shop area for its construction operations on the WORK. At completion of WORK, the CONTRACTOR shall return this area to its original condition, including grading and landscaping.

B. The CONTRACTOR shall make its own arrangements for any necessary off-Site storage or shop areas necessary for the proper execution of the WORK.

C. The CONTRACTOR shall construct and use a separate storage area for hazardous materials used in constructing the WORK.

1. For the purpose of this paragraph, hazardous materials to be stored in the separate area are products labeled with any of the following terms: Warning, Caution, Poisonous, Toxic, Flammable, Corrosive, Reactive, or Explosive. In addition, whether or not so labeled, the following materials shall be stored in the separate area: diesel fuel, gasoline, new and used motor oil, hydraulic fluid, cement, paints and paint thinners, 2 part epoxy coatings, sealants, asphaltic products, glues, solvents, wood preservatives, sand blast materials, and spill absorbent.

2. Hazardous materials shall be stored in groupings according to the Material Safety Data Sheets.

3. The CONTRACTOR shall develop and submit to the OWNER a plan for storing and disposing of the materials above.

4. The CONTRACTOR shall obtain and submit to the OWNER a single EPA number for wastes generated at the Site.

5. The separate storage area shall meet the requirements of authorities having jurisdiction over the storage of hazardous materials.

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6. Hazardous materials that are delivered in containers shall be stored in the original containers until use. Hazardous materials delivered in bulk shall be stored in containers which meet the requirements of authorities having jurisdiction.

1.4 PARKING

A. The CONTRACTOR shall:

1. Provide temporary parking areas as follows:

a. TWO spaces for the OWNER

b. ONE space designated for the handicapped

2. When space on the Site is not available, the CONTRACTOR shall make TWO additional spaces available for the OWNER's use.

3. The CONTRACTOR shall direct its employees to park in areas requested by the

OWNER.

4. Traffic and parking areas shall be maintained in a sound condition, free of excavated material, construction equipment, mud, and construction materials. The CONTRACTOR shall repair breaks, potholes, low areas which collect standing water, and other deficiencies.

PART 2 -- PRODUCTS (NOT USED)

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MCMILLEN JACOBS – 033117 PROTECTION OF EXISTING FACILITIES

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SECTION 01 56 00 - PROTECTION OF EXISTING FACILITIES

PART 1 -- GENERAL

1.1 GENERAL

A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than prior to such damage or temporary relocation, all in accordance with the Contract Documents.

1.2 RIGHTS-OF-WAY

A. The CONTRACTOR shall not do any WORK that would affect any oil, gas, sewer, or water pipeline; any telephone, telegraph, or electric transmission line; any fence; or any other structure, nor shall the CONTRACTOR enter upon the rights-of-way involved until notified that the OWNER has secured authority therefore from the proper party.

B. After authority has been obtained, the CONTRACTOR shall give said party due notice of its intention to begin work, if required by said party, and shall remove,…