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01800-4
EQUIPMENT/ SYSTEM TESTING CERTIFICATION

not exceed 90 dBA, as measured 3 feet from the unit under free field

conditions.

a. Each unit shall be monitored for compliance independently with other
area equipment deactivated.

b. For monitoring, the equipment will be run under normal operation
conditions.

c. Contractor shall provide certified proof of calibration for instrument
utilized to measure noise level.

6. Other specific requirements as outlined within the individual specifications
sections.

Each piece of equipment shall be tested sufficiently to ensure that all features

required to be demonstrated and/or verified are within acceptable limits.

Where multiple units are provided, each unit shall under go equipment certification

testing procedures individually and then with multiple units on-line to verify the

total systems output capacity and performance.

The Contractor shall provide all power, chemical, tools, equipment, piping, labor,

water fuel, etc. as required for startup and testing. Contractor is responsible for

taking all required samples and testing samples at an independent lab, unless
otherwise indicated elsewhere. All waste materials shall be disposed of by the

Contractor in an environmentally acceptable manner at no additional cost to the

Owner.

All equipment provided on the project shall be demonstrated to function properly.

Demonstration as a component of an overall system shall not relieve the Contractor

of his responsibilities to demonstrate proper operation or verify specific

requirements for each individual component.

Minimum Certified Equipment Testing Requirements for Pumps:

1. If sufficient sewage or water is not available for tests, Contractor will provide
water at his expense for testing, if so directed.

2. During tests, observe and record head, output, rpm and motor input.
Sufficient test points shall be obtained to develop accurate pump system
curve. If multiple operational points are specified, compliance with all points
must be sufficiently demonstrated.

3. Fully demonstrate ability to operate at specified conditions without motor
overload.

4. For mechanical seals, after a run-in period of 30 minutes, the seal area shall be
wiped dry. The pump shall be operated for a 10 minute period. No
measurable leakage shall be detected from the mechanical seal.

5. Refer to Section 15400, as applicable, for additional details.

Minimum Certified Equipment Testing Requirements for Blowers/Fans:

1. During tests, observe and record pressure, unit rpm's and motor input. If
multiple operational points are specified, compliance with all points must be
sufficiently demonstrated.

2. Fully demonstrate ability to operate at specified conditions without motor
overload.

3. Refer to Section 15600 and 15907, as applicable, for additional details.

Minimum Certified Equipment Testing Requirements for Instrumentation/Control

Systems:

1. All instruments shall be calibrated in the presence of the Engineer.

2. All transmitters or direct-operated receivers shall be calibrated to impose input

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3.3

01800-5
EQUIPMENT/ SYSTEM TESTING CERTIFICATION

values representing zero percent, ten percent, and eighty percent of full scale.

3. The inputs and outputs of devices, as appropriate, shall be connected to
manometers for differential pressure devices, or compared to measured levels,
rates or quantities, during calibration. The receiving devices shall be adjusted
to read the calibrated output of the initial calibration.

4. After placing each measuring system in service, an actual comparison of the
measured variable versus readout shall be made. For each differential
pressure based measuring system, a manometer shall be connected to the
connections provided in the piping, tank or other appropriate device. Each
system shall meet the manufacturer's standard accuracy.

5. Secondary functions, such as sequencing, timing features, alarm actuation and
pacing shall be adjusted during initial calibration and demonstrated after the
system is placed in service.

6. Linkage or range adjustments shall be sealed by colored lacquer in the
presence of the Engineer immediately following calibration.

7. Process calibration, such as volumetric drawdown tests on flows and level
measurements, shall be conducted on all measuring systems as requested by
the Engineer. Once established as being within acceptable accuracy limits,
future tests which require use of the measuring device to demonstrate system
operations can utilize generation of mA signals to simulate level, flow or
similar variable variations.

8. Refer to Section 15604, as applicable, for additional details.

Minimum Certified Equipment Testing Requirements for Electrical Systems.

1. Refer to 16950.

OPERATOR TRAINING

A.

Operator Training shall be performed by a duly authorized representative of the
manufacturer, who is fully trained in the installation, startup and operation of the
equipment.

Unless otherwise noted within the specific specification sections, provide minimum
of one day (8-hour days, not including travel time) of combined training and
operational assistance for plant operators for each piece of equipment in the proper
operations of provided equipment, and in the techniques, methods, schedules, etc.
associated with maintenance.

The level of the training and operational assistance provided shall be as required to
ensure proper understanding of the equipments operations, maintenance and
warranty conditions. Should manufacturer require time in addition to the
minimums indicated herein, or within the individual specification sections, to
sufficiently detail the proper operations and maintenance of the equipment, it will
be provided at no additional cost to Owner. Under absolutely no circumstances
shall warrantees become void due to Owner's failure to follow operational and
maintenance procedures which were not fully detailed and described to Owner's
representatives during these sessions.

At the Owner’s discretion, the training sessions may be video recorded for the
Owner’s future use.

Refer to individual equipment specification sections for further requirements.

The manufacturer representative shall fill out the Equipment Training Certification
form included within this Section. Training will not be considered complete until
this form has been provided to the Engineer.

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01800-6
EQUIPMENT/ SYSTEM TESTING CERTIFICATION

EQUIPMENT START-UP CERTIFICATION

Owner: Date:

Project:

Contractor:

Equipment Manufacturer:

Equipment:

As an authorized representative of the equipment manufacturer, the undersigned certifies that the
equipment listed above conforms to the requirements of the Contract Documents. The
undersigned authorized representative of the manufacturer further certifies that the equipment
has been installed in accordance with the manufacturer's written instructions, that it is ready for
permanent operation and that nothing in the installation will render the manufacturer's warranty
null and void.

(Authorized Representative of the Manufacturer) (Date)
(Contractor) (Date)
(Engineer) Wright-Pierce (Date)

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01800-7
EQUIPMENT/ SYSTEM TESTING CERTIFICATION

EQUIPMENT TRAINING CERTIFICATION

Owner: Date:

Project:

Contractor:

Equipment Manufacturer:

Equipment:

1. I have trained the Owner's personnel in the proper operation and maintenance of the above
equipment.

(Authorized Representative of the Manufacturer) (Date)

2. The personnel listed below attended the training session.

(Owner's Representative) (Date)

3. Witnessed by:

Wright-Pierce (Date)
Wright-Pierce

230 Commerce Way, Suite 302
Portsmouth, NH 03801

13089K

01800-8
EQUIPMENT/ SYSTEM TESTING CERTIFICATION

EQUIPMENT/SYSTEM TESTING FORM

Owner: Date:

Project:

Contractor:

Equipment Manufacturer:

Equipment:

This certifies that the entire equipment/system has met the requirements of Section 01800, 16950
and all other applicable requirements of the contract documents.

(Authorized Representative of the Manufacturer (Date)
(Contractor) (Date)
(Engineer) Wright-Pierce (Date)

END OF SECTION

13089K

04200-1

SECTION 04200

UNIT MASONRY

PART 1 - GENERAL

1.1

1.2

1.3

1.4

SECTION INCLUDES
A. Modifications and/or Repairs to Masonry

RELATED SECTIONS

Section 01050 - Coordination
Section 01400 - Quality Control
Section 01710 - Project Cleaning
Section 07270 - Firestopping
Section 07900 - Joint Sealers
Division 15 - Mechanical
Division 16 - Electrical

QMO >

DELIVERY, STORAGE, AND HANDLING

A. Store cementitious materials off the ground, under cover and in a dry location.

B. Store aggregates such that grading and other required characteristics can be
maintained and contamination avoided.

SEQUENCING AND SCHEDULING
A. Coordinate work under provisions of Section 01050.

PART 2 - PRODUCTS

2.1

2.2

2.3

MATERIALS

A. Concrete Masonry Units: Normal weight hollow concrete masonry units, ASTM
C90.

B. All units indicated for use in fire rated assemblies shall be tested and approved for
the hour ratings indicated on the Drawings.

BRICK UNITS
A. Shal match the existing.

REINFORCEMENT AND ANCHORAGE

A. All masonry reinforcing shall be ASTM A153, hot dipped galvanized with a
minimum thickness of 1.5 oz./ft. of wire and ASTM A123 for all other shapes.

B. Single wythe joint reinforcement: Ladder type; cold-drawn steel conforming to
ASTM A82, nine (9) GA. side rods with nine gage cross ties.

C. Corrugated ties: Corrugated, 16 GA., 7/8-inch-wide, of sufficient length to penetrate
at least four inches into masonry or three inches into the veneer.

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04200-2
UNIT MASONRY

2.4 MORTAR AND GROUT MATERIALS

A. Portland cement: ASTM C150, Type I or Type II, gray color.
Masonry Cement: ASTM C91, Type S.
Mortar aggregate: ASTM C144, standard masonry type.
Grout aggregate: ASTM C476, Fine Grout.
Hydrated lime: ASTM C207, Type S.
Water: Clean and potable.

™mMOOW

2.5 MORTAR MIXES
A. Mortar shall be: ASTM C270, Type S with a minimum 28-day compressive strength
of 1800 PSI.

2.6 GROUT MIXES
A. Grout for bond beams, lintels and reinforced CMU cores shall have 2000 PSI
compressive strength at 28 days; mixed in accordance with ASTM C476 fine grout.

PART 3 - EXECUTION

3.1 MORTAR MIXING
A. Thoroughly mix mortar ingredients in quantities needed for immediate use in

accordance with ASTM C270:
1. Proportions by volume for Portland cement-lime-sand mixture:

a. 2 parts Portland cement

b. 1 part hydrated lime

c. 9 parts masonry sand
2. Properties by volume for masonry cement - sand mixture:

a. 2 parts masonry cement

b. 6 parts masonry sand
Do not use anti-freeze compounds to lower the freezing point of mortar.
If water is lost by evaporation, retemper only within two hours of mixing.
Use mortar within two hours after mixing at temperatures of 80 degrees F, or 2%
hours at temperatures under 50 degrees F.
E. Use care when mixing to provide a consistent mixture.

go

3.2 GROUT MIXING
A. Thoroughly mix grout ingredients in quantities needed for immediate use in
accordance with ASTM C476:
1. Proportions by volume:
a. 1 part Portland cement
b. 1/10-part hydrated lime
c. 3 parts sand
B. Do not use anti-freeze compounds to lower freezing point of grout.

3.3. COURSING
A. Establish lines, levels, and coursing indicated. Protect from displacement.

13089K

6.13 Safety and Protection 2.0... ccc ccc cc cece ee en en eee cece CEC LEC EE EU EE ELLE EDLE EDGE ena E ena de baat ends eiaecieeieeiees 29

6.14 Safety Representative oo... ccc ccc ccc ec ee en ee eee cece CECE SEE EO EE ELLE EEE E DEE Ste tebe de bide enaeciaeciieeieesiees 30
6.15 Hazard Communication Programs ......0...0.0cccccccccccc cece eee e cece cece cc ne ence eee tebe tenet eteteeiaeeiaseisetiesnieeniees 30
6.16 Emergencies oo... cc cece ce ene ene enn n EE Een EEE EEE ec EE CEE CECE SEE EULER ELE E DUES DEE OtaE Cte deta de ends eiaeeaeesieesiees 30
6.17 Shop drawings and Samples .0.....0..00.0cc cece cece ete cece eee cece ene cone Ente fend eens tebe teneteteaeenaeeaestieenieeniees 30
6.18 Continuing the Work oo... ccc ccc ee en en nen e cece CE COE EEE ED EE ELLE EDT E DLE tena donate bade eiaeeiaeeaeeieesiees 32
6.19 CONTRACTOR’s General Warranty and Guarantee ......00.00.0c ccc cece cece cens eens sees teeeseenaeceestieesieeniees 32
6.20 Indemnification o.oo. eee een eee cece CECE SEE EO EE ELLE EEE EDGE Stat Stade bade ends ei aetiaeeaeesiees 33
ARTICLE 7 - OTHER WORK Qu... esssccscesesscecessecsescescnseesceseesesssssessnssessesseseeseesseseesessssessesscssessessesessesessoesess 33
7.01 Related Work at Site oie ccc en en en en ene ce c ECE COE EEE EO EE EDEL EOE EDLEEOtd tebe de bide eaaeciaeeaeeieeiees 33
7.02 Coordimatt on o.oo ccc cece ccc nent ene Een Een EEE EEE Ec EE CEE CECE SOE ELLE ELLE EEE E DEE OtE debate bade eaae cae ciieesieesiees 34
ARTICLE 8 - OWNER'S RESPONSIBILITIES .............sscsscssssscsescesssecseeceeccscsecsescnscsacsesceassncsceseaccnassessescasensees 34
8.01 Communications to Contractor 2.00.00 ccce cite e teen cnn e ne ene tena tebe t eee de cae cae tiie ciesitetiieteireniiesiirens 34
8.02 Replacement of ENGINEER 00..0..0.0ccc ccc cece ce ene nen ener Een e ene E ened eee de cide cae tde tne sieeiieteiieniieniitens 34
8.03 Furnish Datta 0.0.0.0 ccc een ee eee cece nec EEE nE ED EEE CEE EDDE ED LE ED tE Toned obi de cide cae fieciesiesiieeniseniiesiieens 34
8.04 Pay Promptly When Due oo... cocci ce ccc ne ene nee n nent enn ED ne Erne tenet ete de bias cae tie siesietiieteiieniiesiieens 34
8.05 Lands and Easements; Reports and Tests .........0..000cccccccc cece cece cece eees tees cete tebe tee seeeecnieeciessiesiiesiieteireniesieens 34
8.06 Insurance oo... cece cece ceeceencenecenecesecensceeaeecseecseecseecsaecaeeseesieeneeesecessceeseesseeeseeceeeieeeeeeseeteeenseenseeeseeess 35
8.07 Change Orders .......00 ccc ccc cece ee ee eee cece CEEOL nE ELLE ELLE EDLE RELI EDEL EE Dede baad ci decide cde Cnet debtetetateniteeiaeens 35
8.08 Inspections, Tests, and Approvals .0....000.0cccc ccc cece cece c cnet cnc tence cent ene e cnet ene de bide ciae cae tiiecinesiieeiteteireniiesiieens 35
8.09 Limitations on OWNER's Responsibilities ..0...00.00 ccc cece ee eect eee t cease ee secee craters siesiteenteeniseniesiieens 35
8.10 Undisclosed Hazardous Environmental Condition .......00..000ccccccccccccccsc cece ee sec seeee cts cee ccesiteesteesirenisesistens 35
8.11 Evidence of Financial Arrangement.....0...0.00.0c ccc ccc cece cece cece e eis eene tees tebe tee secee cae tiiesiesinetiteneirenieeirens 35
ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION. ...........ccssscssssscsescesssecsceseescesssecsescessensees 35
9.01 OWNER’s Representative o.oo ccc ccc ccc cence ee ence ee cece CES EEL nE ELLE EOE EOE ECtE tebe de bade enasciateaeeieesiees 35
9.02 Visits to Site ooo ccc cece een een e ne cnc LEE LEE EEE E ELLE EEE ELEC CEE CEEOL CLES ESO EE ELLE EEE EDEEEta tera tC tade ends eiaeciaeestensiees 35
9.03 Project Representative ........cc ccc cece ccc ccc eee en eee eee ete c eee EE CEE CLES EEEOEE ELLE EEE E Defend tetede bade ends enaeeiieenieesiees 36
9.04 Clarifications and Interpretations .0...00.0000ccc cece ccc ccc ec cece cee cee cece enna ecbe ted eenseetetensteeiasesaseisetieesieesiees 36
9.05 Authorized Variations in Work ....0 cocci cc ccc cece cece cree e cece cone ELLE Rend EDbe feted ete de tide eiaeeiaeeieenieeniees 36
9.06 Rejecting Defective Work... ccc ccc en en ee eee c een e CECE SEE EU nE ELLE EDLE EOE SOLE Ee bade bide tide ciaeeieeieeiees 36
9.07 Shop Drawings, Change Orders and Payments .........00.000ccccccccccc cece ccte este cece eece tess eenseeessensteeeseeascneestieeseeniees 36
9.08 Determinations for Unit Price Work ......00cc ccc ccc cece cece ce ene cnr en ne eed ebbe tote tenetetiaeesascieetieesieeniees 37
9.09 Decisions on Requirements of Contract Documents and Acceptability of Work ..00.0.00.00 ccc cece 37
9.10 Limitations on ENGINEER's Authority and Responsibilities ....00.00000cc cc cccccccceccc ccc cetecseenseensestseesteesiees 37
ARTICLE 10 - CHANGES IN THE WORK; CLAIMS uu... ecscsscsscscecseccesceecsescnscsncsesseassncsceseacsnsssecsesceasensees 38
10.01 Authorized Changes in the Work ...0..000 cocci ccc cc eee cn eee cine ene ene en been be erie tete tenes cae saesiieesesiisenitenisees 38
10.02 Unauthorized Changes in the Work ....0..000cccccccccc cece eee ene c eee tne ec ne enbe eens eens tenis cae taesiieeseeitsenisenisees 38
10.03 Execution of Change Orders... ccc cece ccc cece cece cece ene cone ene cn ne ene tbe decide cide cae ciaesieeseesiseeitenisees 38
10.04 Notification to Surety .....0.00 ccc cece ccc ccc eee een en en eee cece Cte SES EE SEES CEE ED bade bade cide cide tae sieeieeneeeisenisees 38
10.05 Disputes — Not Insurance Related o...00.00 ccc ccc ceecee ence eee cent ee been beteis eens eenescaeciaesiieesneesisensrenisees 38
ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK .............:cssccsssseeees 39
11.01 Cost of the Work ......cccccccc ccc ccc nen nn en Ene cE eee CECE SES nE ED EE DEE E Dba debi de cide cide tide sineeieesieeeseniees 39
11.02 Cash ANOWan ces 00.0000 ence en ene nen E EEE eee cE CLERC EEE ELEECLEE OEE EC ba dC bads ci dd cide tide Side tiieeteenteniees 42
11.03 Unit Price Work ......cccccccccc ccc cece ene en ene nen Ee EEE cE CLE CEE ELLE FELT EDEL EOEE EC bade ba ds cidd cide tide Sine eieeiieentensees 42
ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES .............cssccsssseeees 43
12.01 Change of Contract Price ....0...0 cocci cece cee cece eee eee cece cre C nde OnE E OLE ECbE debate bias ciad cide tiaesiieeieeneenirensees 43
12.02 Change of Contract Times ......0..0c ccc cc cece ee eee cece cece c EE Sn EE FEET EDGE CLES Cna debe dt beat ciat cide ciaeesneesnees 44
12.03 Delays beyond CONTRACTOR 's Control .....000cccccccccccccce cece cence net ne ee neeete eens eens eenstenesteaseasetiesteenessiees 44
12.04 Delays within CONTRACTOR 's Control .0...000c0cccccccccccc cece ccce cette net ne ene entrees eens eenstenesteiaeeaseniestiesnessiees 44
12.05 Delays beyond OWNER's and CONTRACTOR 's Control 000.000 0ooccccccccccccccccceee cece teeseeeecreecteeneenees 44
12.06 Delay Damages ..........00 cocci cece cece cece eee en ene nen EEE Eee E ECE COE SESE SL EE ELLE EDGE DEE eta tebade pias enatsieenieentensiees 44

GC - 2 of 57

C. Final rolling of the top course or surface treatment pavement shall be performed by a
steel wheel roller weighing not less than 285 pounds per inch width of tread at a mix
temperature and time sufficient to allow for final smoothing of the surface and
thorough compaction.

D. Immediately after placement of top course or surface treatment pavement, all joints
between the existing and new top course or surface treatment pavements shall be
sealed with hot poured rubberized asphalt sealant meeting the requirements of
Federal Specification SS-S-1401 or SS-S-164.

E. When directed by the Engineer, the Contractor shall furnish and install additional
paving to provide satisfactory transition for driveways and walkways impacted by a
new curb-to-curb pavement installation. The transition installation will be
considered incidental to the curb-to-curb pavement installation.

3.06 RAISING AND ADJUSTING CASTINGS:

A. In areas of permanent top course paving, existing municipally-owned catch basin
and manhole castings and valve boxes shall be raised to the proper grade where
directed by the Engineer.

B. Castings owned by private utilities shall be raised by their own forces. The
Contractor shall be responsible for coordinating this work.

C. The method of adjusting these castings shall be as follows: Cut around catch basin
or manhole castings a minimum of 8-inches from casting. Excavate and if required
rebuild up to 18-inches of masonry below the bottom of the casting. Backfill with
suitable material and compact to bottom of casting. Place high, early strength
cement or bituminous concrete collar, as directed, to approximately 1 1/2-inches
below the raised casting grade. Masonry work shall conform to Section 02631,
PRECAST MANHOLES.

D. In some areas, raising of castings may not be required. Where directed by the
Engineer, castings not to be raised shall have at least 12-inches of bituminous
concrete pavement chipped and removed around the casting. New bituminous
concrete pavement shall be placed and compacted around such castings to
approximately 1-1/2-inches below the top of the casting. The overlay course shall
then be sloped down to the level of the casting.

E. The method of raising valve boxes shall be as follows: Cut around valve box a
minimum of 8-inches from valve box. Excavate as required and raise the valve box.
Pour high early strength cement or bituminous concrete collar, as directed, to
approximately 1-1/2-inches below the top of the valve box.

F. Castings which need to be raised or adjusted to complete permanent curb to curb
paving shall be done immediately prior to paving.

2022 Sewer Replacement Project Road Restoration
Nashua, NH 02745-6

ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF

DEFECTIVE WORK. ...00.........cccccssccccesescsssscssscccssceccesecccsscessceecssceccnscessscsessceecssceccnscsssscecsscescsscscsscessceeesscesceseecnseees 45
13.01 Notice of Defects 00... cecccccccecccccecnneeececunseccecunseececuseececuususcecnisascecsusescecstssssecsisaseecstsssesniaseeenteseens 45
13.02 Access to Work... cccccccecccccecenecccecnnseececsnseccecusuccecunsescecsuseececsisascecnisescecsissssessisaseesnissssentaseeentaseeens 45
13.03 Tests and Inspections 2.0.00... cece cece cece en een ence eee ene cre COE S EO nE EO EE EOLE EDGE DLE E Dba te badt bias cites ieeiieenteniees 45
13.04 Uncovering Work oo... ccc cece ene en en ence Een rece cE CLES E SEE SL EE SOLE EDGE edad cade cade cide esas esiesneentensees 46
13.05 OWNER May Stop the Wok .0...00cccc ccc ec cece reece ene cnn ene ene cone Ente End fea tebe teiae cae eieeseenieeeitenisees 46
13.06 Correction or Removal of Defective Work 000.0000. cecccccececcccecnneeecesnneeececnnseecessnsecsecnnsseesnnsaseventaseeens 46
13.07 Correction Period o.oo... icc cecccccccecccccecnnseccecnnseececunsuececuuseccecsusscesnusessecnisassecsiseseesnisascesnussseesntaseventaseeens 47
13.08 Acceptance of Defective Work... cocci ccc ccc eee center ne cee cnet recone en nE fete e bide ciat cae taesiieeseeiiseniteniiees 47
13.09 OWNER May Correct Defective Work... cece cee ccte cc te cine c ne ce ne eete eee eciaecaecaeciiessiesstessiienitenisees 47

ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION ............ccccsssscssesccsssssssecssceccesesesssees 48
14.01 Schedule of Values .2..0000 cic ieccc cc cecccccccncceccecnnseeccnnseccecnseececsseecesnnsessecsisassecsusaseesnisescesnissssesntaseventaseeens 48
14.02 Progress PayMent..........0..ccc ccc cece cece cece tence cece ne eee eeee ceed te eee dEECEd GE SEE EEC dE Ceca GE EEEEE CEE EC cade Eetsaectseeedeeeesieeaas 48
14.03 CONTRACTOR’S Warranty of Tithe... ccc cece cee cee creer cir eens tenet ebeseceaeciaecaesiiesiesiieeitseniienisees 351
14.04 Substantial Completion... ccc cc ccc ccc cee ee ee ene ene cee en ne en LE EEnEEeLEE ete debate bids cids cide cide tiaeeieeseensenisees 351
14.05 Partial Utilization... o.oo ile ccecccccccnneeccecnnsececsuseccecsnseccecsuseccesunssssecsisascecsusuceecnisuscecsissseesntaseventaseeens 51
14.06 Final Inspection 2.0.0. cc cece cece ence ence eee cece cE cU EE ED EEECLE ROLE ECLE EDEL EC bad C beds eras cide Side side eieenieeetenssees 52
14.07 Final Payment 2.0.0.0... ccc ccc ccc cece ee ee eee cece cE OnE EEE ED EE EC EE EE LEECLEECLE EC bade bade cide cide tide ciieeieeneeeiteniees 52
14.08 Final Completion Delayed ..0...0..00 ccc ccc cece eck cn ne cnr ene cr been ne fend eeneE ene tebe debias cide cide tide sieesieenieeeitenisees 53
14.09 Waiver of Claims .....ccccccccccccccccccscesccccececssseesesecscesseeeaeseeeessesaueeuseesessecssueueceseeseesseneueeesseseesstneeeeesecssnnrens 53

ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION .............ccccsssscsssssssseccescccsssscssseccssceccesesesssees 53
15.01 Termination, Abandonment, or Suspension at WU] oo... ccc ce ce cetscetecene tenes eeeateaecniectieenesniees 53
15.02 Termination for Cause 0.0.0.0. ceccccccceeecccecenseccecunecececsseececsususcecnususcecsuseseecntssssecsnsuseessissscecniaseeentaseess 54
15.03 General Provisions for Termination ...0.0..0.0000 cece cece ceceeccccecnnseececunseecessuseececsusessecsususeecntssssecstaseeenteeseess 54

ARTICLE 16 - DISPUTE RESOLUTION ...00............cccsssscsssssssseccesccccnsscssscecssceccescsccsssesssesessceccsscsesscsessceseesesesnsees 55
16.01 Methods and Procedures ......00... 000 eccccccecceccecenscccecenseececuuseccecnuseececuuseececsuseececsissssecsusaseecsiseseesnnsseeentaaseess 55

ARTICLE 17 - MISCELLANEOUS ...............scccssscssccccescscsssscssscccssceccnsesssscecssceccescecssssesssescssceccessessscsessceseesesesnsees 55
17.01 Giving Notice... cece cece cece een ene een n nnn EEE EEE EEE EEE EEC nEE CLEC ES EE ELLE EELE EDIE SOLES SLE Ee bad C bias cide cide ciaecitenitees 55
17.02 Computation of Times 0.000.000 cc ccc ccc cece ee eee eee cece cece CES EE EL EE ELLE EDGE OEE State bidt baat eiatciaeciaeesienitees 55
17.03 Cumulative Remedies .0......000o icc cecccccccenecccecnnseececeneeececnuseececsuseececnuseececsusaseesnissscessusaseecsussssessisseesntaseeens 55
17.04 Survival of Ob] gations 0.0.00 ccc ccc cee ce ee eee cece cece cE SEE SL EE FELL ED LE EOE Senate badt beat eiaecitenieenteniiees 55
17.05 Controlling Law oo... ccc cece ccc ence en ene nec Ee cE cE CECE SEE SL EE EEE EEE C badd ci decade tide siaeesieenieeestentees 56
17.06 Access to RECOTds 200.0... eccccccccccccecenecececeneeececsuseccecuneuececnuseececsussececsusuececnsassecsusussecnisascesnisuseesntasesennaseeens 56
17.07 Road Closures... ccc ceccccccceeccccecnnecececnnseececnusescecsuseccecunseccecsusescecnsssecnisassecsisussecnisessessussseesntaseeentaseeens 56
17.08 Prohibited Interests 2.000000. coco ccecccccecneeeccecnnseececsuseececuuseececsusescecniseececssssecsusussesnisascessussseesntaseeennaseeens 56
17.09 Cooperation with Refuse Pickup ....00.0000 ccc ccc cece ect ene cre cette ec ne entre bte eens eenetenestiaesiieeseesieenitenirees 37

GC - 3 of 57