Bid_Truck_Wash_Specifications_Section_IVA_2026-06-04_Signed.pdf

SECTION IVA

SOLID WASTE TRUCK WASH REPLACEMENT

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

(PROJECT No. 23-0021-SW)

PREPARED FOR:

CITY OF CLEARWATER

ENGINEERING DEPARTMENT

100 SOUTH MYRTLE AVENUE

CLEARWATER, FL 33756

PREPARED BY:

ARDURRA GROUP, INC.

4921 MEMORIAL HIGHWAY, SUITE 300

TAMPA, FL 33634

Bid Documents

June 2026

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THIS PAGE INTENTIONALLY LEFT BLANK

Index of Technical Specifications Sign and Seal Sheet

For

Solid Waste Truck Wash Replacement Project

Christopher F. Kuzler, PE Date

SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

DIVISION 2 – SITEWORK

DIVISION 9 – FINISHES

DIVISION 13 – SPECIAL EQUIPMENT

Jeffrey R. Troutman, PE Date

DIVISION 3 – CONCRETE

DIVISION 5 - METALS

Digitally signed by Jeffrey R Troutman

Date: 2025.12.16 10:09:25-05'00'

Reason: The item has been digitally signed and sealed.

Printed copies of this document are not considered signed and sealed and all signatures must be verified on any electronic copies.

Agata A. Ristow, PE Date

DIVISION 16 - ELECTRICAL

Digitally signed by Agata A Ristow DN: CN=Agata A Ristow, dnQualifier=A01410D0000019986CFAEF10002C828, O=ARDURRA GROUP INC., C=US

Date: 2025.12.15 22:37:12-06'00'

Gregory Paul Funk, PE Date

DIVISION 15 - PLUMBING

This item has been digitally signed and sealed by Gregory Funk, P.E. on

2025.12.12 16:30:34-05'00' Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

01005 GENERAL REQUIREMENTS

01014 SUMMARY OF WORK

01015 CONTROL OF WORK

01030 SPECIAL PROJECT PROCEDURES

01050 FIELD ENGINEERING AND SURVEYING

01090 REFERENCE STANDARDS

01150 MEASUREMENT AND PAYMENT

01152 APPLICATIONS FOR PAYMENT

01153 CHANGE ORDER PROCEDURES

01300 SUBMITTALS

01310 CONSTRUCTION SCHEDULES

01340 SHOP DRAWINGS, PRODUCT DATA, WORKING DRAWINGS AND

SAMPLES

01352 HEALTH AND SAFETY PLAN

01385 COLOR AUDIO-VIDEO CONSTRUCTION RECORDS

01410 TESTING AND TESTING LABORATORY SERVICES

01500 TEMPORARY FACILITIES

01600 MATERIAL AND EQUIPMENT

01625 START-UP SYSTEMS TESTING

01700 CONTRACT CLOSEOUT

01730 OPERATING AND MAINTENANCE DATA

01740 WARRANTIES AND BONDS

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DIVISION 02 SITEWORK

02060 SANITARY SEWER CLEANING AND TELEVISING

02061 GRAVITY SEWER PIPE

02062 REMOVAL OF EXISTING EQUIPMENT

02125 SILT BARRIERS

02140 TEMPORARY DEWATERING

02211 SITE GRADING

02222 EXCAVATION AND BACKFILL FOR PIPES

02224 EXCAVATION AND BACKFILL FOR STRUCTURES

02576 ASPHALT ROADWAY RESTORATION

02640 PRESSURE MAINS

DIVISION 03 CONCRETE

03200 CONCRETE REINFORCING

03300 CAST-IN-PLACE CONCRETE

DIVISION 05 METALS

05500 METAL FABRICATIONS

05521 PIPE AND TUBE RAILINGS

DIVISION 09 FINISHES

09865 SURFACE PREPARATION AND SHOP PRIME PAINTING

09900 PAINTING

DIVISION 13 SPECIAL EQUIPMENT

13125 METAL BUILDING SYSTEMS

13525 MANUAL TRUCK WASH EQUIPMENT

13550 AUTOMATIC DRIVE-THROUGH WASH SYSTEM

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DIVISION 15 PLUMBING

15 0517 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

15 0519 METERS AND GAUGES FOR PLUMBING PIPING

15 0523 GENERAL-DUTY VALVES FOR PLUMBING PIPING

15 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

15 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

15 0719 PLUMBING PIPING INSULATION

15 1005 PLUMBING PIPING

15 1006 PLUMBING PIPING SPECIALTIES

15 1623 FACILITY NATURAL GAS PIPING

15 3000 PLUMBING EQUIPMENT

DIVISION 16 ELECTRICAL

16000 ELECTRICAL GENERAL PROVISIONS

16020 UTILITIES

16055 POWER SYSTEM STUDIES

16060 COMMISSIONING FOR ELECTRICAL SYSTEMS

16073 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

16075 IDENTIFICATION FOR ELECTRICAL SYSTEMS

16110 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

16120 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

16140 WIRING DEVICES

16360 UNDERGROUND SYSTEM

16410 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

16450 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

16500 LIGHTING

GENERAL REQUIREMENTS

01005-1 12/05/25

SECTION 01005 1

GENERAL REQUIREMENTS 3

PART 1 – GENERAL 5

1.01 SCOPE OF WORK 7

A. Description 9

The work to be completed consists of the furnishing of all labor, materials 11 and equipment, and the performance of all Work included in this Contract. 12

Throughout the project, the Contractor shall cooperate fully with operations 13 staff in order to minimize disruption to facility operations. No facility or 14 structure shall be taken out of service, except those specifically scheduled 15 to be renovated or demolished, without the prior written approval of the 16

Owner or Engineer. Operations and regulatory compliance will take priority 17 over and may impact the construction schedule. 18

B. Work Included 20

The Contractor shall furnish all labor, superintendence, materials, plants, 22 power, light, heat, fuel, water, tools, appliances, equipment, supplies and 23 other means of construction necessary or proper for performing and 24 completing the Work. The Contractor shall perform and complete the Work 25 in the manner best calculated to promote rapid construction consistent with 26 safety of life and property and to the satisfaction of the Engineer, and in 27 strict accordance with the Contract Documents. The Contractor shall clean 28 up the Work and maintain it during and after construction, until accepted, 29 and shall do all work and pay all costs incidental thereto. The Contractor 30 shall repair or restore all structures and property that may be damaged or 31 disturbed during performance of the Work. 32

The cost of incidental work described in these General Requirements, for 34 which there are no specific Contract Items, shall be considered as part of 35 the general cost of doing the work and shall be included in the prices for the 36 various Contract Items. No additional payment will be made therefore. 37

The Contractor shall provide and maintain such modern plant, tools, and 39 equipment as may be necessary, in the opinion of the Engineer, to perform 40 in a satisfactory and acceptable manner all the work required by this 41

Contract. Only equipment of established reputation and proven efficiency 42 shall be used. The Contractor shall be solely responsible for the adequacy 43 of his workmanship, materials and equipment, prior review of the Engineer 44 notwithstanding. 45

01005-2 12/05/25

1.02 DRAWINGS AND SPECIFICATIONS 2

A. Drawings 4

When obtaining data and information from the Drawings, figures shall be 6 used in preference to scaled dimensions, and large scale drawings in 7 preference to small scale drawings. 8

B. Copies Furnished to Contractor 10

The Engineer may incorporate the addenda into a set of “conformed” 12 drawings and specifications, and may provide one electronic copy of each 13 to the Contractor. The conformed drawings and specifications shall not 14 supersede the Contract Documents provided to the Contractor. It shall be 15 the responsibility of the Contractor to check that the conformed drawings 16 and specifications properly include all revisions/addenda to the Contract 17

Documents. The Contractor shall furnish each of the subcontractors, 18 manufacturers, and suppliers such copies of the Contract Documents as 19 may be required for their work. Additional copies of the Drawings and 20

Specifications, when requested, may be furnished to the Contractor at cost 21 of reproduction. 22

C. Supplementary Drawings 24

When, in the opinion of the Engineer, it becomes necessary to explain more 26 fully the work to be done or to illustrate the work further or to show any 27 changes which may be required, Drawings known as Supplementary 28

Drawings, with Specifications pertaining thereto, will be prepared by the 29

Engineer and copies thereof will be given to the Contractor and the Owner. 30

D. Contractor to Check Drawings and Data 32

The Contractor shall verify all dimensions, quantities and details shown on 34 the Drawings, Supplementary Drawings, Schedules, Specifications or other 35 data received from the Engineer and shall notify him of any errors, 36 omissions, conflicts and discrepancies found therein. The Contractor shall 37 submit to the Engineer a Request for Information (RFI), consecutively 38 numbered, detailing all conflicts and discrepancies. Engineer shall promptly 39 provide a response to all RFIs submitted by the Contractor. Contractor will 40 not be allowed to take advantage of any conflicts and discrepancies, as full 41 instructions will be furnished by the Engineer, should such conflicts and 42 discrepancies be discovered. 43

01005-3 12/05/25

E. Specifications 1

The Technical Specifications generally consist of three parts: General, 3

Products, and Execution. The General Section contains General 4

Requirements that govern the work. Products and Execution modify and 5 supplement these by detailed requirements for the work and shall always 6 govern whenever there appears to be a conflict. 7

F. Intent 9

All Work called for in the Specifications applicable to this Contract, but not 11 shown on the Drawings in their present form, or vice versa, shall be of like 12 effect as if shown or mentioned in both. Work not specified in either the 13

Drawings or in the Specifications, but involved in carrying out their intent or 14 in the complete and proper execution of the work, is required and shall be 15 performed by the Contractor as though it were specifically delineated or 16 described. 17

The apparent silence of the Specifications as to any detail, or the apparent 19 omission from them of a detailed description concerning any work to be 20 done and materials to be furnished, shall be regarded as meaning that only 21 the best general practice is to prevail and that only material and 22 workmanship of the best quality is to be used, and interpretation of these 23

Specifications shall be made upon that basis. 24

The inclusion of the Related Requirements (or work specified elsewhere) in 26 the General part of the specifications is only for the convenience of the 27

Contractor, and shall not be interpreted as a complete list of related 28

Specification Sections. 29

1.03 MATERIALS AND EQUIPMENT 31

A. Manufacturer 33

The names of proposed manufacturers, suppliers and dealers who are to 35 furnish materials, fixtures, equipment, appliances or other fittings shall be 36 submitted to the Engineer for review. Such review must be obtained before 37 shop drawings will be checked. No manufacturer will be approved for any 38 materials to be furnished under this Contract unless the Contractor shall be 39 of good reputation and have a plant of ample capacity. The Contractor shall, 40 upon the request of the Engineer, be required to submit evidence that he 41 has manufactured a similar product to the one specified and that it has been 42 previously used for a like purpose for a sufficient length of time to 43 demonstrate its satisfactory performance. All transactions with the 44 manufacturers or subcontractors shall be through the Contractor, unless the 45

Contractor shall request, in writing to the Engineer, that the manufacturer or 46

01005-4 12/05/25 subcontractor deal directly with the Engineer. Any such transactions shall 1 not in any way release the Contractor from his full responsibility under this 2

Contract. 3

Any two or more pieces of material or equipment of the same kind, type or 5 classification, and being used for identical types of service, shall be made 6 by the same manufacturer. 7

B. Delivery 9

The Contractor shall deliver materials in ample quantities to ensure the most 11 speedy and uninterrupted progress of the work so as to complete the work 12 within the allotted time. The Contractor shall also coordinate deliveries in 13 order to avoid delay in, or impediment of, the progress of the work of any 14 related Contractor. 15

C. Tools and Accessories 17

The Contractor shall, unless otherwise stated in the Contract Documents, 19 furnish with each type, kind or size of equipment, one complete set of 20 suitably marked high grade special tools and appliances that are needed to 21 adjust, operate, maintain or repair the equipment. Such tools and 22 appliances shall be furnished in approved painted steel cases, properly 23 labeled and equipped with good grade cylinder locks and duplicate keys. 24

Spare parts shall be furnished as specified. Where spare parts are specified 26 to be “manufacturer’s recommended” or “as recommended by the 27 manufacturer”, the Contractor shall furnish those spare parts that are 28 normally or commonly recommended by the manufacturer as shown on the 29 manufacturer’s readily available literature. 30

Each piece of equipment shall be provided with a substantial nameplate, 32 securely fastened in place and clearly inscribed with the manufacturer's 33 name, year of manufacture, serial number, weight and principal rating data. 34

D. Installation of Equipment 36

The Contractor shall have on hand sufficient proper equipment and 38 machinery of ample capacity to facilitate the work and to handle all 39 emergencies normally encountered in work of this character. 40

Equipment shall be erected in a neat and workmanlike manner on the 42 foundations at the locations and elevations shown on the Drawings, unless 43 directed otherwise by the Engineer during installation. All equipment shall 44 be correctly aligned, leveled and adjusted for satisfactory operation and 45

01005-5 12/05/25 shall be installed so that proper and necessary connections can be made 1 readily between the various units. 2

The Contractor shall furnish, install and protect all necessary anchor and 4 attachment bolts and all other appurtenances needed for the installation of 5 the devices included in the equipment specified. Anchor bolts shall be as 6 reviewed by the Engineer and made of ample size and strength for the 7 purpose intended. Substantial templates and working drawings for 8 installation shall be furnished. 9

The Contractor shall, at their own expense, furnish all materials and labor 11 for, and shall properly bed in non-shrink grout, each piece of equipment on 12 its supporting base that rests on masonry foundations. Grout shall 13 completely fill the space between the equipment base and the foundation. 14

All metal surfaces coming in contact with concrete or grout shall receive a 15 coat of coal tar epoxy equal to Kop-Coat 300M. 16

E. Service of Manufacturer's Representative 18

The prices for equipment shall include the cost of furnishing a competent 20 and experienced engineer or superintendent who shall represent the 21 manufacturer and shall assist the Contractor, when required, to install, 22 adjust, test and place in operation the equipment in conformity with the 23

Contract Documents. 24

Prior to placing the equipment in permanent operation, the manufacturer 26 shall furnish to the Engineer and Contractor a written Certificate of Proper 27

Installation stating that the equipment has been installed in strict 28 accordance with the manufacturer’s recommendations. 29

After the equipment is placed in operation by the Contractor, such engineer 31 or superintendent shall make all adjustments and tests required by the 32

Engineer to prove that such equipment is proper and in satisfactory 33 operating condition, and shall instruct/train such personnel as may be 34 designated by the Owner in the proper operation and maintenance of such 35 equipment. 36

1.04 INSPECTION AND TESTING 38

A. General 40

For tests specified to be made by the Contractor, the testing personnel shall 42 make the necessary inspections and tests and the reports thereof shall be 43 in such form as will facilitate checking to determine compliance with the 44

Contract Documents. Five copies of the reports shall be submitted and the 45

01005-6 12/05/25 authorities’ certification thereof must be furnished to the Engineer as a 1 prerequisite for the acceptance of any material or equipment. 2

If in the making of any test of any material or equipment it is ascertained by 4 the Engineer that the material or equipment does not comply with the 5

Contract, the Contractor will be notified thereof and he will be directed to 6 refrain from delivering said material or equipment, or to remove it promptly 7 from the site or from the work and replace it with acceptable material, 8 without cost to the Owner. 9

Tests of electrical and mechanical equipment and appliances shall be 11 conducted in accordance with recognized test codes of the ANSI, ASME, or 12 the IEEE, except as may otherwise be stated herein. 13

The Contractor shall be fully responsible for the proper operation of 15 equipment during tests and instruction periods and shall neither have nor 16 make any claim for damage that may occur to equipment prior to the time 17 when the Owner formally takes over the operation thereof. 18

B. Costs 20

All inspection and testing of materials furnished under this Contract will be 22 performed by the Owner or duly authorized inspections engineers or 23 inspection bureaus without cost to the Contractor, unless otherwise 24 expressly specified. 25

The cost of shop and field tests of equipment and of certain other tests 27 specifically called for in the Contract Documents shall be borne by the 28

Contractor and such costs shall be deemed to be included in the Contract 29 price. 30

Materials and equipment submitted by the Contractor as equivalent to those 32 specified may be tested by the Owner for compliance with the 33 specifications. The Contractor shall reimburse the Owner for the 34 expenditures incurred in making such tests on materials and equipment that 35 are rejected for non-compliance. 36

C. Inspection of Materials 38

The Contractor shall give notice in writing to the Engineer, sufficiently in 40 advance of his intention to commence the manufacture or preparation of 41 materials especially manufactured or prepared for use in or as part of the 42 permanent construction. Such notice shall contain a request for inspection, 43 the date of commencement and the expected date of completion of the 44 manufacture or preparation of materials. Upon receipt of such notice, the 45

Engineer will arrange to have a representative present at such times during 46

01005-7 12/05/25 the manufacture as may be necessary to inspect the materials or they will 1 notify the Contractor that the inspection will be made at a point other than 2 the point of manufacture, or they will notify the Contractor that inspection 3 will be waived. The Contractor must comply with these provisions before 4 shipping any material. Such inspection shall not release the Contractor from 5 its responsibility for furnishing materials meeting the requirements of the 6

Contract Documents. 7

D. Certificate of Manufacture 9

When inspection is waived or when the Engineer so requires, the Contractor 11 shall furnish authoritative evidence in the form of Certificates of Manufacture 12 that the materials to be used in the work have been manufactured and 13 tested in conformity with the Contract Documents. These certificates shall 14 be notarized and shall include copies of the results of physical tests and 15 chemical analyses, where necessary, that have been made directly on the 16 product or on similar products of the manufacturer. 17

E. Shop Tests of Operating Equipment 19

Each piece of equipment for which pressure, duty, capacity, rating, 21 efficiency, performance, function or special requirements are specified shall 22 be tested in the shop of the maker in a manner that shall conclusively prove 23 that its characteristics comply fully with the requirements of the Contract 24

Documents. No such equipment shall be shipped to the work until the 25

Engineer notifies the Contractor, in writing, that the results of such tests are 26 acceptable. 27

Five copies of the manufacturer's actual test data and interpreted results 29 thereof, accompanied by a certificate of authenticity sworn to by a 30 responsible official of the manufacturing company, shall be forwarded to the 31

Engineer for review. 32

The cost of shop tests and of furnishing manufacturer's preliminary and 34 shop test data of operating equipment shall be borne by the Contractor. 35

F. Preliminary Field Tests 37

As soon as conditions permit, the Contractor shall furnish all labor, 39 materials, and instruments and shall make preliminary field tests of 40 equipment. If the preliminary field tests disclose any equipment furnished 41 under this Contract that does not comply with the requirements of the 42

Contract Documents, the Contractor shall, prior to the acceptance tests, 43 make all changes, adjustments and replacement required. The Contractor 44 shall assist in the preliminary field tests as applicable. 45

01005-8 12/05/25

G. Final Field Tests 1

Upon completion of the work and prior to final payment, all equipment and 3 systems installed under this Contract shall be subjected to acceptance tests 4 as specified or required to prove compliance with the Contract Documents. 5

The Contractor shall furnish labor, fuel, energy, water and all other 7 materials, equipment and instruments necessary for all acceptance tests, 8 at no additional cost to the Owner. The equipment suppliers and 9 subcontractors shall assist in the final field tests, as applicable. 10

H. Failure of Tests 12

Any defects in the materials and equipment or their failure to meet the tests, 14 guarantee or requirements of the Contract Documents shall be promptly 15 corrected by the Contractor by replacement or otherwise as directed by the 16

Engineer. The decision of the Engineer as to whether or not the Contractor 17 has fulfilled his obligations under the Contract shall be final and conclusive. 18

If the Contractor fails to make these corrections or if the improved materials 19 and equipment, when tested, shall again fail to meet the guarantees or 20 specified requirements, the Owner, notwithstanding its partial payment for 21 work, materials and equipment, may reject the work, materials and 22 equipment and may order the Contractor to remove them from the site at 23 his own expense. 24

I. Final Inspection 26

During such final inspections, the work shall be clean and free from water. 28

In no case will the final change order be prepared until the Contractor has 29 complied with all requirements set forth and the Engineer has made his final 30 inspection of the entire work and is satisfied that the entire work is properly 31 and satisfactorily constructed in accordance with the requirements of the 32

Contract Documents. 33

1.05 TEMPORARY STRUCTURES 35

A. Temporary Fences 37

If, during the course of the work, it is necessary to remove or disturb any 39 fence or part thereof, the Contractor shall, at his own expense, if so ordered 40 by the Engineer, provide a suitable temporary fence, which shall be 41 maintained until the permanent fence is replaced. The Engineer shall be 42 solely responsible for the determination of the necessity for providing a 43 temporary fence and the type of temporary fence to be used. 44

01005-9 12/05/25

B. Temporary Driveways 1

At its own expense, the Contractor shall furnish, install, maintain and 3 remove all temporary driveways and access roads required to provide 4 access to the work and through the site of the work to maintain existing 5 operations and to allow construction of other projects in the area. The 6

Contractor shall fully cooperate with the Owner in providing this access. 7

1.06 TEMPORARY SERVICES 9

A. First Aid 11

The Contractor shall keep upon the site, at each location where work is in 13 progress, a completely equipped first aid kit and shall provide ready access 14 thereto at all times when people are employed on the work. 15

1.07 LINE AND GRADE 17

A. Line and Grade 19

All work under this Contract shall be constructed in accordance with the 21 lines and grades shown on the Drawings, or as given by the Engineer. The 22 full responsibility for maintaining alignment and grade rests upon the 23

Contractor. 24

The Contractor, prior to commencing of construction, shall have established 26 bench marks and base line controlling points. The Contractor shall so place 27 excavation and other materials as to cause no inconvenience in the use of 28 the reference marks provided. He shall remove any obstructions placed by 29 him contrary to this provision. 30

B. Surveys 32

The Contractor shall furnish and maintain, at his own expense, stakes and 34 other such materials to establish all working or construction lines and 35 grades, as required, and shall be solely responsible for the accuracy 36 thereof. 37

All surveying shall be performed in accordance with Specification 01050. 39

C. Safeguarding Marks 41

The Contractor shall safeguard all points, stakes, grade marks, monuments 43 and bench marks made or established on the work, bear the cost of re-44 establishing them if disturbed, and bear the entire expense of rectifying work 45

01005-10 12/05/25 improperly installed due to not maintaining or protecting or to removing 1 without authorization such established points, stakes and marks. 2

The Contractor shall safeguard all existing and known property corners, 4 monuments and marks adjacent to but not related to the work and, if 5 required, shall bear the cost of re-establishing them if disturbed or 6 destroyed. 7

1.08 ADJACENT STRUCTURES AND LANDSCAPING 9

A. The Contractor shall also be entirely responsible and liable for all damage 11 or injury as a result of his operations to all other adjacent public and private 12 property, structures of any kind and appurtenances thereto met with during 13 the progress of the work. The cost of protection, replacement in their original 14 locations and conditions or payment of damages for injuries to such 15 adjacent public and private property and structures affected by the work, 16 whether or not shown on the Drawings or specified shall be included in the 17 various Contract Items and no separate payments will be made therefore. 18

Where such public and private property, structures of any kind and 19 appurtenances thereto are not shown on the Drawings and when, in the 20 opinion to avoid interference with the work, payment therefore will be made 21 as provided for in the General Conditions. 22

Contractor is expressly advised that the protection of buildings structures, 24 tunnels, tanks, pipelines, etc. and related work adjacent to and in the vicinity 25 of their operations, wherever they may be, is solely his responsibility. 26

Conditional inspection of buildings or structures in the immediate vicinity of 27 the project which may reasonably be expected to be affected by the Work 28 shall be performed by and be the responsibility of the Contractor. 29

Contractor shall, before starting operations, make an examination of the 31 interior and exterior of the adjacent structures, buildings, facilities, etc., and 32 record by noted, measurements, photographs, etc., conditions which might 33 be aggravated by open excavation and construction. Repairs or 34 replacement of all conditions disturbed by the construction shall be made to 35 the satisfaction of the Owner and to the satisfaction of the Engineer. This 36 does not preclude conforming to the requirements of the insurance 37 underwriters. Copies of surveys, photographs, reports, etc., shall be given 38 to the Engineer. 39

Prior to the beginning of any excavations, the Contractor shall advise the 41

Engineer of all buildings or structures on which he intends to perform work 42 or which performance of the project work will affect. 43

01005-11 12/05/25

D. Restoration of Fences 1

Any fence, or part thereof, that is damaged or removed during the course 3 of the work shall be replaced or repaired by the Contractor and shall be left 4 in as good or better a condition as existed before starting the work. The 5 manner in which the fence is repaired or replaced and the materials used in 6 such work shall be subject to the review of the Engineer. No additional 7 payment will be made for the replacement or repair of any fence. 8

1.09 PROTECTION OF WORK AND PUBLIC 10

A. Barriers and Lights 12

During the prosecution of the work, the Contractor shall put up and maintain 14 at all times such barriers and lights as will effectively prevent accidents. The 15

Contractor shall provide suitable barricades, red lights, "danger" or "caution" 16 or "street closed" signs and watchmen at all places where the work causes 17 obstructions to the normal traffic or constitutes in any way a hazard to the 18 public. 19

B. Smoke Prevention 21

The Contractor shall use hard coal, coke, oil or gas as fuel for equipment 23 generating steam. A strict compliance with ordinances regulating the 24 production of emission of smoke will be required. No open fires will be 25 permitted. 26

C. Noise 28

The Contractor shall eliminate noise to as great an extent as practicable at 30 all times. Air compressing plants shall be equipped with silencers and the 31 exhaust of all gasoline motors or other power equipment shall be provided 32 with mufflers. In the vicinity of hospitals and schools, special care shall be 33 used to avoid noise or other nuisances. The Contractor shall strictly observe 34 all local regulations and ordinances covering noise control. 35

No work shall be done between the hours of 7:00 P.M. and 7:00 A.M., or on 37

Sundays except as scheduled and required to occur during lower flow 38 periods. If the proper and efficient prosecution of the work requires 39 operations during the night, the written permission of the Engineer shall be 40 obtained before starting such items of the work. 41

01005-12 12/05/25

D. Access to Public Services 1

Neither the materials excavated nor the materials or plant used in the 3 construction of the work shall be so placed as to prevent free access to all 4 fire hydrants, valves or manholes. 5

E. Dust Prevention 7

The Contractor shall prevent dust nuisance from his operations or from 9 traffic by keeping the roads and/or construction areas sprinkled with water 10 at all times or when directed by the Owner and/or Engineer. 11

1.10 CUTTING AND PATCHING 13

A. The Contractor shall do all cutting, fitting or patching of his portion of the 15 work that may be required to make the several parts thereof join and 16 coordinate in a manner satisfactory to the Engineer and in accordance with 17 the Drawings and Specifications. The work shall be performed by 18 competent workmen skilled in the trade required by the restoration. 19

1.11 CLEANING 21

A. During construction of the work, the Contractor shall, at all times, keep the 23 site of the work and adjacent premises as free from material, debris and 24 rubbish as is practicable and shall remove the same from any portion of the 25 site if, in the opinion of the Engineer, such material, debris, or rubbish 26 constitutes a nuisance or is objectionable. 27

The Contractor shall remove from the site all of his surplus materials and 29 temporary structures when no further need therefore develops. 30

B. Final Cleaning 32

At the conclusion of the work, all erection plant, tools, temporary structures 34 and materials belonging to the Contractor shall be promptly taken away, 35 and he shall remove and promptly dispose of all water, dirt, rubbish or any 36 other foreign substances. 37

The Contractor shall thoroughly clean all equipment and materials installed 39 by him and shall deliver such materials and equipment undamaged in a 40 bright, clean, polished and new operating condition. 41

01005-13 12/05/25

1.12 MISCELLANEOUS 1

A. Protection against Siltation and Bank Erosion 3

1. The Contractor shall arrange his operations to minimize siltation and 5 bank erosion on construction sites and on existing or proposed water 6 courses, drainage ditches, wetlands and other areas of concern. 7

2. The Contractor, at his own expense, shall remove any siltation 9 deposits and correct any erosion problems as directed by the 10

Engineer that results from his construction operations. 11

3. The Contractor shall be solely responsible for any fines resulting from 13 the encroachment of any environmentally protected areas. 14

C. Existing Facilities 16

The work shall be so conducted to maintain existing facilities in operation 18 insofar as is possible. Requirements and schedules of operations for 19 maintaining existing facilities in service during construction shall be as 20 described in these Specifications. 21

D. Use of Chemicals 23

All chemicals used during project construction or furnished for project 25 operation, whether herbicide, pesticide, disinfectant, polymer, reactant, or 26 of other classification, must show approval of either EPA or USDA. Use of 27 all such chemicals and disposal of residues shall be in strict conformance 28 with manufacturers’ instructions. 29

F. Sanitary Sewer Systems 31

The Contractor shall be entirely responsible for the satisfactory installation 33 of sanitary sewer systems to be in substantial conformance to the approved 34

Drawings. No roadway base or paving shall be constructed until the 35

Contractor has performed lamping of these lines to his and the Engineer's 36 satisfaction, and all sanitary sewer invert grades are verified in the field by 37 the Owner. The lamping of lines and verification of elevations in no way 38 absolves the Contractor from any of contractual obligations. 39

G. Potable Water Main Systems 41

The Contractor shall be entirely responsible for the satisfactory installation 43 of the potable water main system to be in substantial conformance to the 44 approved Drawings. No roadway base or paving shall be constructed until 45

01005-14 12/05/25 the Contractor has performed lamping of these lines to his and the 1

Engineer's satisfaction. 2

G. Related Permits 4

The Contractor recognizes that the Owner has applied for, and may have 6 received, certain permits pertaining to the work. At the sole discretion of the 7

Owner, the Owner may assign said permits to the Contractor and the 8

Contractor shall accept said assignments upon such request from the 9

Owner. 10

H. All work in the vicinity of open waters, wetlands or any jurisdictional area is 12 to be performed in strict accordance with the environmental permits and 13 their conditions. Erosion barriers, when shown on the construction 14

Drawings, are the minimum required. If the Contractor's construction 15 methods require that additional erosion control is necessary to satisfy these 16 permits, such controls shall be supplied, installed and maintained 17 throughout the construction process by the Contractor at no additional cost 18 to the Owner or Engineer. 19

It is the sole responsibility of the Contractor to submit, in a timely manner, 21 any information, data, etc. that is required as a condition of a permit. 22

Required information, data, etc. shall be submitted directly to the permitting 23 agency by the Contractor with copies to the permittee and the Engineer. 24

The Contractor will be held responsible for any fine(s) or other action 25 resulting from a violation of permit conditions. 26

1.13 DISPOSAL 28

A. The Contractor shall directly pay all tipping fees associated with disposal of 30 construction demolition debris. The Contractor shall include in its bid all 31 costs associated with disposal of construction debris including collection, 32 storage, hauling and tipping fees. 33

1.14 RESTORATION OF PROPERTY 35

A. Responsibility. All damage resulting from construction work on existing 37 structures, roadway pavement, driveways, other paved areas, fences, 38 utilities, traffic control devices and any other obstruction not specifically 39 named herein, shall be repaired, restored or replaced by the Contractor 40 unless otherwise specified. 41

B. Temporary Repairs. All damage named in Paragraph A above shall be at 43 least temporarily repaired, restored or replaced immediately following 44 construction efforts at that location. Temporary restoration shall mean 45 putting the affected area back into a safe, usable condition. In no case shall 46

01005-15 12/05/25 trenches remain open over night within a street right-of-way unless the 1 governing Traffic Control Division grants specific approval. 2

C. Permanent Repairs. All damage shall be permanently repaired, restored, or 4 replaced not later than the 30th calendar day following the completion of 5 construction at that location unless otherwise stipulated. Permanent repairs 6 shall be accomplished in a professional workmanship-like manner in 7 accordance with Specifications contained herein, or contract documents, if 8 addressed. The Contractor may be relieved of the 30-day time limit above 9 only by specific written agreement with the Engineer. 10

D. Owner Retribution. In the event that the Contractor fails to make the 12 permanent repairs within the time specified, the Owner, at its option, will, 13 with its own resources or by contract with others, cause the repair, 14 restoration, or replacement of the affected area to be accomplished. The 15 costs of such work will be deducted either from the next pay request or from 16 any other monies owed the Contractor. 17

PART 2 – PRODUCTS (NOT USED) 20

PART 3 – EXECUTION (NOT USED) 22

END OF SECTION 25

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SUMMARY OF WORK

01014-1 12/09/25

SECTION 01014 1

SUMMARY OF WORK 3

PART 1 – GENERAL 5

1.01 LOCATION OF WORK 7

A. All Work of this Contract is located in public rights-of-way and on property 9 owned by the City of Clearwater, Florida. 10

1.02 WORK TO BE DONE 12

A. The Contractor shall furnish all labor, materials, equipment, tools, services 14 and incidentals to complete all work required by these Specifications and as 15 shown on the Drawings. 16

B. The Contractor shall perform the work complete, in place and ready for 18 continuous service, and shall include repairs, testing, permits, clean up, 19 replacements, and restoration required as a result of damages caused 20 during this construction. 21

C. All materials, equipment, skills, tools, and labor which is reasonably and 23 properly inferable and necessary for the proper completion of the work in a 24 substantial manner and in compliance with the requirements stated or 25 implied by these Specifications or Drawings shall be furnished and installed 26 by the Contractor without additional compensation, whether specifically 27 indicated in the Contract Documents or not. 28

D. The Contractor shall comply with all Municipal, County, State, Federal, and 30 other codes applicable to the proposed construction work. 31

1.03 GENERAL DESCRIPTION OF WORK TO BE PERFORMED 33

A. In general, the work included in this contract consists of the following items 35 as specified or shown on the Drawings, but not limited to: 36

1. Mobilization, demobilization, insurances, permits and bonds. 38

2. Demolition and disposal of the existing manual truck wash concrete 39 pad and all appurtenances. 40

3. Demolition and disposal of equipment inside the manual wash 41 equipment building. 42

4. Construction of a new manual wash pad, aluminum catwalk, and 43 associated piping and equipment. 44

5. Installation of new manual wash equipment, a water booster pump 45 skid, a hot water heater and plumbing inside the manual wash 46

01014-2 12/09/25 equipment building. 1

6. Furnishing and constructing a new 2-bay automatic truck wash. 2

7. Furnishing and installing a cloud-based truck wash management 3 system and control terminals at each automatic truck bay. 4

8. Furnishing and installing pre-engineered metal canopies over the 5 truck washes. 6

9. Furnishing and installing a new 6” potable water service, including a 7 new meter and backflow assembly. 8

10. Furnishing and installing a new 6” reclaimed water main for future 9 connection. 10

11. Furnishing and installing 8” sanitary sewer piping and manholes. 11

12. Furnishing and installing a new sand/oil separator at the automatic 12 truck wash. 13

13. Installation of a new 480V electrical service, new electrical 14 switchgear, conduit banks and panels to serve the new truck washes 15 and site lighting. 16

14. Furnishing and installing conduits and poles for IT cabling and CCTV 17 equipment to be installed by the Owner. 18

15. Construction of new asphalt pavement in the southeast corner of the 19 property. 20

16. Pavement striping. 21

1.04 CONSTRUCTION ACTIVITIES 23

A. General 25

1. Upon successful construction completion of each new component, 27 and pre-operational testing, Contractor shall conduct testing as 28 required by the Contract Documents. 29

2. Contractor shall ensure that, prior to start-up of any component, all 31 handrails, walkways, lighting and associated safety-related facilities 32 are in place. 33

B. Restrictions 35

1. In planning its work, the Contractor shall consider the following 37 requirements. 38

a. The Contractor shall not take any existing facilities out of 40 service without obtaining the Engineer’s prior written review 41 and Owner’s approval. 42

b. All manipulation of valves shall be performed by the Owner’s 44 personnel. The Contractor shall not be allowed to manipulate 45 any valves except in emergencies. If there is an emergency, 46

01014-3 12/09/25 the Owner shall be notified immediately. 1

c. All work shall be in accordance with the project permits. 3

d. The site is an active solid waste yard and must remain in 5 operation throughout construction. 6

PART 2 – PRODUCTS (NOT USED) 8

PART 3 – EXECUTION (NOT USED) 10

END OF SECTION 12

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CONTROL OF WORK

01015-1 12/05/25

SECTION 01015 1

CONTROL OF WORK 3

PART 1 – GENERAL 5

1.01 WORK PROGRESS 7

A. The Contractor shall provide equipment that will be efficient, safe, 9 appropriate, and large enough to secure a satisfactory quality of work and 10 a rate of progress that will ensure the completion of the work within the 11

Contract Time(s). If, at any time, such facilities appear to the Engineer to be 12 inefficient, inappropriate, insufficient, or unsafe for securing the quality of 13 work required or for producing the rate of progress aforesaid, he may order 14 the Contractor to increase the facilities equipment, and the Contractor shall 15 conform to such order. Failure of the Engineer to give such order shall in no 16 way relieve the Contractor of his obligations to secure the quality of the work 17 and rate of progress required to meet the Contract Time(s). 18

1.02 PRIVATE LAND 20

A. The Contractor shall not enter or occupy private land outside of easements, 22 except by permission of the Owner. 23

1.03 WORK LOCATIONS 25

A. Work shall be located substantially as indicated on the Drawings, but the 27

Engineer reserves the right to make such modifications in locations as may 28 be found desirable to avoid interference with existing structures or for other 29 reasons. Where fittings are noted on the Drawings, such notation is for the 30

Contractor's convenience and does not relieve him from laying and jointing 31 different or additional items where required. 32

1.04 OPEN EXCAVATIONS 34

A. All open excavations shall be adequately safeguarded by providing 36 temporary barricades, caution signs, lights, and other means to prevent 37 accidents to persons, and damage to property. The Contractor shall, at his 38 own expense, provide suitable and safe bridges and other crossings for 39 accommodating travel by Owner's personnel, pedestrians, and workmen. 40

The length of open trench will be controlled by the particular surrounding 41 conditions and does not endanger existing facilities. If the excavation 42 becomes a hazard, or if it excessively restricts traffic, construction 43 procedures such as limiting the length of open trench, prohibiting stacking 44 excavated material in the street, and requiring that the trench shall not 45 remain open overnight. 46

01015-2 12/05/25

B. The Contractor shall take precautions to prevent injury to the public due to 2 open trenches. All trenches, excavated material, equipment, or other 3 obstacles, which could be dangerous to the public, shall be well lighted at 4 night. 5

1.05 TEST PITS 7

A. The Contractor shall excavate test pits (pot-hole) for locating underground 9 pipelines or structures in advance of construction to verify that the work can 10 be constructed as intended. Test pits shall be excavated and backfilled by 11 the Contractor so as not to create a hazardous area. Test pits shall be 12 backfilled immediately after their purpose has been satisfied and the surface 13 restored and maintained in a manner satisfactory to the Engineer. 14

1.06 MAINTENANCE OF TRAFFIC 16

A. Unless permission to close a street is received in writing from the proper 18 authority, all excavated material shall be placed so that vehicular and 19 pedestrian traffic may be maintained at all times. If the Contractor's 20 operations cause traffic hazards, he shall repair the road surface, provide 21 temporary ways, erect wheel guards or fences, or take other measures for 22 safety satisfactory to the Engineer. 23

B. The Contractor shall take precautions to prevent injury to the public due to 25 open trenches. Night watchmen may be required where special hazards 26 exist, or police protection provided for traffic while work is in progress. The 27

Contractor shall be fully responsible for damage or injuries whether or not 28 police protection has been provided. 29

1.07 CARE AND PROTECTION OF PROPERTY 31

A. The Contractor shall be responsible for the preservation of all public and 33 private property and shall use every precaution necessary to prevent 34 damage thereto. If any direct or indirect damage is done to public or private 35 property by or on account of any act, omission, neglect, or misconduct in 36 the execution of the work on the part of the Contractor, such property shall 37 be restored by the Contractor, at his expense, to a condition similar or equal 38 to that existing before the damage was done, or he shall make good the 39 damage in other manner acceptable to the Engineer. 40

B. All curbing shall be restored in a condition equal to the original construction 42 and in accordance with the best modern practice. 43

C. Along the location of the work all fences, walks, bushes, trees, shrubbery, 45 and other physical features shall be protected and restored in a thoroughly 46

01015-3 12/05/25 workmanlike manner. Fences and other features removed by the Contractor 1 shall be replaced in the location indicated by the Engineer as soon as 2 conditions permit. All grass areas beyond the limits of construction that have 3 been damaged by the Contractor shall be restored to original conditions. 4

D. Trees close to the work shall be boxed or otherwise protected against injury. 6

The Contractor shall trim all branches that are susceptible to damage 7 because of his operations, but in no case shall any tree be cut or removed 8 without prior notification of the appropriate tree authority. All injuries to bark, 9 trunk, limbs, and roots of trees shall be repaired by dressing, cutting, and 10 painting in accordance with approved methods, using only approved tools 11 and materials. 12

E. The protection, removal, and replacement of existing physical features shall 14 be part of the work under the Contract and all costs in connection therewith 15 shall be included in the unit and/or lump sum prices established. 16

1.08 PROTECTION AND RELOCATION OF EXISTING STRUCTURES AND 18

UTILITIES 19

A. The Contractor shall assume full responsibility for the protection of all 21 buildings, structures, and utilities, public or private, including poles, signs, 22 services to buildings, utilities in the street, gas pipes, water pipes, hydrants, 23 sewers, drains, and electric and telephone cables, whether or not they are 24 shown on the Drawings. The Contractor shall carefully support and protect 25 all such structures and utilities from injury of any kind. Any damage resulting 26 from the Contractor's operations shall be repaired by him at his expense. 27

B. The Contractor shall bear full responsibility for obtaining all locations of 29 underground structures and utilities (including existing water services, drain 30 lines, and sewers). Services shall be maintained and all costs or charges 31 resulting from damage thereto shall be paid by the Contractor. 32

C. If, in the opinion of the Engineer, permanent relocation of a utility owned by 34 the Owner is required, the Engineer may direct the Contractor in writing, to 35 perform the work. Work so ordered will be paid for at the unit prices bid in 36 the Proposal, if applicable, or as extra work as provided for in the General 37

Conditions. If relocation of a privately owned utility is required, the Owner 38 will notify the Utility to perform the work as expeditiously as possible. The 39

Contractor shall fully cooperate with the Owner and Utility and shall have 40 no claim for delay due to such relocation. 41

D. Underground and above ground utilities/facilities are identified on the 43

Drawings based on best information available at the time for the preparation 44 of the plans. It is the responsibility of the Contractor to locate all utilities prior 45 to any excavation. The Contractor shall be responsible for any damage to 46

01015-4 12/05/25 existing underground utilities and facilities and shall coordinate the 1 protection of these utilities with the Owner. 2

1.09 PROTECTION OF CONSTRUCTION AND EQUIPMENT 4

A. All newly constructed work shall be carefully protected from injury or 6 damage in every way. No wheeling or walking or placing of heavy loads 7 shall be allowed and any portion injured or damaged shall be reconstructed 8 by the Contractor at his own expense. 9

1.10 WATER FOR CONSTRUCTION PURPOSES 11

A. The Contractor shall be responsible for providing and paying for all water 13 required for construction purposes. The Contractor shall make all 14 connections and other provisions, including backflow prevention and 15 metering provisions, necessary to obtain said water from the local utility’s 16 potable and/or reclaimed water system, as required. The Contractor shall 17 pay the appropriate party for all water used for construction purposes. Bid 18 prices shall include the costs incurred for water usage. 19

1.11 MAINTENANCE OF FLOW 21

A. The Contractor shall, at his own cost, provide for the flow of sewers, drains, 23 and water courses interrupted during the progress of the work, and shall 24 immediately remove all offensive matter.