Section_7_Hazen_&_Sawyer_Specifications.pdf

PINELLAS COUNTY UTILITIES

INDUSTRIAL WATER TREATMENT PLANT

INTAKE SYSTEM IMPROVEMENTS

NOVEMBER 2022

Responsible for Divisions 01, 02, 09, 31, 32, 40, 43, and 46

THE ABOVE NAMED PROFESSIONAL

ENGINEER SHALL BE RESPONSIBLE FOR

THE ABOVE IDENTIFIED SPECIFICATION

DIVISIONS IN THIS DOCUMENT IN

ACCORDANCE WITH RULE 61G15-23.004,

F.A.C. THIS SHEET HAS BEEN DIGITALLY

SIGNED AND SEALED USING A DIGITAL

SIGNATURE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE DIGITAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

Responsible for Division 26

THE ABOVE NAMED PROFESSIONAL

ENGINEER SHALL BE RESPONSIBLE FOR

THE ABOVE IDENTIFIED SPECIFICATION

DIVISIONS IN THIS DOCUMENT IN

ACCORDANCE WITH RULE 61G15-23.004,

F.A.C. THIS SHEET HAS BEEN DIGITALLY

SIGNED AND SEALED USING A DIGITAL

SIGNATURE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE DIGITAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

Responsible for Divisions 03 and 05

THE ABOVE NAMED PROFESSIONAL

ENGINEER SHALL BE RESPONSIBLE FOR

THE ABOVE IDENTIFIED SPECIFICATION

DIVISIONS IN THIS DOCUMENT IN

ACCORDANCE WITH RULE 61G15-23.004,

F.A.C. THIS SHEET HAS BEEN DIGITALLY

SIGNED AND SEALED USING A DIGITAL

SIGNATURE. PRINTED COPIES OF THIS

DOCUMENT ARE NOT CONSIDERED

SIGNED AND SEALED AND THE DIGITAL

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

PINELLAS COUNTY UTILITIES

INDUSTRIAL WATER TREATMENT PLANT

INTAKE SYSTEM IMPROVEMENTS

TABLE OF CONTENTS

Note: The Supplemental Technical Specifications presented herein are project specific and are only related to this project and are not part of Pinellas County Utilities’ (PCU) Standard Technical Specifications (STS). All Supplemental Technical Specifications will have a (S) designation following the section title in the Table of Contents. All PCU STS are made part of the project, however, several specific PCU STS are identified below in the TOC with a PCU designation. Each specification will be designated in lower right hand corner as PID 002423A, where 002423A designates the specific Project Job Number.

DIVISION 00

00 75 00 Project Scope and Supplemental Specifications (PCU)

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 20 01 Measurement and Payment (S)

01 33 00 Submittal Procedures (S)

01 45 17 Pipeline Pressure and Leakage Testing Requirements (PCU)

01 51 00 Temporary Utilities (S)

01 54 00 Maintenance of Utility Operations During Construction (S)

01 75 00 Checkout and Startup Procedures (S)

01 78 39 Project Record Documents (PCU)

11/7/22 1 PID – 002423A

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition (S)

02 41 16 Demolition and Removal of Existing Structures and Equipment (S)

DIVISION 03 – CONCRETE

03 10 01 Concrete Materials (PCU)

03 11 00 Concrete Formwork (S)

03 21 00 Reinforcing Steel (S)

03 60 00 Grout (S)

DIVISION 05 – METALS

05 05 13 Galvanizing (S)

05 05 23 Metal Fastening (S)

05 10 00 Metal Materials (S)

05 12 13 Structural Steel (S)

05 13 00 Stainless Steel (S)

05 14 00 Structural Aluminum (S)

05 50 00 Metal Fabrications (S)

05 52 00 Handrails and Railings (S)

05 53 00 Gratings (S)

11/7/22 2 PID – 002423A

DIVISION 09 – FINISHES

09 91 00 Paintings and Protective Coatings (PCU)

DIVISION 26 – ELECTRICAL

26 05 00 Electrical Requirements (S)

DIVISION 31 – EARTHWORK

31 00 01 Earthwork (S)

31 05 19 Geotextiles (S)

31 10 00 Clearing, Grubbing, and Site Preparation (S)

31 23 33 Excavation and Backfill for Pipes (PCU)

31 25 02 Grout Filled Fabric Formed Revetment (S)

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 92 01 Seeding and Sodding (PCU)

DIVISION 40 – PROCESS INTERCONNECTIONS

40 05 00 Basic Mechanical Requirements (S)

40 05 07 Pipe Supports (S)

40 05 19 Ductile Iron Pipe (S)

40 05 20 Swivel Joint Assembly (S)

11/7/22 3 PID – 002423A

DIVISION 40 – PROCESS INTERCONNECTIONS (CONTINUED)

40 05 31 PVC/CPVC Pipe and Thermoplastic Hose (S)

40 05 33 High Density Polyethylene (HDPE) Pipe (S)

40 05 41 Piping Expansion Compensation (S)

40 05 51 Valves, General (S)

40 05 57 Valve Operators (S)

40 05 61 Gate Valves (S)

40 05 65.23 Check Valves (S)

40 05 68.13 PVC and CPVC Valves (S)

40 05 68.23 Miscellaneous Valves (S)

40 05 97 Piping and Equipment Identification Systems (S)

40 61 10 Instrumentation Requirements (S)

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT

43 20 00 Pumps, General (S)

43 23 16 Horizontal Self-Priming Centrifugal Pumps (S)

43 50 00 Floating Intake System with Wedge Wire Screen (S)

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

46 00 00 Equipment, General Provisions (S)

11/7/22 4 PID – 002423A

Division 00

11/7/22 PID – 002423A

PROJECT SCOPE AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS

00 75 00-1

SECTION 00 75 00 1

PROJECT SCOPE AND SUPPLEMENTAL TECHNICAL SPECIFICATIONS 3

SUMMARY OF WORK 6

1.01 GENERAL 8

A. The Work to be performed under this Contract shall consist of furnishing all tools, 10 equipment, materials, supplies, and manufactured articles and for furnishing all 11 transportation and services, including fuel, power, water, and essential communications, 12 and for the performance of all labor, work, or other operations required for the fulfillment 13 of the Contract in strict accordance with the Contract Documents. The Work shall be 14 complete, and all work, materials, and services not expressly shown or called for in the 15 Contract Documents which may be necessary for the complete and proper construction 16 of the Work in good faith shall be performed, furnished, and installed by the Contractor 17 as though originally so specified or shown, at no increase in cost to the County. 18

1.02 WORK COVERED BY CONTRACT DOCUMENTS 20

A. The Work set forth within these bid documents includes the furnishing of all labor, 22 materials, equipment, services and incidentals for: 23

● Civil site work, including excavation and grading, slope stabilization and access 24 ramp and associated swales, cofferdams and protective sheeting systems required 25 to perform the work. 26

● Demolition of existing intake pumps, associated piping, electrical panels and 27 associated components, and flow control devices. 28

● One intake screen, including floating intake system, suction pipe, flexible hose, 29 pipe floats, winch cable, winch cable floats, and associated accessories. 30

● Two new intake pumps. 31

● Concrete intake pump pad. 32

● Aluminum platform, handrailing, and associated miscellaneous metals. 33

● Intake pumps suction and discharge piping, pipe fittings, valves, and pipe supports. 34

● Three winch and fairlead systems, including mounts and associated miscellaneous 35 metals. 36

● Three concrete winch pads. 37

● Associated electrical and control system improvements. 38

B. All materials and workmanship supplied for this project shall be of first-class quality. 40

00 75 00-2

ARTICLE SP - 4 MODIFICATIONS TO THE STANDARD TECHNICAL 1

SPECIFICATIONS 2

Pinellas County Standard Technical Specifications for Utilities and Related 4

Construction 5

03 10 01 CONCRETE MATERIALS 7

1.02 RELATED SECTIONS 9

Add – B. Division 03 11

1.03 DESIGN MIX 14

Add – B. The proportions of cement, aggregates, admixtures 16 and water used in the concrete mixes shall be based 17 on the results of field experience or preferably 18 laboratory trial mixes in conformance with ACI 301. If 19 field experience records are used, concrete strength 20 results shall be from concrete mixed with all of the 21 ingredients proposed for use on job used in similar 22 proportions to mix proposed for use on job. Contractor 23 shall submit verification confirming this stipulation has 24 been followed. Field experience records and/or trial 25 mix data used as the basis for the proposed concrete 26 mix design shall be submitted to the CONSULTANT 27 along with the proposed mix. 28

C. Structural concrete shall conform to the following 30 requirements. Cementitious materials refer to the total 31 combined weight of all cement, fly ash, and slag 32 cement contained in the mix. 33

1. Compressive Strength (28-Day) 41

Concrete Class A1 4,500 psi (minimum)

Concrete Class B 3,000 psi (minimum)

00 75 00-3

2. Water/cementitious materials ratio, by weight 1

Maximum Minimum

Concrete Class A1 0.42 0.39

Concrete Class B 0.50 0.39

3. Slump range 4

a. 4" nominal unless high range water 6 reducing admixture is used. 7

b. 8” max if high range water reducing 9 admixture is used. 10

4. Air Content 12

Concrete Class A1 6% ±1.5%

Concrete Class B 3% Max (non air-entrained)

2.01 CEMENT 17

Replace A.1. with - For general concrete construction, ASTM 19 designation C-150, Type II. Type I may be used 20 provided slag cement is also included in the mix in 21 accordance with 2.01.A.3 and 2.01.A.4. 22

2.02 FINE AGGREGATE 24

Add – D. All fine aggregates used in normal weight concrete 26 shall conform to ASTM C-33. 27

2.03 COARSE AGGREGATE 29

Add – D. All coarse aggregates used in normal weight concrete 31 shall conform to ASTM C-33. 32

2.04 WATER 34

Add – C. Water shall meet the requirements of ASTM C-1602. 36

2.05 REINFORCEMENT 38

00 75 00-4

Delete – A.,B., and C. 1

For information on requirements of reinforcement, see section 03 3

21 00 - Reinforcing steel. 4

2.06 JOINTS 6

Delete – A. 8

PART 2 - PRODUCTS 10

Add – 2.08 ADMIXTURES 12

A. Air entraining agent shall be added to all concrete 14 unless noted otherwise. The agent shall consist of a 15 neutralized vinsol resin solution or a purified 16 hydrocarbon with a cement catalyst which will provide 17 entrained air in the concrete in accordance with 18

ASTM C 260. The admixture proposed shall be 19 selected in advance so that adequate samples may 20 be obtained and the required tests made. Air content 21 of concrete, when placed, shall be within the ranges 22 given in the concrete mix design. 23

B. The following admixtures are required or used for 26 water reduction, slump increase, and/or adjustment of 27 initial set. Admixtures permitted shall confirm to the 28 requirements of ASTM C 494. Admixtures shall be 29 non-toxic after 30 days and shall be compatible with 30 and made by the same manufacturer as the air-31 entraining admixtures. 32

1. Water reducing admixture shall conform to 34

ASTM C 494, Type A and shall contain no 35 more than 0.05% chloride ions. Acceptable 36 products are “Eucon Series” by the Euclid 37

Chemical Company, “Master Pozzolith Series” 38 by BASF, and “Plastocrete Series” by Sika 39

Corporation. 40

2. High range water reducer shall be sulfonated 42 polymer conforming to ASTM C 494, Type F or 43

G. The high range water reducer shall be 44 added to the concrete at either the batch plant 45 or at the job site and may be used in 46

00 75 00-5 conjunction with a water reducing admixture. 1

The high range water reducer shall be 2 accurately measured and pressure injected 3 into the mixer as a single dose by an 4 experienced technician. A standby system 5 shall be provided and tested prior to each day’s 6 operation of the job site system. Concrete shall 7 be mixed at mixing speed for a minimum of 8

100 mixer revolutions after the addition of the 9 high range water reducer. Acceptable products 10 are “Eucon 37” or Plastol 5000 by the Euclid 11

Chemical Company, “Master Rheobuild 1000 12 or Master Glenium Series” by BASF, and 13

“Daracem 100 or Advaflow Series” by W.R. 14

Grace. 15

3. A non-chloride, non-corrosive accelerating 17 admixture may be used where specifically 18 approved by the CONSULTANT. The 19 admixture shall conform to ASTM C 494, Type 20

C or E, and shall not contain more chloride 21 ions than are present in municipal drinking 22 water. The admixture manufacturer must have 23 long-term non-corrosive test data from an 24 independent testing laboratory (of at least a 25 year’s duration) using an acceptable 26 accelerated corrosion test method such as that 27 using electrical potential measures. Acceptable 28 products are “Accelguard 80/90 or NCA” by the 29

Euclid Chemical Company and “Daraset” by 30

W.R. Grace. 31

4. A water reducing retarding admixture may be 33 used where specifically approved by the 34

CONSULTANT. The admixture shall conform 35 to ASTM C494, Type D and shall not contain 36 more than 0.05% chloride ions. Acceptable 37 products are “Eucon NR or Eucon Retarder 38

100” by the Euclid Chemical Company, 39

“Pozzolith Retarder” by BASF, and “Plastiment” 40 by Sika Corporation. 41

C. Admixtures containing calcium chloride, thiocyanate 43 or more than 0.05 percent chloride ions are not 44 permitted. The addition of admixtures to prevent 45 freezing is not permitted. 46

00 75 00-6

D. The Contractor shall submit manufacturer's data 2 including the chloride ion content of each admixture 3 and certification from the admixture manufacturer that 4 all admixtures utilized in the design mix are 5 compatible with one another and properly 6 proportioned prior to mix design review. 7

3.02 PROPORTIONING 9

Delete – D. 11

3.07 JOINTS 13

Delete – A., B., and C. 15

END OF SECTION 19

Division 01

11/2/22 PID – 002423A

MEASUREMENT AND PAYMENT

01 20 01-1

SECTION 01 20 01 1

MEASUREMENT AND PAYMENT 3

PART 1 -- GENERAL 5

1.01 THE REQUIREMENT 7

A. Payment for the various items in the Schedule of Payment items, as further specified 9 herein, shall include all compensation to be received by the Contractor for furnishing all 10 tools, equipment, supplies, and manufactured articles, and for all labor, operations, 11 taxes, materials, commissions, transportation and handling, bonds, permit fees, 12 insurance, overhead and profit, and incidentals appurtenant to the items of Work being 13 described, as necessary to complete the various items of the Work all in accordance 14 with the requirements of the Contract Documents, including all appurtenances thereto, 15 and including all costs of compliance with the regulations of public agencies having 16 jurisdiction, including Safety and Health Requirements of the Occupational Safety and 17 Health Administration of the U.S. Department of Labor (OSHA). Such compensation 18 shall also include payment for any loss or damages arising directly or indirectly from the 19 Work. 20

B. The Contractor's attention is called to the fact that the quotations for the various items of 22 Work are intended to establish a total price for completing the Work in its entirety. 23 Should the Contractor feel that the cost for any item of Work has not been established 24 by the Schedule of Payment items or this Section, it shall include the cost for that Work 25 in some other applicable bid item, so that its proposal for the project does reflect its total 26 price for completing the Work in its entirety. 27

1.02 EXPLANATION AND DEFINITIONS 30

A. The following explanation of the Measurement and Payment for the Bid Schedule items 32 is made for information and guidance. The omission of reference to any item in this 33 description shall not, however, alter the intent of the Bid Schedule or relieve the 34 Contractor of the necessity of furnishing such as a part of the Contract. Measurement 35 and payment for all Contract Items shall be made in accordance with this section or as 36 modified by Supplemental Terms and Conditions. 37

1.03 SCHEDULE OF VALUES 39

A. Approval of schedule: Submit for approval a preliminary Schedule of Values for all of the 41 work. Submit preliminary schedule of values within 10 calendar days after the Effective 42 Date of the Agreement (notice to proceed). 43

B. Format: Utilize the submitted Bid Schedule for the list of individual pay items finalizing 44 actual amounts to be used for payment if different than that initially submitted with the 45 bid. Identify each line item with number and title of the major specification items. Identify 46 site mobilization, bonds and insurance. Include with each line item, a direct proportional 47 amount of Contractor’s overhead and profit. Within the Schedule of Values, break down 48 the individual bid schedule items into more specific items included in that bid schedule 49

01 20 01-2 item (concrete, individual equipment, electrical components, instrumentation, piping 1 sections, startup, training, O&M Manuals, etc). Intent is to break down the work by 2 areas that can more easily allow estimation of the percent complete for each item. 3 Attempt to break down the individual items listed in values of $50,000 or less wherever 4 possible. 5

A. Revisions: With each Application for Payment, revise schedule to list approved Change 7

Orders. 8

PART 2 – PRODUCTS (NOT USED) 11

PART 3 – EXECUTION 14

3.01 SCHEDULE OF PRICES BID – OVERALL PROJECT 16

A. Item No. SW-1 – Civil Site Work: Payment for furnishing and installing all site 18 improvements will be made at the contract lump sum price. This item includes all labor, 19 materials, equipment, supplies, and appurtenances necessary for site restoration, 20 roadway improvements and paving, and all other civil/site improvements as required for 21 this project, including but not limited to, survey and staking, earthwork, existing subgrade 22 preparation and testing, proofrolling, erosion control, dewatering systems, bollards, 23 geoweb ramps, grout filled revetment systems, anchor trenches, pond embankment 24 stabilization, seeding and sodding of embankment slopes and final site cleanup and 25 restoration of all areas disturbed by construction activities. This pay item includes all 26 temporary cofferdam and excavation protection systems to be designed, installed, and 27 removed by the Contractor that are required to perform the Work. Payment shall be 28 made based on a mutually agreed percent complete of the lump sum price for this work 29 item. 30

B. Item No. SW-2 – Embankment and Geoweb Ramp Subgrade Replacement: Payment 32 shall be per cubic yard, which includes excavation, hauling, and disposal of unsuitable 33 material within the site property (1 mile from area of work), placement of select fill 34 obtained from a borrow location on site (1 mile from area of work), and compaction of 35 select fill. The quantity of excavation and replacement to be paid for shall be the actual 36 quantity of cubic yards of unsuitable material that has been removed and replaced with 37 select fill as indicated on the Drawings, as specified, and directed by Engineer. The 38 quantity of excavation and replacement to be paid for shall be verified through survey 39 data of the area and elevations of the material that is excavated and replaced. 40

C. Item No. SW-3 – Structure Foundation Subgrade Replacement: Payment shall be per 42 cubic yard, which includes excavation, hauling, and disposal of unsuitable material within 43 the site property (1 mile from area of work), placement of crushed stone, and 44 compaction of crushed stone. The quantity of excavation and replacement to be paid for 45 shall be the actual quantity of cubic yards of unsuitable material that has been removed 46 and replaced with crushed stone as indicated on the Drawings, as specified, and 47 directed by Engineer. The quantity of excavation and replacement to be paid for shall be 48 verified through survey data of the area and elevations of the material that is excavated 49 and replaced. 50

01 20 01-3

D. Item No. SW-4 – Demolition: Payment for demolition will be made at the contract lump 1 sum price. This item includes, but is not limited to, the demolition and removal or 2 relocation of the existing intake pumps, associated piping and valves, flow control 3 devices, and removal of the existing electrical panels adjacent to the new geoweb ramp. 4 This item also includes relocation of the existing trailer mounted pump and reconnection 5 for this unit to continue operation during construction. Payment shall be made based on 6 a mutually agreed percent complete of the lump sum price for this work item. 7

E. Item No. SW-5 – Floating Intake Screen System: Payment for furnishing and installing 9 the floating intake screen system will be made at the contract lump sum price. This item 10 includes all labor, materials and equipment necessary for furnishing and installing the 11 floating intake system with wedge wire screen, testing and placing in operation all 12 components as specified under Section 43 50 00. This item shall include the O&M 13 Manuals and Training for this equipment. This item shall also include all air supply piping 14 and equipment. Payment shall be made based on a mutually agreed percent complete 15 of the lump sum price for this work item. 16

F. Item No. SW-6 – Intake Pumps: Payment for furnishing and installing the intake pumps 18 will be made at the contract lump sum price. This item includes all labor, materials and 19 equipment necessary for furnishing, installing, testing, and placing in operation the 20 intake pumps and all associated appurtenances. This item shall include the O&M 21 Manuals and Training for this equipment. This item shall also include all coating systems 22 for the equipment. Payment shall be made based on a mutually agreed percent 23 complete of the lump sum price for this work item. 24

G. Item No. SW-7 – Intake Pump Pad: Payment for furnishing and installing all concrete for 26 the new intake pump pad will be made at the contract lump sum price. This item includes 27 all labor, materials, equipment, services and incidentals necessary for all concrete work 28 at the structure including, but is not limited to, excavation work, existing subgrade 29 preparation and testing, aggregate base course, formwork, reinforcing steel, concrete 30 and concrete accessories for the concrete slab and equipment pads, stairs and stair 31 nosings, concrete curing and finishing, concrete pads and supports, intake pipe support 32 pier, vapor barriers, and painting of the concrete surfaces. Payment shall be made 33 based on a mutually agreed percent complete of the lump sum price for this work item. 34

H. Item No. SW-8 – Metal Platform: Payment for furnishing and installing all the new metal 36 platform will be made at the contract lump sum price. This item includes all labor, 37 materials, equipment necessary for all furnishing and installing the metal platform, 38 structural beams, angles, grating, handrailing for both platform and pump pad, 39 anchorage systems, and coating systems. Payment shall be made based on a mutually 40 agreed percent complete of the lump sum price for this work item. 41

I. Item No. SW-9 – Intake Pumps Piping: Payment for furnishing and installing the intake 43 pump suction piping, fittings, flexible hoses, swivel joint, and valves from the floating 44 intake system to the self-priming pumps. This includes the pipe float systems, flexible 45 SS compressed air piping, compressed air storage tank, pipe supports, and all 46 associated appurtenances. This pay item includes the furnishing and installation of 47 discharge piping, fittings, and valves and associated supports. This pay item includes 48 the furnishing and installation of the potable water piping, connection to the existing 49 potable water line, trenchless installation under existing pavement, backflow preventer, 50 fittings, and valves. This item includes all labor, materials and equipment necessary for 51

01 20 01-4 furnishing and installing ancillary piping components, testing, and clearance of the above 1 piping systems. This item shall also include all coating systems for the piping. Payment 2 shall be made based on a mutually agreed percent complete of the lump sum price for 3 this work item. 4

J. Item No. SW-10 – Winch and Fairlead Systems: Payment for furnishing and installing 6 the winches and fairleads, stainless steel cable will be made at the contract lump sum 7 price. This item includes all labor, materials and equipment necessary for furnishing and 8 installing the winches, mounts, fairleads, structural members, base plates, anchorage 9 systems, stainless steel cable and floats to connect the winches to the floating intake 10 system and accessories. Payment shall be made based on a mutually agreed percent 11 complete of the lump sum price for this work item. 12

K. Item No. SW-11 – Winch Pads: Payment for furnishing and installing all concrete for the 14 winch pads will be made at the contract lump sum price. This item includes all labor, 15 materials, equipment, services and incidentals necessary for all concrete work at the 16 winch pads including, but is not limited to, excavation and compaction work, existing 17 subgrade preparation and testing, aggregate base course, formwork, reinforcing steel, 18 concrete and concrete accessories for the concrete slabs and equipment pads, concrete 19 curing and finishing, concrete supports, vapor barriers, concrete joint materials, and 20 painting of the concrete surfaces. Payment shall be made based on a mutually agreed 21 percent complete of the lump sum price for this work item. 22

L. Item No. SW-12 – Electrical Work: Payment for furnishing and installing the electrical 24 modifications will be made at the contract lump sum price. This item includes all work 25 shown on the electrical drawings and specified in Division 26. Payment shall be made 26 based on a mutually agreed percent complete of the lump sum price for this work item. 27

M. Item No. SW-13 – Instrumentation Work: Payment for furnishing and installing the 29 instrumentation systems will be made at the contract lump sum price. This item includes 30 all work associated with furnishing instruments, hypochlorite control panel and PLC/HMI 31 programming, fiber optic cable and communications, plant network modifications, and 32 plant SCADA revisions for the new hypochlorite and dewatering process as specified in 33 Division 40. Payment shall be made based on a mutually agreed percent complete of the 34 lump sum price for this work item. 35

- END OF SECTION - 41

5/25/22 PID – 002423A

SUBMITTAL PROCEDURES

01 33 00-1

SECTION 01 33 00 1

SUBMITTAL PROCEDURES 3

PART 1 -- GENERAL 7

1.01 THE REQUIREMENT 9

A. Shop Drawings, Procedures, and other Submittal Materials 11

1. Shop Drawings 13

a. Structural and all other layout Drawings prepared specifically for the 15 Project shall have a plan scale of not less than 1/4-inch = 1 foot. 16

b. Where manufacturer's publications in the form of catalogs, brochures, 18 illustrations or other data sheets are submitted in lieu of prepared Shop 19 Drawings, such submittals shall specifically indicate the item for which 20 approval is requested. Identification of items shall be made in ink, and 21 submittals showing only general information are not acceptable. 22

2. Layout and Installation Drawings 24

a. Contractor shall prepare and submit for review to the ENGINEER layout 26 and installation drawings for all pipes, valves, fittings, sewers, drains, 27 heating and ventilation ducts, all electrical, heating, ventilating and other 28 conduits, plumbing lines, electrical cable trays, lighting fixture layouts, and 29 circuiting, instrumentation, interconnection wiring diagrams, 30 communications, power supply, alarm circuits, etc., under this Contract. 31 The final dimensions, elevation, location, etc., of pipe, valves, fittings, 32 sewers, ducts, conduits, electrical cable trays, equipment, etc., may 33 depend upon the dimensions of equipment and valves to be furnished by 34 the Contractor. 35

b. Layout and installation drawings are required for both interior and exterior 37 piping, valves, fittings, sewers, drains, heating and ventilation ducts, 38 conduits, plumbing lines, electrical cable trays, etc. 39

c. Layout and installation Drawings shall show connections to structures, 41 equipment, sleeves, valves, fittings, etc. 42

d. Drawings shall show the location and type of all supports, hangers, 44 foundations, etc., and the required clearances to operate valves, 45 equipment, etc. 46

e. The Drawings for pipes, ducts, conduits, etc., shall show all 3-inch and 48 larger electrical conduits and pressure piping, electrical cable trays, 49 heating and ventilation ducts or pipes, structure, manholes or any other 50 feature within four (4) feet (measured as the clear dimension) from the 51 pipe duct, conduit, etc., for which the profile is drawn. 52

11/2/2022

01 33 00-2

3. Contractor Responsibilities 2

a. Shop Drawings shall be submitted as a single complete package for any 4 operating system and shall include all items of equipment and any 5 mechanical units involved or necessary for the functioning of such 6 system. Where applicable, the submittal shall include elementary wiring 7 diagrams showing circuit functioning and necessary interconnection 8 wiring diagrams for construction. 9

b. If the submittals contain any departures from the Contract Documents, 11 specific mention thereof shall be made in the Contractor's letter of 12 transmittal. Otherwise, the review of such submittals shall not constitute 13 approval of the departure. 14

c. No materials or equipment shall be ordered, fabricated, shipped or any 16 work performed until the ENGINEER returns to the Contractor the 17 submittals, herein required, annotated "Furnish as Submitted", "Furnish 18 as Corrected", or “Furnish as Corrected – Confirm.” If a submittal is 19 returned “Furnish as Corrected – Confirm” the portions of work covered 20 by the submittal that require confirmation by the ENGINEER shall not be 21 ordered, fabricated, shipped, or any work performed until those portions 22 are approved in a subsequent submittal either "Furnish as Submitted" or 23 "Furnish as Corrected". 24

d. Where errors, deviations, and/or omissions are discovered at a later date 26 in any of the submittals, the CONSULTANT’s prior review of the 27 submittals does not relieve the Contractor of the responsibility for 28 correcting all errors, deviations, and/or omissions. 29

4. CONSULTANT's Review 31

a. CONSULTANT's review of the Contractor's submittals shall in no way 33 relieve the Contractor of any of his responsibilities under the Contract. An 34 acceptance of a submittal shall be interpreted to mean that the 35 CONSULTANT has no specific objections to the submitted material, 36 subject to conformance with the Contract Drawings and Specifications. 37

b. CONSULTANT's review will be confined to general arrangement and 39 compliance with the Contract Drawings and Specifications only, and will 40 not be for the purpose of checking dimensions, weights, clearances, 41 fittings, tolerances, interferences, coordination of trades, etc. 42

5. Record Working Drawings 44

a. Contractor shall maintain current record drawings onsite for the 46

ENGINEER and CONSULTANT’s review. Record drawings shall be 47 updated monthly at a minimum. 48

b. Prior to final payment, the Contractor shall furnish the ENGINEER one 50 complete set of all accepted Working Drawings, including Shop Drawings, 51 for equipment, piping, electrical work, heating system, ventilating system, 52

01 33 00-3 air conditioning system, instrumentation system, plumbing system, 1 structural, interconnection wiring diagrams, etc. 2

c. Working Drawings furnished shall be corrected to include any departures 4 from previously accepted Drawings. 5

d. Operation and Maintenance Manuals 7

1. Preliminary electronic copies of Operation and Maintenance 9

Manuals, prepared specifically for this Project, shall be furnished 10 for each item of equipment furnished under this Contract. The 11 preliminary manuals shall be provided to the ENGINEER not less 12 than 60 days prior to the start-up of the respective equipment. 13

2. The preliminary manuals shall be submitted to the ENGINEER 15 and reviewed prior to the Contractor submitting final copies for 16 distribution to the ENGINEER. Following review of the preliminary 17 copies of the Operation and Maintenance Manuals, an electronic 18 response will be returned to the Contractor with required revisions 19 noted, or the acceptance of the ENGINEER noted. 20

3. Manuals shall contain complete information in connection with 22 assembly, operation, lubrication, adjustment, wiring diagrams and 23 schematics, maintenance, and repair, including detailed parts lists 24 with drawings or photographs identifying the parts. 25

4. Manuals furnished shall be assembled and bound in separate 27 volumes, by major equipment items or trades, and properly 28 indexed to facilitate locating any required information. In addition, 29 manuals should be labeled in the front cover with the project, 30 name, equipment description, and manufacturer contact 31 information. 32

5. CONSULTANT and the ENGINEER shall be the sole judge of the 34 acceptability and completeness of the manuals and may reject 35 any submittal for insufficient information included, incorrect 36 references and/or the manner in which the material is assembled. 37

6. Following the CONSULTANT’s review of the preliminary manuals, 39 the Contractor shall submit five (5) paper copies and two (2) 40 electronic copies of the final Operation and Maintenance Manuals 41 to the ENGINEER. The manuals shall reflect the required 42 revisions noted during the CONSULTANT’s review of the 43 preliminary documents. Failure of the final manuals to reflect the 44 required revisions noted by the CONSULTANT during a review of 45 the Preliminary documents will result in the manuals being 46 returned to the Contractor. Acceptable final Operation and 47 Maintenance Manuals shall be provided not less than two week 48 prior to equipment start-up. 49

e. Certified Shop Test Reports 51

01 33 00-4

1. Each piece of equipment for which pressure, head, capacity, 1 rating, efficiency, performance, function or special requirements 2 are specified or implied shall be tested in the shop of the 3 manufacturer in a manner which shall conclusively prove that its 4 characteristics comply fully with the requirements of the Contract 5 Documents and applicable test codes and standards. Contractor 6 shall keep the ENGINEER advised of the scheduling of shop tests 7 so that the ENGINEER may arrange for the witnessing or 8 inspection at the proper time and place. 9

2. The Contractor shall secure from the manufacturers electronic 11 copies of the actual test data, the interpreted results and a 12 complete description of the testing facilities and testing setup, all 13 accompanied by a certificate of authenticity sworn to by a 14 responsible official of the manufacturing company and notarized. 15 These reports shall be forwarded to the ENGINEER for review; 16 ENGINEER shall coordinate with the CONSULTANT. 17

3. In the event any equipment fails to meet the test requirements, the 19 manufacturer shall make all necessary changes, adjustments or 20 replacements and the tests shall be repeated, at no additional cost 21 to the ENGINEER or CONSULTANT, until the equipment test 22 requirements are acceptable to the CONSULTANT. 23

4. No equipment shall be shipped to the Project until the ENGINEER 25 notifies the Contractor, in writing, that the shop test reports are 26 acceptable. 27

f. Samples 29

1. Contractor shall furnish for review all samples as required by the 31

Contract Documents or requested by the ENGINEER. 32

2. Samples shall be of sufficient size or quantity to clearly illustrate 34 the quality, type, range of color, finish or texture and shall be 35 properly labeled to show the nature of the material, trade name of 36 manufacturer and location of the work where the material 37 represented by the sample will be used. 38

3. Samples shall be checked by the Contractor for conformance to 40 the Contract Documents before being submitted to the 41 ENGINEER and shall bear the Contractor's stamp of approval 42 certifying that they have been so checked. Transportation 43 charges on samples submitted to the ENGINEER shall be prepaid 44 by the Contractor. 45

4. CONSULTANT's review will be for compliance with the Contract 47 Documents and his comments will be transmitted through the 48 ENGINEER to the Contractor with reasonable promptness. 49

5. Accepted samples will establish the standards by which the 51 completed work will be judged. 52

01 33 00-5

PART 2 -- PRODUCTS 7

(NOT USED) 9

PART 3 -- EXECUTION 12

(NOT USED) 14

- END OF SECTION - 18

01 33 00-6

Page Intentionally Left Blank 16

7/6/21 PID – 002423A

TEMPORARY UTILITIES

01 51 00-1

SECTION 01 51 00 1

TEMPORARY UTILITIES 3

PART 1 -- GENERAL 7

1.01 THE REQUIREMENT 9

A. The General Contractor shall provide temporary light and power, heating, water service 11 and sanitary facilities for his operations, for the construction operations of the other 12 Contractors of this Project at the site. The temporary services shall be provided for use 13 throughout the construction period. 14

B. The General Contractor shall coordinate and install all temporary services in accordance 16 with the requirements of the utility companies having jurisdiction and as required by 17 applicable codes and regulations. 18

C. At the completion of the work, or when the temporary services are no longer required, 20 the facilities shall be restored to their original conditions. 21

D. All costs in connection with the temporary services including, but not limited to, 23 installation, utility company service charges, maintenance, relocation and removal shall 24 be borne by the Contractor at no additional cost to the ENGINEER. 25

E. Some temporary facilities that may be required may be indicated on the Drawings; 27 however, the Drawings do not necessarily show any or all of the temporary facilities that 28 the Contractor ultimately uses to complete the work. 29

F. Temporary Light and Power 31

1. The temporary general lighting and small power requirements shall be serviced 33 by 120/240 V, 1 phase, 3 wire temporary systems furnished and installed by the 34 General Contractor. This service shall be furnished complete with main 35 disconnect, overcurrent protection, meter outlet, branch circuit breakers, and 36 wiring as required; including branch circuit breakers and wiring as required for 37 furnishing temporary power to the various Contractor's field office service 38 connections, all in accordance with the requirements of the servicing power 39 company and applicable standards and codes. The meter for the temporary 40 120/240 V service for construction purposes shall be registered in the name of 41 the General Contractor and all energy charges for furnishing this temporary 42 electric power shall be borne by the General Contractor. Any Contractor with a 43 need for power other than the 120/240 V, 1 phase, 3 wire shall provide such 44 power at his own expense. 45

2. The General Contractor shall make all necessary arrangements, and pay for all 47 permits, inspections, and power company charges for all temporary service 48 installations. All temporary systems shall comply with and meet the approval of 49 the local authorities having jurisdiction. All temporary electrical systems shall 50 consist of wiring, switches, necessary insulated supports, poles, fixtures, sockets, 51

01 51 00-2 receptacles, lamps, guards, cutouts, and fuses as required to complete such 1 installations. The General Contractor shall furnish lamps and fuses for all 2 temporary systems furnished by him and shall replace broken and burned out 3 lamps, blown fuses, damaged wiring and as required to maintain these systems 4 in adequate and safe operating condition. All such temporary light and power 5 system shall be installed without interfering with the work of the other 6 Contractors. 7

When it is necessary during the progress of construction that a temporary 9 electrical facility installed under this Division interferes with construction 10 operations, the General Contractor shall relocate the temporary electrical 11 facilities to maintain temporary power as required at no additional cost to the 12 ENGINEER. The General Contractor shall be responsible at all times for any 13 damage or injury to equipment, materials, or personnel caused by improperly 14 protected or installed temporary installations and equipment. 15

3. The various Contractors doing the work at the site shall be permitted to connect 17 into the temporary general lighting system small hand tools, such as drills, 18 hammers, and grinders, provided that: 19

a. Equipment and tools are suitable for 120 V, single phase, 60 Hz operation 21 and operating input does not exceed 1,500 volt-amperes. 22

b. Tools are connected to outlets of the system with only one (1) unit 24 connected to a single outlet. 25

c. In case of overloading of circuits, the General Contractor will restrict use 27 of equipment and tools as required for correct loading. 28

4. The General Contractor shall keep the temporary general lighting and power 30 systems energized fifteen minutes before the time that the earliest trade starts in 31 the morning and de-energized fifteen minutes after the time the latest trade 32 stops. This applies to all weekdays, Monday through Friday, inclusive, which are 33 established as regular working days. 34

Any Contractor requiring temporary light and power before or after the hours set 36 forth hereinbefore, or on a Saturday, Sunday, or holiday, shall pay for the 37 additional cost of keeping the system energized and repaired. If more than one 38 Contractor is involved, the charges shall be prorated, such amounts to be 39 determined from the meter readings or other acceptable means previously 40 agreed upon by the Contractors involved. If it is necessary for any Contractor or 41 his employees to be in any structure after regular working hours and the 42 temporary general lighting system is not required for illumination, that Contractor 43 shall provide such illumination required by means of flashlights, electric lanterns, 44 or other devices not requiring use of electricity from the temporary general 45 lighting system. 46

5. Each Contractor requiring additional power and lighting other than that specified 48 herein (including power for temporary heating equipment to be provided by the 49 General Contractor) shall furnish his own service complete with all fuses, cutouts, 50 wiring and other material and equipment necessary for a complete system 51

01 51 00-3 between the service point and the additional power consumers and shall install 1 his own metering equipment in accordance with the requirements of the servicing 2 power company. 3

6. The temporary general lighting system shall be installed progressively in 5 structures as the various areas are enclosed or as lighting becomes necessary 6 because of partial enclosure. Lighting intensities shall be not less than 10 foot 7 candles. 8

7. The General Contractor shall provide a separate temporary night lighting circuit 10 for construction security. This system shall be energized at the end of each 11 normal working day and de-energized at the start of each normal working day by 12 the General Contractor. The system is to be left energized over Saturdays, 13 Sundays, and all holidays. Lighting intensities shall be not less than 2 foot 14 candles. 15

8. Electrical welders provided by each trade used in the erection and fabrication of 17 the buildings, structures and equipment shall be provided with an independent 18 grounding cable connected directly to the structure on which the weld is being 19 made rather than adjacent conduit piping, etc. 20

Electricians and other tradesmen necessary for the required connections and 22 operation of welding equipment and generator, standby generators and similar 23 equipment shall be furnished by the individual Contractors. All costs for such 24 labor and equipment shall be borne by the individual Contractors. 25

9. Upon completion of the work, but prior to acceptance by the ENGINEER, the 27

General Contractor shall remove all temporary services, security lighting 28 systems, temporary general lighting systems and all temporary electrical work 29 from the premises. 30

G. Temporary Heating 32

1. The General Contractor shall provide temporary heating, ventilation coverings 34 and enclosures necessary to properly protect all work and materials against 35 damage by dampness and cold, to dry out the work and to facilitate work in all 36 structures. 37

2. The equipment, fuel, materials, operating personnel and methods used shall be 39 at all times satisfactory and adequate to maintain critical installation temperatures 40 and ventilation for all work in those areas where the same is required. 41

3. After any structure is enclosed, the minimum temperature to be maintained is 43

50°F, unless otherwise specified, where work is actually being performed. 44

4. Before and during the application of interior finishing, painting, etc., the General 46 Contractor shall provide sufficient heat to maintain a temperature of not less than 47 65°F. 48

5. Any work damaged by dampness or insufficient or abnormal heating shall be 50 replaced by the General Contractor at no additional cost to the ENGINEER. 51

01 51 00-4

H. Temporary Sanitary Service 1

1. Sanitary conveniences, in sufficient numbers, for the use of all persons employed 3 on the work and properly screened from public observation, shall be provided 4 and maintained at suitable locations by the General Contractor, all as prescribed 5 by State Labor Regulations and local ordinances. The contents of same shall be 6 removed and disposed of in a manner consistent with local and state regulations, 7 as the occasion requires. Each Contractor shall rigorously prohibit the 8 committing of nuisances within, on, or about the work. Sanitary facilities shall be 9 removed from the site when no longer required. 10

I. Temporary Water 12

1. The General Contractor shall provide temporary water service for construction 14 purposes, sanitary facilities, fire protection, field offices and for cleaning. The 15 Contractor shall make all arrangements for connections to the potable water at 16 the plant site. 17

The Contractor shall pay all charges associated with the connection and all 19 charges for potable water used under this Contract. 20

2. Each Contractor shall supply potable water for his employees either by portable 22 containers or drinking fountains. 23

3. An adequate number of hose bibbs, hoses, and watertight barrels shall be 25 provided for the distribution of water. 26

4. Water service shall be protected from freezing and the service shall be extended 28 and relocated as necessary to meet temporary water requirements. 29

PART 2 -- PRODUCTS 32

(NOT USED) 34

PART 3 -- EXECUTION 37

(NOT USED) 39

- END OF SECTION - 43

MAINTENANCE OF UTILITY OPERATIONS

DURING CONSTRUCTION

01 54 00-1

SECTION 01 54 00 1

MAINTENANCE OF UTILITY OPERATIONS DURING CONSTRUCTION 3

PART 1 -- GENERAL 6

1.01 THE REQUIREMENT 8

A. The existing plant must be maintained in continuous operation during the entire 10 construction period of the Contract as hereinafter specified. The intent of this Section is to 11 outline the minimum requirements necessary to provide continuous treatment and meeting 12 of all facility permit requirements throughout the construction period. 13

B. Work under the Contract shall be scheduled and conducted by the Contractor so as not 15 to impede any treatment process, reduce the quality of the plant effluent, interfere with 16 the plant’s ability to meet permit requirements, or cause odor or other nuisances to the 17 plant operations and maintenance staff. In performing the work shown and specified, 18 the Contractor shall plan and schedule the work to meet the plant operating 19 requirements in accordance with the constraints and construction requirements as 20 outlined in this Section. No discharge of raw or treated wastewater shall be allowed. 21

The Contractor shall pay all civil penalties, costs, assessments, etc., associated with any 22 discharge of raw or treated wastewater resulting from the Contractor's work. 23

C. The Contractor shall be responsible for coordinating the general construction and the 25 schedules of all subcontractors and for ensuring that permanent or temporary power and 26 controls are available for all existing, proposed, and temporary facilities that are required 27 at any given time. 28

D. The Contractor has the option of providing additional temporary facilities that can eliminate 30 a constraint, provided it is done without additional cost to the ENGINEER and provided that 31 all requirements of these Specifications are fulfilled. Work not specifically covered in the 32 following paragraphs may, in general, be done at any time during the contract period, 33 subject to the operating requirements and constraints and construction requirements 34 outlined hereinafter. All references to days in this Section are in consecutive calendar 35 days. 36

1.02 GENERAL CONSTRAINTS 38

A. The Contractor shall schedule the Work so that the plant is maintained in continuous 40 operation. All treatment processes shall be maintained in continuous operation during 41 the construction period except during approved process interruptions. All short-term 42 system or partial system shutdowns and/or diversions shall be approved by the 43

CONSULTANT with concurrence from ENGINEER’s operations staff. Long-term 44 process shutdowns and diversions shall conform to the requirements hereinafter 45

01 54 00-2 specified and shall be minimized by the Contractor as much as possible. If in the 1 judgment of the ENGINEER a requested shutdown is not required for the Contractor to 2 perform the Work, the Contractor shall utilize approved alternative methods to 3 accomplish the Work. All shutdowns shall be coordinated with the ENGINEER and 4 scheduled at times suitable to the ENGINEER. Shutdowns shall not begin until all 5 required materials are on hand and ready for installation. Each shutdown period, with no 6 temporary services in place, shall commence at a time approved by the ENGINEER, and 7 the Contractor shall proceed with the Work continuously, (24 hours/day, 7 days/week) 8 start to finish, until the Work is completed and normal plant operation is restored. If the 9

Contractor completes all required Work before the specified shutdown period has ended, 10 the ENGINEER may immediately place the existing system back into service once 11 accepted. 12

B. Short-term shutdowns in ability to operate equipment will be allowed for tie-ins to 14 existing piping or for disconnection and/or reconnection of equipment power feeds. All 15 such shutdowns shall be scheduled at times approved by the ENGINEER and shall be 16 for durations as agreed to with the ENGINEER but no more than four (4) hours.