6288_-_Project_Manual_Book_II.pdf

7-8-2024 Project No. 000000000006288

STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

PROJECT MANUAL – Book II of II

INTRODUCTORY INFORMATION

SPECIFICATIONS

FOR:

DSH – ATASCADERO – POTABLE WATER BOOSTER

PUMP SYSTEM

DEPARTMENT OF STATE HOSPITALS

ATASCADERO, SAN LUIS OBISPO COUNTY,

CALIFORNIA

Michael Salyer, Project Director III

Consultant: PSOMAS

PROJECT TITLE PAGE

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DOCUMENT 00 01 01

PROJECT TITLE PAGE

Title : Atascadero-Potable Water Booster Pump System

Client Agency : Department of State Hospitals

Location : DSH-Atascadero 10333 El Camino Real City of Atascadero, San Luis Obispo County California, 93422

Project Number : 000000000006288

Project Director : Michael Salyer State of California Department of General Services Real Estate Services Division Project Management and Development Branch 707 Third Street, 4th Floor, MS 504 West Sacramento, California 95605

(916) 533-1021 Michael.Salyer@dgs.ca.gov

Consultant : PSOMAS Maria Salcedo, PE Telephone Number: (714) 481-8008 Email: maria.salcedo@psomas.com

CERTIFICATIONS PAGE

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DOCUMENT 00 01 05

CERTIFICATIONS PAGE

PROJECT TITLE : Atascadero-Potable Water Booster Pump System

CLIENT AGENCY : DEPARTMENT OF STATE HOSPITALS

LOCATION : DSH-ATASCADERO

10333 EL CAMINO REAL

CITYOF ATASCADERO

SAN LUIS OBISPO COUNTY

CALIFORNIA 93422

PROJECT NUMBER : 000000000006288

OWNER : STATE OF CALIFORNIA

PROJECT DIRECTOR : Michael Salyer Department of General Services Project Management and Development Branch 707 Third Street, 4th Floor, MS 504 West Sacramento, California 95605

(916) 533-1021, Michael.Salyer@dgs.ca.gov

CONSULTANT : PSOMAS

5 Hutton Centre Drive, Suite 300 Santa Ana, CA 92707

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

ELECTRICAL ENGINEER MECHANICAL ENGINEER LANDSCAPE ARCHITECT

TABLE OF CONTENTS

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DOCUMENT 00 01 10

BOOK I

INTRODUCTORY INFORMATION

Pages

Document 00 01 01 Project Title Page ..............................................................................1 only 00 01 05 Certifications Page .............................................................................1 only 00 01 10 Table of Contents ..............................................................................1 through 4 00 01 15 List of Drawings .................................................................................1 through 3

BIDDING REQUIREMENTS

Document 00 11 00 Invitation to Bid ..................................................................................1 through 4 00 21 00 Instructions to Bidders .......................................................................1 through 8 Appendix 00 21 00.1, Request for Bidding Interpretation ...................1 only 00 22 00 Supplementary Instructions to Bidders ..............................................1 only 00 22 10 DVBE Participation Program Requirements ......................................1 through 3 00 41 00 Bid Form (Sample) .............................................................................1 through 13 00 43 13 Bidder’s Bond (Sample) .....................................................................1 only 00 43 16 Certified Small Business Subcontractor(s) Summary (Sample) ..........1 through 2 00 45 46 Payee Data Record............................................................................1 through 2

CONTRACTING REQUIREMENTS

Document 00 52 00 Agreement (Sample) ..........................................................................1 only 00 61 13 Performance Bond (Sample) ..............................................................1 only 00 61 14 Payment Bond (Sample) ....................................................................1 only 00 63 63 Construction Contract Change Order (Sample) ..................................1 only 00 72 00 General Conditions of the Contract for Construction ..........................1 through 31 00 73 00 Supplementary Conditions .................................................................1 through 12

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

Section 01 11 00 Summary ...........................................................................................1 through 5 01 31 00 Project Management and Coordination ..............................................1 through 2 01 32 16 Progress Schedules and Reports ......................................................1 through 6 01 32 33 Construction Photographs..................................................................1 through 2 01 33 00 Submittal Procedures .........................................................................1 through 6 01 33 29.08 Buy Clean California Report…………………………………………….1 through 2 01 35 16 Alteration Project Procedures ............................................................1 through 3 01 35 54 Hospital Project Procedures ...............................................................1 through 3 01 41 00 Quality Requirements ........................................................................1 through 2 01 45 29 Testing Laboratory Services .............................................................1 through 3 01 45 33 Asbestos Abatement Observation ......................................................1 through 4 Appendix 01 45 33.1, Daily Job Sign-in/Sign-out & Visitors Log .........1 only Appendix 01 45 33.2, Observer’s Daily Project Log ...........................1 only Appendix 01 45 33.3, Observer’s Daily Survey Checklist ...................1 through 3 Appendix 01 45 33.4, Air Sampling Data Sheet .................................1 only 01 51 00 Temporary Facilities and Controls ......................................................1 through 3 01 60 00 Product Requirements .......................................................................1 through 2

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01 73 29 Cutting and Patching ..........................................................................1 through 2 01 74 19 Construction Waste Management ......................................................1 through 3 Appendix 01 74 19.1, Construction Waste Estimate...........................1 only Appendix 01 74 19.2, Waste Management Report .............................1 through 2 01 74 20 Recycled Content Certification……………………………………………1 through 2 Appendix 01 74 20.1, Ex. Recycled Content Certification Worksheet 1 through 3 Appendix 01 74 20.2, Example SABRC Procurement Summary…… 1 through 2 01 74 23 Cleaning ............................................................................................1 through 2 01 75 00 Starting and Adjusting ........................................................................1 through 3 01 77 00 Closeout Procedures .........................................................................1 through 5 Std. 817 .............................................................................................1 through 5 Appendix 01 77 00, A-1, Contractors Certification of SB

Participation .......................................................................................1 only Appendix 01 77 00, A-2, Contractor’s Certification of SB Participation, Preliminary & Final Report ............................................1 only

01 79 00 Demonstration and Training ...............................................................1 through 2 01 86 19 Testing, Adjusting and Balancing Procedures ...................................1 through 2 01 91 00 Commissioning ..................................................................................1 through 4

BOOK II

DIVISION 02 – EXISTING CONDITIONS

Section 02 05 00 Basic Civil Engineering Requirements ...............................................1 through 38 02 41 13 Selective Site Demolition ...................................................................1 through 5 02 41 14 Paving Removal and Resurfacing ......................................................1 through 6 02 41 15 Utility Line Removal or Abandonment ................................................1 through 4

DIVISION 03 - CONCRETE

Section 03 01 30 Cleaning and Resurfacing of Cast-in-Place Concrete ........................1 through 3 03 08 50 Leakage Testing of Hydraulic Structures ............................................1 through 2 03 10 00 Concrete Forming ..............................................................................1 through 9 03 15 00 Concrete Accessories ........................................................................1 through 4 03 20 00 Concrete Reinforcing .........................................................................1 through 6 03 20 00 Cast-in-Place Concrete ......................................................................1 through 23 03 60 00 Grouting .............................................................................................1 through 6 03 64 23 Epoxy Injection Grouting ....................................................................1 through 5

DIVISION 05 - METALS

Section 05 12 00 Structural Steel Framing ....................................................................1 through 8 05 50 00 Metal Fabrications .............................................................................1 through 5 05 51 00 Stairs and Ladders .............................................................................1 through 5

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Section 07 72 33 Roof and Floor Hatches .....................................................................1 through 4 07 92 00 Joint Sealants ....................................................................................1 through 5

DIVISION 08 - OPENINGS

Section 08 11 00 Metal Doors and Frames ...................................................................1 through 9 08 51 00 Aluminum Windows ...........................................................................1 through 4 08 70 00 Door Hardware ..................................................................................1 through 13

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08 81 00 Glass Glazing ....................................................................................1 through 5 08 91 00 Fixed Louvers ....................................................................................1 through 4

DIVISION 09 - FINISHES

Section 09 90 00 Painting and Coating ..........................................................................1 through 19 09 96 56 Epoxy Linings and Coatings ...............................................................1 through 11

DIVISION 10 – SPECIALTIES

Section 10 44 16 Fire Extinguishers, Cabinets, and Accessories ..................................1 through 3

DIVISION 13 – SPECIAL CONSTRUCTION

Section 13 48 19 Metal Building Performance Specification ..........................................1 through 9

DIVISION 23 - HEATING, VENTILATING, AND AIRCONDITIONING (HVAC)

Section 23 05 48 Vibration and Seismic Controls for HVAC ............................................1 through 4 23 05 93 Testing, Adjusting and Balancing for HVAC ........................................1 through 5 23 31 00 HVAC Ducts and Casing .....................................................................1 through 8 23 33 00 Air Duct Accessories ..........................................................................1 through 6 23 34 00 HVAC Fans .........................................................................................1 through 7 23 36 00 Air Outlets and Inlets ...........................................................................1 through 4 23 74 13 Packaged Outdoor Central-Station Air Handling Units .........................1 through 10

DIVISION 26 - ELECTRICAL

Section 26 05 01 Electrical General Provisions ...............................................................1 through 8 26 05 03 Electrical Tests ....................................................................................1 through 3 26 05 05 Basic Materials and Methods ..............................................................1 through 3 26 05 10 Conduits and Raceways ......................................................................1 through 5 26 05 19 Conductors ..........................................................................................1 through 10 26 05 26 Grounding ..........................................................................................1 through 4 26 05 71 Short-Circuit, Protective Coordination & Arc-Flash Analysis/Evaluation 1 through 10 26 06 50 Lighting ...............................................................................................1 through 4

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

Section 28 31 46 Smoke Detection Sensors ...................................................................1 through 3 28 31 49 Carbon Monoxide Detection Sensors ..................................................1 through 3

DIVISION 31 - EARTHWORK

Section 31 05 16 Aggregate and Rock Products for Earthwork .......................................1 through 6 31 05 50 Protecting Existing Utilities ..................................................................1 through 10 31 10 00 Site Clearing ........................................................................................1 through 3 31 23 33 Trenching and Backfilling ...................................................................1 through 13 31 37 00 Riprap and Rock Lining .......................................................................1 through 4

DIVISION 32 - EXTERIOR IMPROVEMENTS

Section 32 12 16 Asphalt Paving ...................................................................................1 through 5

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DIVISION 33 - UTILITIES

Section 33 05 16 Precast Concrete Utility Structure ......................................................1 through 3 33 05 26 Utility Identification .............................................................................1 through 3 33 05 31 Piping and Joint Materials ..................................................................1 through 5 33 05 32 Flange Insulating Kits and Treaded Insulation Bushings ....................1 through 4 33 05 33 Couplings, Tie Rods, Flange Connectors, and Unions .......................1 through 7 33 05 34 Grooved and Shouldered (Victaulic-Style) Couplings .........................1 through 4 33 05 36 Bellows-Type Expansion Joints .........................................................1 through 4 33 05 37 Wall Pipes, Seep Rings, and Penetrations .........................................1 through 6 33 05 38 Hangers and Supports ......................................................................1 through 5 33 05 39 Manual Valve Operators ....................................................................1 through 4 33 08 11 Pressure Testing and Flushing of Water Utilities ...............................1 through 5 33 11 11 Ductile Iron Pipe and Fittings .............................................................1 through 12 33 11 15 Stainless Steel Pipe ..........................................................................1 through 9 33 11 31 PVC Pressure Pipe (AWWA C900) ....................................................1 through 10 33 11 33 PVC and CPVC Schedule 80 Plastic Pipe ........................................1 through 8 33 12 12 Resilient-Wedge Gate Valves ............................................................1 through 6 33 12 18 Check Valves ....................................................................................1 through 5 33 12 23 Stainless Steel Valves 3” and Smaller ...............................................1 through 4 33 12 25 Air and Vacuum Valves for Water Service ........................................1 through 5 33 12 34 Magnetic Flow Meters ........................................................................1 through 5 33 12 41 Pilot-Operated Control Valves ...........................................................1 through 7 33 12 51 Vertical Turbine Lineshaft Pumps ......................................................1 through 13 33 12 62 Horizontal Centrifugal Split-Case Pumps ..........................................1 through 11 33 12 73 Flap Gate and Rubber-Sleeve Check Valves .....................................1 through 4 33 13 00 Disinfecting and Water Utility Distribution ..........................................1 through 5 33 20 00 Water Well Design, Drilling, Installation, Development, And Testing ..1 through 17

DIVISION 40 - PROCESS INTEGRATION

40 61 05 Basic Materials and Methods ..............................................................1 through 7 40 61 10 Instrumentation and Control – General Provisions...............................1 through 26 40 70 10 Meters General ..................................................................................1 through 4 40 90 00 Process Instrumentation and Control...................................................1 through 36 40 91 14 Water Quality Instruments ..................................................................1 through 5 40 91 19 Pressure Instruments ..........................................................................1 through 5 40 91 20 Temperature Instruments ...................................................................1 through 4

END OF DOCUMENT

LIST OF DRAWINGS

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DOCUMENT 00 01 15

LIST OF DRAWINGS

Sheet Number DWG Number Description

1 G-1 Title Sheet, Location Map, Sheet Index, Area Map, and Project Address

2 G-2 Abbreviations, Standard Symbols, General Notes, Benchmark and Basis of Bearings

3 G-3 Project Index Map

4 C-1 Well #5 Site and Piping Plan

5 C-2 Treatment and Storage Reservoirs Improvement Plan and Detail

6 C-3 Water Main Replacement Plan

7 C-4 Connection Details

8 C-5 Connection Details

9 C-6 Booster Pump Station Civil Plan

10 C-7 Retaining Wall Plan and Profile

11 C-8 Civil Details

12 S-1 Structural General Notes and Details

13 S-2 Well Pump House 5 Foundation Plan and Structural

Details

14 S-3 Booster Pump Station Foundation Plan and Structural

Details

15 S-4 Booster Pump Station Section and Retaining Wall

Structural Details

16 M-1 Well #5 Mechanical Plan

17 M-2 Well #5 Sections and Details

18 M-3 Booster Pump Station Mechanical Plan

19 M-4 Booster Pump Station Mechanical Sections

20 M-5 Mechanical Details

21 M-6 Mechanical Details

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22 A-1 Well #5 and BPS Door, Hatch, and Window Schedule

23 P-1 Booster Pump Station Building Plumbing Plan

24 P-2 Plumbing Details

25 HV-1 Building Heating, Ventilation and Air Conditioning

(HVAC) Plan

26 HV-2 Building Heating, Ventilation and Air Conditioning

(HVAC) Plan

27 E-1 Electrical General Notes, Abbreviations, Symbols, and

Legends

28 E-2 Single Line Diagram and Load Calculations

29 E-3 Site Plan at Existing Wells and Booster Pump Area

30 E-4 Site Plan at New Booster Pump Station

31 E-5 Power and Instrumentation Plan

32 E-6 Light Plan

33 E-7 New Well Pump �WP-5� Control Diagram

34 E-8 Typical Booster and High Flow Pump Control Diagram

35 E-9 Power, Communication, and PLC IO Wiring Diagram

36 E-10 PLC IO Wiring Diagram

37 E-11 PLC IO Wiring Diagram

38 E-12 Aquavx IO Module and Power Wiring Diagram

39 E-13 MCC-1 Plan and Elevation

40 E-14 MCC-1 Backpanel and Component Schedule

41 I-1 Piping and Instrumentation Diagram

` 42 I-2 Piping and Instrumentation Diagram

43 Z-1 Local Fire Authority Form

44 Z-2 Prefabricated BPS Building

45 Z-3 Prefabricated BPS Building

46 Z-4 Prefabricated BPS Building

47 Z-5 Prefabricated BPS Building

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48 Z-6 Prefabricated BPS Building

49 Z-7 Prefabricated BPS Building

50 Z-8 Prefabricated BPS Building

51 Z-9 Prefabricated BPS Building

52 Z-10 Prefabricated Well Pump House

53 Z-11 Prefabricated Well Pump House

54 Z-12 Prefabricated Well Pump House

55 Z-13 Prefabricated Well Pump House

56 Z-14 Prefabricated Well Pump House

57 Z-15 Prefabricated Well Pump House

58 Z-16 Prefabricated Well Pump House

59 Z-17 Prefabricated Well Pump House

END OF DOCUMENT

BASIC CIVIL ENGINEERING REQUIREMENTS

Atascadero-Potable Water Booster Pump System 02 05 00 – 1 000000000006288

SECTION 02 05 00

BASIC CIVIL ENGINEERING REQUIREMENTS

PART 1 - GENERAL

1.1 Work Included

A. Basic requirements for public works improvements specified in the following divisions.

Division 2 – Existing Conditions Division 3 – Concrete Division 5 – Metals Division 7 – Thermal and Moisture Protection Division 8 – Openings Division 9 – Finishes Division 10 – Specialties Division 13 – Special Construction

Division 23 – Heating, Ventilating, and Air Conditioning Division 26 – Electrical Division 28 – Electronic Safety and Security Division 31 – Earthwork Division 32 – Exterior Improvements Division 33 – Utilities Division 40 – Process Integration

B. Basic requirements for public works improvements specified in reference standards.

1.2 Related Work

A. Section 26 05 01: Electrical General Provisions B. Section 31 05 50: Protecting Existing Utilities

1.3 Reference Standards

A. Where items of Work are not fully specified in this document, refer to the following Reference Standards in order of precedence shown.

1. Federal, State, and local regulations, codes, and permit requirements,

2. These Contract Documents,

3. Owner’s published Design Criteria, Standard Drawings, and Standard Specifications

4. Published Design Criteria and Standard Drawings of public and private agencies having jurisdiction over portions of work within their service area. These include:

a. County Public Works Standards

i. County of San Luis Obispo Standard Plans and Specifications

b. District Standards

i. Atascadero Mutual Water Company (AMWC) Standards

5. Standard Specifications for Public Works Construction “Greenbook,”

Atascadero-Potable Water Booster Pump System

02 05 00 – 2

B. The most recent editions and supplements to these documents adopted as of date of advertisement for bid shall govern Work covered by these Contract Documents except as expressly modified herein.

1.4

System Description

A. Furnish and install complete operating engineered systems including appurtenant structural, mechanical and/or electrical mountings fittings or connections required for compliance with Manufacturer’s installation requirements, for compliance with applicable building codes and standards, and as needed to permit systems to perform all functions required by Contract Documents and described in Manufacturer’s printed literature.

1.5 Quality Assurance

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A. Upon completion of Contract, Work shall be finished, tested and ready for operation.

Work shall fulfill its intended purpose as described in Contract Documents, in submittals, and in Manufacturer's literature.

B. Employ only competent workers on Work. Any person employed found to be incompetent,intemperate, troublesome, disorderly, or otherwise objectionable or who fails to perform Work properly, acceptably and in accordance with Manufacturers’ installation and warranty requirements, shall be immediately removed from Work by Contractor and not reemployed on Work.

1. Welders shall be AWS certified for type of work they are performing.

2. Welders on steel pressure p ip ing shall be AWS certified as boiler and pressure vessel welders per Section IX Part A of AWS B2.1 as required by AWWA C200paragraph 3.3.3.1.

3. Fabricators shall have 5 years minimum experience in appropriate area of specialty and shall be accepted by Owner.

4. Dep uty Inspectors shall comp ly with ASTM E329 and have 5 years minimum experience in appropriate area of sp ecialty and shall be accepted by Owner.

C. Manufacturer’s production facilities shall be op en for insp ection by Owner or Owner’sRepresentative at all times during production of products furnished under this contract.

1. Notify Owner’s Representative in writing of time and place of shop tests at least 14calendar days before they begin. Comp lete manufacturing operations, checks,adjustments and tests before factory inspection.

2. Notify Owner’s Representative promp tly if scheduled test or insp ection must be cancelled or rescheduled. Owner will back-charge Contractor for costs incurred by Owner due to Contractor’s failure to notify Owner’s Representative of scheduling,rescheduling or cancellation of tests and inspections in a prompt and timely manner.

3. Factory-witnessed tests, where required, shall be comp leted no sooner than 14calendar days after written notification is delivered to Owner. Owner will pay travel expenses for Owner’s personnel to and from laboratory performance test location within 50 miles of Work for first test only. Should test results indicate, in opinion of Owner ’s Representative, that tested equipment fails to meet specified requirements, Atascadero-Potable Water Booster Pump System 02 05 00 – 3 000000000006288

Owner’s Representative will notify Contractor of performance test failure. Contractor shall thereupon notify Manufacturer to reschedule testing and notify Owner of time of retest. Manufacturer shall thereupon at no expense to Owner, make modifications and perform tests as required to demonstrate compliance with Specifications.

Additional costs for job specific travel and subsistence shall be reimbursed to Owner by Contractor.

D. Furnish samples required for testing. Cost of material samples to be tested shall be paid by Contractor in all cases. Cost of testing, sampling and laboratory services shall be paid for by Owner or Contractor as shown.

E. Testing by independent testing agencies shall proceed as follows:

1. Testing Agencies shall comply with ASTM E329 and have 5 years minimum experience in appropriate area of specialty and shall be listed on “Roster of Approved Testing Agencies” for State of California, or shall be accepted by Owner.

2. Where required by these specifications, or where tests occur more than 50 miles from Work, Contractor shall hire Owner-accepted independent laboratory to perform testing and certify results. Provide labor, products, tools, instruments, water, and power as directed for sampling for required tests.

3. Samples for testing shall be representative of final work product. Samples treated differently from final work product will not yield valid test results.

4. Tests of products shall follow commonly recognized standards of national technical organizations, and specified sampling and testing methods.

5. Contractor shall pay for quality assurance testing unless otherwise shown.

6. Retest costs or other testing costs invoiced to Owner and specified to be paid by Contractor may be deducted from Contractor’s next progress payment in lieu of Contractor’s direct payment of invoice.

7. Owner may test representative samples of each type and size of product furnished using independent testing agency. Failure of samples to pass tests will be deemed sufficient cause to reject entire lot delivered.

F. Testing by Owner shall proceed as follows:

1. Notify Owner’s Representative in writing at least 14 calendar days before Owner testing of materials is required. Written notice shall include name of supplier along with contact information, address and telephone number for source of material.

G. Piping systems and elements shall comply with ASME Codes, and appropriate ASTM, API or AWWA standards.

H. Products requiring electrical connection shall be listed and classified by Underwriters Laboratories, Inc. as suitable for the purpose shown.

I. Wiring terminations shall match branch circuit conductor quantities, sizes, and materials shown. Enclose terminal lugs in terminal box sized to NFPA 70.

J. Contractor’s quality control shall ensure the following:

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1. Arrange work to be readily accessible and easy to operate and maintain where detail drawings are not included in Contract Documents, supplementary drawings or shop drawings and submittals.

2. Combinations of manufactured equipment shall be fully compatible and work safely and successfully as a unit. Furnish necessary mountings, couplings and appurtenances with each unit.

3. Relocations or adjustment of existing facilities noted in Contract Documents shall be done as needed. If existing items are lost or damaged during construction, replace with new items of equal or better quality.

4. If products are furnished which differ from those shown and which require changes to enclosures, mounting and support structures, power and control circuitry or other work to accommodate furnished product, provide changes required at no additional cost to Owner and of same quality as shown.

1.6 References

A. ANSI/AWS 2.4 Standard Symbols for Welding, Brazing and Nondestructive Examination B. ANSI/NSF 60 Drinking Water Treatment Chemicals – Health Effects C. ANSI/NSF 61 Drinking Water System Components – Health Effects D. ASCE 7 Minimum Design Loads for Buildings and Other Structures Chapter 13 and

Chapter 15 E. ASME Boiler and Pressure Vessel Code, Section VIII, Rules for Construction of Pressure

Vessels, Division 1.

F. AWWA C105 Polyethylene Encasement for Ductile-Iron Pipe Systems G. AWWA C200 Steel Water Pipe 6-inch and Larger H. California Building Code (CBC) I. California Electrical Code (CEC) J. California Energy Code (CEnC) K. California Fire Code (CFC) L. California Green Building Code (CALGreen Code) M. California Mechanical Code (CMC) N. California Plumbing Code (CPC) O. NFPA 70 National Electrical Code (NEC) P. SMACNA Seismic Restraint Manual Guidelines for Mechanical Systems

1.7 Electronic (Digital) Submittals

B. Submit one (1) digital copy of each submittal using one of the following methods chosen by Owner:

1. Email: Send submittal as pdf attachment to Owner and Owner’s Representative.

2. Data tracking System (DTS): Upload digital file to server maintained by Owner’s Representative.

C. Multiple hard copies of submittals will not be accepted in lieu of digital submittal unless otherwise authorized or directed by Owner’s Representative.

D. One digital copy of stamped submittal with cover letter will be returned to Contractor by email or DTS as appropriate.

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E. Contractor shall verify emails sent with large attachments have been successfully received by Owner and Owner’s Representative. Files in excess of 5 MB in size shall not be sent as attachments to emails due to size restrictions associated with users’ email systems.

F. Number submittals using numbering system as directed by Owner’s Representative.

G. Shop Drawing Transmittal Form. Use form included at end of this section unless otherwise directed by Owner. Submit separate form for each submittal and assign a submittal number.

Form shall be first page of each digital submittal. Submittals without completed Contractor's Transmittal Form as first page will be returned without review and stamped

"REJECTED/RESUBMIT AS SPECIFIED."

H. Stock or standard drawings will not be accepted for review unless full identification and supplementary information is shown thereon in ink or typewritten form.

I. Exceptions and departures from Contract Documents shall be clearly noted, along with brief justification for each exception or departure.

1.8 Owner’s Review of Submittals

A. Owner’s review or acceptance of submittals shall only constitute acceptance of the following:

1. Portions of submittal in compliance with Contract Documents.

2. Exceptions or departures expressly noted on Contractor’s submittal as “exceptions” or “departures” and accepted in writing by Owner.

3. Exceptions or departures Owner or their Representative may by chance discover and acknowledge and accept in writing in Owner’s response to said submittal.

B. In the event a submittal’s exception or departure from Contract Documents is neither noted by Contractor on their submittal nor acknowledged and expressly accepted by Owner, Contract shall remain unchanged. Owner’s failure to discover all exceptions and departures in submittals whether intentional or unintentional on Contractor’s part shall in no way relieve Contractor of any Contract responsibilities.

C. Review of submittals will proceed as follows:

1. Submit specified quantity of complete submittals together with Contractor's submittal forms to Owner’s Representative for review. At Owner’s discretion, Owner may review submittals prior to, parallel with, or after Owner’s Representative has reviewed submittals.

2. Submittals will be stamped "ACCEPTED", "ACCEPTED AS NOTED", "REVISE AS

NOTED/RESUBMIT", "REJECTED/RESUBMIT AS SPECIFIED," “NO ACTION

REQUIRED,” or “SUBMITTAL NOT REQUESTED, RETURNED WITHOUT REVIEW.” Three copies with letter of transmittal will be returned to Contractor.

3. If drawing or data is returned stamped "ACCEPTED", "ACCEPTED AS NOTED", “NO ACTION REQUIRED,” or “SUBMITTAL NOT REQUESTED, RETURNED WITHOUT REVIEW.” No further resubmittals will be required for that item.

4. If drawing or data is stamped "REVISE AS NOTED/RESUBMIT," or "REJECTED/RESUBMIT AS SPECIFIED," make necessary corrections and

Atascadero-Potable Water Booster Pump System 02 05 00 – 6 000000000006288 resubmit documents as required in Instruction 1. Contractor's submittal form transmitting revised documents shall show that documents comprise a resubmittal.

Revisions and re-submittals shall be numbered as Revision #1, Revision #2, or as appropriate.

5. If changes other than those noted by Owner are made on submittal before resubmittal, note such changes on resubmittal.

6. Revise and resubmit submittals as required, until confirmation of compliance is obtained.

D. Costs incurred by Owner for original submittal and first re-submittal will be paid by Owner.

Costs incurred by Owner for second and subsequent re-submittals will be deducted from payment due Contractor.

E. Allow not less than 31 calendar days for review and response to submittals. Review may be delayed if contingent on receipt of other submittals. Upon timely written request by Contractor, Owner’s Representative will make reasonable efforts to shorten review periods which may fall on Contractor's critical path.

F. Correct and resubmit rejected submittals within 14 calendar days.

G. Do not order products or begin work described in required submittals until such submittals have been reviewed and returned by Owner stamped "ACCEPTED" or "ACCEPTED AS NOTED". Contractor’s acceptance of delivery of products prior to receipt of Owner’s Representative's satisfactory return of applicable submittals shall be at Contractor's risk.

H. Review of submittals by Owner’s Representative shall extend solely to general type and layout of Work and shall not be construed as relieving Contractor of full responsibility for adequacy and accuracy of submitted designs and details shown in submittals.

1.9 Initial Submittal

A. Submit the following within 72 hours after bid opening.

1. Names and addresses of Manufacturers furnishing products valued greater than either 4 percent of contract value or $40,000, whichever is less. State locations of shops at which manufacture will take place. State whether products are already designed or in production. Include brief description of products proposed, including sizes and catalog numbers.

2. Letter addressed to Owner’s Representative identifying Contractor's superintendent, safety officer, and traffic control coordinator, including emergency telephone numbers and signature authorization, and listing names, addresses and telephones for subcontractors.

3. Proposed Construction Schedule.

1.10 Submittals on Owner's Request - Supplemental Information

A. Detailed construction schedule updates shall be submitted, with monthly pay requests to describe scheduling of elements of construction requiring Owner's or Contractor's coordination with public, or other private parties or public agencies.

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B. Supplemental information will be requested for "accepted equals" and may be requested when there is a question a Manufacturer's product conforms to Contract Documents. Owner reserves right to require submittal of supplemental information as described herein before acceptance of product.

C. Certification of compliance with listed reference standards shall be submitted by Manufacturers on Owner's request. Failure of Owner to request certification of compliance shall not serve as waiver of Contractor's duty to comply with reference standards.

D. Transcripts of results of acceptance tests performed at point of manufacture of products furnished shall be submitted by Manufacturers on Owner's request.

E. Samples shall be submitted on Owner's request.

F. Names and addresses of nearest local service representatives maintaining technical service personnel and complete inventory of spare parts and accessories shall be submitted on Owner's request.

G. List of 3 installations in which products comparable in size, capacity and rating with those required in Contract Documents are now in regular operation shall be submitted on Owner's request. Include listing of size capacity or rating of each installation. Include name and telephone number of at least one reference responsible for operations at each installation whom Owner’s Representative may contact.

1.11 Progress Reports

A. Daily log shall be submitted by Contractor's superintendent on one-page form provided by Owner. These logs shall be detailed with activities that took place during each day. Submit logs daily to Owner’s Representative by end of following workday.

A. Schedule updates shall be submitted with monthly pay requests. If Work falls behind schedule, monthly pay requests shall include revised schedules to demonstrate how Contractor intends to bring work back on schedule.

B. Record drawings, consisting of one set of full size annotated blue-line plans and other drawings forming a part of contract, showing installed locations of improvements and all changes made during construction shall be available to Owner for inspection throughout project. Record all deviations from Contract Documents, including accepted change orders, using additional sketches or ink revisions, immediately after installing each portion of Work.

Show locations of underground piping, conduit, sensor lines, valves, capped ends, branch fittings, pull boxes and Work. Keep one current record copy of Contract Documents, addenda, supplementary drawings, working drawings, change orders and clarifications at site and in good order. Report changes and deviations promptly to Owner’s Representative.

C. Partial payment requests may be withheld if daily logs, schedule updates or record drawings are damaged, lost or not kept current to satisfaction of Owner’s Representative.

1.12 Contractor’s Notice of Pending Delay Claim

A. In event a delay claim is foreseen by Contractor, Contractor shall immediately notify Owner in writing. Following said notice, Contractor shall have no more than 7 calendar days to furnish follow-up information as required by Owner to allow Owner to act judiciously to minimize losses. As a minimum, said information shall consist of a letter identifying and substantiating cost of expected claim per day of delay accompanied by schedule showing any available float and delay’s impact on overall schedule.

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1.13 Shop Drawings and Product Data

A. Shop Drawings shall be defined as job-specific drawings showing details of manufactured or assembled products.

B. Shop Drawings shall be prepared to scale wherever possible and shall include project name on shop drawing.

C. Except where preparation of a submittal is contingent upon acceptance of a prior submittal, Contractor shall make every reasonable effort to combine all submittals relating to same class or portion of Work into one package, regardless of variety of trades or types of equipment required to construct that portion of Work. e.g. all above ground piping, fittings, valves, actuators, pipe stands, couplings, flow meters and appurtenances shall be submitted as one package for review.

1. Packages shall clearly reference specification sections and specified submittal requirements therein, showing where in submitted literature each submittal requirement is satisfied.

2. Packages clearly incomplete will be returned without review.

3. To facilitate approval of critical path items or to facilitate Contractor’s communication with multiple suppliers and subcontractors, packages may contain several submittals from several suppliers so long as all relevant submittals are contained in package.

4. Where expedited review of one submittal item within package is desired to facilitate critical path items, notify Owner’s Representative in writing to request expedited review of said item. Contractor’s request for expedited review of a portion of package of submittals shall be taken as full acceptance of responsibility by Contractor for any subsequent field modifications or substitutions later found necessary to correct any lack of coordination between expedited submittals and other submittals or to correct any lack of coordination between expedited submittals and Contract Documents s not brought to Owner’s attention at time of submittal.

D. Catalog Data shall be defined as Manufacturer’s pre-printed drawings which need not include project name. However, where multiple products or options are shown in same catalog cut, product or option being furnished shall be clearly delineated as specified below.

E. All submittals shall show US units. For submittals prepared in foreign countries where Manufacturer’s literature is printed solely in metric units, Contractor may make hand annotations to convert to US units as long as annotations are legible. Submittals not bearing US units will be returned without review.

F. Submittals bearing text in languages other than English will be returned without review.

G. Shop Drawings for piping or ductwork shall include:

1. Key or index showing locations of spools and fittings.

2. Order of installation. Each spool shall receive a unique mark number. No other spool or fitting, even on separate pipelines or casings included in the contract, shall have the same mark number. The sequential order of the mark numbers shall correspond to a logical order of installation for each pipeline.

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3. Laying lengths, dimensions, clearances and tolerances for all spools and fittings.

4. Clearly legible drawing showing each pipe or duct fitting and/or spool in plan view and in profile.

5. Station and invert elevation of all grade changes and changes in horizontal alignment

6. Slopes of pipe not vertical or horizontal.

7. Horizontal and vertical alignment data for all curves, bends, tees and outlets.

8. Couplings and end types of all pipe, spools, fittings, outlets and adjacent valves or pipeline equipment.

9. Proposed pipeline linings and coatings including thicknesses.

10. How connections will be made between Work under this contract and existing work or work under other contracts.

11. Pipe, duct and valve support sizes and locations including anchor bolt sizes and embedments.

12. Relationship of piping and ductwork to other Work.

H. Shop Drawings for valves, pumps or pipeline equipment shall include:

1. Laying lengths and dimensions, clearances, tolerances and end types.

2. Weight and type of valves, pumps or equipment.

3. Valve and pump port sizes and tolerances.

4. Dimensions and orientation of actuators and pilot systems. Locations of actuator stops.

5. Proposed linings and coatings.

6. Performance characteristics.

7. Parts and materials lists and ratings and details of appurtenances to be furnished, along with references to appropriate ASTM, Federal Specifications and other reference standards and grades.

8. Piping and conduit attachments and sizes.

I. Shop Drawings for structural and architectural items shall include:

1. Lengths, widths, thickness, embedment, dimensions and tolerances of structural members or architectural items.

2. Detailing of openings and wall penetrations including doors, windows, hatches, louvers, vents, ducts, pipes and all floor, slab, wall and door penetrations.

3. Connection details including applicable sizes, diameters, thickness, spacing, embedment and edge distances of bolts, anchors, rivets, nails, screws, spikes, Atascadero-Potable Water Booster Pump System 02 05 00 – 10 000000000006288 connection plates, holdowns, joints, sleepers and other fasteners and fastening systems.

4. Welding details using standard ANSI/AWS 2.4 symbols and showing type, electrode, length, spacing and thickness of welds.

5. Materials listing and properties, including types, strengths and finishes of concrete, masonry, metals, wood, plastics and other construction materials.

J. Shop Drawings for equipment shall include:

1. Dimensions, clearances and floor space requirements.

2. Weight and type of equipment.

3. Location where product will be installed.

4. Anchor bolt sizes and embedments.

5. Finishes and coatings.

6. Performance characteristics.

7. Parts and materials lists and ratings and details of appurtenances to be furnished, along with references to appropriate ASTM, Federal Specifications and other reference standards and grades.

8. Piping and conduit attachments and sizes.

K. In addition to above requirements for Shop Drawings for equipment, Shop Drawings for electrically powered or controlled equipment shall include:

1. Elevations showing arrangements and positions of all panel components including nameplates.

2. Electrical diagrams as needed to show wiring circuit schematics, single line diagrams, voltage wire numbers and identified interlocks and terminals.

3. Logic diagrams for programmable controllers or relays if used.

4. Nameplate data showing nameplate material, height of letters, number of lines, inscriptions and dimensions.

L. Shop Drawings for replacement items shall include field measurements needed to verify fit in existing spaces.

M. Catalog Data shall clearly indicate applicable items when several products are covered on one page. Using black ink, indicate on submitted catalog data, specification section or plan reference being satisfied.

N. Installation Instructions or Application Instructions shall be defined as Manufacturer's printed instructions including warranty requirements, clearances required and proper field procedures to deliver, handle, install and prepare product for use. In absence of Manufacturer's published literature, ASTM, AWWA or trade standards for installation will usually be accepted. If no instructions are submitted for installing or applying item of Work, Atascadero-Potable Water Booster Pump System 02 05 00 – 11 000000000006288

Owner reserves right to stop work on subject item at any time, and to retain experts of Owner’s choosing to prepare appropriate instructions to control Contractor’s work.

Installation Instructions shall include recommended bolt torques for assembly and installation of bolted items.

O. Operation and Maintenance Instructions shall be defined as Manufacturer's printed instructions for correct operation and maintenance procedures for product, along with data which must accompany manual as directed by current regulations of government agency.

Include operating instructions for each piece of equipment. Describe equipment function, operating characteristics, limiting conditions, operating instructions, startup procedures, normal and emergency conditions, regulation and control, and shutdown. Include preventative maintenance instructions. List warranty requirements. Explain and illustrate preventative maintenance tasks. Include lubrication charts, lists of acceptable lubricants, trouble shooting instructions, and lists of required maintenance tools and equipment. List recommended spare parts, their costs, and ordering information for one Manufacturer who can supply these parts. Index instructions for easy reference. Include information for installed equipment only.

P. Manufacturer's Statement of Responsibility shall be copy of form attached, signed by authorized factory representative for Manufacturer whose product is being furnished.

Q. Certificate of compliance shall certify materials or procedures have been sampled, tested and found to comply with applicable reference standards, and shall be accepted by Owner prior to shipping items described therein.

R. Engineering calculations shall be clearly legible, shall follow recognized engineering principles and shall be sufficiently detailed to permit ready check of procedures used. Where published tables or charts are included in calculations, clearly show design or load variables used to make selection, highlighting applicable columns or rows in tables and highlighting intersecting variables on chart axes. Engineering calculations shall demonstrate compliance with current state and local codes, applicable standards, and contract requirements.

Calculations shall be sealed by registered engineer licensed in State of California.

Calculations or drawings bearing seals with expired expiration dates will not be accepted.

S. Foundry or test record transcripts shall fully describe required tests in accordance with specified test standards, shall certify that factory quality control, testing and inspection requirements have been successfully completed and shall be accepted by Owner prior to shipping items described therein.

T. Statements of Qualifications for optional maintenance contracts from Manufacturers or suppliers of products shall fully describe Manufacturer’s qualifications, experience, pricing, and recommended maintenance schedule. Contractor’s submittal of Manufacturer’s qualifications for optional maintenance contracts shall not be construed as placing maintenance service contracts within scope of this contract, except Contractor may be obligated to pay for maintenance contract if:

1. Contract Documents expressly state Contractor shall bear this responsibility and expense under warranty or…