Roof_Replacement,_Ph_1-3,_Vol_1.pdf

29 December 2021 OSFM Resubmittal

ROOF REPLACEMENT, PHASES 1-3

CALIPATRIA STATE PRISON (CAL)

SPECIFICATIONS

VOLUME 1 OF 2

Prepared for:

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

Facility Planning, Construction and Management Division Design and Environmental Services and Standards Branch Design Services P.O. Box 942883 Sacramento, CA 94283 Phone: (916) 255-3373 Fax: (916) 255-3030

Prepared by:

J.C. CHANG & ASSOCIATES, INC.

Engineers Architects Planners 385 Van Ness Avenue, Suite 208 Torrance, California 90501 Phone: (310) 212-7644 www.jccainc.com

JCCA #19530-1

DocuSign Envelope ID: 2BCF394E-D021-4C17-A67D-6FB9ACE2177E

OFFICE OF THE STATE FIRE MARSHAL

APPROVED FIRE AND PANIC ONLY.

JAN 04 2022

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans shall be available on the project site at all times.

PROJECT MANUAL

California Department of Corrections and Rehabilitation

Calipatria State Prison (CAL)

Roof Replacement – Phases 1 Thru 3 CDCR Projects #18-044 (Phase 1), 18-045 (Phase 2), and 18-046 (Phase 3)

December 29, 2021

Project Manual Permit Application Number:

19-S-3242-C-NW

CDCR Building No. Permit Application No.

Phase 1 ( 9 Buildings )

Building 420 19‐S‐3271‐C‐NW

Building 423 19‐S‐3272‐C‐NW

Building 430 19‐S‐3280‐C‐NW

Building 433 19‐S‐3296‐C‐NW

Building 440 19‐S‐3297‐C‐NW

Building 443 19‐S‐3298‐C‐NW

Building 453 19‐S‐3299‐C‐NW

Building 460 19‐S‐3300‐C‐NW

Building 462 19‐S‐3301‐C‐NW

Phase 2 ( 20 Buildings )

Fac. A HU 321 19‐S‐3270‐C‐NW

Fac. A HU 322 19‐S‐3302‐C‐NW

Fac. A HU 323 19‐S‐3303‐C‐NW

Fac. A HU 324 19‐S‐3304‐C‐NW

Fac. A HU 325 19‐S‐3305‐C‐NW

Fac. B HU 331 19‐S‐3306‐C‐NW

Fac. B HU 332 19‐S‐3307‐C‐NW

Fac. B HU 333 19‐S‐3308‐C‐NW

CDCR Building No. Permit Application No.

Phase 2 cont.

Fac. B HU 334 19‐S‐3309‐C‐NW

Fac. B HU 335 19‐S‐3310‐C‐NW

Fac. C HU 341 19‐S‐3311‐C‐NW

Fac. C HU 342 19‐S‐3312‐C‐NW

Fac. C HU 343 19‐S‐3313‐C‐NW

Fac. C HU 344 19‐S‐3314‐C‐NW

Fac. C HU 345 19‐S‐3315‐C‐NW

Fac. C HU 351 19‐S‐3316‐C‐NW

Fac. C HU 352 19‐S‐3317‐C‐NW

Fac. C HU 353 19‐S‐3318‐C‐NW

Fac. C HU 354 19‐S‐3319‐C‐NW

Fac. C HU 355 19‐S‐3320‐C‐NW

Phase 3 ( 5 Buildings )

Building 463 19‐S‐3278‐C‐NW

Building 803 19‐S‐3325‐C‐NW

Building 805 19‐S‐3326‐C‐NW

Building 903 19‐S‐3327‐C‐NW

Building 905 19‐S‐3329‐C‐NW

J.C. Chang & Associates, Inc Calipatria State Prison

JCCA No. 19530-1 Roof Replacement, Phases 1-3

No.18-044, No.18-045, & No.18-046

PROJECT MANUAL TABLE OF CONTENTS

PROJECT MANUAL TABLE OF CONTENTS

1. Project Manual Title Page

2. Project Manual Table of Contents

3. Phasing Site Plan

4. Project Phase Descriptions

5. Project Building Data

6. Certifications Page 00 01 05

7. Specifications Table of Contents 00 01 10

8. Specifications Volume 1 - Div 01 thru 14

9. Specifications Volume 2 - Div 21 thru 28

No.18-044, No.18-045, & No.18-046

PROJECT PHASE DESCIPTION

PROJECT PHASE DESCRIPTION

CDCR Project #18-044 – Phase 1 (9 Buildings)

• Building 420: Central Operations Building

• Buildings 423 & 443: Food Service Satellite Buildings (Facilities A & C)

• Buildings 430 & 440: Central Control Buildings (Facilities A/B & C/D)

• Buildings 433 & 453: Food Service Satellite Buildings (Facilities B & D)

• Building 460: Receiving & Release Buildings

• Building 462: Central Kitchen Building

CDCR Project #18-044 – Phase 2 (20 Buildings)

• Building 321: Ad-Seg Housing Unit – Facility A

• Building 322: Housing Unit – Facility A

• Building 323: Housing Unit – Facility A

• Building 324: Housing Unit – Facility A

• Building 325: Housing Unit – Facility A

• Building 331: Housing Unit – Facility B

• Building 332: Housing Unit – Facility B

• Building 333: Housing Unit – Facility B

• Building 334: Housing Unit – Facility B

• Building 335: Housing Unit – Facility B

• Building 341: Housing Unit – Facility C

• Building 342: Housing Unit – Facility C

• Building 343: Housing Unit – Facility C

• Building 344: Housing Unit – Facility C

• Building 345: Housing Unit – Facility C

• Building 351: Housing Unit – Facility D

• Building 352: Housing Unit – Facility D

• Building 353: Housing Unit – Facility D

• Building 354: Housing Unit – Facility D

• Building 355: Housing Unit – Facility D

CDCR Project #18-044 – Phase 3 (5 Buildings)

• Building 463: Armory/Locksmith

• Building 803: Fire Range Classroom

• Building 805: Visitor/Staff Entry Building

• Building 903: MSF Program Support Building

• Building 905: MSF Visiting Building

00 01 00

SPECIFICATIONS

California Department of Corrections and Rehabilitation

Calipatria State Prison (CAL) Roof Replacement – Phases 1 Thru 3

CDCR Projects #18-044 (Phase 1), #18-045 (Phase 2), and #18-046 (Phase 3)

December 29, 2021

OSFM File Number: 19-S-3242-C-NW

Volume 1 of 2

Divisions 01 thru 14

No.18-044, No.18-045, & No.18-046

CERTIFICATIONS PAGE

CDCR-SDD 20151207 00 01 05 - 1

DOCUMENT 00 01 05

CERTIFICATIONS PAGE

CLIENT AGENCY: CALIFORNIA DEPARTMENT OF CORRECTIONS AND

REHABILITATION

LOCATION: CALIPATRIA STATE PRISON

LEAD CONSULTANT: Firm: J.C. CHANG & ASSOCIATES, INC.

Project Manager: Timothy P. Kelly, PE, LEED AP Email Address: Tkelly@jccainc.com Telephone Number: (310) 212-7644 Fax Number: (310) 212-5272

The Technical Specifications and Working Drawings have been prepared by or under the direct supervision of the following design professionals, licensed in the State of California:

Myoungjin Kang

ARCHITECT

Robert K. Onishi, S.E.

STRUCTURAL ENGINEER

Timothy P. Kelly, PE, LEED AP

MECHANICAL ENGINEER

Sevag Avanessian, PE

LOW-VOLTAGE

ELECTRICAL ENGINEER

Sevag Avanessian, PE

ELECTRICAL ENGINEER

AUTHORITY HAVING

JURISDICTION

Date Signed: 12/29/2021Date Signed: 12/29/2021

Date Signed: 12/29/2021

Date Signed: 12/29/2021

Date Signed: 12/29/2021

No.18-044, No.18-045, & No.18-046

SPECIFICATIONS TABLE OF CONTENTS

CDCR-SDD 20181130 00 01 10- 1

SECTION 00 01 10

SPECIFICATIONS TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 05 Certifications page 00 01 10 Specifications Table of Contents

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 22 00 Unit Prices 01 25 00 Substitution Procedures 01 31 19 Project Meetings 01 32 00 Scheduling 01 33 00 Submittal Procedures 01 33 23 Shop Drawing, Product Data, and Samples 01 33 50 Certificate of Product Compliance 01 35 53 Security Procedures 01 41 00 Regulatory Requirements 01 45 00 Quality Control 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 65 00 Product Delivery Requirements 01 74 19 Construction Waste Management and Disposal 01 78 23 Operation and Maintenance Data 01 79 00 Demonstration and Training

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

02 41 19 Selective Demolition 02 81 00 Transportation and Disposal of Hazardous Materials 02 82 13 Asbestos Abatement

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete

DIVISION 04 - MASONRY

No.18-044, No.18-045, & No.18-046

SPECIFICATIONS TABLE OF CONTENTS

CDCR-SDD 20181130 00 01 10- 2

04 05 13 Masonry Mortaring 04 05 16 Masonry Grouting 04 22 00 Concrete Unit Masonry

DIVISION 05 - METALS

05 05 55 Tamperproof Metal Fastenings 05 50 00 Metal Fabrications 05 52 00 Metal Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 Roof and Deck Insulation 07 54 19 Polyvinyl-Chloride (PVC) Roofing 07 60 00 Flashing and Sheet Metal 07 72 33 Roof Hatches 07 81 00 Applied Fireproofing 07 84 00 Firestopping 07 90 00 Joint Protection

DIVISION 09 - FINISHES

09 90 00 Painting and Coating

FACILITY SERVICES SUBGROUP

DIVISION 22 - PLUMBING

22 05 00 Common Work Results for Plumbing 22 05 10 Basic Piping Installation Requirements 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 48 Vibration and Seismic Controls for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Domestic Water Piping 22 13 16 Sanitary Waste and Vent Piping 22 14 13 Facility Storm Drainage Piping

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 00 Common Work Results for HVAC 23 05 19 Meters and Gauges for HVAC Piping 23 05 23 General-Duty Valves for HVAC Piping 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 48 Vibration and Seismic Controls for HVAC 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation

No.18-044, No.18-045, & No.18-046

SPECIFICATIONS TABLE OF CONTENTS

CDCR-SDD 20181130 00 01 10- 3

23 11 23 Facility Natural-Gas Piping 23 21 13 Hydronic Piping 23 21 25 Hydronic Specialties 23 31 00 HVAC Ducts and Casings

DIVISION 26 - ELECTRICAL

26 05 00 Common Work Results for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables (600V and Below) 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 34 Outlet and Junction Boxes for Electrical Systems 26 05 35 Raceway for Electrical Systems 26 05 48 Vibration and Seismic Controls for Electrical Systems 26 05 53 Identification for Electrical Systems 26 08 13 Acceptance Testing 26 27 26 Wiring Devices

DIVISION 27 - COMMUNICATIONS

27 05 00 Common Work Results for Communications 27 05 26 Grounding and Bonding for Communications 27 05 28 Pathways for Telecommunications Systems

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 28 05 13 Conductors and Cables for Electronic Safety and Security 28 05 26 Grounding and Bonding for Electronic Safety and Security

END OF SECTION

No.18-044, No.18-045, & No.18-046

SUMMARY OF WORK

CDCR-SDD 20151026 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project Description.

B. Related Sections:

1. Refer to requirements of Division 0.

1.2 PROJECT DESCRIPTION

A. Location: Calipatria State Prison (CSP).

B. Project Buildings: 34 Buildings in 3 Phases.

CDCR Project #18-044 – Phase 1 (9 Buildings)

Building 420: Central Operations Building Buildings 423 & 443: Food Service Satellite Buildings (Facilities A & C) Buildings 430 & 440: Central Control Buildings (Facilities A/B & C/D) Buildings 433 & 453: Food Service Satellite Buildings (Facilities B & D) Building 460: Receiving & Release Buildings Building 462: Central Kitchen Building

CDCR Project #18-044 – Phase 2 (20 Buildings)

Building 321: Housing Unit – Facility A Building 322: Ad-Seg Housing Unit – Facility A Building 323: Housing Unit – Facility A Building 324: Housing Unit – Facility A Building 325: Housing Unit – Facility A Building 331: Housing Unit – Facility B Building 332: Housing Unit – Facility B Building 333: Housing Unit – Facility B Building 334: Housing Unit – Facility B Building 335: Housing Unit – Facility B Building 341: Housing Unit – Facility C Building 342: Housing Unit – Facility C Building 343: Housing Unit – Facility C Building 344: Housing Unit – Facility C Building 345: Housing Unit – Facility C Building 351: Housing Unit – Facility D Building 352: Housing Unit – Facility D

No.18-044, No.18-045, & No.18-046

SUMMARY OF WORK

CDCR-SDD 20151026 01 11 00 - 2

Building 353: Housing Unit – Facility D Building 354: Housing Unit – Facility D Building 355: Housing Unit – Facility D

CDCR Project #18-044 – Phase 3 (5 Buildings)

Building 463: Armory/Locksmith Building 803: Fire Range Classroom Building 805: Visitor/Staff Entry Building Building 903: MSF Program Support Building Building 905: MSF Visiting Building

C. Scope of work:

1. Remove existing roofing, flashing, rigid insulation, and miscellaneous items from the project buildings.

2. Survey condition of existing roof structure before the new roofing installation.

3. Provide a Class ‘A’ fully adhered PVC membrane roofing system with a minimum R30 rigid insulation factor and new roof walk pad.

4. Modify existing parapets (if needed), roof drain/scupper and overflow, and equipment curb to adapt the new slope.

5. Provide fall protection including guard railing, edge distance marking, and safety railing.

D. DEFINITIONS

E. OFOI: Owner Furnished, Owner Installed.

F. MFOI: Manufacturer Furnished, Owner Installed.

1.3 SUBMITTALS

A. Submit in accordance with Sections 01 33 00 and 01 33 23.

B. Submit schedule for MFOI products and equipment in accordance with paragraph 1.5.

C. Submit information on proposed laydown area in accordance with paragraph 1.6.F.

D. Submit proposed crane movement plan in accordance with paragraph 1.6.I.

1.4 MANUFACTURER FURNISHED, OWNER INSTALLED (MFOI) PRODUCTS

A. Products Furnished by Manufacturer:

1. Each MFOI product is indicated in the relevant Specification Section.

2. Unless otherwise indicated, MFOI products will be furnished at Site.

B. Owner’s and Manufacturer’s Responsibilities:

1. Manufacturer to arrange for and deliver Owner/Architect reviewed shop drawings, product data, and samples, to Architect.

2. Owner to receive designated products.

3. On Owner’s receipt of products from manufacturer, inspect products jointly with manufacturer.

4. Arrange for required Manufacturer’s service.

No.18-044, No.18-045, & No.18-046

SUMMARY OF WORK

CDCR-SDD 20151026 01 11 00 - 3

5. Receive, handle, and store MFOI items when required by CDCR representative, any time subsequent to been given Notice to Proceed.

6. Owner to receive products at site from Manufacturer.

7. Manufacturer to unload products delivered to site by Manufacturer. Prior to and during unloading, Owner to inspect products furnished to site for completeness and damage jointly with CDCR Representative and Manufacturer.

8. Prior to unloading, inspect products furnished by Manufacturer for completeness and damage jointly with CDCR Representative.

9. Owner to handle, store and install products.

C. Spare Parts and Extra Stock Materials:

1. Manufacturer to deliver to CDCR Representative, items designated as spare or extra stock, and place in storage at on-site location as directed.

1.5 USE OF PREMISES

A. Access to the site is available from CDCR Representative to the manufacturer. If deemed warranted by CDCR correctional staff, suspicious vehicles may be stopped and/or searched for security reasons.

B. Manufacturer to confine operations within the limits of designated construction areas unless otherwise approved.

C. Manufacturer must protect roads used to access work during the period of construction and is financially responsible for any damage and repairs to the roads beyond their current condition.

D. Limit vehicular access to the construction site to company vehicles of Manufacturer.

Manufacturer’s vehicles must be plainly marked on both sides of the exterior with Manufacturer’s name and/or company symbol.

E. Manufacturer is to confine material storage, shop areas, equipment yards, and employee parking within designated areas unless otherwise directed by CDCR Representative.

F. Laydown Area(s):

1. Manufacturer to request from CDCR Representative the assignment of a laydown area(s) within the area assigned by institution.

a. Only the area actually required by the Manufacturer will be assigned for the

Manufacturer’s use.

b. Enclose laydown area(s) within a temporary fence in conformance with Section 01

50 00 and as approved by the CDCR Representative.

c. Laydown area(s) may be located inside or outside of the secure perimeter as approved by CDCR Representative.

d. Locate Manufacturer’s site offices within Manufacturer’s laydown area outside the secure perimeter.

2. The area assigned to the Manufacturer may be improved by the Manufacturer for their use.

a. Electric power is available as indicated at the Owners expense.

b. Telephone service is available as indicated at the Owners expense.

c. Submit plan for area development for approval. Do not begin development prior to approval.

No.18-044, No.18-045, & No.18-046

SUMMARY OF WORK

CDCR-SDD 20151026 01 11 00 - 4

d. Manufacturer shall not contaminate the soil during occupancy of the area.

e. Upon termination of construction, Manufacturer will return area to its original condition.

f. After removal of laydown area(s) within the Secure Perimeter, Owner will conduct metal sweep. Manufacturer to obtain CDCR Representative’s acceptance of vacated area.

G. Heavy Vehicular Equipment:

1. Where transportation across the site of equipment over 10,000 pounds gross weight is necessary for Manufacturer’s operations, submit plan of proposed route for approval by CDCR Representative.

2. Do not move equipment without approved plan.

3. Manufacturer is responsible for the cost and repair of all damage created by the movement of heavy vehicles and equipment.

H. Crane Movement:

1. Plan:

a. Manufacturer to submit within 60 days of date of Notice to Proceed.

b. Manufacturer to indicate (if required) proposed areas and elevations of cut and fill for crane access.

c. Manufacturer to review and coordinate crane access plans based on actual site conditions and site underground utility plans.

d. Manufacturer to indicate and provide steel “drive” plates or other measures to protect underground utility lines and appurtenances from damage.

e. Manufacturer is responsible for the cost and repair of all damage created by the movement of its crane and equipment.

f. CDCR Representative will review plan.

g. Manufacturer to revise plan as required by CDCR Representative and resubmit.

h. Approved plan will be retained by CDCR Representative and returned to

Manufacturer.

2. Movement:

a. Crane movement is not allowed prior to approval of crane movement plan without written permission of CDCR Representative.

b. Crane movement must be in accordance with approved plan.

3. Earthwork:

a. Manufacturer to perform cut and fill operations required to accommodate crane movement.

b. Manufacturer to provide temporary culverts and grading to allow proper drainage or prevent ponding of storm water.

c. Manufacturer to immediately upon completion of crane movement for any facility, restore grading to original elevations, using materials, methods, quality control, and tolerances originally specified for affected areas.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

No.18-044, No.18-045, & No.18-046

UNIT PRICES

CDCR-SDD 20141021 01 22 00 - 1

SECTION 01 22 00

UNIT PRICES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Measurement and payment criteria applicable to portions of the work performed under a unit price payment method.

B. Related Sections

1. Refer to requirements of Division 0.

2. Section 01 11 00 - Summary of Work

3. Section 01 74 19 - Construction Waste Management and Disposal.

4. Section 02 81 00 - Transportation and Disposal of Hazardous Materials.

1.2 DEFINITIONS

A. Fixed Costs: Necessary labor, materials, and equipment costs directly expended on the item or items under consideration, which remain constant regardless of the quantity of Work done.

1.3 UNIT QUANTITIES

A. Quantities indicated are for bidding and Contract purposes only.

B. If the actual Work requires more or less quantities than those quantities indicated, provide the required quantities.

1.4 INCREASED QUANTITIES, UNIT PRICE ITEMS

A. Work in excess of 100 percent, but less than or equal to 125 percent of the estimated quantity will be paid for at the unit price indicated.

B. Work in excess of 125 percent of the estimated quantity not covered by an executed change order will be paid for by adjusting the unit price.

1. The adjustment of the unit price will be the difference between the unit price and the actual unit cost. The actual unit cost will be determined in accordance with General Conditions.

2. Fixed costs will be deemed to be recovered by payments made for 125 percent of the estimated quantity, and will not be included in determining the adjustment.

1.5 DECREASED QUANTITIES, UNIT PRICE ITEMS

A. Work in the quantity of 75 percent or more, but less than 100 percent of the estimated quantity will be paid for at the unit price indicated.

No.18-044, No.18-045, & No.18-046

UNIT PRICES

CDCR-SDD 20141021 01 22 00 - 2

B. Work greater than zero but less than 75 percent of the estimated quantity not covered by an executed change order will be paid for by adjusting the unit price, upon Contractor’s written request.

1. The adjustment of the unit price will be the difference between the unit price and the actual unit cost, including fixed costs.

2. The actual unit costs will be determined in accordance with General Conditions, inclusive, plus a markup of 22 percent and 15 percent on the actual costs for labor and materials, respectively.

3. In no case will payment exceed that which would have been made for 75 percent of the estimated quantity at the Contract unit price.

1.6 MEASUREMENT OF QUANTITIES

A. Measurement devices must be acceptable to the CDCR Representative.

B. Take all measurements and compute quantities. The CDCR Representative will verify the measurements and quantities.

1.7 PAYMENT

A. Payment Includes

1. Full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals.

2. Erection, application or installation of an item of the Work when specifically indicated.

3. Indirect costs, overhead, and profit.

4. Payment for Work governed by unit prices will be determined by the actual measurements accepted by the CDCR Representative, multiplied by the unit price, or adjusted unit price as applicable, for that item of Work.

PART 2 PRODUCTS - NOT USED

No.18-044, No.18-045, & No.18-046

SUBSTITUTION PROCEDURES

CDCR-SDD 20150422 01 25 00 - 1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Definitions.

2. Substitution Submittal Procedures.

3. Substitution Construction Procedures.

4. Notice of Request for Substitution.

B. Related Sections:

1. General Conditions

2. Section 01 11 00 – Summary of Work.

3. Section 01 33 00 – Submittal Procedures.

4. Section 01 33 23 – Shop Drawing, Product Data, Samples.

5. Section 01 65 00 – Product Delivery Requirements.

C. SUBSTITUTION SUBMITTALS: Submit in writing, on form provided as 01 25 00 - Attachment A, Notice of Request for Substitution. Notice of Request for Substitution must include complete data substantiating compliance of proposed substitution with Contract.

D. Notice requesting substitution, along with supporting documentation, must be submitted no later than 35 days from the date of Notice to Proceed.

E. Substitution requires written concurrence by CDCR Representative prior to use in the Project.

F. A Substitution request constitutes a representation that the Contractor:

1. Has investigated proposed substitution and determined that it meets or exceeds the quality level required to achieve operating efficiency and effectiveness of the specified material, product, thing, or service, and is otherwise equal or superior in all respects, including aesthetics, to that specified or otherwise indicated in Contract Documents.

2. Will provide the same warranty for the substitution as for the specified material, product, thing, or service.

3. Will coordinate installation and make changes to other Work which may be required for the Work to be compatible with substrates and adjacent materials, and complete in all respects with no additional cost to the State.

4. Waives claims for additional costs or time extension which may subsequently become apparent.

G. Substitution requests must include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by CDCR or for work under separate contracts by CDCR.

No.18-044, No.18-045, & No.18-046

SUBSTITUTION PROCEDURES

CDCR-SDD 20150422 01 25 00 - 2

H. Substitution Submittal Procedure:

1. Limit each request to one proposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed equivalence.

3. CDCR Representative will notify Contractor, in writing, of decision to approve or reject request.

I. If Notice of Request for Substitution is approved, submit required submittals under provisions of Sections 01 33 00 and 01 33 23.

J. If Notice of Request for Substitution is rejected or not approved, use item specified or otherwise indicated in Contract Documents. Submit required submittals under provisions of Sections 01 33 00 and 01 33 23.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 INSTALLATION PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitution at no additional cost to the State.

No.18-044, No.18-045, & No.18-046

CDCR-SDD 20150422 01 25 00 Attachment A – Page 1

SECTION 01 25 00 - ATTACHMENT A

NOTICE OF REQUEST FOR SUBSTITUTION

Substitution Request No.:

In accordance with the Conditions of the Contract and the provisions of Section 01 25 00, we hereby submit for consideration, this Notice of Request for Substitution for the following material, product, thing, or service:

Section Paragraph Specified Item

Proposed Substitution:

The following supporting information is attached:

[ ] Product Data including model numbers and descriptions.

[ ] Certified test results attesting to equivalence.

[ ] Product/material samples.

[ ] Other:

Reason for proposed substitution:

[ ] Specified or indicated item is unavailable.

[ ] Significant cost reduction. Actual dollar savings to the State if substitution is accepted: $ [ ] Significant quality difference without cost change.

[ ] Other:

Submitted and Certified By:

CONTRACTOR:

Signature Date

Name (Print) Title

Firm Name

Address Phone

City, State, Zip FAX

Received:

Date CDCR Representative

[ ] Recommended:

[ ] Rejected: Date Architect of Record

[ ] Approved:

[ ] Rejected: Date CDCR Project Director

No.18-044, No.18-045, & No.18-046

CDCR-SDD 20150422 01 25 00 Attachment A – Page 2

END OF SECTION 01 25 00 - ATTACHMENT A

No.18-044, No.18-045, & No.18-046

PROJECT MEETINGS

CDCR-SDD 20170509 01 31 19 - 1

SECTION 01 31 19

PROJECT MEETINGS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Preconstruction conference.

2. Weekly Contractor meetings.

3. Weekly coordination meetings.

4. Preinstallation conferences.

5. Weekly quality control meetings.

1.2 PRECONSTRUCTION CONFERENCE

A. Location:

1. A preconstruction conference will be held at the Work Site.

2. Location, time, and date will be set by CDCR Representative.

B. Contractor and major subcontractors must attend the conference.

C. The meeting will be chaired, and minutes taken, by CDCR Representative.

D. The subjects to be reviewed include, but are not limited to:

1. Introduction.

2. Construction Coordination.

3. Correspondence.

4. Submittals.

5. Permits.

6. Dust Control.

7. Schedule.

8. Survey Control.

9. Contractor’s Representative.

10. Testing and Inspection.

11. Contractor Reporting Requirements.

12. Changes and Clarifications.

13. Clean-up.

14. As-Built Documents.

15. Prevailing Wage Requirements.

16. Environmental Protection, Plan and Procedures.

17. Temporary Facilities Construction.

18. Notice of Labor Disputes.

19. Progress Payments.

20. Site Regulations.

21. Security.

22. Operation and Maintenance Data.

23. Training Requirements.

No.18-044, No.18-045, & No.18-046

PROJECT MEETINGS

CDCR-SDD 20170509 01 31 19 - 2

24. General Discussion.

1.3 WEEKLY CONTRACTOR MEETINGS

A. Once a week during the Contract period, Contractor must meet at the Work Site with the CDCR Representative.

B. Time and location of the meeting will be determined during the Preconstruction Conference.

C. The CDCR Representative will serve as chairman and take minutes of meetings.

D. Topics for discussion will include schedule, requests for information, disputed items, Potential Change Order (PCO) and Change Order (CO) status, Quality control, submittals, exception notices, and other topics as required.

1.4 WEEKLY COORDINATION MEETINGS

A. Once a week during the Contract period, the Contractor along with the contractors for other Bid Packages must meet at the Work Site with the CDCR Representative.

B. Time and location of the meetings will be determined by the CDCR Representative.

C. The CDCR Representative will serve as chairman and take minutes of meetings.

D. Topics for discussion will include upcoming closures, coordination of construction activities, and other topics of interest to all parties.

1.5 PREINSTALLATION CONFERENCES

A. Convene a preinstallation conference for items of Work contained in each Division of the Specifications, each trade within the Division, and each subcontractor within the Division.

1. Convene a preinstallation conference prior to commencing the Work of the Section, trade, or subcontractor.

2. Require attendance of each subcontractor and each trade directly affecting or affected by the Work within the Division.

3. Convene additional conferences when required by individual Section.

4. Prepare an agenda, preside over the conference, and record minutes, and distribute copies within two days after the conference to participants, with two copies to the CDCR Representative.

5. Review conditions of installation, coordination, preparation, approved submittals, Contract Documents, and means and methods planned to be used to perform the Work.

B. Within 45 days after Notice to Proceed, submit a proposed list of preinstallation conferences, and items of Work to be covered, for approval by the CDCR Representative.

1.6 WEEKLY QUALITY CONTROL MEETINGS

A. Once a week during the Contract period, Contractor must meet at the Work Site with the CDCR Representative and the Inspector of Record.

B. Time and location of the meeting will be determined during the Preconstruction Conference.

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C. The CDCR Representative will serve as the chairman and take minutes of meetings.

D. Topics for discussion will include at least the following:

1. Testing and inspection requests, status and results.

2. Memos of concern.

3. Deficiency notices.

4. Exception notices.

5. Verified reports.

6. Testing, Inspection, and Observation Program (TIOP) requirements and status.

7. The following week’s schedule.

8. Anticipated testing and inspection needs.

9. Punch list(s).

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J.C. Chang & Associates Calipatria State Prison JCCA No. 19530-1 Roof Replacement, Phase 1-3

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SECTION 01 32 00

SCHEDULING

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

a. Submittals.

b. Quality Assurance.

c. General Scheduling Requirements.

d. Baseline Contract Schedule Requirements.

e. Contract Schedule of Values Requirements.

f. Schedule Technical Requirements.

g. Schedule Updates.

h. Schedule Revisions.

i. Schedule of Values Updates.

j. Schedule of Value Revisions.

k. Time Impact Analysis.

l. Weekly Work Plans.

m. As-Built Schedule.

B. Related Sections:

1. Section 01 33 00 – Submittal Procedures.

2. Section 01 35 53 – Security Procedures.

1.2 SUBMITTALS

1. Preliminary Contract Schedule.

2. Preliminary Schedule, Schedule of Values.

3. Baseline Contract Schedule.

4. Baseline Contract Schedule, Schedule of Values.

5. Resource Allocation Flow Charts.

6. Schedule Updates.

7. Schedule of Values Updates.

8. As-built Schedule.

9. Schedule Revisions.

10. Schedule of Value Revisions.

11. Resume of Project Scheduler.

12. Other Schedules as may be required.

1.3 QUALITY ASSURANCE

A. Pre-scheduling Conference:

1. Convene a Pre-Schedule Meeting with the CDCR Representative to review methods and procedures for developing and updating the Contract Schedule, including, but not limited to, the following:

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a. Provide Contractor’s Project Scheduler qualifications demonstrating experience to perform all scheduling requirements.

b. Review Milestone dates established in the Contract Documents.

c. Discuss constraints, access issues, Work restrictions, and security procedures.

d. Discuss sequencing, phasing, Work stages, area separations, interim milestones, and

CDCR’s requirements for activation activities and Use Prior to Acceptance, if any.

e. Review timeline of mobilization activities on the Project Site, including notices, permits and time to acquire, set up and occupy the field office(s).

f. Review Schedule general and technical requirements.

g. Review Schedule for Work of CDCR’s separate contracts and interface points with other contracts, if any.

h. Review processes and procedures for updating of Schedule and progress evaluation.

i. Review delivery durations and dates for CDCR-furnished products.

j. Review procedures and durations for commissioning, start-up and close-out.

k. Review procedures for assessing Schedule impacts, Schedule delays, and time extensions.

l. Review procedures for development, acceptance, updating and revising Schedule of

Values (SOV).

m. Data exchange and communications.

2. The Prescheduling conference must be attended by the Project Scheduler and all the Contractor’s key Project personnel and Subcontractors.

1.4 GENERAL SCHEDULING REQUIREMENTS

A. The term “Schedule(s)” refers to the Contract Schedule and any variations, revisions, or updates thereof.

1. Baseline Contract Schedule: the Accepted Contract Schedule submission, without updates.

2. Contract Schedule: the Accepted Contract Schedule.

B. Contactor must develop and maintain a Contract Schedule for performing the work of the Contract. The Schedule will be used for planning and reporting progress during execution of the Work; form the basis of the Contractor’s monthly progress payments; and for evaluating time extensions.

1. Contractor must submit a proposed Contract Schedule within 45 days of the NTP to the

CDCR Representative. The CDCR Representative will review the proposed Contract Schedule within 14 days and provide written comments and/or provide written Acceptance of the proposed Contract Schedule. The Contractor must address and revise the Schedule within 7 days.

2. Upon the Contractor’s resubmittal of the proposed Contract Schedule, the Contractor and CDCR Representative must meet to review the schedule revisions and all responses to the written comments of the CDCR Representative. The goal of the meeting is for CDCR to have all of its comments addressed and be able to accept the proposed Contract Schedule as the Baseline Project Schedule for the project, subject to any additional revisions agreed to in the meeting.

C. Failure by the Contractor to include any element of Work required for performance of the Work or failure to properly sequence the Work will not excuse the Contractor from completing all Work within the Contract Time, regardless of CDCR's Acceptance of the Contract Schedule.

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D. Preliminary Contract Schedule Requirements:

1. Develop Preliminary Contract Schedule reflecting the days from NTP to the first 90 calendar days of mobilization and construction.

2. Develop the schedule utilizing the Precedence Diagramming Model organized by a Work

Breakdown Structure that coincides with the SOV.

3. Include activities that reflect the scope of work to occur in the first 90 calendar days of mobilization and construction.

4. Submit the Preliminary Schedule to the CDCR Representative within 14 calendar days of the NTP.

5. The CDCR Representative will review the Preliminary Schedule and return with comments and / or approval within 7 calendar days of submission.

E. Baseline Contract Schedule Requirements:

1. Develop schedule utilizing the Precedence Diagramming Method organized by a Work

Breakdown Structure (WBS).

2. The Contractor must use the latest version of Primavera P6 or comparable CPM software for scheduling the work. Submittal must be in native electronic file for Contract Schedule.

3. Include activities to reflect the entire scope of work, including but not limited to;

submittals, procurement, construction phasing, and key milestones.

4. Activity data and description must provide adequate information to identify work and location.

5. After baseline acceptance, Activity description and planned duration must not change.

6. When schedule calculations are performed, the “Retained Logic” setting must be used.

7. Contract Start Milestones must be constrained by the “Start on or Before” or “Start no

Earlier than” constraints.

8. Contract Completion Milestones must be constrained by the “Finish on or Before” constraints.

9. Constraints of activities or milestones other than contractual milestones, may only be used with the agreement with the CDCR Representative.

10. Mandatory “Start On” or Mandatory “Finish On” constraints are not permitted.

11. Indicate for each activity, whether activity’s duration is in work days or calendar days.

12. An activity is defined as critical when the float is equal to zero and/or it is the longest path in the schedule.

13. Include activities for the review of key submittals by CDCR Representative; CSFM (if applicable) and other applicable regulatory agencies.

14. Include activities for Owner-Furnished Contractor-Installed equipment (if applicable).

15. Include all close-out activities such as, but not limited to the following:

a. Preparation and submittal of operations and maintenance manuals and as-built documents.

b. Demonstration and training.

c. Punch List Development / Contractor’s Correction of Punch List. Activity duration for the development and correction of the punch list must be no less than fourteen

(14) days and twenty-one (21) days, respectively.

d. Final cleanup.

e. CDCR pre-final and final inspections.

f. Contractor’s Certification of Milestone Completion.

16. Include interim progress milestones, identified by the project team in the pre-scheduling conference, that are on the critical path of the Contract Schedule.

F. Schedule of Values (SOV) Requirements:

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1. Preliminary Contract Schedule SOV.

a. Provide a Preliminary SOV and Preliminary Cash Flow within fourteen calendar days of the Notice to Proceed.

b. The Preliminary SOV and Preliminary Cash Flow will be reviewed within 7 calendar days of submission.

c. The Accepted Preliminary SOV becomes the Accepted SOV for monthly progress payments for the first 90 days of the Project.

2. Baseline Contract Schedule SOV.

a. Provide the Baseline Contract Schedule SOV and Baseline Resource Allocation Flow Charts within seven calendar days of the Acceptance of the Baseline Contract Schedule.

b. The Baseline Contract SOV and Baseline Resource Allocation Flow Charts will be reviewed and returned to the Contractor with comment and / or approval within 7 calendar days of submission.

c. Monthly progress payments will not be made until the Contract Schedule and Baseline Contract SOV are Accepted by the CDCR Representative.

d. The Accepted Baseline Schedule SOV becomes the Accepted SOV for monthly progress payments on the Project.

3. SOV must correlate to the Work Breakdown Structure (WBS) in the Accepted Contract Baseline Schedule. The WBS Item level must represent:

a. The subcontractor and / or self-performed work packages.

b. Payment of job site expenses.

c. Payment of home office overhead.

d. Insurance and Bonding.

e. Mobilization.

4. Each WBS Item in the SOV must contain:

a. Baseline Budget Value.

b. Baseline Total Manpower in Man-Days (MD).

c. Baseline dates for start and finish of the WBS package

5. The elements of a Baseline Resource Allocation Flow Chart are:

a. Monthly output of project costs over the duration of the Project.

b. Monthly output of project resources (labor and material) over the duration of the

Project.

6. The WBS must be accepted by the CDCR Representative.

7. The sum of the WBS Items of the Contract SOVs must total to equal the Agreement

Amount.

8. Contractor must provide substantiation of costs for activities pertaining to administrative and engineering activities, such as submittals and shop drawings. Payment of these administrative and engineering activities will not occur until approval of submittals and shop drawings.

G. Schedule Technical Requirements:

1. All activities must be tied into the Schedule by logical restraints. The Schedule must only contain two (2) open-ended activities: NTP with no predecessor relationship, and the latest completion Milestone with no successor relationship.

2. The Schedule must not include any Start-to-Finish relationships.

3. The Schedule must not include finish-to-start relationships with positive lag. Lags in

Start-to-Start or Finish-to-Finish relationships must not exceed the duration of the predecessor or successor activity, respectively.

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4. Except for Milestones, the use of constraints that override Schedule calculated early or late dates will not be allowed.

H. Schedule Updates:

1. Contractor must submit monthly progress updates to the Contract Schedule to the CDCR

Representative for review. The Accepted Schedule update submission is to be included with the SOV submission. Submittals must include a written report of key schedule activities and a native electronic file for Contract Schedule. The CDCR Representative will provide comments and directions as required.

2. Schedule updates may be submitted to the CDCR Representative for approval that include limited changes to:

a. Durations of activities.

b. Logic changes.

c. Sequence of activities:

1) These changes are to reflect the day-to-day operations of field activity, decision making, and response to owner directives. These changes are to be used to give accuracy to projections on Contract Milestones.

3. An activity that is completed but that includes a deficient Work is to be indicated as “finished” on the Schedule update, unless otherwise directed by the CDCR Representative.

4. Contract Completion Milestone dates will not be changed by submission of a Schedule Update, unless specifically authorized by a Change Order.

5. Schedule Coordination Sessions:

a. Every 90 days from NTP, the Contractor and CDCR Representative will meet to have a scheduling coordination session with all responsible individuals per trade for all activities leading up to the next significant scope of work. This session is to maintain schedule alignment with the trades, examine time impacts (if any), and validate the remaining work. If exposure is realized during this alignment, a Time Impact Analysis Charrette will be scheduled and / or schedule revision commitment date will be made. The schedule must be revised within the commitment date or after a PCO for time that has been approved following the Charrette.

I. Schedule Revisions:

1. Updating the Contract Schedule to reflect actual progress will not be considered revisions to the Contract Schedule.

2. If the CDCR Representative believes further Schedule detailing is required for the management of the project, upon the CDCR’s request, the Contractor must propose a Revised Contract Schedule within an agreed upon time period.

3. Contractor may request to revise the Contract Schedule.

J. Schedule of Value (SOV) Updates:

1. SOVs must be updated monthly for progress payments and must reflect the progress of the Contract schedule.

2. A monthly status date will be agreed to by the Contractor and the CDCR Representative to process the payment estimates.

3. The date that the updated SOV is accepted by the CDCR Representative will commence the payment processing time.

4. Payments will be administered in accordance with the General Conditions.

5. Payment for Mobilization is governed by Public Contract Code 10264. Insurance and bonds may be reimbursed separately based on paid invoices.

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6. All executed Proposed Change Orders (PCOs) must be added to the SOV update at an appropriate level of detail, including responsible Subcontractor, contract value and manpower with executed Proposed Change Order and contract schedule duration.

K. Schedule of Values (SOV) Revisions:

1. Contractor must submit SOV revisions for review and Acceptance by the CDCR

Representative in a separate submittal from the SOV monthly updates. Submittal must include a brief narrative explaining revisions. SOV revisions can be submitted concurrent with, or in advance of, the Monthly Submittal.

2. The CDCR Representative may ask for an update in the SOV and Cash Flow to reflect the current project status, PCOs and Change Orders executed since the original Notice to Proceed of the project.

L. Time Impact Analysis (TIA):

1. The Contractor must quantify and provide an estimate of the impact to the Contract Time using the Contract Schedule and Project Documents.

2. Contractor must provide a brief narrative explaining the cause and effect of the impact, supporting documents and schedule calculation.

3. The CDCR Representative will review the Contractor’s request and provide a response.

The project team may choose to meet as a collaborative unit (TIA Charrette) to respond, negotiate and/or resolve a TIA that has been identified and documented.

4. Time extensions will be administered in accordance with General Conditions.

5. The delay demonstrated by the impacted Schedule must not exceed actual delay when the analysis is performed after the fact. The TIA must incorporate all actual dates and durations known as of the time of its submittal.

6. Where the Contractor is requesting compensation for a delay, the TIA must demonstrate lack of concurrency with all other Contractor-caused delays within that time period. A delay will be considered a concurrent delay when it is determined to be an actual independent delay of which the effect on the Contract Milestone overlaps with that of the Compensable Delay in question. A Concurrent Delay may impact any path of activities, resulting in negative Total Float, and not necessarily the schedule’s longest critical path.

7. To establish entitlement to compensation, all activity paths and their respective float must be examined. The Contractor must demonstrate that but-for the CDCR-caused delay, the Contractor could have finished the Work in accordance with the Accepted Contract Time.

M. Weather:

1. Normal inclement weather conditions, also referred to as anticipated weather days, will be considered and included in the planning and scheduling of all Work influenced by high or low ambient temperatures, wind, and / or precipitation to ensure completion of all Work within the Contract Time.

2. “Rain Day” will only be a day where rain precipitation is greater than 0.10” within a 24-hour period as measured at the weather. No time extensions will be allowed due to precipitation unless Rain Days occurring during a month exceed the average number of Rain Days provided in the Supplementary Conditions.

3. Work must be planned to minimize the impact of rain and include the grading of the Work area, installation of dewatering pumps and provision of covers.

4. Keep drainage and dewatering systems operable 24 hours per Day and 7 Days each week throughout construction.

N. Weekly Work Plan:

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1. The Contractor must submit, on a weekly basis, a Weekly Work Plan (WWP). The plan must list the activities in progress or completed during the previous week and the activities scheduled for the succeeding two (2) weeks.

2. The WWP must be generated from the Contract Schedule timeframes and Milestones. It is to include further details to provide a day-to-day plan of upcoming work by the Contractor and each Subcontractor. This Weekly Work Plan may be maintained in the Contract Schedule software or in a software of the Contractor’s choosing, with the approval of the CDCR Representative.

O. As-Built Schedule:

1. As a condition precedent to the release of retention and making final payment, submit an

"As-Built Schedule," as the last Schedule update showing all activities at 100 percent completion and indicating Actual Start and Finish Dates. This Schedule must reflect the sequence in which the Project was actually constructed.

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes

1. Submittal Log.

2. Submittal Procedures.

3. Submittal Contents.

4. Submittal Quantities and Format.

5. Manufacturer’s Instructions.

B. Related Sections and Documents

1. Section 01 31 19 - Project Meetings.

2. Section 01 32 00 - Scheduling.

3. Section 01 33 23 - Shop Drawings, Product Data, and Samples.

4. Section 01 33 50 - Certificate of Product Compliance.

5. Section 01 41 00 - Regulatory Requirements.

6. Section 01 78 23 - Operation and Maintenance Data.

7. Section 01 79 00 - Demonstration and Training.

1.2 SUBMITTAL LOG

A. Within 45 days after Notice to Proceed, Contractor must furnish to CDCR Representative, an electronic version and four printed copies of the Submittal Log. The CDCR Representative will review and approve the Submittal Log or return it with comments for correction or revision.

B. Submittal Log must include all submittals required by the Contract Documents and include the following information for each of the Contractor’s submittal packages:

1. Specification Section number and title.

2. Submittal Title / description of the Work covered.

3. Name of responsible entity (CONTRACTOR, CDCR, Subcontractor…etc).

4. Submittal category (action or informational).

5. Provide written signatures of subcontractors indicating their review and approval of

Submittal Log dates and information for their submittals.

6. Identify deferred submittals which must be reviewed by state departments other than

CDCR and/or local regulatory agencies.

7. Identify critical and near critical submittals as defined in Section 01 32 00, Scheduling.

8. If Submittal is included in Contract Schedule per Section 01 32 00, the following additional information must also be included in Submittal Log:

a. Corresponding Contract Schedule Activity ID/number.

b. Contractor’s scheduled date for…