Project Manual

ELEVATOR PITS WATERPROOFING

AT 461 N BEDFORD AND 333 N

CRESCENT PARKING STRUCTURES

Beverly Hills, Ca. 90210

August 13, 2026

TOWER REHABILITATION & SEISMIC UPGRADE

TABLE OF CONTENTS 00 01 10 - 1

ELEVATOR PITS WATERPROOFING AT 461 N

BEDFORD AND 333 N CRESCENT PARKING

STRUCTURES

SECTION 00 01 10

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY

01 11 22 GENERAL REQUIREMENTS FOR THE PROJECT

01 26 13 REQUESTS FOR INFORMATION (RFI)

01 29 10 SCHEDULE OF VALUES

01 30 30 ADMINISTRATIVE REQUIREMENTS

01 31 19 PROJECT MEETINGS

01 33 00 SUBMITTALS

01 40 00 QUALITY REQUIREMENTS

01 50 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

01 50 10 TEMPORARY SITE SIGNAGE

01 60 00 PRODUCT REQUIREMENTS

01 70 01 EXECUTION

01 70 02 CLOSEOUT REQUIREMENTS

01 71 02 GOOD HOUSEKEEPING PRACTICES (GHP)

ELEVATOR PITS WATERPROOFING AT 461 N

BEDFORD AND 333 N CRESCENT PARKING

STRUCTURES

TOWER REHABILITATION & SEISMIC UPGRADE

SUMMARY 01 10 00 - 1

SECTION 01 10 00

SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Name: City of Beverly Hills

ELEVATOR PITS WATERPROOFING AT 461 N BEDFORD AND 333 N CRESCENT

PARKING STRUCTURES

B. Project Address: 461 N Bedford Drive and 333 N Crescent Drive Beverly Hills, Ca 90210

C. Owner: City of Beverly Hills

1.2 Not Used

1.3 PROJECT SUMMARY

A. Project includes Polyurethane Grout Injection Waterproofing at 461 N Bedford and 333 N Crescent Parking structures

STRUCTURES

SUMMARY 01 10 00 - 2

1.5 CONTRACTOR’S USE OF THE PREMISES

A. The work includes providing supervision, labor, materials, and equipment for such construction.

B. Premises will be observed, inspected, and checked as it progresses, but failure to detect any defective work or materials in real time shall in no way nullify the Owner’s right to subsequent discovery of defects nor prevent later rejection of defective work or materials that are found or discovered, nor will failure to detect it obligate the Owner to accept such defective work.

C. Owner will occupy adjacent premises during construction: Perform construction during working hours of 8 am to 6 pm. All noise, odorous, dust generated activities shall be performed off hours as determined by the Owner.

SUMMARY 01 10 00 - 3

D. Driveways, Walkways and Entrances: Keep driveways, parking spaces, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

E. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period.

Repair damage caused by construction operations.

F. Provide temporary partitions/visqueen during grinding and other dust generated activities.

G. Provide not less than 72 hours' notice to Owner of activities that will affect

Owner's operations. Do not proceed or schedule activities without Owner’s permission.

SUMMARY 01 10 00 - 4

1.4 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by

Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than 48 hours in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than 48 hours in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

D. Restricted Substances: Use of tobacco products and other controlled substances within the existing building and on Project site is not permitted.

E. Employee Screening: Comply with Owner's requirements for substance abuse and criminal background screening of Contractor personnel working on Project site.

1. Submit and maintain lists of approved screened personnel with Owner's representative.

1.5 SPECIFICATION FORMAT AND CONVENTIONS

A. Format:

SUMMARY 01 10 00 - 5

1. Specifications are organized into Divisions and Sections using the 49-division format and the Construction Specifications Institute’s (CSI) “MasterFormat” numbering system.

2. Sections in Division One Govern the execution of the Work of subsequent specification sections.

B. Titling and arrangements: The order of articles, paragraphs, subparagraphs, and sub- subparagraphs in the Specifications text is defined by a sequence of indentations.

1. Article, paragraph and subparagraph titles, and other identifications of subject matter in the Specifications, are intended as aid in locating and recognizing various requirements in the beginning words of a sentence.

2. Where the title establishes the subject, the titles are subordinate to and do not define, limit, or otherwise restrict the Specification text.

3. Specification text shall govern over titling and shall be understood to be and interpreted as a whole.

C. Interpretation:

1. The captions and headings of the various subdivisions of the Contract

Documents are intended only as a matter of reference and convenience and in no way define, limit, or prescribe the scope or intent of the Contract Documents or any subdivision thereof.

2. Underlining, bolding or capitalizing of words in the text does not signify or mean that such words convey special or unusual meaning.

D. Content: Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

1. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred, as the sense requires.

2. Use of the singular number shall be deemed to include the plural and vice versa, whenever the context requires.

3. The neuter gender shall include the feminine and masculine, the masculine gender shall include the feminine and neuter, the singular number shall include the plural, and the plural shall include the singular, whenever the context requires.

SUMMARY 01 10 00 - 6

E. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

END OF SECTION

GENERAL REQUIREMENTS FOR RENOVATIONS 01 11 22 - 1

SECTION 01 11 22

GENERAL REQUIREMENTS FOR THE PROJECT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. General requirements for project procedures pertaining to the waterproofing, or modification of existing construction, as indicated on the drawings and specified

1.2 SUBMITTALS

A. Submit proposed Work schedules itemizing dates and hours that the various items of Work in existing facilities will be started and completed. The Owner reserves the right to modify the proposed schedules, to eliminate conflicts and to ensure the use of facilities during the Work.

B. Follow schedule exactly as finally approved by the Owner. No extra payment will be made to Contractor for portions of the Work required to be performed during night, Saturday, Sunday, or holiday hours. Revise and resubmit schedules when timing or sequence changes occur or are ordered by the Owner.

1.3 JOB CONDITIONS

A. General: Arrange the Work to impose minimum hardship on operation and use of the facilities. Install protection for existing facilities, contents, and new work against dust, dirt, weather, damage, and vandalism, and maintain and relocate as the Work progresses.

B. Existing Conditions: Intent of Drawings is to indicate existing site and facility conditions with information developed from original construction documents, field surveys, and the Owner's records, and to generally indicate quantity and type of demolition and removals required to prepare existing areas for new work.

C. Verification of Conditions: Perform a detailed survey of existing building conditions pertaining of the Work before starting the Waterproofing Work. Report to the Owner discrepancies or conflicts between Drawings and actual conditions in writing for clarification and instructions and do not perform Work where such discrepancies or conflicts occur prior to receipt of the Owner's instructions.

GENERAL REQUIREMENTS FOR RENOVATIONS 01 11 22 - 2

D. Special Noise Restrictions: Use care to prevent generation of unnecessary noise and keep noise levels to minimum possible. When ordered by the Owner, immediately discontinue such methods that produce noise disruptive or harmful to facility functions and occupants, and employ unobjectionable methods. Equip air compressors, tractors, cranes, hoists, vehicles, and other internal combustion engine equipment with "residential" grade mufflers, and muffle the unloading cycle of compressors. Remove from site any equipment producing objectionable noise as determined by the Owner.

E. Overloading: Do not overload any part of structures beyond safe carrying capacity by placing of materials, equipment, tools, machinery, or any other item thereon.

F. Building Security: Secure building entrances and exits with locking or other approved method in accordance with the Owner's instructions.

G. Safeguarding the Owner's Property: Contractor assumes custody, and responsibility for safeguarding Owner's property. Owner's property shall remain contractor's responsibility until work is complete and reoccupied by Owner.

1.4 REMOVAL, ALTERATIONS AND REPAIRS

A. Basic Requirement: Renovate and refinish like new the existing construction and improvements that are cut into, damaged, relocated, reinstalled, or left unfinished by removals. Workmanship and materials shall conform to the best practices of the construction industry. Provide new fasteners, connectors, adhesives, and other accessory materials as required to fully complete the renovations and restorations. Where restorations and refinishing are defective or are otherwise not acceptable to the Owner, remove all the defective or rejected materials and provide new acceptable materials and finish at no extra cost to the Owner.

B. Extent: Perform renovations to extent required plus such additional removals as are necessary for completion even though not indicated or specified. More or less of the existing construction may be removed if such variation will expedite the Work and reduce the cost to the Owner, subject to prior approval in each case by the Owner.

GENERAL REQUIREMENTS FOR RENOVATIONS 01 11 22 - 3

C. Removals: Carefully remove Work so as to preserve that remaining in-place.

1. Walls, Partitions, and Ceilings: Remove by cutting down and not by tumbling, throwing, or dropping.

2. Concrete: Saw with powered concrete saw, or chip where sawing is not feasible, to prevent spalling of concrete to remain. Cut off reinforcing bars, except where bonded into new concrete or masonry, and paint ends with bituminous paint before enclosing.

3. Woodwork: Cut or remove to a joint or panel line. Undamaged removed material may be reused.

4. Sheet Metal: Remove back to joint, lap, or connection. Secure loose or unfastened ends or edges and make watertight.

5. Glass: Remove broken or damaged glass and clean rebates and stops of setting materials.

6. Plaster: Cut back to sound plaster on straight lines, and back-bevel edges of remaining plaster. Trim existing lath and prepare for new lath.

7. Gypsum Wallboard: Cut back on straight lines to undamaged surfaces, with at least two opposite cut edges centered on supports.

8. Acoustical Ceilings: Remove hanger wires where ceilings are not reinstalled.

9. Ceramic Tile: Cut back to sound tile and backing on joint lines if portions are to remain.

10. Finish Flooring: Completely remove finish flooring and clean backing of old cement or adhesive. Carefully remove wood flooring for patching and repairing of existing wood flooring to remain.

D. Patching, Repairing and Finishing:

1. Concrete: Keep the cut edges damp for 24 hours and scrub with a neat portland cement mortar just before new concrete is placed; epoxy adhesive may be used in lieu of cement mortar. Finish new concrete to match existing. Provide 3,000 psi concrete for repairs. At cut concrete edges to remain exposed, apply adhesive and restore with minimum 3/4" thick cement mortar finished to match adjoining surfaces.

2. Metal Items: Grind cut edges to remain exposed smooth and rounded.

3. Woodwork: Trim back to joint lines or splices, retrim cut surfaces, and patch new matching or undamaged remove materials.

GENERAL REQUIREMENTS FOR RENOVATIONS 01 11 22 - 4

4. Sheet Metal: Restore removed or damaged sheet metal items as required or directed.

5. Glass: Install new matching glass and calk all existing exterior windows.

6. Lath and Plaster:

a. Lath: Lath surfaces to be patched with matching lath as required, secured to supports at 6" centers. Lap new lath 6" over existing and wire-tie new and existing lath edges together at 6" intervals. Restore paper backings as required, shingled into existing.

b. Plaster: Apply a bonding agent on cut edges of existing plaster. Apply 3-coat plaster patching of type, thickness, finish, color, and texture to match existing plaster.

7. Gypsum Wallboard: Refasten cut edges of existing wallboard. Apply patches with at least two opposite edges centered on supports and secure at 6" centers. Tape and finish joints and fastener heads. Make patching nonapparent when painted.

8. Acoustical Ceilings: Conform to requirements specified herein as necessary to match the existing conditions.

9. Resilient Flooring: Completely remove damaged flooring and clean off all old cement as specified. Install new flooring of color, pattern, and type as specified.

10. Painted Surfaces: Prepare patched areas and refinish as specified in Section 09900: Painting.

1.5 PREPARATION OF EXISTING WORK

A. Holes: Core drill holes through existing concrete or masonry for new conduit or piping, and do not jack-hammer concrete or masonry.

B. Disposal: Conform to General Conditions. Dispose of removed material off the Owner's property except existing items to be salvaged or reinstalled. Promptly remove waste and debris and do not allow to accumulate within facilities or on site.

REQUESTS FOR INFORMATION (RFI) 01 26 13 - 1

SECTION 01 26 13

REQUESTS FOR INFORMATION (RFI)

1.1 SUMMARY

A. This Section describes procedures for requesting information other than that which is shown in the Contract Documents, and discusses conditions under which such requests will be considered.

B. All RFI shall include a clear description of the issue including photos or drawings as appropriate as well as recommended solutions detailed such that the Owner and Architect may elect to simply accept (or deny) the recommendation as submitted.

C. Definitions:

1. The word "Contractor," as used in this Section, means the individual or entity who has entered into a Contract with the Owner for performance of the Work outlined in the Contract Documents.

2. The word "Work," as used in this Section, means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, material, equipment, and services provided by the Contractor in order to fulfill the Contractor's obligations.

1.2 REQUESTS FOR INFORMATION

A. Assumption of prior knowledge:

1. The Instructions to Contractors for this Work stipulate that, prior to submitting a bid, contractors become thoroughly familiar with the proposed Contract Documents, and that they request and secure clarification on all matters on which there may be any question as to design intent.

2. Reasons for this stipulation include the Owner's desire:

a. That the Contractor have complete and adequate knowledge of the proposed Work in order to propose a fair and proper price;

b. To avoid unnecessary expenditure of time and effort providing information during the course of the Work;

REQUESTS FOR INFORMATION (RFI) 01 26 13 - 2

c. To discourage frivolous requests for information, while encouraging thorough familiarity with the Drawings, Specifications, and other Contract Documents.

B. Necessity for procedures:

1. Despite the intentions of the above stipulation, it is understood by the Owner and the Architect that inadvertent omissions or conflicts can occur in the Contract Documents, and that further clarifications of data may be required during progress of the Work. Therefore procedures for requesting such information are hereby established.

C. Procedures:

1. Prior to requesting information, the Contractor shall conduct a thorough search of the Contract Documents in order to clearly establish that the desired information is not included in the Documents.

2. The Contractor shall then fill out a "Request for Information," on a form previously approved by the Architect, and deliver it to the Architect and a copy to the Owner.

3. The Architect will then conduct the necessary research to satisfy the Contractor's request.

4. The RFI shall include clear description of the issue, including photos or drawings as appropriate as well as recommended solutions detailed such that the Owner or Architect may elect to simply accept the recommendation as submitted.

5. The Architect will respond to the Contractor's request within a reasonable period of time, a maximum of five working days.

a. Should the requested information not have been previously available, it will promptly be supplied to the Contractor.

b. Should the requested information have already been shown in the

Contract Documents, the Owner will deduct the sum of Two Hundred Dollars ($200.00) from the Contract Sum as reimbursement for time and effort expended in redundant research. This deduction will be issued by the Architect in the form of a deductive Change Order.

D. RFI Urgency: Indicate the urgency, or necessity of the RFI, or how construction activities depend upon a response or answer. State the urgency in terms of work days, or name the calendar date when an answer must be received by the Contractor in order to avoid the completion or start of a given activity. If practicable, indicate whether failure to receive a timely response to any RFI will affect the completion of any construction activity or the overall completion of the contract.

REQUESTS FOR INFORMATION (RFI) 01 26 13 - 3

E. RFI Form: The contractor is allowed flexibility as to the form and content of the RFI form. However all RFI forms shall be neat, legible, and present the following information:

1. Name, address, telephone numbers, Email address, title of the person, and occupation; e.g., subcontractor or supplier.

Name Telephone

Title Email

Address City

Line No.

REQUEST FOR INFORMATION (RFI)

1 RFI No. 01

2 RFI Date

3 Subject Matter

4 Spec Section

5 Drawing No.

6 Respond by

7 Urgent (yes or no)

8 Information or action requested

9 Subcontracter

10 Cost (large or small)

11 Time extension (yes or no)

12 Attachment

13 Date sent to Consultant

14 Consultant forwarded to

15 Consultant reply date

16 Respond to RFI

17 Response date

18 Name of Responder

19 Return of attachment

20 Further action required

21 Status (closed or open)

22 Remarks

Note: The Contractor may submit communicably available RFI forms or develop his own form.

SCHEDULE OF VALUES 01 29 10 - 1

SECTION 01 29 10

SCHEDULE OF VALUES

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 GENERAL

A. The contractor shall submit to the Owner and Architect, for approval, a schedule of values allocated to the various portions of the Work, prepared in accordance with the General Conditions and as hereinafter specified. The final level of detail shall be as required by the Owner and Architect.

B. The schedule of values shall be broken down by subcontract. Sub-subcontractors at the second tier shall be represented separately. No more than one subcontractor or sub-subcontractor shall be represented in any individual line item in the schedule of values.

C. The schedule of values shall also be broken down by the separate specification sections.

No more than one section of the specifications may be represented in any individual line item of the schedule of values. All specification sections shall be listed. Different materials and systems within each specification section shall be separately itemized.

D. Where the work within a given specification section is allocated to more than one subcontractor, the portion of each specification section shall be itemized among the individual subcontractors, with an accurate description of the work allocated to each subcontractor.

E. Where materials are furnished or supplied by one entity, and installed by another, the values of each shall be separated.

F. Work directly performed by the Contractor shall be itemized in the same way as for subcontractors. Work directly performed shall not include superintendence, Project Management; these and all other home or field office work shall be classified as overhead and profit.

1.3 ITEMIZATION OF BONDS AND INSURANCE COSTS

A. Amounts for Bonds and Insurance directly provided by the Contractor shall be itemized separately in the schedule of values, including the following:

1. Performance Bond.

2. Material and Labor Bond.

SCHEDULE OF VALUES 01 29 10 - 2

3. Builder’s Risk Insurance.

4. General Liability Insurance.

B. These values shall be substantiated by documentation, including certificates of insurance, bonds, invoices, and receipts and other documents, as required by the Owner and Architect, from the entities providing the insurance or bond(s) to the Contractor.

C. Amounts for Subcontractor Bonds, where provided, shall be itemized separately, and shall be substantiated by copies of the actual bond executed by the subcontractor. Amounts for subcontractor insurance shall not be separately itemized, these shall be pre-rated over that subcontractor’s remaining work items.

1.4 MOBILIZATION AND START UP COSTS

A. Mobilization: Values for mobilization items, i.e. establishment of telephone and temporary utility service, construction fencing and gates, delivery and setup of construction trailers, purchase or leasing of office equipment, and other start-up costs subject to approval, Owner shall be itemized separately.

1. The value of delivery and setup of construction trailers above shall be limited to the initial fair monthly rental value of the trailers, plus the reasonable and customary setup and delivery charges, notwithstanding that the Contractor may have purchased the trailers for his long term use.

2. Where equipment is required to be purchased by the Contractor for use by the Owner and Architect (i.e. computer and office equipment that will be owned by the Owner and Architect), the Owner and Architect will pay for the value of these items in the payment request following the delivery of the equipment, which is usually the first month’s payment request.

B. All other costs associated with mobilization or start up, including bidding expenses incurred, if any, shall be pro-rated among the individual schedule items.

1.5 ALLOCATION OF OVERHEAD AND PROFIT

A. All of the remaining amount of the Contract Sum shall be deemed overhead and profit, including but not limited to amounts for supervision, project management, office expense, monthly changes for utility and telephone service, and anticipated profit.

These amounts shall be prorated among the individual scheduled values.

1.6 SAMPLE SCHEDULE OF VALUES

A. The sample below shows how the Work related to a hypothetical miscellaneous metals (055000) specification may be represented. The actual codes will be at the discretion of the Contractor.

SCHEDULE OF VALUES 01 29 10 - 3

Specification Code

Portion of the Work Trade Code

Work Directly Performed By

Scheduled Value

Gen. Contr.

OH + P

Scheduled Value

055000.01 Light Gauge Misc.

Metal

092000 Drywall Enterprises

$23,000 $3,500 $2,500

055000.02 Misc. Structural

Steel

051200 Outland Steel

$45,000 $6,000 $51,000

055000.03 Misc. Structural

Steel Installation

006000 General Contractor

$15,000 $2,300 $17,300

B. Itemization in schedule of Values:

1 Above the Line-Direct Costs go above the line and include temporary fencing, scaffolding, trash, waste management, monthly bills, other expenses, and specific labor like security, protection, hauling, etc.

2. Below the Trade Line Costs Include:

a. Supervision: (on-site supervision and management – superintendent and project engineers.

b. General Conditions and Overhead: (administrative costs, off-site and general office costs, off-site project management.)

c. Insurance and Bonds.

d. Fee/Profit.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 1

SECTION 01 30 30

ADMINISTRATIVE REQUIREMENTS

2.1 RELATED DOCUMENTS

A. Drawings, General and Supplementary Conditions of the Contract, and other Division-1 Specification Sections apply to this Section.

1.2 SECTION INCLUDES

A. Coordination of Work of Contract.

B. Contractor participation in preconstruction conferences.

C. Scheduling and administration of progress meetings.

D. Preinstallation conferences.

E. Submittals

1. Submittal procedures.

2. Construction progress schedules.

3. Proposed products list.

4. Shop drawings.

5. Product data.

6. Samples.

7. Manufacturers' instructions.

8. Manufacturers' certificates.

F. Procedures for preparation and submittal of construction Progress Schedules and periodical updating.

G. Shop Drawings, Product Data, and Samples

1. Procedures for submittals.

2. Schedule of submittals.

1.3 COORDINATION

A. Description

1. Coordinate scheduling, submittals, and work of the various sections of Specifications to assure efficient and orderly sequence of installation of

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 2

construction elements, with provisions for accommodating the items to be installed later.

B. Meetings

1. In addition to progress meetings specified in herein, hold coordination meetings and preinstallation conferences with personnel and subcontractors to assure coordination of Work.

C. Coordination of Submittals

1. Schedule and coordinate submittals specified herein.

2. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

3. Coordinate requests for substitutions to assure compatibility of space, of operating elements, and effect on work of other sections.

D. Coordination of Space

1. Not Used

2. Not Used

E. Parking

1. Each Subcontractor will coordinate off street parking for the construction of the project.

2. The use of the on-site parking structure is solely at the discretion of the general contractor. Each subcontractor is to coordinate availability with the general contractor.

3. The City may provide a limited number of parking spaces to the general contractor free of charge.

F. Coordination of Contract Closeout

1. Assemble and coordinate close out submittals.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 3

1.4 PRECONSTRUCTION CONFERENCES

A. Contractor will schedule Pre construction conference within 7 days after notice of award.

B. Attendance: Owner, Owner’s rep, General Contractor, and representatives of major subcontractors.

C. Agenda

1. Submittal of executed bonds (environmental, utility, or right-of-way improvements).

2. Submittal of insurance certificates.

3. Distribution of Contract Documents.

4. Submittal of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of responsible personnel.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments (insured advances), proposal requests, change orders, and Contract closeout procedures.

7. Scheduling.

8. Use of premises by Contractor.

9. Temporary facilities.

10. Survey and building layout.

11. Security and housekeeping procedures.

12. Schedules.

13. Procedures for testing.

14. Procedures for maintaining record documents.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 4

15. Inspection and acceptance of work during construction period.

1.5 PROGRESS MEETINGS

A. Progress Meetings

1. Attend regular construction progress meetings throughout progress of Work.

2. Make physical arrangements.

3. Location of Meetings: TBD

4. Attendance: Contractor, job superintendent, subcontractors, and suppliers as appropriate to agenda, Owner, Architect and professional consultants as appropriate.

5. Anticipated Agenda:

a. Review of Work progress.

b. Field observations, problems, and decisions.

c. Identification of problems which impede planned progress.

d. Review of submittals schedule and status of submittals.

e. Review of off-site fabrication and delivery schedules.

f. Maintenance of progress schedule.

g. Corrective measures to regain projected schedules.

h. Planned progress during succeeding work period.

i. Coordination of projected progress.

j. Maintenance of quality and work standards.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 5

k. Effect of proposed changes on progress schedule and coordination.

l. Other business relating to Work.

B. Safety Meetings

1. Each subcontractor is to conduct a weekly safety meeting with his employees and provide the Contractor with minutes of these meetings.

C. Preinstallation Conferences

1. When required in individual specification Section, convene a preinstallation conference at work site prior to commencing work of the Section.

2. Require attendance of entities directly affecting, or affected by, work of the Section.

3. Notify Owner 4 days in advance of meeting date.

4. Prepare agenda, preside at conference, record minutes, and distribute copies within 2 days after conference to participant.

5. Review conditions of installation, preparation and installation procedures, and coordination with related work.

1.6 PROGRESS SCHEDULES

A. Format

1. Prepare network analysis system using the critical path method, as outlined in The Associated General Contractors of America (AGC) publication "The Use of CPM in Construction - A Manual for General Contractors".

2. Sequence of Listings: The chronological order of the start of each item of Work.

3. Scale and Spacing: To provide space for notations and revisions.

4. Sheet Size: Minimum 11 by 17 inches.

B. Content

1. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

2. Identify each item by major Specification section number.

3. Provide sub-schedules to define critical portions of entire Schedule.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 6

4. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

5. Provide separate schedule of submittal dates for shop drawings, product data, and samples, including dates reviewed submittals will be required from Architect. Show decision dates for selection of finishes.

C. Revisions to Schedules

1. Indicate progress of each activity to date of submittal, and projected completion date of each activity.

2. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes.

3. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect.

4. Update regularly.

D. Submittals

1. Submit initial Schedules within 7 days from Notice to Proceed. After review, resubmit required revised data within 2 days.

2. Submit revised Progress Schedules with each Application for Payment..

3. Submit under transmittal letter specified herein.

E. Distribution

1. Distribute copies of reviewed Schedules to job site file, subcontractors, suppliers, and other concerned entities.

2. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in Schedules.

1.7 SUBMITTALS

A. Procedures

1. Transmit each submittal with owner accepted form.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 7

2. Sequentially number the transmittal forms. Re-submittals to have original number with an alphabetic suffix.

3. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number, as appropriate.

4. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents.

5. Schedule submittals to expedite the Project, and deliver to Architect at business address. Coordinate submission of related items.

6. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

7. Revise and resubmit submittals as required, identify changes made since previous submittal.

8. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions.

9. All submittals, including shop drawings, product data samples, manufacturer data, etc., shall be submitted as part of close out submittal.

10. All submittals shall be comprehensively packaged such that the entire pertinent scope of work is captured. For example, a door hardware submittal shall contain all of the appropriate doors rather than dividing the door hardware into multiple submittals each containing a fraction of the total applicable doors.

11. All items and information within all submittals that vary from the contract documents shall be highlighted.

12. The Contractor shall provide a submittal registry identifying all of the submittals that are to be submitted including a schedule showing when each will be submitted.

B. Construction Progress Schedules

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 8

1. Submit initial progress schedule in duplicate within 7 days after date established in Notice to Proceed for Architect review.

2. Revise and resubmit as required.

3. Submit revised schedules with each Application for Payment, identifying changes since previous version.

4. Submit network analysis diagram using the critical path method, generally as outlined in Associated General Contractors of America (AGC) publication "The Use of CPM in Construction - A Manual for General Contractors and the Construction Industry".

5. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration.

6. Indicate estimated percentage of completion for each item of Work at each submission.

7. Indicate submittal dates required for shop drawings, product data, samples,and product delivery dates.

C. Shop Drawings

1. Submit in the form of one reproducible transparency and one opaque reproduction.

2. After review, reproduce and distribute in accordance with Article on Procedures above and for Record Documents described in Section 01 70 00 - Execution Requirements.

D. Product Data

1. Submit the number of copies which the Contractor requires.

2. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project.

3. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents.

E. Samples

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 9

1. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

2. Submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect’s selection.

3. Include identification on each sample, with full Project information.

4. Submit the number or samples specified in individual specification Sections; one of which will be retained by Architect.

5. Reviewed samples which may be used in the Work are indicated in individual specification Sections.

F. Manufacturer's Instructions

1. When specified in individual specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data.

2. Identify conflicts between manufacturers' instructions and Contract Documents.

G. Manufacturer's Certificates

1. When specified in individual specification Sections, submit manufacturers' certificate to Architect/Engineer for review, in quantities specified for Product Data.

2. Indicate material or product conforms to or exceeds specified requirements.

Submit supporting reference date, affidavits, and certifications as appropriate.

3. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect.

1.8 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

A. Definitions:

1. Shop Drawings: Include drawings, diagrams, schedules and other data specially prepared for the Work by Contractor or a subcontractor, sub-subcontractor, manufacturer, supplier or distributer to illustrate some portion of the Work.

2. Product Data: Include illustrations, standard schedules, performance charts, instructions, brochures, diagrams, test data and other information furnished by Contractor to illustrate material, product or system for some portion of the Work.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 10

3. Samples: Are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged.

Samples include field samples.

4. Quality Control submittals pertain to quality control and Owner information which do not require review and approval by Architect and are to be retained for project file only. If reviewed, project information will be reviewed for compliance with the Contract Documents only. The review will not constitute a detailed review of adequacy of submitted design calculations. The appropriateness and accuracy of calculations is the responsibility of the submitting Contractor (and Contractor's professional engineer when such calculations are required to be professionally sealed). Examples of quality control submittals:

a. Design data and calculations.

b. Test reports.

c. Certifications.

d. Manufacturer's installation instructions.

e. Manufacturer's field reports.

5. Contract Closeout submittals pertain to contract closeout related information which do not require review and approval by the Architect and are to be retained for project file only. Examples of contract closeout submittals:

a. Project record information.

b. Warranties.

c. Operation and maintenance data.

d. Owner instruction reports.

6. Administrative Submittals: Include, but are not limited to:

a. Permits.

b. Applications for payment.

c. Performance and payment bonds.

d. Insurance certificates.

e. List of Subcontractors.

f. Schedule of Values.

B. Shop Drawings

1. Present in a clear and thorough manner original drawings which illustrate the portion of the work showing fabrication, layout, setting, or erection details, prepared by a qualified detailer. Title each drawing with Project and Contract name and number; identify each element of drawings by reference to sheet number and detail, schedule, or room number of Contract Documents.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 11

2. Identify field dimensions; show relation to adjacent or critical features of Work or products.

C. Product Data

1. Submit only pages which are pertinent; mark each copy of standard printed data to identify pertinent products, referenced to Specification Section and Article number. Show reference standards, performance characteristics, and capacities;

wiring and piping diagrams and controls; component parts; finishes; dimensions;

and required clearances.

2. Modify manufacturer's standard schematic drawings and diagrams to supplement standard information and to provide information specifically applicable to the Work. Delete information not applicable.

D. Samples

1. Submit full range of manufacturer's finishes except when more restrictive requirements are specified, indicating colors, textures, and patterns, for Architect selection.

2. Submit samples to illustrate functional characteristics of products, including parts and attachments.

3. Approved samples which may be used in the Work are indicated in the

Specification section.

4. Label each sample with identification required for transmittal letter.

5. Provide field samples of finishes at Project, at location acceptable to Architect, as required by individual Specifications section. Install each sample complete and finished. Acceptable finishes in place may be retained in completed work.

E. Quality Control and Contract Closeout Submittals:

1. Submit quality control and contract closeout information as indicated in respective specification sections.

a. Design data or calculations requiring professional certification shall be properly sealed and signed by a registered professional engineer in State of Local Jurisdiction.

b. Closeout Submittals: Submit in accordance with Section 01 70 00.

2. Submit in same manner as Product Data, except as otherwise specified.

F. Contractor Review

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 12

1. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, quantities and details, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents.

2. Coordinate submittals with requirements of Work and of Contract Documents.

3. Sign or initial in a rubber-stamped review block format, each sheet of shop drawings and product data, and each sample label to certify compliance with requirements of Contract Documents. Notify Architect in writing at time of submittal, of any deviations from requirements of Contract Documents.

4. Do not fabricate products or begin work which requires submittals until return of submittal with Architect acceptance.

5. Contractor's responsibility for errors and omissions in submittals is not relieved by Architect's review of submittals.

6. Contractor's responsibility for deviations in submittals from requirements of

Contract Documents is not relieved by Architect's review of submittals, unless Architect gives specific written acceptance of deviations. Architect will review submittals for general conformance to design intent only.

G. Submittal Requirements

1. Transmit submittals in accordance with approved Progress Schedule and in such sequence to avoid delay in the Work or work.

2. Apply Contractor's stamp, signed or initialed, certifying to review, verification of products, field dimensions and field construction criteria, and coordination of information with requirements of Work and Contract Documents.

3. Coordinate submittals into logical groupings to facilitate interrelation of the several items

a. Finishes which involve Architect selection of colors, textures, or patterns.

b. Associated items which require correlation for efficient function or for installation.

4. Submit one reproducible transparency and 2 opaque copies of shop drawings.

ADMINISTRATIVE REQUIREMENTS 01 30 30 - 13

5. Submit number of copies of product data and manufacturer's instructions Contractor requires.

6. Submit number of samples specified in individual Specifications sections.

7. Submit under owner accepted form transmittal letter. Identify the Project by title and number. Identify Work and product by Specification section and Article number.

8. Submit 4 copies of Quality Control submittals concurrent with Shop Drawing and

Product Data submittals. Submit number of Contract Closeout submittals.

9. Provide complete submittals for each specified product, system or equipment.

Partial or incomplete submittals will be returned, without review, for re-submission.

H. Resubmittals

1. Make resubmittals under procedures specified for initial submittals; identify changes made since previous submittal.

I. Distribution

1. Duplicate and distribute reproductions of shop drawings, copies of product data, and samples, which bear Architect/Engineer stamp of approval, to job site file, Record Documents file, subcontractors, suppliers, and other entities requiring information.

STRUCTURES

PROJECT MEETINGS 01 31 19 - 1

d

SECTION 01 31 19

PROJECT MEETINGS

A. Section Includes: Administrative and procedural requirements for project meetings including, but not limited to following:

1. Preconstruction Conferences.

2. Progress Meetings.

3. Preinstallation Conferences.

1.2 PRECONSTRUCTION AND CONTRACT ACCOMPLISHMENT CONFERENCE

A. Preconstruction and Contract Accomplishment Conference: Meeting will be scheduled by the Owner after Notice of Award.

1. Representatives of Owner, Owner's Consultants, Contractor including

Contractor's Project Manager and Field Superintendent, Mechanical and Electrical Subcontractors, and Geotechnical Engineer shall attend as necessary.

2. Contractor:

a. Submit outstanding submittals required before start of construction.

B. Administrative requirements including products lists, schedule of values, payment applications, progress charts, submittal procedures, quality assurance, quality control, change order procedures, testing and acceptance, and Project closeout will be reviewed in detail.

1. Job site procedures to include following items will be discussed:

a. Use of premises by Owner and Contractor.

b. Access to and use of site in relation to continued use of existing facilities.

c. Owner's requirements.

d. Construction facilities and controls.

e. Temporary utilities.

f. Security and housekeeping procedures.

g. Schedules.

h. Materials testing.

i. Procedures for maintaining Project Record Documents.

j. Requirements for start-up of equipment.

k. Inspection and acceptance of equipment put into service during construction period.

STRUCTURES

PROJECT MEETINGS 01 31 19 - 2

l. Building layout.

m. Communications with Architect's Consultants.

1.3 PROGRESS MEETINGS

A. Meetings: Schedule and attend, with Project Manager and field superintendent, regular periodic meetings at Contractor's job site field office. Invite representatives of Owner to attend. Also invite, as appropriate to items under discussion, selected subcontractors and suppliers. Discuss following items:

1. Review of minutes from previous meetings.

2. Review of Work progress.

3. Field observations, problems, conflicts, and decisions.

4. Identification of problems which impede planned progress.

5. Review of submittal schedules and status of submittals; expedite as required.

6. Review of off-site fabrication and delivery schedules.

7. Corrective measures and procedures to regain projected schedule.

8. Revisions to construction schedule.

9. Plan progress, schedule during succeeding work period.

10. Coordination of schedules.

11. Maintenance of quality and work standards.

12. Review of proposed changes for effect on other trades, construction schedule and completion date.

13. Coordination of separate contracts.

14. Other business relating to Work.

B. Persons Representing Contractor at Meetings: Have authority to commit Contractor to

STRUCTURES

PROJECT MEETINGS 01 31 19 - 3

solutions agreed upon in meetings. To maximum extent practicable, assign same person or persons to represent Contractor at meetings throughout progress of work.

C. Coordination Meetings: Progress meetings shall in no way be considered substitute for Contractor/subcontractor coordination meetings.

1.4 PREINSTALLATION CONFERENCES

A. Preinstallation Conferences: Hold preinstallation meeting at site before installation of each unit of work which requires coordination with other units of work. Installer and manufacturer's representatives of particular work and affected work shall attend.

1. Notify Owner’s rep of meeting time.

2. Discuss coordination of work with other work including shop drawings, product data, possible conflicts, compatibility concerns, acceptability of substrates, protection, etc.

3. Record significant discussions at each meeting, agreements, disagreements and final plan of action. Distribute record to those in attendance, to the Owner, and to the Architect.

4. Do not proceed with unit of Work until preinstallation meeting is successfully concluded with agreed upon plan of action.

SUBMITTALS 01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

A. General: This Section specifies the administrative and procedural requirements for submittals and substitution submittals required for the performance of the Contracted Work as specified in the following Sections of the GENERAL CONDITIONS of these Specifications:

1. Shop Drawings and Manufacturer's Data.

2. References to Trade Names (as applicable to substitutions).

B. Contractor's Submittals: Required for performance of Contracted Work, include but not limited to the following:

1. Construction Schedule (with updates as required by the Owner).

2. Submittal Schedule (subject to the approval of the Consultant).

3. Daily Construction Reports.

4. Shop Drawings and Manufacturer's Data.

5. Samples.

6. Certificates of Compliance.

7. Requests For Information (RFI).

1.2 SUBMITTAL PROCEDURES

A. General: Conform to the provisions of the GENERAL CONDITIONS of this Project and as may be specifically directed by the Owner.

1. Preparation and processing of submittals shall be coordinated with Contracted

Work operations which includes fabrication, purchasing and delivery of work items so as not to delay Contracted Work operations.

2. The Owner reserves the right to withhold action on a submittal requiring coordination with other submittals until such other submittals are received by the Owner.

SUBMITTALS 01 33 00 - 2

3. Schedule submittals a minimum of 7 calendar days prior to dates the reviewed…