Addendum N . 1 - Beverly Hills, California · 2014-02-10 · I:\PA\ROXBURY PARK DEVELOPMENT\SITE...

$: Addendum N . 1 - Beverly Hills, California · 2014-02-10 · I:\PA\ROXBURY PARK DEVELOPMENT\SITE IMPROVEMENTS\Park Restroom Development\Bid Documents\Addenda\Add01-.doc Addendum No.$
I:\PA\ROXBURY PARK DEVELOPMENT\SITE IMPROVEMENTS\Park Restroom Development\Bid Documents\Addenda\Add01-.doc

Addendum No. 1

______________________________________________________________________________ DATE: February 3, 2014 PROJECT: All Bidders FROM: Mandana Motahari, AIA PROJECT: City of Beverly Hills Roxbury Park Restroom Facility Beverly Hills, California 90210 RTK # 12-07103

Bid Forms: 1. Appendix B

a. 1.3.2 Deductive Alternate No. 2: Include deductive alternate cost for hazardous materials

abatement Section 024119 – Demolition, and Hazardous Material Survey prepared by Ninyo & Moore dated January 9, 2014.

b. 2.2 Deductive Alternate No. 2: Include deductive alternate cost for hazardous materials abatement Section 024119 – Demolition, and Hazardous Material Survey prepared by Ninyo & Moore dated January 9, 2014.

$ _________________________________________________________________________ Dollars (in words- printed) Dollars (in figures)

NOTE: In the case of any discrepancy between words and figures, the words shall prevail.

c. 5.0 TOTAL PROJECT BID

To determine the low Bidder, the City will calculate the sum of the following:

(a) Base Bid in paragraph 1.0, (b) The sum of all Alternate Bids in Section 2.0 (c) The twenty day (20) Compensable Delay in Section 4.0. The Contract will then be awarded to the lowest responsive and responsible Bidder. The final Contract may or may not include any or all or the alternates at the sole discretion of the City.

RTK Architects, Inc. 3975 Landmark St Ste.400 Culver City, CA 90232 Ph: 310.837.3606 Fax: 310.837.6341

d. 6.0 ADDENDA

The undersigned has thoroughly examined any and all Addenda (if any) issued during the bid period and is thoroughly familiar with all contents thereof and acknowledges receipt of the following Addenda (Bidder to list all Addenda)

ADDENDUM NO. ADDENDUM NO.

Survey: 1. Hazardous Material Survey prepared by Ninyo & Moore dated January 9, 2014. Drawings: 1. Sheet #A-2.1 a. RCP Key notes #2 and 3 have been omitted, vent line at women’s vestibule shall directly go to the roof, also see sheet P-2.0 attached. b. Proposed Floor Plan, disregard key note#22, mop rack has been omitted. 2. Sheet#A-5.1 a. Detail 11: 3” x 3” x1/8” gate head stop angle shall be welded to roof perimeter angle b. Detail 7: Sheet metal flashing at 6” and 8” CMU block transition shall return up to match Detail 9

3. Sheet # A-5.2 Refer to attached revised drawing, Gates #D2 and #D3 shall be Wrought Iron and painted, other changes have been clouded and identified as ‘Delta 1’ 4. Sheet # P-2.0 Vent line at women’s vestibule shall directly go to the roof, Refer to revisions clouded and identified as ‘Delta 1’

5. Sheet #E-2, Provide conduit stub out for a future phone line per attached revised sheet, revision has been clouded and identified as ‘Delta 1’.

BID NO. 14-13

City of Beverly Hills Appendix A-E Roxbury Park Field Restroom Building Project 1 of 15

APPENDIX A

FORM OF CONTRACT

This contract ("Contract") is entered into by and between the City of Beverly Hills ("City"), a California

municipal corporation, ________________________________________________ a _______________,

whose address is____________________________________________________. In consideration of the agreements herein contained, the parties agree as follows: 1. WORK TO BE PERFORMED. Contractor shall furnish at Contractor's own expense all labor, materials, supplies, equipment, tools, transportation and other items of expense necessary to complete in a workmanlike manner all Work in accordance with the terms and conditions of the Contract, except for the labor, materials, supplies, equipment, tools, transportation and other items of expense as may be required to be furnished by the City. The Work is defined in detail in the Contract Documents, which govern the interpretation and performance of this Contract, but may be generally described as follows:

ROXBURY PARK FIELD RESTROOM BUILDING PROJECT Item Description: Demolition and replacement of an existing 700 square foot restroom building; the new building will be sited in approximately the same location as the existing. The building consists of the construction of new masonry walls, steel stud framing wrapped in a synthetic-wood material at the vestibules, and institutional grade plumbing fixtures on the interior at the Roxbury Memorial Park located at 471 S. Roxbury Drive in the City of Beverly Hills. 2. CONTRACT DOCUMENTS. This contract consists of this Form of Contract and the following Contract Documents, including all exhibits, appendices, addenda, drawings, specifications and documents therein and attachments thereto, all of which are by this reference incorporated herein and made a part of this Contract:

SECTION 1: NOTICE INVITING BIDS SECTION 2: INSTRUCTIONS TO BIDDERS SECTION 3: SPECIAL CITY REQUIREMENTS SECTION 4: GENERAL SPECIFICATIONS SECTION 7: ADDITIONAL FORMS

APPENDIX B: SCOPE OF WORK APPENDIX C: PAYMENT PROCEDURES APPENDIX D: BID FORM

as contained in City's Bid Document for Bid No. 14-13, dated January 15, 2014 and SECTION 5: BIDDER'S BID SECTION 6: SIGNATURE PAGE AND LEGAL STATUS of Contractor's Bid in response thereto, all of which are incorporated herein by reference, and all of which shall comprise the Contract Documents for this Contract. If any item of the Scope of Work, Payment Schedule, or any other item of the Bid Package is modified by either of the parties or arrived at by negotiation between the parties, that item as finally agreed upon by the parties shall also become a Contract Document, it shall supersede the corresponding item of the Bid Package, if any, and it shall be subject to all terms and conditions of the Contract. 3. PERFORMANCE PERIOD. Contractor shall commence Work after execution of the Contract, and shall complete all Work in 104 calendar days from the date of Notice To Proceed as set forth in the Contract Documents.

BID NO. 14-13


4. PAYMENT. City shall pay Contractor as full consideration for the satisfactory performance by

Contractor of all Work required under this Contract the sum of __________________________________

(________________), payable as provided in the Contract Documents.

5. The City Manager or his designee shall administer the terms of the Agreement on behalf of the

City. IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed as of the date stated below. DATED: ___________________________ DATED: ___________________________ CITY OF BEVERLY HILLS "City" "Contractor" __________________________________ By: ________________________________ JOHN A. MIRISCH Mayor By: ATTEST: __________________________________ BYRON POPE City Clerk APPROVED TO FORM: APPROVED AS TO CONTENT: __________________________________ ___________________________________ LAURENCE S. WIENER JEFFREY C. KOLIN City Attorney City Manager ___________________________________ DAVID E. LIGHTNER

Director of Capital Assets

___________________________________ ALAN SCHNEIDER Director of Project Administration KARL KIRKMAN Risk Manager

BID NO. 14-13


APPENDIX B

SCOPE OF WORK 1.0 SCOPE OF WORK 1.1 Scope of Work shall be as described and in accordance with plans, dated October 4, 2013 and

technical specifications prepared by RTK Architects Inc., 3975 Landmark Street, Culver City, CA 90232.

1.2 The scope of work includes: General Description: Demolition and replacement of an existing 700 square foot restroom building; the new building will be sited in approximately the same location as the existing. The building consists of the construction of new masonry walls, steel stud framing wrapped in a synthetic-wood material at the vestibules, and institutional grade plumbing fixtures on the interior at the Roxbury Memorial Park located at 471 S. Roxbury Drive in the City of Beverly Hills. 1.3 Bid Alternates: Alternatives quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted alternatives will be identified in the Owner-Contractor Agreement. Coordinate related work and modify surrounding work to integrate the Work of each alternative. 1.3.1 Deductive Alternate No. 1: Include deductive alternate for material cost only where Resysta siding has been called out on the documents. In the event that the deductive alternate is selected, the material will be provided by the owner, and contractor installed. Reference drawings and Specification Section 06152, Fiber Reinforced Hybrid Rainscreen Siding. 1.3.2 Deductive Alternate No. 2: Include deductive alternate cost for hazardous materials abatement.

Reference Hazardous Material Survey prepared by Ninyo & Moore dated January 9, 2014. 1.4 Bid Allowances: None.

1.5 Unit Prices: None. 2.0 SCHEDULE OF WORK 2.1 Work shall be completed within the contract completion period specified herein from the date of

Notice to Proceed: Base Bid Work: 104 Calendar Days 3.0 SPECIAL CONDITIONS 3.1 The operations of the Roxbury Park facility will remain throughout the construction period. Unless

otherwise authorized by the City, the site will be available to the contractor Monday - Friday, 8:00 AM - 5:00 PM.

3.2 Activities which create noise, vibration, fumes or similar disruptions which are, in the opinion of

the Owner's Representative, detrimental to the normal operations of the facility shall only be performed as approved in advance by the Owner's Representative.

BID NO. 14-13


3.3 Contractor shall control the conduct of its employees so as to prevent unwanted interaction with the owner's staff, public or other individuals except those associated with the project

3.4 Storage will be limited to the project area. 3.5 Contractor shall provide all temporary structures, measures, apparatus and services required to

prosecute the Work of this bid package while maintaining legal egress for pedestrians and safe drive access for motorists.

3.6 All utility service and building system connections or required interruptions shall be coordinated in

advance with the Owner's Representative. 3.7 Upon award of Contract, Contractor shall submit an itemized schedule of values in a format

acceptable to the Owner's Representative. 3.8 Contractor may submit a letter upon award of contract certifying its intent to provide the specified

materials/products/equipmetn and provide record submittals after materials/products/equipment orders have been placed.

3.9 Contractor shall have a competent representative on the Project site at all times Work is in

progress. Communication given to the representative shall be binding as if given to the contractor. Contractor shall immediately replace any individual who ceases to perform his duties satisfactorily, in the opinion of the Owner's

3.10 Rubbish, debris, waste, dust or surplus materials shall not be allowed to accumulate and shall be

removed continuously and disposed of by the Contractor as the work progresses. The owner may elect if required, upon written notice to the Contractor, to perform cleanup, the cost for which will be deducted from the Contract amount. Only one rubbish removal company is allowed to operate within the City. Their contact information may be obtained from the City’s Commercial Solid Waste Division at 310-288-2806.

3.11 Contractor shall submit schedule information to the Owner's Representative for the project with

updates as work progresses on the project. 3.12 Contractor shall submit as-built drawings, warranties and service manuals upon completion of the

work.

BID NO. 14-13


4.0 PLANS AND SPECIFICATIONS PLANS

SPECIFICATIONS Division 1 – General Requirements 01050 Field Engineering 01090 Reference Standards 01100 Summary 01170 Requests for Information 01200 Project Meetings 01210 Allowances 01230 Alternatives 01310 Progress Schedules

BID NO. 14-13


01340 Submittal and Substitutions 01400 Quality Requirements 01410 Testing Laboratory Services 01500 Temporary Facilities and Controls 01620 Storage and Protection 01700 Execution Requirements 01740 Warranties and Bonds 01780 Closeout Submittals 01900 Seismic Bracing and Anchoring Division 2 – Site Construction 02010 Subsurface Investigation 02110 Site Clearing 02210 Finish Grading 02225 Demolition 02372 Storm Water Pollution Prevention Control 02505 Decomposed Granite Paving 02510 Water Distribution 02520 Concrete Paving 02710 Sanitary Sewer 02720 Storm Drainage 02810 Irrigation System Division 3 – Concrete 03100 Concrete Forms and Accessories 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete Division 4 – Masonry 04200 Masonry 04270 Glass Masonry Unit Division 5 – Metals 05120 Structural Steel 05300 Metal Decking 05400 Cold-Formed Metal Framing Division 6 - Wood and Plastics 06152 Fiber-Reinforced Hybrid Rainscreen Siding Division 7 - Thermal, Moisture and Acoustical 07100 Fluid-Applied Waterproofing 07190 Water Repellents 07265 Concrete Slab Vapor Emissions Treatment 07540 PVC Thermoplastic Membrane Roofing (Sika Sarnafil) 07600 Flashing and Sheet Metal 07920 Sealant & Caulking Division 8 - Doors and Windows 08110 Steel Doors and Frames 08310 Access Doors and Panels 08710 Door Hardware Division 9 – Finishes 09900 Painting and Coatings Division 10 – Specialties

BID NO. 14-13


10170 Toilet Partitions 10800 Toilet Room Accessories

Division 15 – Mechanical and Plumbing 15300 Fire Protection (Design/Build - Deferred Approval Item)

15400 Plumbing 15800 HVAC Systems Division 16 – Electrical 16000 Electrical General Requirements 16010 Basic Electrical Requirements 16050 Basic Electrical Materials & Methods 16110 Raceways 16111 Conduit 16120 Conductors 16123 Building Wire and Cable 16130 Boxes 16140 Wiring Devices 16170 Grounding and Bonding 16190 Supporting Devices 16195 Electrical Identification 16440 Disconnect Switches 16470 Panelboard 16500 Lighting

BID NO. 14-13


APPENDIX C

PAYMENT PROCEDURES

1.0 PROGRESS PAYMENTS 1.1 Based upon Applications for Payment submitted to the City, the City shall make progress payments on account of the Contract Sum to the Contractor as provided below. 1.2 The period covered by each Application for Payment shall be one calendar month. 1.3 City shall make payment to the Contractor within thirty (30) days after receipt of a proper Application for Payment. 1.4 Each Application for Payment shall be based upon the approved Schedule of Values submitted by the Contractor. The Schedule of Values shall allocate the entire Contract Sum among the Various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as may be required. 1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for payment. 1.6 The amount of each progress payment shall be computed as follows: 1.6.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retention of five percent (5%). 1.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the City, suitably stored off the site at a location agreed upon in writing), less retention of five percent (5%). 1.6.3 Subtract the aggregate of previous payments made by the City. 1.7 Securities may be provided in lieu of retainage as follows: 1.7.1 At the request and expense of the Contractor, upon execution of a proper escrow agreement, securities equivalent to the amount withheld shall be deposited with the public agency as the escrow agent, or with a state or federally chartered bank as the escrow agent, and the public agency shall then pay such monies to the Contractor. 1.7.2 Upon satisfactory completion of the contract, the securities shall be returned to the Contractor. 1.7.3 Securities eligible for investment under this section shall include those listed in Section 16430 of Government Code, bank or savings and loan certificates of deposit, interest bearing demand

BID NO. 14-13


deposit accounts, standby letters of credit, or any other security mutually agreed to by the Contractor and the City. 1.7.4 The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. 1.7.5 The escrow agreement to be used hereunder is attached hereto. 2.0 FINAL PAYMENT 2.1 Final Payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the City to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as agreed to between the City and the Contractor; and (2) a final Certificate for Payment has been submitted by the Contractor and approved by the City; and (3) the work has been accepted by the City Council of the City of Beverly Hills; and (4) a Notice of Completion has been filed. Final payment shall be made by the City not more than forty (40) days after completion of the above, but only to the extent that no stop notices or other requirements to withhold funds are then in effect.

BID NO. 14-13


ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION

This Escrow Agreement is made and entered into by and between ______________________________ whose address is ______________________________________________ (hereinafter called "City"), whose address is (hereinafter called "Contractor"), and _______________________________________ whose address is ______________ , (hereinafter called "Escrow Agent"). For consideration as hereinafter set forth, Owner, Contractor, and Escrow Agent agree as follows: (1)Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by City pursuant to the Construction Contract entered into between City and Contractor for ___ ____________________in the amount of _______________,dated(hereinafter referred to as the "Contract"). When Contractor deposits the securities as a substitute for Contract earnings, the Escrow agent shall notify City within ten days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between City and Contractor. Securities shall be held in the name of _____________________________________, and shall designate Contractor as the beneficial owner. (2) ___________________________________________________________________________ City shall make progress payments to Contractor for such funds which otherwise would be withheld from progress payment pursuant to the Contract provisions, provided that Escrow Agent holds securities in the form and amount specified above. (3) Alternatively, City may make payments directly to Escrow Agent in the amount of retention for the benefit of Owner until such time as the escrow created hereunder is terminated. (4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the escrow account. These expenses and payment terms shall be determined by Contractor and Escrow Agent. (5) Interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to City. (6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. (7) City shall have the right to draw upon the securities in the event of default by Contractor. Upon seven days' written notice to Escrow Agent from City of the default, Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by City. (8) Upon receipt of written notification from City certifying that the Contract is final and complete, and that Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all monies and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notifications from City and Contractor pursuant to Sections (4) to (6), inclusive, of this agreement and City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above.

BID NO. 14-13


(10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of City, Contractor, and Escrow Agent in connection with the foregoing, and exemplars of their respective signatures are as follows: City: Contractor: ______________________________________ ___________________________________ Escrow Agent: ______________________________________ At the time the Escrow Account is opened, City and Contractor shall deliver to Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties have executed this Escrow Agreement by the proper officers on the date first set forth above. City: Contractor: ______________________________________ ___________________________________ Escrow Agent: ______________________________________

BID NO. 14-13


APPENDIX D

BID FORM

N O T E: An y A l t e r a t i o n o r Ad d i t i o n t o t h e B i d F o r m M a y I n v a l i d a t e t h e B i d

TO: THE MAYOR AND COUNCIL MEMBERS OF THE CITY OF BEVERLY HILLS The undersigned, having carefully examined the site conditions and the Contract Documents for

ROXBURY PARK FIELD RESTROOM BUILDING PROJECT HEREBY PROPOSES AND AGREES to commence the Work per the Agreement; to furnish all labor, materials, equipment, transportation, service, sales taxes, and other costs necessary to complete the Work as specified herein from the date of Notice To Proceed, in strict conformity with the Contract Documents, at prices indicated below.

1.0 TOTAL LUMP SUM BASE BID Item Description: Bidder agrees to provide and install all base bid work as shown on the Drawings and described in the Specifications including General Conditions, licenses, permits, fees, taxes, overhead, bond and insurance for the total lump sum of:

$ ____________________________________________________________________________ Dollars (in words- printed)

$ ____________________________________________________ _______________________ Dollars (in figures)

NOTE: In the case of any discrepancy between words and figures, the words shall

prevail.

2.0 ALTERNATE BIDS

Bidder agrees to provide an add/deduct for any or all of the Alternate Bid items listed herein as part of the overall Work. These Alternates are listed in the scope of work the respective specification sections.

The Contractor shall guarantee the bid price(s) for the Alternates for 90 days. Prior to that date, the City shall inform the Contractor of the City’s decision to either proceed or not to proceed with any or all of the Alternates. If the City decides to proceed with any or all of the Alternates, then the Contractor shall complete the Work as specified. A Change Order shall be executed for the alternate(s) amount(s). The Contractor shall be entitled to an increase in the Contract Time, as specified in these documents.

BID NO. 14-13


2.1 Deductive Alternate No.1: Include deductive alternate for material cost only where Resysta siding has been called out on the documents. In the event that the deductive alternate is selected, the material will be provided by the owner, and contractor installed. Reference drawings and Specification Section 06152, Fiber Reinforced Hybrid Rainscreen Siding.

$ ____________________________________________________________________________ Dollars (in words- printed) Dollars (in figures)


2.2 Deductive Alternate No. 2: Include deductive alternate cost for hazardous materials abatement Section 024119 – Demolition, and Hazardous Material Survey prepared by Ninyo & Moore dated January 9, 2014.

$ ____________________________________________________________________________ Dollars (in words- printed) Dollars (in figures)


3.0 BID ALLOWANCES- None.

4.0 COMPENSATION FOR DELAY (PER DIEM)

Bidder shall determine and provide in the space below the amount of per diem compensation (costs to include any and all of Contractor’s overhead, profit and General Conditions as directly related to this project) for any Compensable Delay at any time during the performance of the Work:

$ Dollars Per Diem Per Day (in words) Dollars Per Diem Per Day (in figures)

Per Diem compensation multiplied by Twenty (20) days = $ Total Per Diem (in words) Total Per Diem (in figures)

5.0 TOTAL PROJECT BID

To determine the low Bidder, the City will calculate the sum of the following:

(a) Base Bid in paragraph 1.0, (b) The sum of all Alternate Bids in Section 2.0 (c) The twenty day (20) Compensable Delay in Section 4.0. The Contract will then be awarded to the lowest responsive and responsible Bidder. The final Contract may or may not include any or all or the alternates at the sole discretion of the City.

BID NO. 14-13


6.0. ADDENDA

The undersigned has thoroughly examined any and all Addenda (if any) issued during the bid period and is thoroughly familiar with all contents thereof and acknowledges receipt of the following Addenda (Bidder to list all Addenda)

ADDENDUM NO. ADDENDUM NO.

7.0 TIME OF PERFORMANCE – Contractor proposes to complete the Work, including the accepted

Alternatives, within the calendar days specified in the Bid Package, commencing from the Date of Notice To Proceed.

8.0 DESIGNATION OF SUBCONTRACTORS/SUPPLIERS

In accordance with the “Subletting and Subcontracting Fair Practices Act”, Sections 4100-4113 of the Public Contract Code of the State of California, and any amendments thereto, each Bidder shall list below the dollar amount, name, location and trade of each Subcontractor or Supplier who will perform work, labor, render service or provide and install material and/or equipment to the Contractor in the construction of the Work in an amount in excess of one-half of one percent (0.5%) of the Contractor’s total Bid (Example: one-half of one percent (0.5%) of a $1,500,000 project is equal to $7,500). Only one Subcontractor for each such trade shall be listed. If the Contractor fails to specify a Subcontractor for any portion of the Work to be performed under the Contract, he shall be deemed to have agreed to perform such portion himself, and he shall not be permitted to subcontract that portion of the Work. For the convenience of the Contractor, rounding-off values to the nearest thousand dollars is permitted. ........................................................................................................................................................... NOTICE: Penalties for violations of the Subletting and Subcontracting Fair Practices Act will

be enforced by the City for failure to list subcontractors as provided by that act. ........................................................................................................................................................... NOTES:

(1) SUBMISSION PROCEDURES:

a. Upon submission of bid documents: Complete the forms as much as possible, but at a minimum include the Subcontractors/Suppliers name.

b. Incomplete forms turned in upon submission of Bids by Contractors will lead to the Bids

of said Contractors being declared non-responsive.

(2) Some of the trades listed may not be providing Work in excess of one-half of one percent (0.5%) of your Bid. In that case, indicate which trade the Work is to be included under.

BID NO. 14-13


(3) In all cases, if the Work is to be provided by the General Contractor’s (your) forces, indicate this by listing your company name in the space provided for the Subcontractor’s name.

(4) In accordance with requirements above, Contractor shall use the following form to list the

Subcontractors or Suppliers:

DESIGNATION OF SUBCONTRACTORS/SUPPLIER FORM

CSI

TRADE

SUBCONTRACTORS/

SUPPLIERS NAME

LICENSE

#

Respectively submitted, ______________________________________

HAZARDOUS BUILDING MATERIAL SURVEY ROXBURY PARK – RESTROOM STRUCTURE

471 SOUTH ROXBURY DRIVE BEVERLY HILLS, CALIFORNIA

PREPARED FOR: City of Beverly Hills

Public Works & Transportation 345 Foothill Road

Beverly Hills, California 90210-4873

PREPARED BY: Ninyo & Moore

Geotechnical and Environmental Sciences Consultants 475 Goddard, Suite 200 Irvine, California 92618

January 9, 2014 Project No. 208318002

January 9, 2014 Project No. 208318002

Ms. Donielle Kahikina City of Beverly Hills Public Works & Transportation 345 Foothill Road Beverly Hills, California 90210-4873

Subject: Hazardous Building Material Survey Roxbury Park – Restroom Structure 471 South Roxbury Drive Beverly Hills, California

Dear Ms. Kahikina:

In accordance with your authorization to proceed, Ninyo & Moore has performed a Hazardous Building Material Survey at the restroom structure located within Roxbury Park located at 471 South Roxbury Drive, Beverly Hills, California. The attached report presents our methodology, findings, conclusions, and recommendations regarding our survey.

We appreciate the opportunity to be of service to you on this important project.

Sincerely, NINYO & MOORE

Michael S. Cushner CAC #11-4711 Project Environmental Scientist

Gene Berkland, PE, CAC # 11-4720 Senior Engineer

Stephen J. Waide, CIH, CSP Principal Environmental Scientist

MSC/GOB/SJW/lr

Distribution: (1) Addressee (via e-mail)

471 South Roxbury Drive January 9, 2014 Beverly Hills, California Project No. 208318002

208318002 R HBMS.doc i

TABLE OF CONTENTS

Page 1. INTRODUCTION ....................................................................................................................1

2. PURPOSE AND SCOPE OF SERVICES ................................................................................1

3. SITE DESCRIPTION ...............................................................................................................2

4. FIELD LIMITATIONS ............................................................................................................3

5. SAMPLE COLLECTION ........................................................................................................3

5.1. Asbestos Survey ............................................................................................................3 5.2. LCS Survey ...................................................................................................................4 5.3. Miscellaneous Hazardous Building Materials Survey ..................................................5

6. SURVEY RESULTS ................................................................................................................5 6.1. Asbestos ........................................................................................................................6 6.2. Lead-Containing Surfaces ............................................................................................6 6.1. Miscellaneous Hazardous Building Materials ..............................................................9

7. RECOMMENDATIONS ..........................................................................................................9

8. LIMITATIONS .......................................................................................................................10

Tables Table 1 – Asbestos Survey Results ..................................................................................................6

Table 2 – Ceramic Tile Sampling Results ........................................................................................6 Table 3 – Paint Chip Sampling Results ............................................................................................7 Table 4 – XRF Readings for Lead Containing Substances..............................................................8 Table 5 – Inventory of Hazardous Building Materials .....................................................................9 Figures Figure 1 – Site Location Figure 2 – Suspect Asbestos and Lead Containing Surface Sample Locations

Appendices Appendix A – Consultant Certification Documentation Appendix B – Asbestos, Paint Chip, Ceramic Tile Analytical Results and Chain-of-Custody Records Appendix C – California Department of Public Health Form 8552


208318002 R HBMS.doc 1 1

1. INTRODUCTION

In accordance with your request and authorization to proceed, Ninyo & Moore has performed a

hazardous building material survey (HBMS) of the Beverly Hills Recreation Center located at

471 South Roxbury Drive in Beverly Hills, California (subject site) (Figure 1). Our services

included the performance of an asbestos-containing materials (ACM) survey, a lead-containing

surfaces (LCS) survey, and visual identification and quantification of building materials

potentially falling under the California Department of Toxic Substances Control (DTSC)

Universal Waste Rule (UWR) and other potential hazardous building materials. This report has

been prepared in accordance with generally accepted environmental science and engineering

practices. This report is based upon conditions at the site at the time of the sampling activities

and provides documentation of our findings and recommendations.

2. PURPOSE AND SCOPE OF SERVICES

The objective of this survey is to provide information about current conditions within the

buildings of the subject site regarding the potential presence of ACMs, LCSs, and other

hazardous building materials. For the purposes of this assessment, LCS refers to both lead-based

paint (LBP), as defined by the California Department of Public Health (CDPH) and U.S. Department

of Housing and Urban Development (HUD), and other potential lead-containing materials, including,

but not limited to, ceramic tiles. The CDPH stipulates that paint or other surface coatings

containing an amount equal to or in excess of one milligram per square centimeter (mg/cm2), or

more than one-half of one percent (0.5 percent) by weight, constitute a LBP. In the County of

Los Angeles, Title 11 Health and Safety Chapter 11.28 “Lead Hazards” stipulates that materials

containing lead or its compounds in excess of 0.7 mg/cm2, constitutes a lead-bearing substance

(LBS). For purposes of this assessment, LBS is also included as a LCS. The HUD guideline for

designating a painted surface as lead-containing is consistent with the CDPH. In accordance with

the scope of services, it is our understanding that the building in the scope of work is planned for

demolition. Our scope of work performed for the study is identified below.

Performance of a visual reconnaissance of the interior and exterior of the structure to be demolished at the site to evaluate for the possible presence of ACMs and LCSs.


208318002 R HBMS.doc 2 2

Collection of seven samples, consisting of fourteen layers of bulk samples and submittal of these samples to an independent laboratory for analysis of asbestos content. Samples were analyzed via the United States Environmental Protection Agency (EPA) recommended method of Polarized Light Microscopy (PLM) in accordance with EPA Test Method 600/R-93/116 July 93.

Collections of 30 x-ray fluorescence (XRF) readings of potential LCS (including calibrations).

Collection of seven paint chip samples and submittal of these samples to an independent accredited laboratory for lead analysis content. Samples were analyzed by Flame Atomic Absorption Spectrometry Method SW 846 3050B/7000B.

Collection of one ceramic tile sample and submittal of this sample to an independent accredited laboratory for the Total Threshold Limit Concentration (TTLC) by the EPA reference method SW846.

Preparation of a Site Plan showing suspect bulk asbestos sample locations.

A visual assessment for potentially hazardous building components including wet electrical transformers (possible polychlorinated biphenyl [PCB]-containing oils), fluorescent light bulbs (possible mercury), fluorescent light ballasts (possible PCB-containing oils), high intensity light bulbs (possible mercury), thermostat switches (possible liquid mercury and/or batteries), emergency lighting and exit signs (possible lead acid or other metal containing batteries or tritium), heating, ventilation, and air conditioning (HVAC) and refrigeration systems (possible chlorofluorocarbon [CFC] gas), and other possible hazardous materials.

Preparation of this HBMS report which presents our findings and summarizes the assessed materials. This report includes sample location maps, a site description, laboratory testing information, conclusions and recommendations, Preparation of this report summarizing our field activities, laboratory test results, conclusions, and recommendations.

3. SITE DESCRIPTION

The restroom structure (site) is located within Roxbury Park, located at 471 South Roxbury

Drive in Beverly Hills, California (Figure 1). The building is an approximate 600 square feet

(SF) slab on grade structure. The concrete flooring substrate is unfinished. The interior and

exterior walls are either brick or wood and are unfinished. The interior ceiling is also unfinished

wood. The wood roof deck is covered with asphalt shingles.


208318002 R HBMS.doc 3 3

4. FIELD LIMITATIONS

Since non-destructive sampling techniques were used, there is a possibility that additional ACMs

and LCSs may be encountered in inaccessible areas (e.g., interstitial wall and ceiling spaces as

well as roof areas) during building demolition activities.

5. SAMPLE COLLECTION

On December 31, 2013, Ninyo & Moore personnel conducted the ACM and LCS surveys. The

surveys generally followed EPA and HUD guidelines, within the limitations of the project scope

of work. The ACM survey was performed by a California Department of Occupational Safety

and Health (DOSH) Certified Asbestos Consultant. Certification documentation is presented in

Appendix A. The survey consisted of visually locating suspected asbestos containing building

materials, inventorying and quantifying homogeneous sampling areas, and collecting suspect

building materials from the subject structure. The LCS survey was performed by a CDPH Lead

Inspector/Assessor. The LCS survey was performed by collecting a combination of paint chip

samples, ceramic tiles, and XRF readings.

5.1. Asbestos Survey

A preliminary visual assessment and bulk-sampling survey of suspect ACMs within the

structure was performed. Representative samples of the suspect ACMs were collected after

identification of homogeneous sampling areas (areas in which the materials are uniform in

color, texture, construction or application date, and general appearance). Each homogeneous

area was observed for material type, location, condition, and friability. Representative

samples were collected from each homogeneous area within the survey area, except areas

that were inaccessible, or areas of assumed ACM, within the limitations of the survey.

Samples were collected using EPA-recommended sampling procedures.

Seven samples, consisting of 14 layers of suspect ACMs were collected and transferred to

LA Testing. LA Testing is an accredited laboratory in the National Voluntary Laboratory

Accreditation Program for bulk asbestos fiber analysis. The samples were analyzed using


208318002 R HBMS.doc 4 4

PLM with dispersion staining for the presence and quantification of asbestos fibers, in

general accordance with EPA method 600/R-93/116 July 93. The lower limit of reliable

detection for asbestos using the PLM method is approximately 1 percent by volume.

California regulations define asbestos containing construction materials (ACCMs) as those

materials having asbestos content of greater than 0.1 percent. Materials in which no asbestos

was detected are defined in the laboratory report as “None detected.” Materials containing

asbestos, but in amounts less than 1 percent, are defined as containing “trace” amounts, and

for the purpose of this report are assumed to be ACCM.

Building materials which were sampled and analyzed for the presence of asbestos are

presented in Table 1. The approximate locations of suspect bulk asbestos samples collected

are shown on Figure 2. A copy of the laboratory analytical report and chain-of-custody

record is presented in Appendix B.

5.2. LCS Survey

The LCS Survey was conducted using a portable NITON XLp 300A XRF spectrum analyzer

in accordance with accepted environmental science and engineering practices. The testing

methodology utilized is presented in Appendix C. A total of 30 XRF readings (including

calibrations) were collected from all representative testing combinations (e.g., unique

combination of room equivalent, building component, and substrate) within the restroom

structure designated for demolition. Note that the LCS detection limit used for the survey

was 0.7 mg/cm2.

Additional representative paint chip and ceramic tile samples were collected for selected

painted or glazed surfaces. A total of seven paint chip samples and one ceramic tile sample

was collected. Paint chip and ceramic tile samples were transferred to LA Testing for

analysis of lead content. LA Testing is accredited for environmental lead analysis through

the CDPH Environmental Laboratory Accreditation Program (Laboratory Identification

No. 1406). Locations of suspect lead containing samples collected are shown on Figure 2.


208318002 R HBMS.doc 5 5

Based on the CDPH guidelines, 0.5 percent by weight was used as the detection limit for the

paint chip samples. Fifty milligrams per kilogram (mg/kg) was used as the TTLC detection

limit for the ceramic tile sample. Paint that is chipping or peeling, or that may be removed

from surfaces, and has a lead content equal to or greater than 1,000 mg/kg) requires handling

as a California Title 22 hazardous waste. In addition, under California Occupational Safety

and Health Administration Construction Safety Orders, Lead Title 8, Section 1532.1 CA,

“Lead In Construction Standard,” specific worker protection measures are required in

construction projects where lead is present.

Building materials which were sampled and analyzed for the presence of lead are presented

in Tables 2, 3, and 4. The approximate locations of suspect paint chip and ceramic tile

samples collected are shown on Figure 2. A copy of the laboratory analytical report and

chain-of-custody record is presented in Appendix B.

5.3. Miscellaneous Hazardous Building Materials Survey

Ninyo & Moore conducted a visual hazardous building materials inventory. Materials of

potential concern included wet electrical transformers (possible PCB-containing oils),

fluorescent light bulbs (possible mercury), fluorescent light ballasts (possible PCB-

containing oils), high intensity light bulbs (possible mercury), thermostat switches (possible

liquid mercury and/or batteries), emergency lighting and exit signs (possible lead acid or

other metal containing batteries or tritium), HVAC and refrigeration systems (possible CFC

gas), and other potential hazardous materials. In accordance with the scope of work, positive

identification of the suspect hazardous material, via analytical testing, was not performed.

6. SURVEY RESULTS

The following sections summarize the results.


208318002 R HBMS.doc 66

6.1. Asbestos

Based on observations and the analytical results of bulk samples collected during this

survey, ACMs were detected in the structure. Bulk sampling results and laboratory analyses

is summarized and presented below in Table 1.

Table 1 – Asbestos Survey Results

Sample ID No.

Sample Location

Sample Description Result Approximate

Quantity (SF)

1 Upper roof Asphalt shingles with felt None detected Not applicable 2 Upper roof Asphalt shingles with felt None detected

3 Lower roof Asphalt shingles with felt None detected 4 Upper roof at pipe Penetration mastic 5 percent chrysotile asbestos

8 SF 5 Upper roof at pipe Penetration mastic 5 percent chrysotile asbestos

6 Upper roof at electrical pipe

Penetration mastic 5 percent chrysotile asbestos

7 Utility closet -

south wall Barrier paper None detected Not applicable

Notes: ID – Identification SF – Square Feet

6.2. Lead-Containing Surfaces

LCSs were detected within the structure. TTLC analysis of the ceramic tile sampling is

presented below in Table 2. Paint chip results are presented in Table 3. XRF analysis results

are presented in Table 4.

Table 2 – Ceramic Tile Sampling Results

Sample Number

Component Location Color Description Condition Estimated Quantity

Result (mg/kg)

CER-1 Wall Men’s restroom

wall Yellow 2” x 2” tiles Good NA <40

Notes: NA – not applicable mg/kg – milligram per kilogram


208318002 R HBMS.doc 7 7

Table 3 – Paint Chip Sampling Results

Sample Number Component Location Substrate Color Condition

Amount LBP (SF)

Result Percent by

weight 1 Eave Exterior Wood Brown Intact/Fair 20 SF 2.0 2 Trim Exterior Wood Brown Intact/Fair 10 SF 0.54 3 Wall Exterior Brick Beige Intact/Fair NA 0.018 4 Wall Exterior Brick Beige Intact/Fair NA 0.010

5 Door Exterior utility closet Wood Beige/Orange Intact/Fair NA 0.020

6 Door Office Wood Beige Fair NA 0.15 7 Ceiling Utility closet Wood Beige Intact NA 0.088

Notes: NA – not applicable SF – square feet


208318002 R HBMS.doc 8

Table 4 – XRF Readings for Lead Containing Substances Reading

Building Room Side Component Substrate Condition Color Action Level

Results Lead

Reading No mg/cm2 mg/cm2

1 Standard Calibration Check 1.04 +/- 0.06 mg/cm2 0.7 Positive 1.0 2 Standard Calibration Check 1.04 +/- 0.06 mg/cm2 0.7 Positive 1.0 3 Standard Calibration Check 1.04 +/- 0.06 mg/cm2 0.7 Positive 1.0

4 471 restroom

Men’s restroom 0 Floor Concrete Intact Green 0.7 Negative 0.07

5 471 restroom

Men’s restroom B Window sash Metal Intact Beige 0.7 Negative 0.04

6 471 restroom

Men’s restroom B Window sash Metal Intact Beige 0.7 Negative 0.21

7 471 restroom

Men’s restroom A Wall Brick Intact Beige 0.7 Negative 0.02

8 471 restroom

Men’s restroom B Wall Brick Intact Beige 0.7 Negative 0.01

9 471 restroom

Men’s restroom C Wall Wood Intact Beige 0.7 Negative 0.02

10 471 restroom

Men’s restroom D Wall Wood Intact Beige 0.7 Negative 0.02

11 471 restroom

Men’s restroom 0 Ceiling Wood Intact Beige 0.7 Negative 0.16

12 471 restroom

Men’s restroom 0 Ceiling Wood Intact Beige 0.7 Negative 0.17

13 1301 Men’s restroom C Toilet partition door Wood Intact Black 0.7 Negative 0.03

14 1301 Men’s restroom C Toilet partition door Wood Intact Black 0.7 Negative 0.05

15 1301 Men’s restroom D Urinal Porcelain Intact White 0.7 Negative 0.03

16 1301 Men’s restroom B Sink Porcelain Intact White 0.7 Negative 0.08

17 1301 Men's restroom 0 Ceiling joist Wood Intact Yellow 0.7 Negative 0.03

18 1301 Men’s restroom 0 Ceiling Wood Intact Yellow 0.7 Negative 0.02

19 1301 Women’s restroom A Wall Brick Intact Beige 0.7 Negative 0.03

20 1301 Women’s restroom B Wall Brick Intact Beige 0.7 Negative 0.02

21 1301 Women’s restroom C Wall Wood Intact Beige 0.7 Negative 0.02

22 1301 Women’s restroom D Wall Wood Intact Beige 0.7 Negative 0.03

23 1301 Women’s restroom A Toilet Porcelain Intact White 0.7 Negative 0.02

24 1301 Women’s restroom A Sink Porcelain Intact White 0.7 Negative 0.01

25 1301 Exterior C Window bars Metal Intact Black 0.7 Negative 0.03

26 1301 Exterior B Window bars Metal Intact Green 0.7 Negative 0.03

27 1301 Exterior B Bike pole Metal Poor Blue 0.7 Negative 0.00

28 Standard Calibration Check 1.04 +/- 0.06 mg/cm2 0.7 Positive 1.1




208318002 R HBMS.doc 9

6.1. Miscellaneous Hazardous Building Materials

Miscellaneous potential hazardous building materials observed within the structure included

4-foot fluorescent light bulbs and the associated light ballasts. Approximate quantities of the

bulbs and ballasts observed during the inspection are presented below in Table 4.

Table 5 – Inventory of Hazardous Building Materials

Material Estimated Quantity 4-foot fluorescent light bulbs 8 each

Light Ballasts 4 each

Fluorescent light bulbs are classified as light tubes under the DTSC UWR materials (i.e.,

containing mercury gases). Light ballasts manufactured until the late 1970s commonly

contained PCBs.

7. RECOMMENDATIONS

Since ACMs, and LCSs were identified at the subject site, the following recommendations are

provided:

The identified ACMs should not be disturbed. Prior to demolition work which would disturb identified ACMs, a licensed asbestos abatement removal contractor should remove the ACMs.

Applicable laws and regulations should be followed, including those provisions requiring notification to regulatory agencies, building occupants, renovation contractors, and workers of the presence of asbestos and LCSs.

The identified LCSs should not be disturbed. Any LCSs in a non-intact condition should be abated or the component properly encapsulated.

Lead was detected in samples collected in building materials at the site therefore contractors must comply with the California Lead in Construction Standard, Title 8 CCR Section 1532.1.

Miscellaneous hazardous building materials discussed in this report should be removed and properly recycled or disposed by a licensed contractor prior to demolition activities.


208318002 R HBMS.doc 10

8. LIMITATIONS

Ninyo & Moore’s opinions and recommendations regarding environmental conditions, as

presented in this report, are based on limited sampling and chemical analysis. Further assessment

of potential adverse environmental impacts may be accomplished by a more comprehensive

assessment. The samples collected and used for testing, and the observations made, are believed

to be representative of the area(s) evaluated. However, if additional suspect ACMs or LCSs are

encountered during demolition activities, these materials should be sampled by a qualified

personnel, and analyzed for content prior to further disturbance. In addition, please note that

quantities of ACMs and LCSs are approximate. These numbers should be confirmed prior to

removal activities.

The environmental services described in this report have been conducted in general accordance

with current regulatory guidelines and the standard-of-care exercised by environmental

consultants performing similar work in the project area. No warranty, expressed or implied, is

made regarding the professional opinions presented in this report. Variations in site conditions

may exist and conditions not observed or described in this report may be encountered during

subsequent activities.

This document is intended to be used only in its entirety. No portion of the document, by itself, is

designed to completely represent any aspect of the project described herein. Ninyo & Moore

should be contacted if the reader requires any additional information, or has questions regarding

content, interpretations presented, or completeness of this document.

The environmental interpretations and opinions contained in this report are based on the results

of laboratory tests and analyses intended to detect the presence and concentration of specific

chemical or physical constituents in samples collected from the subject site. The testing and

analyses have been conducted by an independent laboratory which is certified by the State of

California to conduct such tests. Ninyo & Moore has no involvement in, or control over, such

testing and analysis. Ninyo & Moore, therefore, disclaims responsibility for any inaccuracy in

such laboratory results.


208318002 R HBMS.doc 11

Our conclusions, recommendations, and opinions are based on an analysis of the observed site

conditions. It should be understood that the conditions of a site can change with time as a result

of natural processes or the activities of man at the subject site or nearby sites. In addition,

changes to the applicable laws, regulations, codes, and standards of practice may occur due to

government action or the broadening of knowledge. The findings of this report may, therefore, be

invalidated over time, in part or in whole, by changes over which Ninyo & Moore has no control.

FIGURE

1PROJECT NO.

208318002

SITE LOCATION

471 SOUTH ROXBURY DRIVE

BEVERLY HILLS, CALIFORNIA

DATE

1/14

SITE

0 2,400 4,800

SCALE IN FEET

NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE.

Map © Rand McNally, R.L.07-S-129

2083

1800

2_S

L.d

wg

14:

43:0

8 0

1/08

/201

4 G

K

N


208318002 R HBMS.doc

APPENDIX A

CONSULTANT CERTIFICATION DOCUMENTATION



APPENDIX B

ASBESTOS, CERAMIC TILE, PAINT CHIP, ANALYTICAL RESULTS AND

CHAIN-OF-CUSTODY RECORDS



ASBESTOS ANALYTICAL RESULTS AND CHAIN-OF-CUSTODY RECORDS

LA Testing11652 Knott Street Unit F5, Garden Grove, CA 92841

Phone/Fax: (714) 828-4999 / (714) 828-4944

http://www.LATesting.com [email protected]

331400006

CustomerID: 32ninm50

CustomerPO:

ProjectID:

LA Testing Order:

Attn: Michael Cushner

Ninyo & Moore

475 Goddard

Suite 200

Irvine, CA 92618

Received: 01/02/14 8:20 AM

208318002-Roxbury Park-Restroom

Fax:

Phone: (949) 753-7070

Project:

1/6/2014Analysis Date:

Collected:

Sample Description Appearance % Type

AsbestosNon-Asbestos

% Fibrous % Non-Fibrous

Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using

Polarized Light Microscopy

1-Shingle 1

331400006-0001

RR-Upper Roof-S-

Asphalt

Shingles/Felt

Gray/Black None Detected

Fibrous

Heterogeneous

Glass15% Non-fibrous (other)85%

1-Felt

331400006-0001A

RR-Upper Roof-S-

Asphalt

Shingles/Felt

Black None Detected

Fibrous

Homogeneous

Cellulose70% Non-fibrous (other)30%

1-Shingle 2

331400006-0001B

RR-Upper Roof-S-

Asphalt

Shingles/Felt

Black None Detected

Fibrous

Heterogeneous


2-Shingle 1

331400006-0002

RR-Upper Roof-N-

Asphalt

Shingles/Felt


Fibrous

Heterogeneous


2-Felt

331400006-0002A

RR-Upper Roof-N-

Asphalt

Shingles/Felt

Black None Detected

Fibrous

Homogeneous


2-Shingle 2

331400006-0002B

RR-Upper Roof-N-

Asphalt Shingles/Felt

Black None Detected

Fibrous

Heterogeneous


3-Shingle 1

331400006-0003

RR-Lower Roof-Ctr-Asphalt

Shingles/Felt


Fibrous

Heterogeneous


3-Shingle 2

331400006-0003A

RR-Lower Roof-

Ctr-Asphalt

Shingles/Felt

Black None Detected

Fibrous

Heterogeneous


1Test Report PLM-7.28.9 Printed: 1/6/2014 2:04:28 PM

Michael DeCavallas, Laboratory Manager

or other approved signatory

Analyst(s)

EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1%

Samples analyzed by LA Testing Garden Grove, CA NVLAP Lab Code 101384-0, CA ELAP 1406

Initial report from 01/06/2014 14:04:28

Christopher Miranda (14)

http://www.LATesting.com

mailto:[email protected]


Phone/Fax: (714) 828-4999 / (714) 828-4944


331400006


CustomerPO:

ProjectID:

LA Testing Order:


Ninyo & Moore

475 Goddard

Suite 200

Irvine, CA 92618

Received: 01/02/14 8:20 AM


Fax:

Phone: (949) 753-7070

Project:

1/6/2014Analysis Date:

Collected:

Sample Description Appearance % Type

AsbestosNon-Asbestos

% Fibrous % Non-Fibrous

Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using

Polarized Light Microscopy

3-Shingle 3

331400006-0003B

RR-Lower Roof-

Ctr-Asphalt

Shingles/Felt

Black None Detected

Fibrous

Heterogeneous


3-Felt

331400006-0003C

RR-Lower Roof-

Ctr-Asphalt

Shingles/Felt

Black None Detected

Fibrous

Homogeneous


4

331400006-0004

RR-Upper Roof-

Pipe-Pen Mastic

Gray/Black

Fibrous

Homogeneous

Chrysotile5%Non-fibrous (other)95%

5

331400006-0005

RR-Upper Roof-

Pipe-Pen Mastic

Black

Fibrous

Homogeneous


6

331400006-0006

RR-Upper Roof-

Electrical Pipe-Pen

Mastic

Black

Non-Fibrous

Homogeneous


7-Roofing

331400006-0007

RR-Roof Utility

Closet-S Entry Wall-Barrier Paper

Brown/White/Black None Detected

Fibrous

Heterogeneous

Cellulose50%

Glass10%

Non-fibrous (other)40%

2THIS IS THE LAST PAGE OF THE REPORT.Test Report PLM-7.28.9 Printed: 1/6/2014 2:04:28 PM

Michael DeCavallas, Laboratory Manager

or other approved signatory

Analyst(s)

EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1%

Samples analyzed by LA Testing Garden Grove, CA NVLAP Lab Code 101384-0, CA ELAP 1406


Christopher Miranda (14)





CERAMIC TILE ANALYTICAL RESULTS (TTLC) AND

CHAIN-OF-CUSTODY RECORDS

ConcentrationAnalyzed NotesRDLLab ID: Lead

Test Report: Total Threshold Limit Concentration


Phone/Fax: (714) 828-4999 / (714) 828-4944



Ninyo & Moore

475 Goddard

Suite 200

Irvine, CA 92618

Received: 01/02/14 8:20 AM

Fax:

Phone: (949) 753-7070

Collected:

331400008


CustomerPO:

ProjectID:

LA Testing Order:

Site: Men's RR Wall-2x2 Ylw Ceramic Tile

<40 mg/Kg1/2/20140001 40

Client Sample Collected:CER1

mg/Kg

Page 1 of 1Test Report PB w/RDL-7.26.0 Printed: 1/2/2014 3:50:23 PM

Michael Chapman, Laboratory Manageror other approved signatory

This report relates only to those items tested. Sample received in acceptable condition unless otherwise noted.

Samples analyzed by LA Testing Garden Grove, CA






PAINT CHIP ANALYTICAL RESULTS AND CHAIN-OF-CUSTODY RECORDS

ConcentrationAnalyzed NotesRDLLab ID: Lead

Test Report: Lead in Paint Chips by Flame AAS (SW 846 3050B*/7000B)


Phone/Fax: (714) 828-4999 / (714) 828-4944



Ninyo & Moore

475 Goddard

Suite 200

Irvine, CA 92618

Received: 01/02/14 8:20 AM


Fax:

Phone: (949) 753-7070

Project:

Collected:

331400007


CustomerPO:

ProjectID:

LA Testing Order:

Site: Ext-Eave-Wood/Brn2.0 % wt1/2/20140001 0.10

Client Sample Collected:1

% wt

Site: Ext-Wood Trim/Brn0.54 % wt1/2/20140002 0.050


% wt

Site: Ext-Brick Wall/Beige0.018 % wt1/2/20140003 0.010


% wt

Site: Ext-Brick Wall/Beige0.010 % wt1/2/20140004 0.010


% wt

Site: Ext-Utility Rm Wood Door/Beige/Orange

0.020 % wt1/2/20140005 0.010


% wt

Site: Int-Office Wood Door/Beige0.15 % wt1/2/20140006 0.010


% wt

Site: Int-Closet Utility Wood Ceiling/Beige

0.088 % wt1/2/20140007 0.010


% wt

Page 1 of 1Test Report PB w/RDL-7.26.0 Printed: 1/2/2014 1:23:48 PM

Michael Chapman, Laboratory Manageror other approved signatory

Reporting limit is 0.010 % wt based on the minimum sample weight per our SOP. The QC data associated with these results included in this report meet the method QC requirements,

unless specifically indicated otherwise. Unless noted, results in this report are not blank corrected. EMSL bears no responsibility for sample collection activities. Samples received in good condition unless otherwise noted. * slight modifications to methods applied. "<" (less than) result signifies that the analyte was not detected at or above the reporting limit.

Measurement of uncertainty is available upon request.

Samples analyzed by LA Testing Garden Grove, CA AIHA-LAP, LLC--ELLAP Accredited #101650, CA ELAP 1406






APPENDIX C

XRF TESTING METHODOLOGY



XRF TESTING METHODOLOGY

To assess the painted surfaces for future contractor worker safety, x-ray fluorescence (XRF) test-ing technologies were utilized. The testing was conducted in general accordance with the following regulation: Title 17, California Code of Regulations, Division 1, Chapter 8, Accredita-tion Certification, and Work Practice in Lead Related Construction, Section 36000.

After a visual assessment, accessible painted surfaces were screened for lead content with a NITON XLp 300A XRF spectrum analyzer. XRF readings were taken using the standard paint mode. Standard paint mode measurements have no predetermined testing length, and automati-cally adjust to account for various types of substrates and material’s densities. In the standard paint mode, the NITON 300A XLp XRF collects an XRF assay until either a K-shell or L-shell result is indicated as either positive or negative, compared to the threshold level based on the current precision of the test. Correction for paint matrix and substrate effects is performed auto-matically by the XRF analyzer.

XRF readings were made on testing combinations in all room equivalents in an effort to test typ-ical materials that are representative of the room equivalent. Testing combinations were tested non-destructively by holding the shutter of the XRF against the surface being tested. At each XRF assay location, the trigger is depressed to open the shutter, and one reading was made using the standard paint testing mode. Results of each assay were recorded in the memory of the XRF spectrum analyzer and downloaded via the software provided by the manufacturer. In addition, the results of each assay were read and recorded on the XRF Data Sheet field data sheet.

The XRF testing orientation is depicted on the attached sample location maps. The “A” direction was initially assigned to the direction of the street, and the subsequent directions (“B,” “C,” and “D”) were assigned clockwise from the “A” direction. Should the subject site be located on the corner of two streets, the “A” direction is assigned to the direction of the street address of the subject site.

To ensure that the XRF equipment was working properly, various quality control tests were per-formed before, during, and after the on-site work. At the beginning of the work day, three start up validation measurements were made in the K and L calibration mode, using the calibration check standard associated with the particular XRF that was used. This painted standard contains a known quantity of lead and allows the XRF operator to determine whether the instrument is functioning within acceptable tolerance ranges for accuracy and precision, as determined by the manufacturer. Calibration checks were generally collected on the red 1.06 milligrams per square centimeter (mg/cm2) and/or yellow 1.57 mg/cm2 Standard Reference Material paint film, devel-oped by the National Institute of Standards and Technology.

In addition to the three starts up tests, calibration readings are collected between each building, after four hours, and at the completion of XRF testing. Results of each calibration reading were recorded within the memory of the XRF spectrum analyzer and on the XRF Data Sheet. The quality control tests taken during testing at the subject site were within the acceptable perfor-mance range prescribed by the XRF equipment manufacturer. Documentation of the quality control calibration check is included in the Table 4.



APPENDIX D

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH FORM 8552

Addendum N . 1 - Beverly Hills, California · 2014-02-10 · I:\PA\ROXBURY PARK DEVELOPMENT\SITE...

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