Orange County International Drive Proposal March 2009

O R I G I N A LREQUEST FOR PROPOSALS

#Y9813PHDESIGN SERVICES FOR INTERNATIONAL DRIVE FORCE MAIN IMPROVEMENTS (LITTLE

LAKE BRYAN PARKWAY SOUTH TO PUMP STATION 3597 ON WORLD CENTER DRIVE)DUE 2:00 P.M. – March 3, 2009

PROPOSER INFORMATION:

NAME OF FIRM: BRINDLEY PIETERS & ASSOCIATES, INC.

ADDRESS: Suite 180, 2600 Maitland Center Parkway (Street Address)___________________________________________ (PO Box)Maitland, Florida 32751 (City, County, State, Zip)

PHONE: 407.830.8700FAX: 407.830.8877

AUTHORIZED SIGNATORY: Brindley Pieters, P.E. (Print Name) TITLE: President

SIGNATURE: ___________________________________________________

CONTACT’S EMAIL ADDRESS: bpieters@bpaengineers.com

TIN# 593057983

NOTE: COMPANY NAME MUST MATCH LEGAL NAME ASSIGNED TO TIN NUMBER. CURRENT W9 MUST BESUBMITTED WITH BID/PROPOSAL.

IDENTIFICATION OF BUSINESS ORGANIZATION:

Check the appropriate box that describes the organization of the firm proposing:

[ ] Sole Proprietorship [ ] Partnership [ ] Joint Venture [ X ] Corporation

State of Incorporation: Florida

Principal Place of Business (Florida Statute Chapter 607): Suite 180, 2600 Maitland Center ParkwayMaitland, Florida 32751

The Proposer represents that the following persons are authorized to sign proposals, negotiate and/or signcontracts and related documents to which the Proposer will be duly bound:

Name Title Phone NumberBrindley Pieters, P.E. President 407.830.8700

ADDENDUM ACKNOWLEDGEMENT:

The Proposer shall acknowledge receipt of any addenda issued to the solicitation by completing theblocks below or by completion of the applicable information on the addendum and returning it not laterthan the date and time for receipt of the Proposal. Failure to acknowledge an addendum that has amaterial impact on the solicitation may negatively impact the responsiveness of your Proposal. Materialimpacts include but are not limited to changes to scope of work, delivery time, performance period,quantities, bonds, letters of credit, insurance, qualifications, etc.Addendum No . 1 Date February 10, 2009 Addendum No. _____ DateAddendum No. 2 Date February 25, 2009 Addendum No. _____ Date

FORM A

mailto:[email protected]

PROJECT TEAM RFP Project Number Y9813PHTEAM NAME: BRINDLEY PIETERS & ASSOCIATES, INC.

Federal I. D. Number: 593057983 Is Prime Consultant a certified M/WBE Firm Yes X No______PRIME

RoleName and City of Residence of Individual Assigned to the Project Number of Years

ExperienceEducation, Degree(s) Florida Active Registration

Numbers

PrincipalinChargeBrindley Pieters, P.E.Longwood 37 B.S. Civil Engineering Professional Engineer #35428

Project ManagerNeil Aikenhead, P.E.Jacksonville 38

M.S. SanitaryEngineeringB.S. Civil Engineering

Professional Engineer #14066

Project Architect (or Engineer)Bhushan Sawhney, P.E.Jonesboro 37

M.S. SanitaryEngineering,B.S. Civil Engineering,


Project Construction Administrator

Other Key Member (Utility Engineering)Tan Qu, Ph.D., P.E.DeLand 11

Ph.D. Design,Construction andPlanningM.Sc. ConstructionManagementB.Sc. Civil Engineering


Other Key Member (Utility Engineering)Randy AugatHolly Hill 23 B.A.

Other Key Member (UtilityCoordination)

William McGheeDeLand 42

Other Key Member (UtilityCoordination)

Patricia DickersonDeLand 9 B.S. Civil Engineering

Other Key Member (StructuralEngineering)

Peter Acel, P.E.Longwood 32

M.S. Civil Engineering(Structures)B.S. Civil Engineering


FORM B

PRIME

RoleName and City of Residence of Individual Assigned to the Project Number of Years

ExperienceEducation, Degree(s) Florida Active Registration

Numbers

Other Key Member (Utility Engineering) Thomas Smith, P.E.Orlando 37 M.B.A. Management

B.S. Civil Engineering Professional Engineer #56378

Other Key Member (Utility Engineering Jack LoyerApopka 46

Other Key Member (QualityControl/Quality Assurance)

Wesley Barnes, P.E.Fayetteville 36 B.S., Civil Engineering Professional Engineer #58326

Other Key Member (QualityControl/Quality Assurance)

John NemethyOrlando 47

M. Eng. (Civil andAgricultural)B.S. AgriculturalEngineeringB.S. Civil Engineering


SUBCONSULTANT

RoleCompany Name and Address of Office Handling this Project

If CertifiedM/WBEspecify which

Projected % ofOverall work on theentire project

Name of Individual Assigned to theProject

ArchitectureMechanical Engineering

Electrical EngineeringElectrical Design Associates, Inc.2020 East Robinson StreetOrlando FL 32801

MWBE 3% Lillian Reyes, P.E.

Structural EngineeringCivil EngineeringLandscape Architecture

Other Key Member EnvironmentalEnvironmental Management & Design, Inc.Suite 100, 1615 Edgewater DriveOrlando FL 32804

WBE 2% Kathy HaleElizabeth Barker

Other Key Member SurveyingApex Engineering, Inc.4404 Simmons RoadOrlando FL 32812

WBE 12% Russell Brach, PSM

Other Key Member GeotechnicalAntillian Engineering Associates, Inc.3331 Bartlett BoulevardOrlando FL 32811

MBE 7% Peter Suah, P.E.

Note: Percentages indicated must conform to percentages indicated on Form CFORM B

LOCATION

Proposers shall complete and submit the information below to clearly identify the location and applicablepercentage of the work to be performed at each location listed. Also, proposers shall complete and sign theattached pages, 2 through 4, concerning location. NOTE: THE AFFIDAVIT/NOTARIZATIONREQUIREMENT (page 4).

PRIME CONSULTANT/CONTRACTOR(Name & Address)

CITY COUNTY STATEZIP

PERCENTAGEOF WORKASSIGNED

1. BRINDLEY PIETERS &ASSOCIATES, INC. Maitland Orange Florida 76 %Suite 1802600 Maitland Center Parkway 32751

2. %

3. %

SUBCONSULTANT/SUBCONTRACTOR(Name & Address)

CITY COUNTY STATEZIP

PERCENTAGEOF WORKASSIGNED

1. Electrical Design Associates, Inc. Orlando Orange Florida 3 %

2020 East Robinson Street 32801

2.Environmental Management &Design, Inc. Orlando Orange Florida 2 %

Suite 100, 1615 Edgewater Drive 32804

3. Apex Engineering, Inc. Orlando Orange Florida 12 %

4404 Simmons Road 32812

4.Antillian Engineering Associates,Inc. Orlando Orange Florida 7 %

3331 Bartlett Boulevard 32811

5. %

6. %

7. %

Use additional pages if necessary Total Percentage must equal 100%Revised 5/6/04 FORM C

1

LOCATION (continued)

1. Current domicile of Project Manager.

Name of Project Manager Neil Aikenhead, P.E.

City & County Jacksonville, Duval

State Florida

2. Will Project Manager relocate to an Orange County address to facilitate contractperformance? (check appropriate line)

No Not Applicable

If Project Manager will not relocate, explain how the Project Manager will manage the projectand maintain close communication with the County.

Yes ü Not Applicable

If yes, please explain when relocation will occur in relationship to contract award.

Mr. Aikenhead currently owns a home in Poinciana, Florida and he is excited about relocating back toCentral Florida from Jacksonville to work on this and future Orange County Utilities projects.

Mr. Aikenhead will manage this Y9813PH contract from BPA’s Main office in Maitland. He willrelocate as soon as possible after award of contract, if not before. He will begin as soon as possible ataward to initiate contract, scope and fee meetings with Orange County’s Project Manager and he willcontinue to manage the project through the preliminary engineering, construction documents, bidding,and construction administration phases.

FORM C2


1. Current domicile of Project Engineer.

Name of Project Engineer Bhushan Sawhney, P.E.

City & County Jonesboro, Clayton

State Georgia

2. Will Project Engineer relocate to an Orange County address to facilitate contractperformance? (check appropriate line)

No Not Applicable

If Project Engineer will not relocate, explain how the Project Manager will manage the projectand maintain close communication with the County.

Yes ü Not Applicable

If yes, please explain when relocation will occur in relationship to contract award.

Mr. Sawhney will relocate to work from BPA’s Orange County office in Maitland as soon as possibleafter award of contract, if not before. Both BPA and Mr. Sawhney recognize the value of OrangeCounty Utilities Department work and during these uncertain economic times, providing services to avalued client is a goal we believe can be further realized by Mr. Sawhney’s relocation to Florida.

Mr. Sawhney will immediately after award begin coordination efforts with BPA’s Project Managerto initiate contract, staffing, scheduling tasks and other key elements of the project development.He will provide experienced, professional project engineering efforts for the remainder of the contractfrom preliminary engineering through construction documents, bidding, and construction administration.

FORM C3


AFFIDAVIT

Under penalties of perjury, I swear affirm that the preceding location information is true and correct.I also acknowledge that any material misrepresentation will be grounds for terminating for defaultany contract, which may have been awarded due in whole or part to such misrepresentation. I alsounderstand that false statements may result in criminal prosecution for a felony of the third degreeper Section 92.525(3), Florida Statutes.

_______________________________ Brindley Pieters & Associates, Inc.Authorized Signatory Name of Proposer

Brindley Pieters, P.E. March 4, 2009Typed or Printed Full Name Date

PresidentTitle

On this _____ day of _________, 20____, before me appeared (name) __________________

_____________________, to me personally known, who being duly sworn, did execute the

foregoing affidavit, and did state that he or she was properly authorized by (name of firm)

_____________________________________ to execute the affidavit and did so as his or her

free act and deed.

Notary Public ______________________

Commission Expires ______________________

(seal)

Date _________________________

State of Florida

County of Orange

FORM C4

SIMILAR PROJECTS

PROJECT MANAGER

USING PAGES D1 D5 only List up to five SIMILAR PROJECTS, (one project per page), forwhich services have been SUCCESSFULLY COMPLETED WITHIN THE PAST TEN (10)YEARS, which most closely match the scope of work in this RFP, as identified in similar projectdescription, wherein the proposed Project Manager has performed IN THE SAME CAPACITYwith your firm, or other firms.

LIST THE ONE PROJECT MANAGER ONLY AS INDICATED ON FORM B. Proposers mustexplain and emphasize how each element of the similar project description was performed inconjunction with the project listed.

The Proposer shall ensure that the basic description of the similar project, including all requiredperformance requirements and/or dimensions are identified and that the elements are adequatelyexplained in the text. The description shall document how the particular element was performedin conjunction with the overall project. The mere listing of elements without specific details inthe body of the description will negatively impact the scoring for the project.

In addition, the Proposer should provide a narrative of what skills were used that are similar innature to what is required in the scope of services for this RFP.

FORM D

Proposed Project Manager Name: NEIL AIKENHEAD, P.E..1.Project Name: HOOD ROAD, PHASE 2 FROM OLD ST

AUGUSTINE ROAD TO SHAD ROAD Owner: Jacksonville Electric Authority Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Bradley Collier, Joint Projects Group Manager21 West Church StreetJacksonville FL 32202Phone 904.665.6493 Fax 904.665.5303Email: [email protected]

Project Type B Design or Consulting Fee: $200,000 (Utility Design only) Design or Consulting Completion Date: (month/year) December 2005 Construction Cost: $2,800,000 (Utility Work only) Construction Completion Date 2007 Firm: RCMG/BPA Summary of Work:

The project consisted of the design and construction of approximately 8,500 LF of 20" PVC water mainwithin the Hood Road RightofWay in Jacksonville, Florida. Hood Road is a 3lane through 4lane urbanroadway owned and maintained by the City of Jacksonville. The Hood Road Phase 2 project was part of theeast side improvements included in the overall Better Jacksonville Plan. Mr. Aikenhead managed the project,which as a whole included the development of construction documents for both the roadway and utilityimprovements. The consulting fee and construction costs noted above, as well as the description below of Mr.Aikenhead’s role on the project are relative to the utility improvements included in the project.

1.PRELIMINARY DESIGN SERVICESAs on similar Orange County Utilities projects completed as part of Public Works roadway constructionprojects or FDOT JPA projects, the utility work was designed and constructed as part of the roadwaywidening work for the Hood Road project and, as such, the Preliminary Design was accomplished during theinitial plans preparation efforts and included in the Preliminary Design submittal (50% submittal). Similar toOrange County preliminary design efforts, as part of this Hood Road initial, preliminary design submittal,Mr. Aikenhead oversaw the identification and coordination of potential horizontal and vertical pipe alignmentconflicts with existing utilities, drainage, and other existing roadway features. Mr. Aikenhead also oversawand coordinated the preliminary cost estimate, and the outlining of the permit requirements.

2.FINAL DESIGN SERVICESOversaw development of plans and specifications for phased submittal reviews (50%, 100%, and Final) withJEA and City of Jacksonville. Mr. Aikenhead oversaw and coordinated the submission of Bid Documents andConformed Construction Documents.

3.PERMITTING SERVICESMr. Aikenhead oversaw review of all permit applications and submittal of all permit applications withsupporting documentation as well as coordinating the response to requests for additional information. Permitapplications required for the project included FDEP and JEA Water Distribution Permits along with City ofJacksonville rightofway use permit (part of the roadway project also managed by Mr. Aikenhead).

4.CONSTRUCTION ADMINISTRATION SERVICESMr. Aikenhead oversaw coordination for Bidding the project, which included prebid meeting; responding tobidders requests for clarifications; issuing addendum; preparing bid tabulations; checking bidder references;and recommending award. For the Construction Phase, Mr. Aikenhead oversaw management of theConstruction Administration of the project and oversaw the construction management team’s efforts duringthe construction of the project. Mr. Aikenhead also oversaw the management of the CM team’s review of theContractor's shop drawings, change requests, and applications for payment.

Additionally, Mr. Aikenhead oversaw the review and approval of the final project Record Drawings.

FORM D1


Proposed Project Manager Name: NEIL AIKENHEAD, P.E..2. Project Name: OLD ST. AUGUSTINE ROAD: FROM HOOD

LANDING TO JULINGTON CREEK Owner: Jacksonville Electric Authority Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Bradley Collier, Joint Projects Group Manager21 West Church StreetJacksonville FL 32202Phone 904.665.6493 Fax 904.665.5303Email [email protected]

Project Type A Design or Consulting Fee: $300,000 (Utility Design only) Design or Consulting Completion Date: (month/year) May 2006 Construction Cost: $5,600,000 (Utility Work only) Construction Completion Date 2008 Firm: RCMG/BPA

Summary of Work:The project consisted of the design and construction of approximately 14,000 LF of 24" PVC water mainwithin the Old St. Augustine Rd. RightofWay in Jacksonville, Florida. Old St. Augustine Road is a 5laneurban roadway owned and maintained by the City of Jacksonville. The Old St. Augustine Road project waspart of the east side improvements included in the overall Better Jacksonville Plan. Mr. Aikenhead managedthe project, which as a whole included the development of construction documents for both the roadway andutility improvements. The consulting fee and construction costs noted above, as well as the description belowof Mr. Aikenhead’s role in the project are relative to the utility improvements included in the project.

1.PRELIMINARY DESIGN SERVICESAs on similar Orange County Utilities projects completed as part of Public Works roadway constructionprojects or FDOT JPA projects, the utility work was designed and constructed as part of the roadwaywidening work for the Old St. Augustine Road project and, as such, the Preliminary Design wasaccomplished during the initial plans preparation efforts and included in the Preliminary Design submittal(50% submittal). Similar to Orange County preliminary design efforts, as part of this initial Old St. AugustineRoad preliminary design submittal, Mr. Aikenhead oversaw the identification and coordination of potentialhorizontal and vertical pipe alignment conflicts with existing utilities, drainage, and other existing roadwayfeatures. Mr. Aikenhead also oversaw and coordinated the preliminary cost estimate, and the outlining of thepermit requirements.

2.FINAL DESIGN SERVICESOversaw development of plans and specifications for phased submittal reviews (50%, 100%, and Final) withJEA and City of Jacksonville. Mr. Aikenhead oversaw and coordinated the submission of Bid Documents andConformed Construction Documents.

3.PERMITTING SERVICESMr. Aikenhead oversaw review of all permit applications and submittal of all permit applications withsupporting documentation as well as coordinating the response to requests for additional information. Permitapplications required for the project included FDEP and JEA Water Distribution Permits along with City ofJacksonville rightofway use permit (part of the roadway project also managed by Mr. Aikenhead).

4.CONSTRUCTION ADMINISTRATION SERVICESMr. Aikenhead oversaw coordination for Bidding the project, which included prebid meeting; responding tobidders requests for clarifications; issuing addendum; preparing bid tabulations; checking bidder references;and recommending award. For the Construction Phase, Mr. Aikenhead oversaw management of theConstruction Administration of the project and oversaw the construction management team’s efforts duringthe construction of the project. Mr. Aikenhead also oversaw the management of the CM team’s review of theContractor's shop drawings, change requests, and applications for payment.

Additionally, Mr. Aikenhead oversaw the review and approval of the final project Record Drawings.FORM D2


Proposed Project Manager Name: NEIL AIKENHEAD, P.E..3. Project Name: LONE STAR ROAD: FROM MILL CREEK

ROAD. TO ARLINGTON ROAD Owner: Jacksonville Electric Authority Reference Name, Address, Phone Number, Fax


Project Type B Design or Consulting Fee: $250,000 (Utility Design only) Design or Consulting Completion Date: (month/year) January 2005 Construction Cost: $4,000,000 (Utility Work only) Construction Completion Date 2007 Firm: RCMG/BPASummary of Work:The project consisted of the design and construction of approximately 4,000 LF of 16” PVC water mainwithin the Lone Star Road RightofWay in Jacksonville, Florida. Lone Star Road is a 2lane and 3laneurban roadway owned and maintained by the City of Jacksonville. The Lone Star Road project was part of theeast side improvements included in the overall Better Jacksonville Plan. Mr. Aikenhead managed the project,which as a whole included the development of construction documents for both roadway and utilityimprovements. The consulting fee and construction cost noted above, as well as the description below of Mr.Aikenhead’s role on the project, are relative to the utility improvements included in the project.

1.PRELIMINARY DESIGN SERVICESAs on similar Orange County Utilities projects completed as part of Public Works roadway constructionprojects or FDOT JPA projects, the utility work was designed and constructed as part of the roadwaywidening work for the Lone Star Road project and, as such, the Preliminary Design was accomplished duringthe initial plans preparation efforts and included in the Preliminary Design submittal (50% submittal). Similarto Orange County preliminary design efforts, as part of this initial Lone Star Road preliminary designsubmittal, Mr. Aikenhead oversaw the identification and coordination of potential horizontal and vertical pipealignment conflicts with existing utilities, drainage, and other existing roadway features. Mr. Aikenhead alsooversaw and coordinated the preliminary cost estimate, and the outlining of the permit requirements.

2.FINAL DESIGN SERVICESOversaw development of plans and specifications for phased submittal reviews (100% and Final) with JEAand City of Jacksonville. Oversaw and coordinated the submission of Bid Documents and ConformedConstruction Documents.

3.PERMITTING SERVICESMr. Aikenhead oversaw review of all permit applications and submittal of all permit applications withsupporting documentation as well as coordinating the response to requests for additional information. Permitapplications required for the project included FDEP and JEA Water Distribution Permits along with City ofJacksonville rightofway use permit (part of the roadway project also managed by Mr. Aikenhead)

4.CONSTRUCTION ADMINISTRATION SERVICESMr. Aikenhead oversaw coordination for Bidding the project, which included prebid meeting; responding tobidders requests for clarifications; issuing addendum; preparing bid tabulations; checking bidder references;and recommending award. For the Construction Phase, Mr. Aikenhead oversaw management of theConstruction Administration of the project and oversaw the construction management team’s efforts duringthe construction of the project. Mr. Aikenhead also oversaw the management of the CM team’s review of theContractor’s shop drawings, change requests, and applications for payment.

Additionally, Mr. Aikenhead oversaw the review and approval of the final project Record Drawings

FORM D3


Proposed Project Manager Name: NEIL AIKENHEAD, P.E..4.Project Name: KERNAN BOULEVARD. PHASE 2 FROM

BEACH BOULEVARD TOMcCORMICK/WONDERWOOD EXPRESSWAY

Owner: Jacksonville Electric Authority Reference Name, Address, Phone Number, Fax


Project Type A Design or Consulting Fee: $270,000 (Utility Design only) Design or Consulting Completion Date: (month/year) April 2006 Construction Cost: $4,800,000 (Utility Work only) Construction Completion Date 2007 Firm: RCMG/BPA

Summary of Work:The project consisted of the design and construction of approximately 13,500 LF of 24" PVC water main;6,000 LF of 30" HDPE Horizontal Directionally Drilled water main; 12,500 LF of 30" DIP reclaimed watermain; and 3,300 LF of 30" HDPE Horizontal Directionally Drilled reclaimed water main within the KernanBoulevard. RightofWay in Jacksonville, Florida. Kernan Boulevard is a 6lane divided roadway owned andmaintained by the City of Jacksonville. The Kernan Boulevard Phase 2 project was part of the east sideimprovements included in the overall Better Jacksonville Plan. Mr. Aikenhead managed the project, which asa whole included the development of construction documents for both roadway and utility improvements. Theconsulting fee and construction cost noted above, as well as the description below of Mr. Aikenhead’s role onthe project, are relative to the utility improvements included in the project.

1. PRELIMINARY DESIGN SERVICESAs on similar Orange County Utilities projects completed as part of Public Works roadway constructionprojects or FDOT JPA projects, the utility work was designed and constructed as part of the roadway wideningwork for the Kernan Boulevard Phase 2 project and, as such, the Preliminary Design was accomplished duringthe initial plans preparation efforts and included in the Preliminary Design submittal (50% submittal). Similarto Orange County preliminary design efforts, as part of this initial Kernan Boulevard Phase 2 preliminarydesign submittal, Mr. Aikenhead oversaw the identification and coordination of potential horizontal andvertical pipe alignment conflicts with existing utilities, drainage, and other existing roadway features. Mr.Aikenhead also oversaw and coordinated the preliminary cost estimate, and outlining of permit requirements.

2. FINAL DESIGN SERVICESOversaw development of plans and specifications for phased submittal reviews (50%, 100%, and Final) withJEA and City of Jacksonville. Oversaw and coordinated the submission of Bid Documents and ConformedConstruction Documents.

3. PERMITTING SERVICESMr. Aikenhead oversaw review of all permit applications and submittal of all permit applications withsupporting documentation as well as coordinating the response to requests for additional information. Permitapplications required for the project included FDEP and JEA Water Distribution Permits along with City ofJacksonville rightofway use permit (part of the roadway project also managed by Mr. Aikenhead).

4. CONSTRUCTION ADMINISTRATION SERVICESMr. Aikenhead oversaw coordination for Bidding the project, which included: prebid meeting; responding tobidders requests for clarifications; issuing addendum; preparing bid tabulations; checking bidder references;and recommending award. For the Construction Phase, Mr. Aikenhead oversaw management of theConstruction Administration of the project and oversaw the construction management team’s efforts during theconstruction of the project. Mr. Aikenhead also oversaw the management of the CM team’s review of theContractor's shop drawings, change requests, and applications for payment. Additionally, Mr. Aikenheadoversaw the review and approval of the final project Record Drawings.

FORM D4


Proposed Project Manager Name: NEIL AIKENHEAD, P.E..5 Project Name: KERNAN BOULEVARD PHASE 4 FROM

GLEN KERNAN PARKWAY. TO BEACHBOULEVARD

Owner: Jacksonville Electric Authority Reference Name, Address, Phone Number, Fax


Project Type A Design or Consulting Fee: $150,000 (Utility Design only) Design or Consulting Completion Date: (month/year) May 2008 Construction Cost: $1,500,000 (Utility Work only) Construction Completion Date 2009 Firm: RCMG/BPA

Summary of Work:The project consisted of design and construction of approximately 6,000 LF of 30" DIP reclaimed watermain within the Kernan Boulevard. RightofWay in Jacksonville. Kernan Boulevard is a 6lane urbandivided roadway owned and maintained by the City of Jacksonville. The Kernan Boulevard Phase 4 projectwas part of the east side improvements included in the overall Better Jacksonville Plan. Mr. Aikenheadmanaged the project, which as a whole included the development of construction documents for bothroadway and utility improvements. The consulting fee and construction cost noted above, as well as thedescription below of Mr. Aikenhead’s role on the project, are relative to the utility improvements included inthe project.

1. PRELIMINARY DESIGN SERVICESAs on similar Orange County Utilities projects completed as part of Public Works roadway constructionprojects or FDOT JPA projects, the utility work was designed and constructed as part of the roadwaywidening work for the Kernan Boulevard Phase 4 project and, as such, the Preliminary Design wasaccomplished during the initial plans preparation efforts and included in the Preliminary Design submittal(50% submittal). Similar to Orange County preliminary design efforts, as part of this initial KernanBoulevard phase 4 preliminary design submittal, Mr. Aikenhead oversaw the identification and coordinationof potential horizontal and vertical pipe alignment conflicts with existing utilities, drainage, and otherexisting roadway features. Mr. Aikenhead also oversaw and coordinated the preliminary cost estimate, andthe outlining of the permit requirements.

2. FINAL DESIGN SERVICESOversaw development of plans and specifications for phased submittal reviews (50%, 100%, and Final) withJEA and City of Jacksonville. Oversaw and coordinated the submission of Bid Documents and ConformedConstruction Documents.

3. PERMITTING SERVICESMr. Aikenhead oversaw review of all permit applications and submittal of all permit applications withsupporting documentation as well as coordinating the response to requests for additional information. Permitapplications required for the project included FDEP and JEA Water Distribution Permits along with City ofJacksonville rightofway use permit (part of the roadway project managed by Mr. Aikenhead).

4. CONSTRUCTION ADMINISTRATION SERVICESMr. Aikenhead oversaw coordination for Bidding the project, which included: prebid meeting; respondingto bidders requests for clarifications; issuing addendum; preparing bid tabulations; checking bidderreferences; and recommending award. For the Construction Phase, Mr. Aikenhead oversaw management ofthe Construction Administration of the project and oversaw the construction management team’s effortsduring the construction of the project. Mr. Aikenhead also oversaw the management of the CM team’sreview of the Contractor's shop drawings, change requests and applications for payment.

Additionally, Mr. Aikenhead oversaw the review and approval of the final project Record Drawings.FORM D5


SIMILAR PROJECTS

PROJECT ENGINEER

USING PAGES E1 E5 only List up to five SIMILAR PROJECTS, (one project per page), forwhich services have been SUCCESSFULLY COMPLETED WITHIN THE PAST TEN (10)YEARS, which most closely match the scope of work in this RFP, as identified in similar projectdescription, wherein the proposed project engineer has performed IN THE SAME CAPACITYwith your firm, or other firms.

LIST THE ONE PROJECT ENGINEER ONLY AS INDICATED ON FORM B. Proposers mustexplain and emphasize how each element of the similar project description was performed inconjunction with the project listed.

The Proposer shall ensure that the basic description of the similar project, including all requiredperformance requirements and/or dimensions are identified and that the elements are adequately explainedin the text. The description shall document how the particular element was performed inconjunction with the overall project. The mere listing of elements without specific details in thebody of the description will negatively impact the scoring for the project.

In addition, the Proposer should provide a narrative of what skills were used that are similar innature to what is required in the scope of services for this RFP.

FORM E

Proposed Project Manager Name: BHUSHAN SAWHNEY, P.E.1. Project Name: 48INCH TRANSMISSION MAIN FROM

ATLANTA FULTON COUNTY TREATMENTPLANT TO ROBERTS DRIVE WATER TANKSIN ROSWELL

Owner: Atlanta Fulton County Water Resources Commission Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Sameer Haidari, Manager of ProjectsCity of Atlanta650 Bishop Street NW Atlanta GA 30318Phone 404.557.5184 Fax 404.609.9861Email [email protected]

Project Type A Design or Consulting Fee: $3,400,000 Design or Consulting Completion Date: (month/year) June 1993 Construction Cost: $35,000,000 Construction Completion Date 1996 Firm: WilliamsRussell and Johnson, Inc. Summary of Work:

The project consisted of the construction of approximately 50,000 LF of 48" DIP water main along GAHighway 400 in Fulton County, Georgia. GA Highway 400 is an 8lane road owned and maintained by theGeorgia Department of Transportation. The project included several jack and bore road crossings, as well asa river crossing (Chattahoochee River) using barges and ball joint pipe for the installation along the riverbottom.. The original alignment routed the pipe along Roswell road, however after alignment analysiscompleted in the Preliminary Design phase, the alignment was switched to GA Highway 400 R/W. Of theapproximately 50,000 LF of pipeline, all but the small portion of the pipeline at the plant, tanks and rivercrossing was constructed within the public rightofway (SR GA400). Mr. Sawhney was responsible for themanagement and oversight for the design and production of construction documents (plans, specifications,cost estimates), and responsible for the preparation and submittals of all permit applications. Mr. Sawhneywas also responsible for the construction administration of the project and for the review and approval of thefinal project Record Drawings.

1. PRELIMINARY DESIGN SERVICESCoordinated with Georgia Department of Transportation for possible route alternatives and easements. Aspart of the Preliminary Design Mr. Sawhney completed alternative route analysis to verify conflicts andcrossings and provided route recommendations, and completed preliminary cost estimates.

2. FINAL DESIGN SERVICESCoordinated topographic and boundary survey, parcel legal descriptions and geotechnical investigation forthe project route. Developed plans and specifications for the pipeline installation, details, and specialcrossings, with County reviews at 60%, 90%, and 100% completion. Sitespecific details were developed tocoordinate all roadway and river crossings and termination at the treatment plant and water tanks.

3. PERMITTING SERVICESPrepared and submitted required permit applications, supporting documentation, and response to requests foradditional information for the required permits for construction and operation. The permits included GeorgiaEnvironmental Protection Division (GEPD) Drinking Water Permit and GDOT Utility Permit.

4. CONSTRUCTION ADMINISTRATION SERVICESBidding services included attending prebid meeting; responding to bidders requests for clarifications;issuing addendum; preparing bid tabulation; checking bidder references and preparing the recommendationof award. Construction phase services included conducting the preconstruction meeting and projectprogress meetings; performing periodic site visits; issuing instructions, interpretations and clarifications ofthe construction documents to the contractor; reviewing shop drawing submittals; and conducting thesubstantial completion inspection and final completion inspection. Prepared record drawings and GEPDcertification of construction completion.

FORM E1


Proposed Project Manager Name: BHUSHAN SAWHNEY, P.E.2. Project Name: 54INCH RAW WATER MAIN Owner: Atlanta Fulton County Water Resources Commission Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Michael J Leonard, : Manager Water OperationsCecilwood Water Treatment PlantCity of Roswell GA 30075Phone 770.641.3816 Fax 770.641.3750Email [email protected]

Project Type A Design or Consulting Fee: $375,000 Design or Consulting Completion Date: (month/year) December 1999 Construction Cost: $4,000,000 Construction Completion Date October 2003 Firm: WilliamsRussell and Johnson, Inc. Summary of Work:

The project consisted of the construction of approximately 12,000 LF of 54" DIP raw water main along OldAlabama Road in Fulton County, Georgia. Old Alabama Road is a 3 and 4lane road owned and maintained byFulton County Public Works. The 54" raw water main also traversed a Georgia Power easement and wetlands.The design and construction of the pipeline through the wetlands required undercutting up to 20 feet ofunsuitable soil and replacing the over excavated material with suitable fill. There were several jack and borecrossings of the road. Of the approximately 12,000 LF of pipeline, all but the pipeline constructed across thepower easement and wetland, was constructed within the public rightofway (Old Alabama Road).

Mr. Sawhney was responsible for the management and oversight for the design and production of constructiondocuments (plans, specifications, cost estimates), and responsible for the preparation and submittals of allpermit applications. Mr. Sawhney was also responsible for the construction administration of the project andfor the review and approval of the final project Record Drawings.

1. PRELIMINARY DESIGN SERVICESCoordinated with Atlanta Fulton County Public Works for possible route alternatives and easements. As partof the Preliminary Design Mr. Sawhney completed alternative route analysis to verify conflicts and crossingsand provided route recommendations, and completed preliminary cost estimates.

2. FINAL DESIGN SERVICESCoordinated topographic and boundary survey, and geotechnical investigation for the project route. Developedplans and specifications with County reviews at 60%, 90%, and 100% completion. Site specific details weredeveloped to coordinate all roadway, wetland, and power easement crossings. Coordinated the use of CountyFire Station properties for construction of surge control facilities to eliminate the need for buying property inorder to protect existing surge control tanks.

3. PERMITTING SERVICESPrepared and submitted required permit applications, supporting documentation, and response to requests foradditional information for the required permits for construction and operation. The permits included GeorgiaEnvironmental Protection Division (GEPD) Drinking Water Permit and Atlanta Fulton County RightofWayUse Permit.

4. CONSTRUCTION ADMINISTRATION SERVICESBidding services included attending prebid meeting; responding to bidders requests for clarifications; issuingaddendum; preparing bid tabulation; checking bidder references and preparing the recommendation of award.Construction phase services included conducting the preconstruction meeting and project progress meetings;performing periodic site visits; issuing instructions, interpretations and clarifications of the constructiondocuments to the contractor; reviewing shop drawing submittals; and conducting the substantial completioninspection and final completion inspection. Prepared record drawings and GEPD certification of constructioncompletion.

FORM E2


Proposed Project Manager Name: BHUSHAN SAWHNEY, P.E.3. Project Name: OLD ALABAMA ROAD WATER MAIN Owner: AtlantaFulton County Water Resources Commission Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Michael J Leonard, : Manager Water OperationsCecilwood Water Treatment PlantCity of Roswell GA 30075Phone 770.641.3816 Fax 770.641.3750Email [email protected]

Project Type B Design or Consulting Fee: $228,000 Design or Consulting Completion Date: (month/year) April 1998 Construction Cost: $2,520,000 Construction Completion Date September 2000 Firm: WilliamsRussell and Johnson, Inc.

Summary of Work:The project consisted of the construction of approximately 18,000 LF of 12" PVC water main in FultonCounty, Georgia. The project was constructed for the AtlantaFulton County Water Resources Commissionon Old Alabama Road. Old Alabama Road is a 3 and 4lane rural road owned and maintained by FultonCounty. The project included several jack and bore crossings of the 12inch and pipe in steel casing underthe roadway.

Mr. Sawhney was responsible for the management and oversight for the design and production ofconstruction documents (plans, specifications, cost estimates), and responsible for the preparation andsubmittals of all permit applications. Mr. Sawhney was also responsible for the construction administrationof the project and for the review and approval of the final project Record Drawings.


2. FINAL DESIGN SERVICESCoordinated topographic and boundary survey, and geotechnical investigation for the project route.Developed plans and specifications with County reviews at 60%, 90%, and 100% completion. Sitespecificdetails were developed to coordinate all roadway crossings and connections with existing mains.

3. PERMITTING SERVICESPrepared and submitted required permit applications, supporting documentation, and response to requests foradditional information for the required permits for construction and operation. The permits included GeorgiaEnvironmental Protection Division (GEPD) Drinking Water Permit and Atlanta Fulton County RightofWayUse Permits.


FORM E3


Proposed Project Manager Name: BHUSHAN SAWHNEY, P.E.4. Project Name: HOLCOMBE BRIDGE ROAD WATER MAIN Owner: AtlantaFulton County Water Resources Commission Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Michael J Leonard, Manager Water OperationsCecilwood Water Treatment PlantCity of Roswell GA 30075Phone 770.641.3816 Fax 770.641.3750Email [email protected]

Project Type A Design or Consulting Fee: $380,000 Design or Consulting Completion Date: (month/year) April 1998 Construction Cost: $4,200,000 Construction Completion Date September 2000 Firm: WilliamsRussell and Johnson, Inc.

Summary of Work:The project consisted of the construction of approximately 12,000 LF of 24" PVC water main in FultonCounty, Georgia. The project was constructed for the AtlantaFulton County Water Resources Commissionon Holcombe Bridge Road. Holcomb Bridge Road is a 4lane roadway owned and maintained by FultonCounty. The project included several jack and bore crossings of the 24inch pipe in steel casing under theroad.



2. FINAL DESIGN SERVICESCoordinated topographic and boundary survey, and geotechnical investigation for the project route.Developed plans and specifications with County reviews at 60%, 90%, and 100% completion. Sitespecificdetails were developed to coordinate all roadway crossings and connections with existing mains.

3. PERMITTING SERVICESPrepared and submitted required permit applications, supporting documentation, and response to requests foradditional information for the required permits for construction and operation. The permits included GeorgiaEnvironmental Protection Division (GEPD) Drinking Water Permit and Atlanta Fulton County RightofWayUse Permits.


FORM E4


Proposed Project Manager Name: BHUSHAN SAWHNEY, P.E.5. Project Name: VIRGINIA HIGHLANDS WATER MAIN

REPLACEMENTS Owner: City of Atlanta, Department of Watershed Management Reference Name, Address, Phone Number, Fax

Number, Email Address:Mr. Sameer Haidari, Manager of ProjectsCity of Atlanta650 Bishop Street NW Atlanta GA 30318Phone 404.557.5184 Fax [email protected]

Project Type B Design or Consulting Fee: $2,100,000 Design or Consulting Completion Date: (month/year) September 2005 Construction Cost: $22,300,000 Construction Completion Date March 2008 Firm: Brindley Pieters & Associates, Inc.

Summary of Work:The project consisted of the construction of approximately 110,000 LF of 6" through 12" DIP water mainsalong 64 neighborhood City streets in Atlanta, Georgia. The project included the design and construction for101,000 LF of 6" and 8" water mains and 9,000 LF of 12" water mains. The project was completed for theCity of Atlanta, Department of Watershed Management.


1. PRELIMINARY DESIGN SERVICESCoordinated with City of Atlanta Public Works for possible route alternatives and easements. As part of thePreliminary Design Mr. Sawhney completed alternative route analysis to verify conflicts and crossings andprovided route recommendations, and completed preliminary cost estimates.

2. FINAL DESIGN SERVICESCoordinated topographic and boundary survey, and geotechnical investigation for the project route.Developed plans and specifications with County reviews at 60%, 90%, and 100% completion. Site specificdetails were developed to coordinate all roadway crossings and conflict resolutions as well as connections toexisting mains.

3. PERMITTING SERVICESPrepared and submitted required permit applications, supporting documentation, and response to requests foradditional information for the required permits for construction and operation. The permits included GeorgiaEnvironmental Protection Division (GEPD) Drinking Water Permit and City of Atlanta RightofWay UsePermits.


FORM E5


FORM F

SKILLS AND EXPERIENCE OF THE PROJECT TEAM

Using a maximum of three pages, 8 1/2" X 11", labeled “Form F1” through “Form F3”describe the experience of the entire project team as it relates to this project. Title the first page“Skills and Experience of the Project Team” and label each page as described above. Include theexperience of the prime CONSULTANT as well as other members of the project team; i.e.,additional personnel, subconsultants, branch offices, team members, and other resourcesanticipated to be utilized for this project. Name specific projects (successfully completedwithin the past ten years) where the team members have performed similar projects previously.

Specifically identify the management plan. The management plan shall describe, at a minimum,the Proposer’s basic approach to the management of the project, to include reporting hierarchyof staff and subconsultants, clarify the individual(s) responsible for the coordination of theseparate components of the scope of work and describe the quality assurance/quality controlplan. Provide an organizational chart for the team and label as “Form F4”; the organizationalchart will be in addition to the three page maximum.

Revised 11/8/02 FORM F


RESPONSIBLE OFFICEFor this contract, Brindley Pieters and Associates' (BPA) Orange County office in Maitland, Florida will beresponsible for the management of the project, and will provide the backing companywide of over 50 engineersand support staff for the project.

PROJECT MANAGEMENT PLANBPA is excited and well prepared to undertake the challenges of this engineering contract based on the firm andstaff’s successful track record on previous Orange County Projects. The underlying reasons behind this successare the wideranging capabilities of our staff, our understanding of key issues gained by experience on similarprojects, and a detailed Management Plan that systematically breaks down and monitors personnelassignments on a task by task basis.

BPA utilizes a Management Plan, which fully describes the organization and responsibilities of each teammember. We strongly believe in periodic team meetings with County staff to coordinate project details andaddress key issues. Additional meetings will be held with our subconsultants to monitor their efforts and assuredeliverables are progressing satisfactorily.

All project tasks will be integrated into a Standard Project Schedule using MS Project and will be updatedmonthly to illustrate the status of various project activities. A copy of the updated schedule will accompany ourmonthly progress reports to the County's PM.

Key elements of our Management Plan include a detailed Project Control Plan and Quality Assurance Planthat not only describes the critical checkpoints during the course of the project, but also the assigned reviewer.

PROJECT CONTROL PLAN AND QUALITY ASSURANCE PLAN (QA/QC). For this project, BPA willprepare a project specific, detailed Project Control Plan and Quality Assurance/Quality Control (QA/QC)Plan to govern our design and production activities. The purpose of the Project Control Plan is to identifyproject tasks, schedule, responsibilities, and any special information and/or considerations. In addition, the planalso establishes the organization structure for the project including lines of communications, documentation,and production procedures such as plan checks, filing system and weekly inhouse production meetings.Furthermore, the work plan identifies each of the project deliverables and related tasks, the responsibleindividuals, and the schedule for completion of each of these tasks. The QA/QC Plan interfaces with the workplan to provide detailed peer reviews at each milestone of the project with particular attention to Countystandards and criteria. A key part of the BPA QA/QC Plan will be to have individuals review the work of theother QA/QC member as an independent check before being transmitted to the County.

TEAM AND FIRM EXPERIENCEBPA has strong experience on pipeline design projects similar to this assignment. BPA has completed numerousassignments for Orange County, including the Riverside Acres 4th Addition Water Main project, West RiversideAcres Water Main Project, the Eastern Regional Raw Water Main project, the Eastern and Western RegionalWater Supply Facilities Expansions, and the Southern Regional Water Supply Facility. Each of these projectsprovides direct, relative experience, which can be immediately applied to the expected challenges on thisengineering assignment.

PROJECT TEAM. Our Management Plan is focused on our Project Manager, our Project Engineer, and oursupport staff to provide the necessary administrative controls, and technical direction and design experience forthis assignment. To complement and support the Project Manager and Project Engineer, BPA has assembled anoutstanding team of professionals drawn from our offices to address the technical requirements of this projectand the coordination with other agencies for the project. In addition, our Team includes outside subconsultantspecializing in survey, environmental permitting, electrical engineering, and geotechnical engineering. ThisTeam is described below.

FORM F1


Leading the daytoday management of this project will be Neil Aikenhead, PE, who will serve as ProjectManager. His 38 years of management, planning and design experience on the similar utility and roadwayprojects in public rightofways will prove particularly valuable in guiding our team and coordinating thealignment analysis, conflict resolution, and coordination with Orange County Public Works, OrlandoOrangeCounty Expressway Authority, FDOT, and the other utility agencies. Mr. Aikenhead’s approach to themanagement of the project will be similar to his approach for the five projects listed on pages D1 through D5.He will initiate the project scope and fee negotiations, negotiate manhours and scope elements, produceschedules, establish guidelines and schedules for project meetings, project coordination, oversee and approvepreliminary engineering alignment choices and cost estimates, oversee production of construction documentsand phased submittals, and provide project management for the construction administration of the project.

Bhushan Sawhney, PE, is our Project Engineer and will serve as the focal point for the technical direction andproduction efforts of our team. Mr. Sawhney brings over 25 years of experience in a variety of utility designprojects. These previous projects include many of the same critical elements that are present in the InternationalDrive Force Main Improvements Project. As on this International Drive project, Mr. Sawhney designedsolutions for pipe installations on projects with rightofway constraints, separation of utilities constraints,roadway agency (DOT, County Public Works) permitting, jack and bore and horizontal directional drilledcrossings, wetland restraints, and large diameter pipe connections.

PROPOSED PROJECT STAFF. BPA has assembled an outstanding team of seasoned design professionalswith extensive Orange County and municipal experience (see Organization Chart on page F4). Theseindividuals are highly motivated and committed to delivering an outstanding project to the County. BPA hasassigned Randy Augat and Tan Qu, P.E., to be responsible for the Utility Design elements of this project. Mr.Augat, with 23 years of experience, will serve as the design lead for pipeline alignment and all designcoordination with agencies and other utilities. Mr. Augat’s background includes numerous Orange Countyprojects including the International Drive Force Main Replacement Project from Westwood Boulevard to LittleLake Bryan that preceded this project. Mr. Augat worked on the previous International Drive project thatincluded the successful design of the 30inch PVC force main with bypass piping as well as the development ofdetails and directions for the sliplining of the existing 30inch DIP force main with HDPE pipe for theconversion to a Reclaimed Water Main. His additional Orange County Utilities projects include McCullochRoad Water Main Replacement Project, Curry Ford Road/E14 Canal Force Main Replacement Project,Hiawassee Road Force Main Replacement Project, Votaw Road Water Main Replacement Project, McCormickRoad Water Main Project, Southern Regional Water Supply Project, and the Eastern and Western RegionalWater Supply Facilities.

Mr. Qu brings over eleven years of experience on such projects as Orange County Southern Regional WaterSupply Facility, Conserv II Master Pump Station, and the Orlando Utility Commission Project RENEWReclaimed Water Main project.

Utility Coordination activities will be undertaken by William A. McGhee and Patricia Dickerson. Mr.McGhee brings over 40 years of experience in roadway design and FDOT utility relocation coordination. Ms.Dickerson has over 9 years of experience, including Utility Coordination, Roadway Design and Permitting andthe point of contact for BPA's continuing contract with FDOT for Utility Coordination.

BPA has assigned Thomas Smith, P.E., and Jack Loyer to provide OOCEA and FDOT Coordination for thisassignment. Mr. Smith with 37 years experience and Mr. Loyer has over 30 years experience on highway designprojects and both have extensive experience in designing and coordinating roadway projects with OOCEA andFDOT.

FORM F2


Peter Acel, P.E. will serve as the structural engineer for any needed structural requirements for placing PumpStation #3624 out of service. Mr. Acel has over 32 years of experience on structures, pump stations, andwastewater facilities. Mr. Acel’s previous design experience on Orange County projects includes the SouthernRegional Water Supply Facility and he is currently providing structural engineering for the Northwest WaterReclamation Facility Operations and Maintenance Building Hurricane Hardening and the NWRF Phase IIIexpansion.

BPA has assembled two outstanding of senior professionals to perform the quality control and quality assuranceefforts associated with this project. Wesley Barnes, P.E., with over 30 years experience, will be joined by JohnNemethy, P.E. with over 40 years experience, to lead the quality control efforts and provide crosschecks of theQA/QC process and design reviews.

SUBCONSULTANTS

Antillean Engineering will provide geotechnical investigations and soils information under the direction ofPeter Suah, P.E. Mr. Suah has over 20 years experience on numerous Orange County assignments. AntillianEngineering projects completed for Orange County include Eastern Regional Water System Phase I and IIexpansions, Holden Heights Infrastructure Improvements, GINN Master Pump Station, and numerous othergeotechnical engineering assignments on utility installation projects.

Electrical Design Associates (EDA) will provide electrical engineering for placing Pump Station #3624 out ofservice. Ms. Lillian Reyes has 10 years experience providing electrical engineering services to Orange Countyon a variety of pump station construction and rehabilitation projects and including work at the Northwest WaterReclamation Facility Phase III expansion.

Environmental Management and Design, Inc.(EMD) will provide environmental services for wetlandidentification, classification, and permitting for the project at Pump Station #3624, the connection to PumpStation #3597, and the pipeline installation at International Drive. Ms. Kathy Hale has over 37 yearsexperience with environmental projects in Florida. Elizabeth Baker has over 20 years experience on wetlanddelineation. EMD has extensive experience in wetland delineation and permitting in Orange County includingBoggy Creek Road Widening, TaftVineland Road, Woodbury Road Extension, All American Boulevard, JohnYoung Parkway Widening, and numerous other projects.

Apex Engineering will provide the rightofway mapping. Russell Brach, P.M.S. has 19 years of surveyingexperience including numerous Orange County projects as well as numerous Utility projects throughout theState. Apex Engineering’s experience on Orange county projects, which are directly related to this InternationalDrive force main project include the following.• Topographic Survey, International Drive from Westwood Boulevard to Little Lake Bryan Parkway.

Replacement of an existing wastewater force main approximately 8700 FL. The project was completed in2006. The International Drive Force Main project (Y9813PH) is an extension of this project starting at LittleLake Bryan Parkway.

• Topographic Survey, State Road 535 from World Center Drive to Poinciana Boulevard. Extension of areclaimed water main approximately 4000 LF. This project was completed in 2007. The International Driveproject (Y9813PH) intersects this project at State Road 535.

• Topographic Survey, Southern Service Area, Eastern Service Area Transmission Main. Installation of apotable water main approximately 22,000 LF. This project was completed in 2007. The International Driveproject (Y9813PH) intersects International Drive at World Center Drive (SR 536).

• Sketch and Description, Pump Station #3597 at northwest corner of State Rod 535 and World Center Drive.Sketch and description for a construction easement adjoining pump station #3597. This project is presentlybeing completed. The International Drive project (Y98130PH) ends at this pump station.

FORM F3

LegendBPA Brindley Pieters & Associates, Inc. (Prime Consultant)SubconsultantsApex Apex Engineering, Inc.EMD Environmental Management & Design, Inc.Antillian Antillian Engineering Associates, Inc.EDA Electrical Design Associates, Inc.

O R G A N I Z A T I O N A L C H A R T

FORM F4

ORANGE COUNTYPROJECT MANAGER

Elizabeth O’Reilly

QUALITY CONTROL/QUALITY ASSURANCE

BPA

Wesley Barnes, PEJohn Nemethy, PE

PRINCIPAL IN CHARGE

BPA

Brindley Pieters, PE

PROJECT MANAGER

BPA

Neil Aikenhead, PE

PROJECT ENGINEER

BPA

Bhushan Sawhney, PE

UTILITYENGINEERING

BPA

Randy AugatTan Qu, Ph.D., PE

SURVEY(WITH SUE)

APEX

Russell Brach, PSM

STRUCTURALDESIGN

BPA

Peter Acel, PE

ENVIRONMENTAL

EMD

Kathy HaleElizabeth Barker

GEOTECHNICAL

ANTILLIAN

Peter Suah, PE

ELECTRICAL

EDA

Lillian Reyes, PE

UTILITYCOORDINATION

BPA

William A. McGheePatricia Dickerson

AGENCYCOORDINATION

(PUBLICWORKS/OOCEA/FDOT)

BPA

Thomas Smith, PEJack Loyer

PROJECT SCOPE, APPROACH AND UNDERSTANDING

Using a maximum of five pages, 8 " x 11", labeled “Form H1” through “Form H5”,delineate your firm's understanding of the project scope and approach or approaches tosuccessful completion, specialized skills available, special considerations and possibledifficulties in completing the project as specified. Describe alternate approaches to theproject, if applicable. Title the first page “Project Scope, Approach and Understanding” andlabel each page as described above.

Revised 11/8/02 FORM H


The Brindley Pieters & Associates, Inc. (BPA) Project Team has carefully reviewed the Scope of Servicescontained in RFP #Y9813PH. BPA Team members attended the preproposal conference to increase ourunderstanding of the project scope and services. Team members have visited the project location on severaloccasions to develop a plan that includes project scope and project approach and understanding. BPA'sapproach to successfully complete the project incorporates milestones such as preliminary engineering, finaldesign, permitting, construction phasing and construction administration, and incorporates our understanding ofOrange County Utility Department projects based on our firm and staff’s successful work on many OrangeCounty Wastewater, Potable Water, and Reclaimed Water projects; and the experience of members of ourstaff preparing the design and construction documents for the similar force main rehabilitation project onInternational Drive International Drive Force Main Replacement Project from Westwood Boulevard toLittle Lake Bryan, Parkway, which preceded this International Drive force main replacement project.PROJECT UNDERSTANDINGThe purpose of the project is to replace an existing ductile iron force main which is deteriorated and at risk offailure. Additionally, as part of the force main replacement, the existing force main shall be evaluated forpossible conversion to a reclaimed water main. The proposed utilities construction documents shall meet therequirements of Orange County Utilities Manual of Standards and Specifications for Wastewater and WaterMain construction including Appendix D (List of Approved Products).

The overall project consists of the following:

1. Replacing approximately 15,000 feet of 20inch, 24inch, and 30inch H2S deteriorated DIP force main withsimilarly sized PVC or HDPE pipe.

2. Evaluating the existing deteriorated force main piping for possible conversion to reclaimed watertransmission main to provide additional reuse capacity in the Southern Service Area (SSA).

3. Connecting existing ancillary force mains to the new force main while maintaining service to all existingutilities customers.

4. Remove existing Pump Station #3624 (W.E.D.S.) Pump Station from service.5. Prepare innovative construction techniques to minimize impacts to pedestrian and vehicular traffic during

installation.

Members of our Project Team completed field visits of the project area and have worked on similar section ofthe International Drive force main. The existing DIP force main is in need of replacement and has beenidentified as one of the priority areas in the Orange County Utilities Water, Wastewater, and Reclaimed WaterMaster Plan. The DIP pipe has deteriorated along the top half of the pipe due to H2S accumulation above thefluid levels flowing in the pipe. The pipe coating of the existing DIP pipe is unknown (possibly coal tar epoxy)but it has proved inadequate. Based on experience from the International Drive force main replacement projectfrom Westwood Boulevard to Little Lake Bryan Parkway, the smaller ancillary sewer system pipes connectingto the large diameter pipe appear to be in generally good condition and will not require replacement. Theexisting DIP water mains are on the opposite side of both International Drive and World Center Drive from theforce main and should not present any significant conflicts with the force main installation. Potential conflictswith existing water main crossings will need to be avoided. The existing 12inch PVC reclaimed water main isinstalled in the International Drive grass median. Connecting the existing RWM to the proposed replacementreclaimed water main will be required.

The project scope includes coordinating work at two older existing Pump Stations. Pump Station #3624 will beplaced out of service as part of this project and existing flows from the station bypassed to the new force mainpiping. Pump Station #3597 will be rehabilitated as part of another Orange County project and existing forcemain pipe connections to the pump station will be rerouted to the new force main piping in this project. Theexisting roadways in the project area (International Drive, World Center Drive (SR 536) and SR 535) do notneed any significant repairs to pavement, curb and gutter or sidewalks. The project area is served byunderground utilities including electric, phone and cable television. There are existing OUC maintainedroadway light poles along the entire length of the project on International Drive and World Center Drive.

FORM H1

PROJECT SCOPE, APPROACH AND UNDERSTANDINGCRITICAL ISSUES

Orange County Utilities Department staff has been dealing with line breaks, collapsed pipe and other pipefailures on the International Drive force main for several years. The internal corrosion of the DIP force mainsystems requires the replacement of the existing pipe. In addition, future increased flows from areadevelopments will also require adequate reclaimed water main pipe capacity in the area. This force mainrehabilitation and reclaimed water main pipeline conversion project will require careful coordination with theplanned construction of several large diameter reclaimed water mains along World Center Drive (SR 536) andSR 535 as well as the planned rehabilitation of Pump Station #3597. BPA has identified several critical issuesfor the project identified from field visits, review of the Orange County Water, Wastewater, and ReclaimedWater Master Plan, and review of the Orange County Utilities current CIP program.

1. EXISTING AND PROPOSED UTILITIES: The existing utilities are constructed both within and in aneasement adjacent to the International Drive and World Center Drive rightofways. The water, reclaimedwater, and wastewater systems, along with some fiber optic telephone and cable television systems, are withinthe existing rightofway. For the most part, the existing telephone and cable television underground system andthe existing underground electric duct bank are in a separate utility easement adjacent to the rightofways.Identification of these existing utilities and verification of their location in the easements or rightofways willbe critical to minimize conflicts. Connections to the existing ancillary force mains will require bypass piping inorder to maintain service to the existing private systems. Connections to the existing reclaimed water mainscrossing International Drive will require either open cutting the roadway with related Maintenance of Trafficrequirements or, based on cost and scheduling, the installation of new Horizontal Directionally Drilled HDPERWM pipe under the southbound lanes to make the connection to the 12inch RWM at the center median. Thereplacement of the force main piping will require maintaining dual parallel pipelines within the rightofway.On International Drive, due to the narrow rightofway area behind the curb and gutter and the existing forcemain and storm sewer piping in this narrow area, the replacement force main piping will most likely need to beinstalled in the outside southbound lane. An alternative alignment would be to install the force main in thecenter median if there is room available between the existing telephone ductbank and the existing reclaimedwater main. This option will require review and location verification prior to consideration. The construction ofthe force main in the travel and turn lanes or in the median will require extensive coordination with OrangeCounty Public Works and careful coordination with the Convention Center schedule of events. The existingutilities on World Center Drive (SR 536) and SR 535 are consistent with the utilities on International Drive. Thelimited area between curb and gutter and rightofway on World Center Drive will require the installation of thenew force main either just adjacent to the existing force main under the sidewalk on the north side of theroadway if space is available; in the westbound outside lane (very difficult permit to procure from FDOT), or,with proper coordination with the proposed 36inch water main installation current under design, and ifseparation requirements can be maintained, on the south side of World Center Drive under the sidewalk. Theexisting utilities as well as those potential conflict points on the project identified in the early site and asbuiltdata reviews will be located by survey, coordinated with the Utility Owner and verified by subsurface utilityexcavation. These potential conflict points will be evaluated and each solution to resolve the conflict reviewedfor constructability, cost, maintenance of traffic, and permitting restrictions (Horizontal Direction Drill depthrequirements, jack and bore setback limits, and jacking/receiving pit locations. There are proposed utilitiescurrently under design which will be constructed in the project corridor and include a 20inch reclaimed watermain along World Center Drive, a 12inch reclaimed water main along SR 535, and the rehabilitation of PumpStation #3597. Careful coordination with each of these projects will occur throughout the design in order toconnect the proposed reclaimed water main for this project to the reclaimed water mains currently under design,and to connect the proposed force main to the system designed for the rehabilitated Pump Station #3597.

2. MAINTENANCE OF TRAFFIC: Maintenance of traffic within the project areas must be consideredalong every street and at each intersection and driveway. Special attention must be given to primary accesspoints and streets and driveways where replacement of pipe systems will occur. This is critical whenconsidering emergency fire, ambulance and police vehicles, trash collection, mail delivery, and bus pickupsand dropoffs. In areas where there are existing sidewalks, pedestrian traffic must be considered to ensuresafety.

FORM H2


Thoughtful phasing of the construction, and limiting disturbed areas will minimize adverse traffic impacts. Thegeneral notes on the construction plans will require the contractor to close all open excavations at the end ofeach day. The Contractor will be required to coordinate his schedule with major Convention Center events(such as Homebuilders Convention) to ensure that no disruption of required capacity occurs due to constructionof the force main. Notes directing the Contractor to maintain traffic during critical dates will be included on theconstruction documents. These dates will be coordinated by the design team with Orange County Public Worksand the Convention Center. The existing Orange County Fire Station (Fire Station 56) will require emergencyvehicle ingress and egress at all times. The maintenance of traffic issues on World Center Drive and SR 535will be coordinated with FDOT and the OrlandoOrange County Expressway Authority as part of the requiredUtility Permit for the work in FDOT or OOCEA RightofWay. These Maintenance of Traffic plans will detailMOT requirements that meet FDOT Design Standards and MUTCD requirements.3. DRAINAGE AND STORMWATER RUNOFF: In general, the roadway drainage within the projectareas is collected through curb or area inlets and transported through stormwater pipes to discharge outfalls.This will require the contractor to implement and maintain extensive erosion and sedimentation control. Theexisting drainage system on International Drive and World Center Drive is a closed drainage system with inletsand pipes requiring careful review of pipe inverts and the location of all trunk lines adjacent to the proposedforce main. There is a large existing box culvert crossing World Center Drive that will require closeconsideration of the vertical alignment of the proposed force main, and a large diameter cross drain crossingInternational Drive requiring similar analysis.4. PERMITTING: In addition to the FDEP Domestic Wastewater Construction Permit, the proposed forcemain construction on World Center Drive and SR 535 will require Utility Permits issued by the OrlandoOrangeCounty Expressway Authority and the Florida Department of Transportation. The two agencies use similarpermit applications and have similar requirements for issuing permits for utility installations in their rightofways. There are existing wetlands adjacent to International Drive, World Center Drive, and SR 535 that willrequire delineation and SFWMD issued wetland crossing permits, depending on wetland limits and proposedpipeline alignment. Adjacent to the two Pump Stations included in the project (Pump Stations #3624 and#3597), there are wetlands, which will also require wetland permits for placing the Pump Station our of service(Pump Station #3624) and the force main crossing to connect to the rehabilitated Pump Station #3597. Thesewetland permits are required for work on or under wetlands and will require an early identification of thewetland limits and classification of wetlands.

PROJECT SCOPE AND APPROACHTEAM COORDINATION AND PROJECT INITIATION: BPA's Project Team has been chosen based onknowledge and expertise. Team members have developed an excellent working relationship with each other andCounty Staff.. BPA's Project Manager will routinely and effectively coordinate and communicate with all teammembers. Project scope input will be received from the Team Members and innovative/alternative approachesto completing the project will be considered. Utilizing a County approved format, BPA's Project Manager willprepare a proposal identifying the project scope of services (including manhours of the prime consultant andsubconsultants), cost of services, method of compensation, and completion schedule and will meet with OCU'sProject Manager to discuss each proposal phase to meet the needs of the project. Preliminary Engineeringphases will begin after receipt of the Purchase Order.

1. COORDINATING WITH PUBLIC WORKS DEPARTMENT, ORLANDOORANGECOUNTY EXPRESSWAY AUTHORITY (OOCEA), FLORIDA DEPARTMENT OFTRANSPORTATION (FDOT) AND/OR THEIR CONSULTANTS: BPA's Project Team will meetearly with Public Works, OOCEA and FDOT to immediately begin coordination on Maintenance of Trafficissues, permits, and pipe alignment within Orange County, OOCEA, and FDOT rightofways. Both OOCEAand FDOT will require Utility Permit applications for the work on World Center Drive (SR 536/SR 417Expressway Ramp) and SR 535. These permits require contacts with all other Utility Owners in the corridor,demonstrated conflict resolutions, meeting setback and clearance requirements, and detailed Maintenance ofTraffic direction to the Contractor. BPA is very experienced with utility coordination (we are one of threeFDOT District 5 Utility Relocation Coordinating Continuing Consultants) and we will utilize our extensive

FORM H3


contacts with the other Utility Agencies in the project corridor, and OOCEA/FDOT staff and consultants tobegin the coordination and permit application as soon as possible after Preliminary Design and agreement ofpipeline alignments.2. EVALUATION OF ALL EXISTING UTILITIES AND OCU MASTER PLAN: BPA willimmediately begin coordination of connections and tieins to the proposed OCU wastewater and reclaimedwater facilities currently under design within and adjacent to the project corridor. The proposed 20inchreclaimed water main under design along the SR 417 Central Florida GreeneWay and ramps will terminate atthe World Center Drive (SR 536) and International Drive intersection. This main should be interconnected withthe 24inch reclaimed water main (converted force main) proposed for this project. Coordination with theWoolpert Design Team (the SR 417 reclaimed water main design consultant) and OCU Project Managers willprovide the correct detailed approach to providing the design for the reclaimed water main crossing of WorldCenter Drive and connection of the two systems. The proposed 12inch reclaimed water main under designalong SR 535 south of World Center Drive (SR 536) should also be interconnected to the proposed 20inchreclaimed water main (converted force main) proposed for this project. Coordination with the Woolpert DesignTeam (the SR 535 reclaimed water main design consultant) and OCU Project Managers will provide the correctdetailed approach to the alignment, World Center Drive crossing, and connections between the two reclaimedwater main systems. The proposed Master Pump Station #3597 rehabilitation under design at the northwestcorner of the SR 535/World Center Drive intersection will be the terminus point for the proposed force maindesign in this International Drive project. Coordination with the Black & Veatch Design Team (the PumpStation #3597 design consultant) and OCU Project Managers will provide the correct force main alignment andconnection point at the rehabilitated Pump Station. The existing water, wastewater, and reclaimed watersystems, and all adjacent proposed system improvements described in the Orange County Utilities Master Planand CIP Program will be reviewed with OCU Project Manager to identify those system improvements, whichcould be included in the International Drive Force Main project with careful consideration of budget andscheduling constraints.3. PRELIMINARY ENGINEERING: This phase of the project is critical because it generates detaileddata used to evaluate the existing wastewater systems, and pumping stations and to formulate recommendationsto replace and place out of service these facilities. The Preliminary Engineering phase will begin with a meetingbetween our Project Manager and Project Engineer, OCU's Project Manager, and other Team and County Staffto discuss contract requirements, schedules, reporting requirements and communication lines for all projectareas. Our Project Team will compile existing information, and will make initial detailed field investigations todefine a preliminary construction alignment. Further field investigations will review the proposed alignment forconflicts with utilities and landscaping. Adjustment to the preliminary alignment will be made to minimizeconflicts. After reviewing and identifying permitting requirements for replacement of the wastewater systems(pipe and pump station), OOCEA and FDOT Utility Permits and Wetland Permit, a PDM will be prepared. At aminimum, the PDM will summarize the data included in the system evaluation and include Drawings showingthe proposed pipe alignment, pipe sizes and potential conflicts/impacts with other utilities, trees, andlandscaping. Alternative construction methods will be discussed and final recommendations will be presentedalong with the preliminary estimate of probable construction costs. The PDM will identify critical issuesneeding special attention during Design and Construction. These may include survey control for rightofways,temporary construction easement, or permanent easements, high groundwater levels, MOT, safety, and anyspecial erosion/sedimentation control. A draft PDM will be submitted and after the review meeting, final PDMaddressing review comments will be submitted. Preliminary Engineering for the wastewater facilities (pumpstations and force mains) will be comprehensive. BPA will compile a checklist of existing data and complete asearch of the County's public records as part of our evaluation of the condition and locations of the existingfacilities. The published data will be backchecked by field investigations and inventories of the force mainsand pump stations. The inventory will include locations, lengths, sizes, type of pipe, and observed conditions ofthe force main systems. Pump stations will be inventoried for location, type, capacity, pumps, valves andobserved physical condition. Available existing GIS information will be compared against the field observationsand corrections recorded. BPA will develop recommendations for the project and meetings will be held with theCounty to review the draft PDM and define the remaining phases of the project.

FORM H4


4. SURVEYING AND GEOTECHNICAL INVESTIGATIONS: Topographic surveys will be providedwith surveying services including cross sections for plan/profile sheets, rightofway and easementidentification, and locating and verifying vertically and horizontally underground utilities. The existing utilitiesare all underground and require vacuum excavation to verify their exact location. Proposed connection pointsbetween existing and proposed facilities will be verified as well as other potential conflict points. Soil boringswill be required in the areas of proposed force main construction.5. DESIGN AND PREPARATION OF CONSTRUCTION DOCUMENTS: The BPA Team willprepare the Contract Drawings, Specifications, Final Opinion of Construction Costs and Bid Documents per theCounty's Purchasing requirements for advertisement and bid of the Project. Our design will be based on theOrange County Utilities Standards and Construction Specifications Manual. Phased submittals to the OCUProject Manager will occur at 60%, 90%, and 100% completion. Prior to the County's review, the BPA Teamwill provide a Quality Assurance/Quality Control (QA/QC) review. BPA uses QA/QC procedures, whichinclude checklists and control stamps and will integrate Orange County's Technical Review Check List. TheBPA Team will meet with the Project Manager after each submittal to review the Design and propose revisions.After approval of the 90% submittal, the Team will prepare the 100% (Final) Construction Documents.6. PERMITTING: BPA will prepare permit applications as required by regulatory agencies with jurisdictionover the project. We anticipate that an FDEP permit will be required for the wastewater system improvements,and OOCEA and FDOT Utility Permits will be required. A South Florida Water Management District JointApplication for Dredge and Fill (wetlands) may be required depending on pipe alignment and wetland limitsadjacent to the pump stations. As part of the permitting process, BPA will respond to Requests for AdditionalInformation (RAIs) and review specific conditions of the permits. For related tasks, such as converting theexisting force main to a reclaimed water main and placing out of service the existing pump stations, we willverify that permits are not necessary. Permitting will also include the preparation completion certifications.7. BIDDING ASSISTANCE: During this phase of the Project, BPA's Project Manager will coordinate withOrange County Purchasing to provide the Documents that are complete and ready for bid and to resolve anyquestions on the Bid Form. We will provide Bid Documents so that bids are competitive and responsive. ThePreBid Conference organized by the BPA Project Manager will allow prospective bidders to ask questions andcomment on the project. We will address requests for clarification of the bid documents and respond toquestions in writing and issue written Addenda. The Project Team will evaluate the bid prices, list of materialsand equipment suppliers, check references of the three lowest bidders, prepare certified bid tabulations andrecommend award of the contract to the lowest responsive and responsible bidder. At contract award, BPA willprepare signed and sealed conformed copies of plans and specifications for use by Orange County and theContractor.8. CONSTRUCTION ADMINISTRATION SERVICES: The BPA Team will provide GeneralConstruction Administration Services. We will review shop drawings and address problems in the field withOrange County Staff and the Contractor. Should design changes be required, they will be completed by ourTeam, approved by Orange County Staff, and transmitted to the Contractor. Detailed documentation certifyingand clearing the construction of the project will be transmitted to the County. Our project experience on OrangeCounty Utilities projects and all other projects has shown that effective communication and prompt attention toproblems is a critical component of a successful project. The BPA Team will provide every effort during thisproject to avoid potential problems with detailed attention to design and swift, effective responses to fieldconditions that will minimize change orders and cost increases. Detailed Construction Administration Serviceswill be provided according to the tasks outlined in the Scope of Professional Engineering Services for RFP#Y9813PH.

FORM H5

CONFLICT / NONCONFLICT OF INTEREST STATEMENT

CHECK ONE

[ X ] To the best of our knowledge, the undersigned firm has no potential conflict of interestdue to any other clients, contracts, or property interest for this project.

OR

[ ] The undersigned firm, by attachment to this form, submits information which may be apotential conflict of interest due to other clients, contracts, or property interest for this project.

LITIGATION STATEMENT

CHECK ONE

[ X ] The undersigned firm has had no litigation and/or judgments entered against it by anylocal, state or federal entity and has had no litigation and/or judgments entered against suchentities during the past ten (10) years.

[ ] The undersigned firm, BY ATTACHMENT TO THIS FORM, submits a summary anddisposition of individual cases of litigation and/or judgments entered by or against any local,state or federal entity, by any state or federal court, during the past ten (10) years.

Brindley Pieters & Associates, Inc.COMPANY NAME

__________________________________________AUTHORIZED SIGNATURE

Brindley Pieters, P.E. NAME (PRINT OR TYPE)

PresidentTITLE

Failure to check the appropriate blocks above may result in disqualification of your proposal.Likewise, failure to provide documentation of a possible conflict of interest, or a summary ofpast litigation and/or judgments, may result in disqualification of your proposal.

Rev:1/29/03 FORM I

EMPLOYMENT DATA, SCHEDULE OF MINORITIES AND WOMEN (Rev. 1/99)

IFB/RFP Number & Title: RFP # Y9813PH DESIGN SERVICES FOR INTERNATIONAL DRIVE FORCE MAIN IMPROVEMENTS (LITTLELAKE BRYAN PARKWAY SOUTH TO PUMP STATION 3597 ON WORLD CENTER DRIVE)

Please provide the following data pertaining to your workforce. If you have an Orange County workforce, it should be shown. If you do not have an Orange County workforce, total permanent workforce should beshown. If this is a Joint Venture, employment data shall be furnished for each firm composing the joint venture. It is mandatory that you provide workforce data. Failure to provide this form with yourbid/proposals may be cause for rejection of your bid/Proposal.

MAJORITY MINORITYMALES

MINORITYFEMALES

JOB CATEGORIES White Male White Female Black Hispanic AmericanIndian

AsianAmerican Black Hispanic American

Indian AsianAmerican TOTAL

Officials, Mgrs.Supervisors 1 2Professionals 5 1Technicians 2 2 1Sales WorkersOffice and Clerical 2 2Craftsman (Skilled) 2 1 1Operatives (SemiSkilled)Laborers (Unskilled)Service WorkersApprenticesInterns/CoOpsWages to WorkEmployeesTOTAL 10 3 5 2 2 22Changes Since LastReport N/A

The above reflects (Check One): ü Orange County Workforce Total Permanent Workforce (Outside Orange County)ü

For Construction Projects Only: Do you intend to hire new employees for the project? ___ Yes ____ No If yes, how many approximately? ____________

Name of Firm Brindley Pieters & Associates, Inc. Period of Report March 4, 2009 No. of Years in Business in Orange County 2 months

Form Completed by Brindley Pieters, P.E., President _________________________________________________________________________Name/Title (Printed or Typed) Signature

Form Approved by ___________________________________________________ _________________________________________________________________________Name/Title (Printed or Typed) Signature

FORM J

INFORMATION FOR DETERMINING JOINT VENTURE ELIGIBILITY

If the proposer is submitting as a joint venture, please be advised that this form [3 pages] MUST becompleted and the REQUESTED written jointventure agreement MUST be attached and submittedwith this form. However, if the proposer is not a joint venture, check the following block: ( ü )NOT APPLICABLE and proceed to Form L.

1. Name of joint venture: ___________________________________________________

2. Address of joint venture: __________________________________________________

3. Phone number of joint venture: _____________________________________________

4. Identify the firms which comprise the joint venture: _____________________________

_____________________________________________________________________________

_____________________________________________________________________________

5. Describe the role of the MBE firm (if applicable)in the joint venture:

______________________________________________________________________________

______________________________________________________________________________

______________________________________________________________________________

6. Provide a copy of the joint venture's written contractual agreement.

7. What is the claimed percentage of ownership and identify any MWBE partners (ifapplicable)? _____________________________________________________________

______________________________________________________________________________

8. Ownership of joint venture: (This need not be filled in if described in the joint ventureagreement provided by question 6.) (a) Profit and loss sharing:_______________________________________________

(b) Capital contributions, including equipment: ______________________________

(c) Other applicable ownership interests: ___________________________________

9. Control of and participation in this contract. Identify by name, race, sex, and "firm" thoseindividuals (and their titles) who are responsible for daytoday management and policy decisionmaking, including, but not limited to, those with prime responsibility for:

(a) Financial decisions: _________________________________________________

(b) Management decisions, such as: _______________________________________

Revised 7/21/04 FORM K1

(1) Estimating: __________________________________________________

____________________________________________________________

(2) Marketing and sales: ___________________________________________

____________________________________________________________

(3) Hiring and firing of management personnel: ________________________

____________________________________________________________

(4) Purchasing of major items or supplies: _____________________________

____________________________________________________________

(c) Supervision of field operations: ________________________________________

__________________________________________________________________

NOTE: If, after filing this form and before the completion of the joint venture's work onthe subject contract, there is any significant change in the information submitted, thejoint venture must inform the County in writing.

* Joint venture must be properly registered with the State before the contract award.

AFFIDAVIT

"The undersigned swear or affirm that the foregoing statements are correct and include all materialinformation necessary to identify and explain the terms and operation of our joint venture and theintended participation by each joint venturer in the undertaking. Further, the undersigned covenantand agree to provide to the County current, complete and accurate information regarding actual jointventure work and the payment therefore and any proposed changes in any of the joint venture. Alsopermit authorized representatives of the County to audit and examine records of the joint venture.Any material misrepresentation will be grounds for terminating any contract which may be awardedand for initiating action under Federal or State laws concerning false statements.”

Name of Firm: ____________________________ Name of Firm: ___________________

Signature: ________________________________ Signature: _______________________

Name: ___________________________________ Name: __________________________

Title: ___________________________________ Title: ___________________________

Date: ____________________________________ Date: ___________________________

FORM K2

State of _______________________

County of _________________________

AFFIDAVIT

On this ____________ day of _______________, 20______, before me appeared (name)___________________________, to me personally known, who being duly sworn, did execute theforegoing affidavit, and did state that he or she was properly authorized by (name of firm)_____________________________________________ to execute the affidavit and did so as his orher free act and deed.

Notary Public _________________________

Commission Expires _________________________

(Seal)

Date _______________________

State of _______________________

County of _________________________

On this ___________ day of _______________, 20________, before me appeared_________________________ (name), to me personally known, who being duly sworn, did executethe foregoing affidavit, and did state that he or she was properly authorized by (name of firm)______________________________________________to execute the affidavit and did so as his orher free act and deed.

Notary Public _______________________

Commission Expires _______________________

(Seal)

FORM K3

DRUGFREE WORKPLACE FORM

The undersigned vendor, in accordance with Florida Statute 287.087, hereby certifies thatBrindley Pieters & Associates, Inc. does

Name of Proposer

1. Publish a statement notifying employees that the unlawful manufacture, distribution,dispensing, possession, or use of a controlled substance is prohibited in the workplaceand specifying the actions that will be taken against employees for violations of suchprohibition.

2. Inform employees about the dangers of drug abuse in the workplace, the business's policyof maintaining a drugfree workplace, any available drug counseling, rehabilitation,employee assistance programs and the penalties that may be imposed upon employees fordrug abuse violations.

3. Give each employee engaged in providing the commodities or contractual services that areunder bid a copy of the statement specified in Paragraph 1.

4. In the statement specified in Paragraph 1, notify the employees that, as a condition ofworking on the commodities or contractual services that are under bid, the employee willabide by the terms of the statement and will notify the employer of any convictions of, orplea of guilty or nolo contendere to, any violation of Chapter 893 or of any controlledsubstance law of the United States or any state, for any violation occurring in theworkplace, no later than five (5) days after such conviction.

5. Impose a sanction on, or require the satisfactory participation in, a drug abuse assistance orrehabilitation program, if such is available in the employee's community, by any employeewho is so convicted.

6. Make a good faith effort to continue to maintain a drugfree workplace throughimplementation of Paragraphs 1 through 5.

As the person authorized to sign this statement, I certify that this firm complies fully with the aboverequirements.

Proposer's Signature: _____________________________________________________

Date: March 4, 2009

FORM L

Specific Project Expenditure Report (December 16, 2008)

ORANGE COUNTY SPECIFIC PROJECT EXPENDITURE REPORT

This form should be completed in full and filed with all bids, proposals, quotes or other responses to the OrangeCounty Solicitation and shall remain cumulative. Amendments to the initial report shall also be submitted to thePurchasing and Contracts Division.

Part IPlease complete the following:Name and Address of Principal or Principal’s Authorized Agent: Principal: Brindley Pieters, P.E.,Brindley Pieters & Associates, Inc., Suite 180, 2600 Maitland Center Parkway, Maitland FL 32751

Name and Address of Lobbyist, consultants, contractors, if any:

None

Part IIExpenditures:An “expenditure” is defined to mean a payment, distribution, loan, advance, reimbursement, deposit, or anything of valuemade by a lobbyist or principal for the purpose of lobbying, as this term is defined in section 2351, Orange County Code.The term “expenditure” does not include contributions or expenditures reported pursuant to chapter 106 FS, or federalelection law, campaignrelated personal services provided without compensation by individuals volunteering their time,any other contribution or expenditure made by or to a political party, or any other contribution or expenditure made by anorganization that is exempt from taxation under 26 U.S.C. s. 527 or s. 501(c)(4), (s.112.3215, FS). Do not discloseprofessional fees paid by the principal to his/her lobbyist for the purpose of lobbying. (s2354, Orange County Code)

The following is a complete list of all lobbying expenditures incurred by the principal or his/her authorized agent, his/herlobbyist, and/or/his/her consultants, if applicable, expended in connection with the abovereferenced project or issue:

Date ofExpenditure

Name of Payee Description of Expenditure Amount Expended

$$$$$$$

If continued on a separate sheet, please check hereTotal Expenditures this Report $0Date of this Report March 4, 2009

Solicitation # Y9813PH

FORM N

Specific Project Expenditure Report (December 16, 2008)

Page 2 of 2

Part IIII hereby certify that information provided in this specific project expenditure report is true and correct based onmy knowledge and belief. I further acknowledge and agree to comply with the requirement of section 2354 ofthe Orange County code to amend this specific project expenditure report for any additional expenditureincurred related to this solicitation prior to the scheduled Board of County commissioner meeting. Inaccordance with s. 837.06, Florida Statutes, I understand and acknowledge that whoever knowingly makes afalse statement in writing with the intent to mislead a public servant in the performance of his or her officialduty shall be guilty of a misdemeanor in the second degree, punishable as provided in s. 775.082 or s. 775.083,Florida Statutes.

Date: March 4, 2009 ________________________________________Signature of Principal or Principal’s Authorized Agent

Failure to complete and submit this form with your bid, proposal or response may render is nonresponsive.

FORM N

RELATIONSHIP DISCLOSURE FORM

This form shall be completed by the bidder, offeror, quoter or respondent or his/her agent (when accompaniedby an agent authorization form on file with the County) and is required to be submitted to the Purchasing andContracts Division by the bidder, offeror, or respondent or his/her agent prior to contract award.

In the event any information provided on this form should change, the applicant(s) should file an emended formon or before the date of project consideration before the appropriate board or body.

PART I. BID/PROPOSAL INFORMATION

Name of Bidder, Proposer or Responder: Brindley Pieters & Associates, Inc.

Solicitation No.: Y9813PH

Business Address (Street/P.O. Box, City and Zip Code): Suite 180, 2600 Maitland Center Parkway, Maitland,Florida 32751

Business Phone (407) 830.8700

Facsimile (407) 830.8877

PART II.

IS THE BIDDER, OFFEROR, QUOTER OR RESPONDENT OR ANY PERSON INVOLVED IN THISSOLICITATION A RELATIVE OR BUSINESS ASSOCIATE OF THE MAYOR OR MEMBER OF THEBCC?

YES ü NO

IS THE MAYOR OR ANY MEMBER OF THE BCC YOUR EMPLOYEE?YES ü NO

IS ANY PERSON WITH A BENEFICIAL INTEREST IN THE OUTCOME OF THIS MATTER ABUSINESS ASSOCIATE OF THE MAYO R OR MEMBER OF THE BCC?

YES ü NO

If you responded yes to any of the above questions, please state with whom and explain the relationship.

Solicitation # Y9813PH

FORM O

PART III

ORIGINAL SIGNATURE REQUIRED

I hereby certify that information provided in this relationship disclosure form is true and correct based on myknowledge and belief. If any of this information changes, I further acknowledge and agree to amend thisrelationship disclosure form prior to any meeting at which the abovereferenced solicitation is scheduled to bepresented. In accordance with s. 837.06, Florida Statutes, I understand and acknowledge that whoeverknowingly makes a false statement in writing with the intent to mislead a public servant in the performance ofhis or her official duty shall be guilty of a misdemeanor in the second degree, punishable as provided in s.775.082 or s. 775.083, Florida Statutes.

Date: March 4, 2009 ______________________________________Signature

Brindley Pieters, P.E., PresidentPrint Name and Title

FORM O

WELFARE RECIPIENTSPROPOSED HIRING INFORMATION

Firm: Brindley Pieters & Associates, Inc.

Signature of Authorized Representative of Above Firm:

To be Submitted with Proposal

Number of Individuals to be Hired: 0

To be Completed After Contract Award

Individual’s Complete Name

1.

2.

3.

4.

5.

For One Stop Career Center Use Only

Verification: I certify that the above individuals are welfare recipients.

Signature: Name:

Organization: Address:

Phone Number

FORM WR