2013-200ORDINANCE NO. 2013 -200
AN ORDINANCE OF THE CITY OF DENTON, TEXAS AUTHORIZING THE CITY
MANAGER TO EXECUTE A PROFESSIONAL SERVICES AGREEMENT FOR PRELIMINARY
DESIGN AND ENGINEERING SERVICES WITH GRAHAM ASSOCIATES, INC. RELATING
TO THE WIDENING OF AND IMPROVEMENT OF BONNIE BRAE ROAD FROM
INTERSTATE HIGHWAY 35 EAST TO NORTH OF SCRIPTURE ROAD IN AN AMOUNT
NOT -TO- EXCEED $292,575.68; PROVIDING FOR THE EXPENDITURE OF FUNDS
THEREFOR; AND PROVIDING AN EFFECTIVE DATE (FILE 5329- AWARDED TO GRAHAM
ASSOCIATES, INC.).
WHEREAS, the professional services provider (the "Provider) mentioned in this ordinance
is being selected as the most highly qualified on the basis of its demonstrated competence and
qualifications to perform the proposed professional services; and
WHEREAS, the fees under the proposed Agreement are fair and reasonable, and are
consistent with and not higher than the recommended practices and fees published by the
professional associations applicable to the Provider's profession, and such fees do not exceed the
maximum provided by law; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The City Manager, or his designee is hereby authorized to enter into a
Professional Services Agreement with Graham Associates, Inc., Arlington, Texas to provide
professional preliminary design and engineering services in the amount of $292,575.68, relating to
the widening of and improvement of Bonnie Brae Road from Interstate Highway 35 East to North of
Scripture Road; a copy of which Agreement is attached hereto and incorporated by reference herein.
SECTION 2. The City Manager, or his designee is authorized to expend funds as required
by the attached Agreement.
SECTION 3. The City Council of the City of Denton, Texas hereby expressly delegates the
authority to take any actions that may be required or pennitted to be performed by the City of
Denton, Texas under File 5329 to the City Manager of the City of Denton, Texas, or his designee.
SECTION 4. The findings in the preamble of this ordinance are incorporated herein by
reference.
SECTION 5. This ordinance shall become effective immediately upon its passage and
approval.
PASSED AND APPROVED this the _�fPl day of ll 2013.
MARK A. BUR.ROOGHS, MAYOR
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
By:
APPR ED A TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
By: AD L
2 -ORD -File 5329
PROFESSIONAL SERVICES AGREEMENT
FOR ARCHITECT OR ENGINEER
THIS AGREEMENT is made and entered into as of the 7[)-th day of
2013, by and between the City of Denton, Texas, a Texas municipal
corpog tion, with its principal office at 215 East McKinney Street, Denton, Denton
County, Texas 76201, hereinafter called "Owner" and Graham Associates, Inc., with its
corporate office at 600 Six Flags Drive, Suite 500, Arlington, Texas 76011 hereinafter
called "Design Professional," acting herein, by and through their duly authorized
representatives.
In consideration of the covenants and agreements herein contained, the parties hereto do
mutually agree as follows:
SECTION 1
EMPLOYMENT OF DESIGN PROFESSIONAL
The Owner hereby contracts with the Design Professional, a licensed Texas architect or
engineer, as an independent contractor. The Design Professional hereby agrees to
perform the services as described herein and in the Proposal, the General Conditions, and
other attachments to this Agreement that are referenced in Section 3, in connection with
the Project. The Project shall include, without limitation, but shall not be limited to the
following major components (for a more precise or comprehensive description of the
Scope refer to Exhibit 2, Attachment E):
A. Conceptual Design Plans
Task 1: Bonnie Brae Street (From IH35E Northbound Frontage Road to Scripture
Street) - Conceptual plans (30% Plans) for this section of the project shall be
prepared to such detail as is necessary to resolve all conceptual issues.
Conceptual plans must be approved by Owner prior to Design Professional
commencing with the preparation of preliminary design construction plans.
B. Preliminary Design Construction Plans
Task 1: Bonnie Brae - IH35E Northbound Frontage Road to Scripture Street —
Prepare 15% Plans, Specifications, and Estimate.
1. Preliminary plans title sheet with index of sheets.
2. Project layout.
3. Existing/proposed typical sections.
4. Preliminary plans summary sheets.
5. Alignment sheets.
6. Preliminary plans intersection layouts.
C. Preliminary Right -of -Way Documents 60% Plans for Bonnie Brae Street - IH35E
Northbound Frontage Road to Scripture Street
Task 1: - Right -of -Way Determination for the project streets - In conformance
with City and State standards, Design Professional shall survey, render field
notes, and prepare detailed plans (right -of -way strip maps) and individual parcel
exhibits for any additional right -of -way and/or easements, including temporary
construction easements, needed. Design Professional shall also set control points,
which shall be based on NAD -83, on both sides of the road. The required items
are necessary for the acquisition of right -of -way required to construct Project.
This information shall be required prior to acceptance of final construction plans.
D. Final 90% - Right -of -Way - IH35E Northbound Frontage Road to Scripture Street
Prepare final right -of -way plans and documents for all streets on the
proj ect.
E. 100% Construction Plans, Right -of -Way
Task 1: 100% Bonnie Brae Street Right of Way documents per owner's review
F. Miscellaneous Requirements —
Design Professional shall furnish, upon request by Owner, one (1) set of
film reproducibles of the "Final" approved Right of Way Documents.
Design Professional shall submit an electronic copy of the drawings in a
format acceptable to the Owner.
2
SECTION 2
COMPENSATION
Total compensation for the Design Professional contemplated under the terms of this
agreement shall be $292,575.68 for all services including reimbursable expenses. The
Owner shall compensate the Design Professional as follows:
2.1 BASIC SERVICES
2.1.1 For Basic Services the total compensation shall be $88,798.18.
2.1.2 Progress payments for Basic Services shall be paid monthly based on the
actual work satisfactorily completed per month in each phase as a percentage of the
overall compensation for that phase, with the following percentages of the total
compensation for the Basic Services for each phase of the Project:
Schematic Design Phase 60%
15% Design and Development Phase 40%
100%
2.2 ADDITIONAL SERVICES
2.2.1 For Additional Services the total compensation shall be $193,777.50.
Compensation for Additional Services shall be based on actual services authorized
and performed with lump sum or maximum not to exceed subtotals depending on
the service provided all as shown in Exhibit 2, Attachment A. The schedule for the
hourly rates is attached as Exhibit 4.
2.2.2 Compensation for Additional Services of consultants, including additional
structural, mechanical and electrical engineering services, geotechnical services,
right -of -way services, etc. shall be based on a multiple of 1.1 times the amounts
billed to the Design Professional for such additional services.
2.3 REIMBURSABLE EXPENSES Reimbursable Expenses shall be a multiple of
1.05 times the expenses incurred by the Design Professional, the Design Professional's
employees and consultants in the interest of the Project as defined in the General
Conditions but not to exceed a total of $10,000.00 without the prior written approval of
the Owner. This amount does not include appraisals, escrow fees, abstract fees, title fees,
FEMA review fees.
SECTION 3
ENTIRE AGREEMENT
This Agreement includes this executed agreement and the following documents all of
which are attached hereto and made a part hereof by reference as if fully set forth herein:
Exhibit 1. City of Denton General Conditions to Agreement for Architectural or
Engineering Services.
Exhibit 2. The Design Professional's Proposal
Attachments A through E:
Attachment A — Summary of Engineering Fees
Attachment B — Projected Plan Sheets
Attachment C — Organizational Chart
Attachment D — Estimate of Construction Costs
Attachment E — Scope of Services and Deliverables
Exhibit 3. Project Schedule
Exhibit 4. Schedule of Rates
This Agreement is signed by the parties hereto effective as of the date first above written.
ATTEST:
AT'I
WALTERS4 CT1Y SECRETARY
TO LEC-,L FORM:
CITY OF DENTON, TEXAS
A Municipal Corporation
BY: C
GEO GE C. CAWIBELL
CITY MANAGER
GRAHAM ASSOCIATES, INC.
A Corporation -
RV• � ���
W. JEFF WILEIAMS, P.E.
PRESIDENT
9Xhibie x
CITY OFDENTON
GENERAL CONDITIONS
TO
AGREEMENT FOR ARCHITECTURAL OR ENGINEERING SERVICES
ARTICLE 1. ARCHITECT ORENGINEER'S RESPONSIBILITIES
11 The Architect or &ngineets services consist of those services for the Project (as defined in the agreement (tbe "Agreemenfl and proposal (the "Proposal") to which these
General Conditions are attached) performed by the Architect or Engineer (hereinafter called the "Desigrr Professional'I or Design Professional's employees and consultants as
enumerated In Articles 2 and 3 oftheso General Conditions as modified by the A, eementand Proposal (the "Services') -
1A The Design Professional Nvill perform all Services as an independent contractor to theprevailing professional standards consistent Nvith The level ofewc, and stall ordinarily
exercised by members of the same profession currently practicing in the same locality under similar conditions, including reasonable, informed judgments and prompt timely
actions (the'Dcgrec of Care). The Services shall be perforated as expeditiously as is consistent with the Degree of Care necessary for the orderly progress ofthe project
Upon request of the Owner, the Design Professional shall submit for the O%vnWs approval a schedule for the performance of the Services whfohmay be adjusted as the Project
proceeds, and shall include allowances for periods oftfinerequired for the Otmees review and for approval of submissions by au0roddes having jurisdiction over the Project
Time limits established by this schedule and approved by the Omer shall not, except for reasonable cause be exceeded by the Design Professional or Owner, and any
adjustments to this schedule shall be mutually acceptable to both parties.
ARTICLE 2 SCOPE OF13ASICSER'VICES
21 BASIC SERVICES DEFINED The Design Professional's Basic Services consist ofthose described in Sections 2.2 through 2.b of these General Conditions and include
mithout limitation normal structural, civil, mechanical and electrical engineering services and any other engineering services necessary to produce a complete ana accurate set of
Construction Documents, as described byandrequiredinSwtioa2.4, The Basic Services maybe modified by the Agreement
2.2 SCHBAIAT'ICDESIGNPRASE
2.2.1 The Design Professional, in consultation with the Otmer, shall develop a written program for the project to ascertain Owner's needs and to establish the
requirements for the Project
2.2,2 The Designprofessional shall provide a preliminary evaluation of the Owners program, construction schedule and coastructlon budget requirements, each in
terms of the other, subjecttotholimilations set forth inSubseotion5 ,2.1.
2.23 The DesignProfessional shall reviowmith the ONmeralternative approaohes to design and construction ofthe Project
214 Based on themuhWly agrecd upon program, schedule and construction budget requirements, the Design Professional shall prepare, for approval by 1heOrmer,
Schematle Design Documents consisting of drawings and other documents illustmtingthe scale and relationship of Project components. The Schematic Design shall
contemplate eomprianeewith all applicable laws, statutes, ordinances, codes and regulations.
2,2.5 The Design Professional shall submit to the (Mrser a preliminary detailed estimate of Construction Cost based on current area, volume or other unit costs and
which indicates the cost of each category of work involved br constructing the Project and establishes an elapsed time factor for the period of time from the
commencementtothe completion ofconstructiolt
23 DESIGNDEVELOPbDJNTPHASE
2.3.1 Based on the approved Schematic Design Documents and any adjustments authorized bytbe Owner inthoprogram , schedule orconstructionbudgei the Design
professional shall prepare for approval by the Owner, Design DovelopmentDocuments consisting of drawings and other documents to fix and dem''be the size and
character of the Project as to architectural, sructural, mechanical and electrical systems, materials and such other elements as may be appropriate, which shall comply
with all applicable laws, statutes, ordsnancag codes and regulations. Notwithstanding Owner's approval of the documents, Design Professional represents that the
Documents and specifications will besutirofent and adequate to f41fr11 the purposes of the Project
2.3.2 The Design Professional shall advisethoOmerofanyadjustmentstothepreliminaryestimateofConstructionCostinafur therDetailedStatementasdescrbed
in Section 215.
2.4 CONSTRUCTION DOCUMENTS PHASE
2.4,1 Based on ilia approved Design Development Documents and any further odimbnents In the scope or quality of the Project or in the construction budget
authorized by theOrmer, theDesfgnProfessional shall prepare, for approvalby the Owner, ConstructionDoeuments consisting of Drawings and Specifications setting
forth in detail requirements for the constnrction of thePrcjeo% Which shall comply with all applicable laws, statutes, ordinances, codes and regulations.
2.42 The Design Professional shall assist the Otmer in the preparation of the necessary bidding or procurement information, bidding of procurement forms, the
Conditions ofthe oontraot, endthe forrsr ofAgreementbetween the Owner and Contractor.
2.43 The Design Professfonalsha edvisetlieOtimerofanya4tslmentstoprevtouspretimfnaryesdmatesofConstructioncostindicatedbychangesfnrequfrcments
or general market conditions.
2.4,4 The Design Professlonal shall assist the Owner ie connection with the Otmees responsibility for filing documents required for the approval of governmental
authorities having jurisdiction over theProject
2,5 CONSTUCTIONCONTRACrPROCUREMNT
2,5.1 The Design Professional, following the C nor's approval of the Construction Documents and of the latest prelinnary detailed estimate of Construction Cost,
shall assist the Owner in procuring a construction Contract for the Project through' any procurement method that is legally applicable to the Project including without
Page I of 8
Pl,WisrABlanlc FormAGENERAL CONDITIONS- ARCHTI'I;CT ENGINEER Revised 052209.doc Revised 5 -30 -02
limitation, the competitive sealed bidding process. Although the Ovenor"ill consider the advice of theDesip Professional, the aVwd ofthe construction coritract is In
the solo discretion of the Owner.
2.5.2 if the construction contract amount for the Project exceeds the total construction cost Of the project as set forth in the approved Detailed Statement ofProbabie
Construction Costs of the Project submitted by the Design Professional, then the Design Professlonal, at its sole cost and expense, will revise the Construction
Documents as may be required by the Owner to reduce or modify the quantity or quality of the work so that the total conslruedon cost of the Project mill not exceed
the total construction cost set forth in the approved Detailed Statement of Probable Construction Costs.
2,6 CONSTRUGTIONPIIASE- ADD7 YIVISTRATIONOFTHECONSCRVCTIONCONTRACT
2.6.1 The DesipProfession0sresponsibilitytoprovideB asic Services for the ConshuctionPlimounderthis Agreement commences tvith the award. ofthe Contract
for Construction and terminates at the issuance to the Owner ordte final Certificate for Payment, unless extended under the terms of Subsection 83.2.
2.6.2 The Design Professional shall provide detailed admtrristration of the Contract for Construction as set forth below. For design professionalss the administration
shall also be in accordance velih AIA document A201, General Conditions of the Contract for Construction, current as of the date of the Agreement as may be
amended Standard Specifications forpublia Works Consotruc� by the NorthpCenrhal Texas Council ofeovemments, current as of the dale of die ggreementunles otherwise
provided in the Agreement.
2,6.5 ConslructionPhase duties, responsibilities and limitations of authority of the Design Professional shall not be restricted, modified or extended without Uritten
agreement of the Omer and Design Professional.
2.6.4 The Design Professional shall boa reprosentative of and shall advise and consult with the Owner (1) during construction, and (2) at the Owner's direction from
time to time during the correction, or warranty period described into Contract for Construction, The Design Professional shall have authority to act on behalf ofthe
Owner only to the extent provided intaAgreement and these General Conditions, unless otherwise modified by \vritteninstrumeat
245 The Design Professional shall observe the construction site at least one time a week, while construction is in progress, and as reasonably necessary vvfrilo
construction is not in progress, to become familiar with the progress and quality of the work completed and to determine if the work is being performed in amanner
indioatingtattev,' arkwhencompl etedwillbeinaccordance withtheContractDocuments. Design professional shall provide Owner awrittenreportsubsequentto
each on site visit: On the basis of on -situ observations the Design Professiorml shall keep the Owner Warmed of the progress and quality of the nrork, and shall
exerciseihe Degree of Care and diligence in discovering and promptly reporting to the Owner any observable defects or defioiencies into work of Contractor or any
subcontractors. TheDesigaProfessional representsthathewiil fol lowDegreeofCareinperformingallServicesundertheAgreement 7lrebeslgnProfessianalshall
promptly correct any defective designs or specifications fundshed by the Design Professional at no cost to the Owner, The Owner's approval, acceptance, use of or
payment for all or any part of to Design Professionals Services hereunder or of the Project, itself shall in no vway alter the Design Professional's obligations or the
Owner's rights hereunder.
246 The Design Professional shalt not have control over or charge of and shall not be responsiblo fbr construction means, methods, techniques, sequences or
procedures, or for safety precautions and programs in connection with the work The Design Professional shall not be responsible ibr the Contractor's schedules or
failure to" out the mvik in accordance evil the Contract Documents except insofar as such failure may result from Design Professional's negligent acts or omis-
sions. The Design Professional shall not Lava control over or charge of acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any
other persons performing portions ofthe wodc
2.6.7 i heDesignprofcssionel shall atal l times have aocesstotetivrorkNvhereverit Is; inpreparatio riorprogress.
248 Except as may othervise be provided in to Contract Documents or when direct communications have been speeially authorized, the Owner and Contractor
shalt communicatetlmroughtheDesi�tProfessional. Communications by and vrith the Design. Professional'scrosultantsshallbetirroughtheDesignProfessional.
2,6.9 Eased m the Design Professional's observations at the site of the work and evaluations of the Contraetoes Applications for Payment; the Design professional
shall review and certify the amounts due the Contractor.
2.6.10 7heDesignprofessionarscertificationforpaymentshallconstitutearepresentationtotheOwner, basedontheDesignProfessional 'sobservationsatthesiteas
provided it Subsection 2.6.5 and on the data comprising the Controotor's Application for Payment; that the work has progressed to the point indicated and that the
quality of to iVork is in accordance vvithihe Contract Documents. The foregoing representations are subject to minor doviations from the Contract Documents cor-
reelable prior to completion and to specific qualifications expressed by the Design professional. The issuance of a Certificate for Payment shall further constitute a
representationthat to Contractor is entitled to paymentin the amount certified. However, the issuance of a. CertificateforPayment shall not be a reprasertadon that
the Design Professional has (1) reviewed constriction means,methods, techniques, sequences or procedures, or (2) ascertained how or for what purpose the Contractor
has used money previously paid on account ofthe Contract Sum.
2.6.11 The Design Professional shall have the responsibility and authority to reject-work which does not conform tote ContractDocuments. Whenever the Design
Professional considers it necessary or advisable for implementation of the intent ofthe, Contract Documents, the Design Professional will have authority to require
additional inspection or testing of the work in accordance with the provisions of the Contract Documents, viliether or not such Work is fabricated, installed or
completed. Hovvuver,neither, this authority ofthe Design Professional nor a decision made in good faith eitherto exeroise or not exercise such authority shalt give rise
to a duty or responsibility ofthe Design Professional to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees or other persons
performingportions efthevvork.
2.6,12 The Design Professional shall review and approve or take other appropriate action upon Contraeto?a submittals such as Shop Drawings, Product Data end
Samples for the purpose of (1) determining compliance with applicable taws, statutes, ordinances and codes; and (2) determining whether or not the work; when
completed, will be in compliance wviththe requirements ofthe Contract Documents. 7hoDesign Professional shall act with suchreasonable promptness to causeno
delay in the work or in the construction ofthe Owner or of separate contractors, while allowing sufiiclent time in the Design Professional's prokolonal judgment to
permit adequaterevicwv. Review ofsuch submittals ist not conducted for the pnipose otdclermining ther accurany and completerim ofolher details such as dimensions
and quantities or for subslantiatirg instructions for installation or performance of equipment or systems dos'igned by the Contractor, all of which remain the
responsibility ofthe Contractor to-1 te extent required by the ContractDocumen1% The Design Professl onalsreviewshallnotconstituteapproval afsafetyprecautions
or, unless otherwise specifically stated by the Design Professional, of construction means, methods, techniques, sequences or procedures. ThaDesiga Professioral's
approval ofa specific item shall not indicate approval of an assembly ofwMch the item is a component Whenprofbssional certification ofperfomtance characteristics
Page 2 of 8
H- WisoWlank FormsWENERAL CONDITIONS•ARCIIITECT ENGINEER Revised 052209.doe Revised 5.30.02
of materials, systems or equipment is required by the ContractDoeuments, the Design Professional shall be entitled to rely upon such certification to establish that the
materials, systems or equipmentwill meet the performance criteria required by the ContractDocuments,
2.6,13 The Design Professional shall prepare Change Orders and Construction Change Directives, with supporting documentation and data if deemed necessary by
the Design Profes ;tonal as provided in Subsections 311 and 3.33, for the Owner's approval and execution in accordance with the Contract Documents, and may
authorize minor changes in the work not involving an adjustment In the Contract Sum or an extension of the Contract Time which are not inconsistent with the intent
of the Contract Documents.
2.6.14 On behalf of the Owner, lice Design Professional shall conduct Inspections to determine the dates of Substantiai Completion and Final Completion, and if
requested by the Ovvner shall issue Certificates of Substantial and Final. Completion. The Design Professional will receive and review written guarantees and related
documents required by the Contract for Construction to be assembled by the Contractor and shall issue a final certificate for Payment upon complience with the
requirements ofthe ContractDocuments.
2.6.15 The Design Professional shall interpret and provide recommendations on matters coAcerning performance of tie Owner and Contractor under iho requirements
of The Contract Doeumentsonwrittenrequestof either the OwmrorContmotor, The Design Professional's response to such requests shall be madewithreasonable
promptness end within any timelirrtiis agreed upon
2.6.16 interpretations and decisions ofthe Design Professional shall be consistentwith the intent of and reasonably inferable from the Contract Documents and shall
beiai witingorin the form ofdta%vfngs. When making such interpretations and initial decisions, theDesignProfessionalshallendeavortosecurefaithfulperformance
by both Ownerand Contractor, and shall not be liable for results or interpretations or decisions so rendered in good faith in accordance with ell the provisions of this
Agreement and in the absence of negligence,
2.6.17 The Design Professional shall render wririen decisions tvifl& a reasonable time on all claims, disputes or other matters in question between the Ovvner and
Contractorrelalinglo the execution or progress of the work as provided in the ContmctDocumenls.
2418 The Design Professlonal (1) shall render services under the Agreement in accordance with the Degree of Care; (2) will reimburse the Owner for all damages
caused by the 4efec8ve designs the Design Professional prepares; and (3) by acknowledging payment by the (Inter of any fees due, shall not be released fromany
rights the Owner may havo under the Agreement ordimialsh any ofthe Design Professional's obligations thereunder.
2.6.19 The Design Professional shall provide the Owner with four sets of reproducible prints showing all significant changes to the Construction Documents during
the Construction Phase.
ARTICLE 3 ADDITIONAL SERVICES
3,1 GENERAL
3.1.1 The services described in this Article 3 are not included in basic Services unless so identified in the Agreement or Proposal, and they shalt be paid forby the
Owner as provided in the Agreement, in addIdonto the compensation for Basic Services, The services described under Sections 3.2 and 3A shall only be provided if
authorized or confirmed in writing by the Owner. If services described under CoutingentAdditional Services in Section 3.3 are required due to circumstances beyond
the Design Professional's control, the Design Proflesslonal shall notify the Owner in writing and shall not continence such additional services until it receives written
approval from the Owner to proceed. If the Owner indicates in writingthat all or part of such Contingent Additional Services are not required, the DesipProfessional
shalt have no obligation to provide those services. Owner will be responsible for compensating the Design Professional for Contingent Additional Services only if
they arenotrequired due to the negligence or fault ofDeslgn Profbssional
3.2 PROJECT 1tEPREWNTATIONBEYOND BASIC SERVICES
3.2.1 If more extensive representation at the site than fs described In Subsection 2.6.5 is required, the Design Professional shall provide one or more Project
Representatives to assist in carrying out such additional On-site responsibilities.
312 Project Representatives shall be selected, employed and directed by the Design Professional, end the Design Professional "be compensated therefor as
agreed by the Ovmer and Design Professional.
3.3 CONTINGENT ADDITIONAL SERVICES
3,3.1 Making material revisions inDravings, Specifications or other doeumentsvviren such revisions are:
1, inconsistent with approvals or Instructions previously given by the Owner, including revisions made necessary by adjustments in the Owner`s
program orProject budget;
2. requiredbytheenactmentorrevisionofcodes, laysorregulationssubsequenttothepreparationofsuchdocuments ,or
3, due to changes required as aresultofOoOvmeesfallure to render deoisioninatimelymannen
3.32 Providing services required because of significant changes in the Project including but not limited to, size, quality, complexity, or the O%Nmees schedule; except
for services required under Subsoogon2,5.2.
3.33 Preparing Drawings, Specifications and other documentation and supporting data, and providing other services in connection with Change Orders and
Construction Change Directives.
33.4 Providing consultation concerning replacement of work damaged by tiro or other cause during cortstnrotion, and famishing services required in connection vAth
the replacement of such work
3.3,5 Providing services made necessary by the defaultoftheContraotor, bymajordefectsordeficiencieslathevvorkoftheContractor ,orbyfailureofperforrnanco
ofeitherthe Owner or Contractor under tho Contract for Construction,
Page 3 of 8
H;\Misc\Blm& Porms \GENERAL CONDITIONS- ARCHfMCT F,NGINEERRevised 052209.doe Revised 5 -3002
3.3.6 Providing services in evaluating an extensive number of claims submitted by the Contractor or others in connection with the v.nrk,
33.7 Providing services in eonnectionvrith a publichearing, arbitration proceeding or aga1 proceeding except Wicre the Design Professional is party thereto.
3.3.8 Providing services in addition to those required by Article 2 forpreparing documents for alternate, separate or sequential bids or providing services in connection
withbidding orconstructionpriorto the completion of the Construction Documents Phase.
3.3.9 Nohvithstanding anything coniainedin the Agreement. Proposal or these General Conditions to the contrary, all services described inihis Article 3 that are
caused orneeessitated it whole or in part due to the negligent actor omission ofthe Design Professional shell be performed by theDesiga Professional m apart ofthe
Basic Services under the Agreement wilh no additional compensation above and beyond the compensation due the Design Professional for the Basic Services. The
Intervening or eoncurrent negligeneeof the Owner sliall not limit the Design Professional's obligations under this Subsection 3.3.9.
3.4 OPTIONAL ADDITIONAL SERVICES
341 Providing financial Awlbility or other special studies.
3.4.2 Providing planning surveys, site evaluations or comparative studies of prospective sites.
3.43 Providing special surveys, environmental studies and submissions required for approvals of govermnental authorities or others having jurisdiction over the
Project.
3.4.4 Providing services relativetoflutwe Acilities, systems and equipment
3.4.5 Providingsenicestoinvesdgatoex istingcondidonsorfacilitiesorloniakemeumeddmNvingsthereo£
3.4,6 Providing services to verify ftaccuracy ofdrawings or other MoTmation &-flishod by the ovvrier.
3.4.7 Providing coordination of construction performed by separate contractors or by thoOtvner's o vnforces and coordination ofseivices required in connecdonwith
construction performed and equipment supplied by the Owner.
3.4.8 Providing detailed quantity surveys or inventories of material, equipment and labor.
349 Providing analyses of operating and maintenance costs,
3.4.10 Making investigations, inventories ofmaterialsorequlpment, orvaluations and detailed appraisals o £ existingbollides.
3.4.12 Providing assistance in the utilization of equipment or systems such as testing, adjusting and balancing, preparation of operation and maintenance manuals,
training personnel for operation end maintenance and consultation during operation.
3.4.13 Providing interior design and similar services required for or in connection vWth the selection, procurement or installation offiunilure, fiunishings and related.
equipment;
3.4 .14 Providing services other than as provided in Section 2.6.4, after issuance to the Owner of the final Certificate for Payment and expiration of the Warranty
period ofthe Contract forConsbuction
34.15 Providing services ofconsultants for other than architectural, oi,.A structural, mechanical and electrical engineering portions of the Projeotprovided as apart of
Basic Services.
3.4.16 Providing any other services not otherwise Included in this Agreement or not customarily famished in accordance with generally accepted architectrual
practice.
3.4.17 Preparing a set ofreproduotble record draveipgs in addition to those required by Subseetion 2.6.19, showing signiffeant changes inthe work made during con.
struetion based on marked -up prints, dra.vings and other data furnished by the Contractor to the Design Professional.
3.4.18 NoWthstanding anything contained in the Agreement, Proposal or these General Conditions to the contrary, all services described in this Article 3 that are
caused or necessitated in whole or impart due to thenegligent actor omission of the Design Professional shall be performed by the Design Professional asa part ofthe
Basic Services under the Agreement with no additional compensation above and beyond the compensation due the Design Professional for the Basic Services. The
intervening- or concurrent negligence. ofthe thvnershalt not limit the Design Professional's obligations under ffi s Subsection 3.4.18.
ARTICLE4 ONIMTR'SRESPONSIBILnUS
4.1 The Owner shall consult with the Design Professionat regarding requirements for the Project including (1) the Owner's objectives, (2) sohedute and design
constraints and criteria, including Space requirements and relationships, fiexr'bility, expendability, special equipment systems and site requirements, as more speeb
13eally dewnbed in Subsection 2.11.
4.2 The Owner shall establish and update an overall budget for the Project, including the Construction Cost the Owners other costs and reasonable contingencies
ielated to all ofthese costs.
4.3 Ifrequested by the Design Professional, the 0%%ner shalt furnish evidence ihatfrriancial arrangements havebeen made to lirlfill the Owner's obligations under this
Agreement
Page 4 of 8
H:1MisclBlank PorinAGENERAL CONDITIONS- ARCHrIECT ENGINEER Rovised 052209.doo Revised 5.30.02
4.4 The Oraner shall designate a representative authorized to act on the Owuees behali'mithrespect to the Project The Owner or such authorized representative shall
render decisions in atimely manner pertaining to documents submitted by the Design Professional in order to avoid unreasonable delay in the orderly and sequential
progress oftboDesignProfessional's services.
4.5 Where applicable, the Owner shallfbmishsurveysdescribingphysical characteristics, legall imitationsandutilityl ocationsforthesiteoftheProject ,andaNuitten
legal description of the site. The surveys and legal information shall Include, as applicable, grades and lines of streo% alleys, pavements and adjoipingproperty and
structures; adjacent drainage; rights•of- -way, restrictions, casements, encroachments, zoning, deed restrictions, boundaries and contours of the site; locations,
dimensions and necessary data pertaining to existing buildings, other improvements and trees; acid information concerning available utility services and lines, both
public and private, above and below grado, uiciuding inverts and depths. All the information on the survay shall be referenced to a projectbenchmark.
4,6 Where applicable, the Owner shall fumish the services of geotechnical engineers when such services are requested by the Design Professional. Such services may
include but are not limited to test borings, test pits, determinations ofsoil bearing values, percolationtests, evaluations of hazardous materials, ground corrosion end re-
sistivitytests, including necessary operations for anticipating subsoil conditions, with reports and appropriato prot4mlonel recommendations.
4.6.1 TheO wnershallfumisfrtheservicesofotherconsultantswhen. suchserviceserereasonablyrequiredbythescopeoftheProJeotandarerequestedbydieDesign
Professional and are not retained by the Design Professional as part of itsBasio Services orAdditional Services.
4.9 When not a part of the Additional Services, the Owner shall furnish structural, mechanical, chemical, air and water pollution tests, tests ofharardous materials,
and other laboratory and environmental tests, inspections and reports rtquited by law or the Contract Documents.
4.8 The Owner shall furnish all legal, accounting and insurance counseling services m may be necessary at any time for the Projeet; including auditing services the
Owner may require to verify the Contractor's Applications for Payment or to ascertain how or for what purposes the Contactor has used The money paid by or on
behalf ofthe Owner.
4.9 no servites, information, surreys and reports required by Owner under Sca6ns 4.5 through 4.8 shall be fiumished at the Ownees expense, and the Design
Professional shall be entitled to rely upon the accuracy and completenessthereof in the absence of any negligence an the partof %e DesigaProfesslonal,
4.10 The Owner shall give prompt writtennoliceto fie DesignPro fessienal iftho Owner becomes aware of anyfault or defeat in fie Project orrioncomformano Nvith
the ContraotDocu ments.
4.11 Design Professional shall propose language for certificates or certificatlons to be requested of the Design Professional or Design Professional's consultants and
shall submitsuolito the Ownerforroview and approval at least foudeen. (14) days prior to execution. The Owner agrees notto request certifications that would require.
knowledge or services beyond the scopa of the Agreement
ARTICLES CONSTRUCTION COST
5.1 CONSTRUCTION COST DEFINED
5,1.1 7he. coriftedon Cost shall be the total cost or estimated cost to the Owner of all elements of the Project designed or specified by the Design Professional.
51.2 1ho Conftelion Cost shall include the cost at currentinarket iratw of labor and materials famished by thd Owner and equipmerittlesigned, specified, selected or
specially provided for by the Design Professional, plus a reasonable allowance for the Contractor's overhead and profit. In addition, a reasonable allowance for con-
tingencies shall be included for market oonditions at the time of bidding and for changes in the work during construction,
5.1.3 Conshuction Cost does not Include the compensation of the Design Professional and Design Professional's consultants, the costs of the land, rights-of-way,
financing orotherewts %1hicharetheresponsibility of the Owrioras provided fnArfele 4.
5,2 RESPONSII3my FOR CONSTRUCTIONCon
5.2.1 Evaluations of the Ownefs Project budget, preliminaty estimates of Construction Cost and detailed estimates of Construction Cost prepared by the Design
Professional represent the Design Professional's best judgment as adesign professional familiar Nvith the construction industry. it is recognized, ho%wve , that neither
the Design Professional nor the Owner has control over the cost of labor, materials or equipment, over the Contractor's methods of detormbting bid prices, or over
competitive bidding or market conditions. Accordingly, the Design Professional cannot and does not warrant or represent that bids or cost proposals udil not vary
from the Owner's Project budget or from any estimate o €Construction Cost or evaluation prepared or agreed to by the Design Professional,
5.21 Nofiixed limit of Construction Cost shall be established asaoondillonof the Agreemaa tby the flimisbing, proposal ofestablishmentofaProjectbudget ,unless
such fixed lhh has been agreed upon in writing and signedby the parties thereto. If such a fixed limithas been established, the Design Professional shall be permitted
to include contingencies for design, bidding and price escalation, to determine what materials, equipment, component systems and types of construction are to be
included In the ContractDocuments, to mako reasonable adjustments in the scope of the Project and to include in the ContractDocuments alternate bids to adjustthe
Construction Costto the fixed limit Fixed limits, if any, shall be increased in the amount of an increase in the Contract Sum occurring after execution of the Contract
for Construction.
5,13 If the Procurement Phase has not commenced within 90 days after the. Design Professional submits the Construction Documents to the Owner, any Project
budget or fixed limit ofConslruction Cost shall be adjusted to refleotchanges in the general level ofprices in the construction industry between the date ofsubmission
of fie Construction Documents tothe Owner and the date on which proposals are sought
ARTICLE 6 OTVNERSW AND USE OF DOt MPITS
6.1 The Drawings, Specifications and other documents prepared by the Design Professional for this Project are instruments of the Design Professional's service and shall
become the property of fie Owner upon termination or completion of tea Agreement The Design Professional is entitled to retain copies of all such documents. Such
documents are intended only be applicable to this Project, and Owner's use of such documents in other projects shall be at Owner's sole risk and expense. In the event the
Owner uses any of the.information ormatedals developed pursuant to the Agreementin another project or for otherpurposes than are specified in the Agreement, the Design
Professional is released from anyand all liability relotingto their use inthatproject
Page 5 of a
H- WiseWank FormsIGBNBM CONDITIONS•ARCIIITECT- ENGINEER Revised 052209.doo Revised 5.30 -02
6.2 Submission or distribution of documents to meet official regulatory requirements or for sImiiarpurposes In connection vn*th the PfoJeCt is not IG be construed as publication
in derogation ofthe Design Professional's reserved rights.
ARTICLE 7 TER11 WATION, SUSPENSION OR ARAM OWENT
7,1 The Design Professional may terminate the Agreement upon not less than thirty days written notice should the Owner fail substantially to perform in accordancewiflr the
terns of the Agreement through no fault of the Design Professional. Owner may terminate the Agreement or any phase thereof with or without cause upon thirty (30) days
prior written notice to the Design Professional. Ail Work and labor being performed under the Agreement shall cease immediately upon Design Professional's receipt of such
notice. Before the end of the thirty (30) day period, Design Professional shall invoieethe Owner for all work it satisfactorily performed prior to the receipt ofsuchnotice. No
amount shall be due for lost or anticipated profits. All plats, field surveys, and other data related to the Project shall become property of the Owner upon lamination of the
Agreement and shall be promptly delivered to the Owner In a reasonably organized form. Should Owner subsequently conhactwithanewDesignProfessional for continuation
ofservices on the Project, Design Professional shall cooperate In providing information.
7.2 If the Project is suspended by the Owner for more than 30 consecutive days, the Design professional shall be compensated for services satisfactorily performed prior to
notice ofsuchsuspenslort. When the Project is resumed, the Design Professional's c6mpensatlon shall be equitably adjusted to provide for expenses incufted in the interruption
and resumption ofthe Design Professional's services.
7.3 The Agreement may be terminated by the Owner upon not less than seven days written notice to the Design Professional in the event that the Project is permanently
abandoned IftheProjectIsabandonedbytheOwnerformorethan 90eonsecutivedays, TheDesign Professional ortheOwnermaytenninaletheAgreementbygivingttritten
notice.
7,4 Failum offic OAvner to make payments to the Desigfttrofossiomil for %yori, satisfactorily completed fin occordancewith the Agreement shall be considered substantial non-
performance and cause for termination.
7.5 If the Owner His to make payment to Design Professional within thirty (30) days of receipt of a statement for services properly and satisfactorily performed, the Design
Professional may, upon seven days ttrittennotice to the Owner, suspendperforrmance ofservicestutder the Agreement
7.6 In the event of termination not the fault of the Design Professional, the Design Ptofessional shall be compensated for services properly and satisfactorily performed prior to
termination.
ARTICLES PAYAUNTSTO THE DESIGNPROFESSIONAL
8,1 DIRECT PERSONNELEVgNSE
8.1.1 Direct Parsommel Expense is defined as tho direct salaries of the Design Professional's personnel engaged on the Project and the portion of the cost of their
mandatory and customary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays,
vacations, pensions and similar contributions and benefits.
8.2 REWURSABLEEXPENSES
8,24 Reimbursable Expenses are in addition to compensation for Basio and Additional Services and include expenses incurred by the Design Professional and
Design Professional's employees and consultants in the interestofthe Project, as identified in thefollotving Clauses,
8,7.1,1 Expense of Transportation in connection with the Project; expenses inconnectionwith authorized out of town travel; long - distance communications;
and fees paid for securing approval ofauthoritieshaving jurisdiction over the Project.
8.2,1,2 )Expense of reproductions (except the reproduction ofthe sets of documents referenced in Subsection 2.6.19), postage and handling of Drawings,
Specifications and other documents,
8,2,13 If authorized in advance by the Owner, expense of overthem-ork requiring higher thonregularrates,
82.1,4 Expense of renderings, models and mock -ups requested by McNAer.
8215 Expense of computer-aided design and drafting equipment time When used in connection %vith the Project
8,11.6 Other expenses that are approved in advance intttitingby the Omer.
83 PAYMENTS ON ACCOUNT Or, r,BASIC SERNWES
8,3,1 Payments for 13asio Services shall be made monthly and, where applicable, shall be in proportion to services performed within each phase of service, on the
basis setforth in Section 2 of the Agreementand the schedule oftturk.
8,3,2 If and to the extent that the time initially established in the Agreement is exceeded or extended tuoughno fault of the Dostgakrofessional, compensation for any
services rendered daring the additiondperiod of time shall be computed inthe manner set forth in Section 2 of tho Agreement
833 When compensation is based on a percentage of Construction Cost and any portions of the Project are deleted or otherwise not constructed, compensation for
those portions of the Project shall be payable to the extent services are performed on those portions, in accordance with the schedule set forth in Section 2 of the
Agreement based on (1) the lowest bona fide bid or (2) if no such bid or proposal is received, the most recent preliminary estimate ofConstruotion Cost or detailed
estimate of-Construction Cost for suohportions of the Project.
8.4 PAYMENTS ON ACCOUNT OF ADDITIONAL SERVICES
Page 6 of 8
)TWisc%lankvotinAGENERAL CONDITIONS - ARCHITECT ENGINEERItevised 052209,doe Revised 5.30.02
8.4.1 Payments on account of the Design Professional's Additional Services and for Reimbursable Expenses shall be made monthly within 30 days after. the
presentation to the Owner of the Design Professional's statement of services rendered or expenses incurred_
8.5 PA'YMEiNTS MTAM- LD No deductions shag be made from the Design Professional's compensation on account ofpenalty, liquidated damages or other sums withheld
from payments to contractors, or on account ofthe cost of changes in the work other than those for which the Design Professional is responsible.
ARTICLE 9 INDEMNITY
9.1 The Design Professional shall indemnify and save and hold harmless the Owner and Its officers, agents, and employees from and against any and all liability,
claims, demands, damages, losses, and expenses, including, but not limited to court costs and reasonable attorney fees incurred by the Owner, and including, without
limitation, damages for bodily and personal injury, death and property damage, resulting from the negligent acts or omisslons of the Design Professional or its officers,
shareholders, agents, or omployees intheperfonnance of the Agreement.
9.2 Nothing herein shall be construed to create a liability to any person who Is not a party to the Agreement, acrd nothing herein shall wive any of the parties' defenses,
both at law or equity, to any claim, cause of action, or litigation filed by anyone not a party to the Agreement, including the defense of governmental immunity, which
defenses are ]rereby expressly reserved.
ARTICLE 10 INSURANCE During the performance of the Services under the Agreement, Design Professional shall maintain the following insurance with an
insurance company licensed or authorized to do business in the Stale of Texas by the State insurance Commission or any successor agency that has a rating with Best
Rate Carriers of at least on A or above:
101 Comprehensive Oeneral Liability Insurance with bodily injury limits ofnotless than $1,000,000 for eaehocourrence and not less than $2,000,000 in tho aggregate,
and with property damagelimits ofnot less than $100,000 for each occurrence and not less than $250,000 in the aggregate,
10.2 Automobile Liability Insurance with bodily Injury limits ofnot less than $500,000 for each person and not less than $500,000 for each accident, and wilt property
damage limits of not less than $100,000 for each accident,
10,3 Worker's Compensation Insurance in accordance tvith statutory requirements, and Employers' Liability Insurance with limits of not less than $100,000 for each
accident including occupational disease.
10.4 Professional Liability Insurance with limits of not less than $1,000,000 annual aggregate.
10.5 The Design Professional shall furnish insurance certificates or Insurance policies to the Owner evidencing Insurance in compliance with this Article 10 at the time
of the execution of theAgreement The General Liability and Automobile Liability insurance policies shall name the Owner as an additional insured, tine Workers'
Compensation policy shall contain awaiver ofsubrogation in favor of the Owner, and each policy shall contain aprovision, that suohinsuranee shall not be canceled or
modified without thirty (30) days' prior written notice to Owner and Design Professional, In such event, the Design Professional shall, prior to the effective date of the
change or cancellation, furnish Owner with substitute certificates of insurance meeting the requirements ofthis Article 10.
ARTICLE II MTSCELLANEOUSPROViSIONS
11.1 The Agreement shall be governed by the laws ofthe State of Texas. Venue of any suitor cause of action under the Agreement shall lie exclusively in Denton County,
Texas.
11.2 The Owner and Design Professional, respectively, bind themselves, their partners, successors, assigns and legal representatives to 1110 other party to this Agreement and to
the partners, successors assigns and legal representatives of such other party with respect to all covenants of this Agreement The Design Professional shall not assign. its
interests in the Agreementtvithoutthe written consent oftha Owner,
11.3 The tern Agreement as used herein includes the executed Agreement; the Proposal, these General Conditions end other attachments referenced in Section 3 of the
Agreement which together represent the entire and integrated agreement betwtien the Omer and Design Professional and supersedes all prior negotiations, representations or
agreements, either written or oral. The Agreement may be amended only by written instrument signed by both Owner and Design Professional. When interpreting the
Agreement the executed Agreement, Proposal, these General Conditions and the other attachments referenced in Section 3 of the Agreement shall to the extent that is
reasonablypossiblebe read soastohazmonizethaprovisions, However, should the provisions of these documents be in conflict sot hatthcy cannot be reasonably harmonized,
such documents shall be given priority in the following order.
1. TheexecutedAgreement
2. Attachments referenced in Section 3oftha Agreement otherthan the Proposal
3, These General Provisions
4. ThaProposal
11.4 ATothing contained in the Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either tho Owner or Design
Professional.
11,5 Upon receipt ofprior written approval of Owner, the Design Professional shall have the right to include representations of the design ofthe Projeo� including photographs
of the exterior and interior, among the Design Professional's promotional and professional materials. The Design Professional's materials sball not include the O"ner's
confidential orproprietary information if the Ownerhas previously advised theDesign Professional in writing of the specific infonnation considered by the Owncrto be cotrii-
dentialorproprielary. The Dmer shall provIdoprofessional credit for the Desl8a Profossiomil on Via corshuction sign and in the promotional materials fbr the Project
11.6 Approval by the Otmer shalt not constitute, nor be deemed a release ofthe responsibility and liability of the Design Professional, its employees, associates, agents,
subcontractors, and subconsultants for the accuracy and competency of their designs or other work; nor shall such approval be deemed to be an assumption of such
responsibility by the Owner for any defect in the design or other work prepared by the Design Professional, its employees, subcontractors, agents, and consultants.
Page 7 of 8
U:1MiscMank FormsIGENERAL CONDITIONS- ARCMIECT- MGMEERRevised 052209.doo • Revised 530.02
11,7 All notices, communications, and reports required orpermitted under the Agreement shell be personally delivered or mailed to the respective parties by depositing
some in the United States mail to the address shown below signature block on the Agreement, certified mail, return receipt requested, unless otherwise specified herein.
All notices shall be deemed effective upon receipt by the party to whom such notice is given, or within three (3) days after mailing.
11.8 ifany provision of the Agreementis Found or deemed by a court of competent jurisdictionto be invalid orunenforemble, it shall be considered severable from the
remainder of the Agreement and shall not cause the remainder to be invalid or unenforceable. in such event the parties shall reform the Agreement to replace such
stricken provisiontkith a valid and enforceable provision which comes as close as possible to expressing the intention of the stricken provision
11.9 no Design Professional shall comply with all federal, state, and local laws, rules, regulations, and ordinances applicable to the work covered hereunder as they
may now read orherainafter be amended during the term of this Agreement.
11.10 In performing the Services required hereunder, the Design Professional shall not discriminate against any person on.the basis of raoo, color, religion, sex,
national origin or ancestry, age, or physical handicap,
11.11 The captions of the Agreement are for informational purposes only, and shall not in any way affect the substantive terms or conditions of the Agreement.
Page 8 of 8
H;1MisMankFormAGERERAL CONDMONS•ARCMUCT ENOMER Revised 052209.doo Revised S•30-02
L ___N
Graham Associates, Inc.
CONSULTING ENGINEERS & PLANNERS
Exhibit 2
The Design Professional's Proposal
May 27, 2013
Mr. Frank Payne, P.E.
City Engineer
City of Denton
901 -A Texas Street
Denton, Texas 76209
RE: Proposal for Professional Services - Engineering Design of North Bonnie Brae Road from
IH 35E Northbound Frontage Road to Scripture Street
Dear Mr. Payne:
Graham Associates is pleased to present this proposal to provide professional services for the survey,
right -of -way determination, design, and construction administration to widen and improve North
Bonnie Brae Road from IH 35E Northbound Frontage Road to Scripture Street.
We understand that the final scope authorized for the section from IH35E to Scripture Street will be
only for the schematic phase that shall include a schematic layout and preparation of a preliminary
opinion of probable construction cost.
Our staff and sub - consultants proposed for the project are shown in the attached organizational chart
(Attachment Q. The summary of fees is shown in Attachment A, which includes both basic and
additional services. The estimate of construction costs for North Bonnie Brae is shown in Attachment
D. The proposed scope of services and deliverables are shown in Attachment E. Proposed schedules
are shown attached as Exhibit 3. The schedule of rates is attached as Exhibit 4.
Graham Associates shall comply with the City of Denton's "General Conditions to Agreement for
Architectural or Engineering Services ". Our firm shall also meet or exceed the insurance requirements
of Denton including a $3 million professional liability insurance policy.
Payment for Basic Services listed in Exhibit 3 shall be made monthly based on proportion of services
performed within each phase of work. Payment for Additional Services and reimbursable expenses
listed in Attachment A shall be made monthly based on statement of services rendered or expenses
incurred.
Please contact me if you need further information.
;CEO ectfully Submitted,
A-0
Wagnon,
Graham Associates, Inc. TBPE Firm #F -1191
Summit Office Park Centerpoint Three Chase Bank
1300 Summit Ave., Suite 419 600 Six Flags Drive, Suite 500 3200 Broadway Blvd, Suite 268
Ft. Worth, Texas 76102 -4418 Arlington, Texas 7601 1 -6356 Garland, Texas 75043 -1 571
(817) 332 -5756 (817) 649 -1914 • Metro (817) 640 -8535 (972) 840 -6671
Fax (817) 336 -6909 FAX (817) 633 -5240 FAX (972)- 840 -6671
•j.y.
u
0
0
a�
cz
W o
w W
PIZ
� O
u
Wz�
p W N
� m
x
Cd
O
OJ
�I
PQ
O
PQ
O
z
y v
CO
p
400
P-4 w
LA
o "'
z4
W
V)
v
.y
co
m
U
U�
O
H
N
0
O
v
00
m
CL
LA �
U
a
v
Ld
ri
N r'a
M
ci
In Co
U
U�
O
H
N
0
O
v
00
m
CL
4-J
4
bjD 4-
W
o cc; 0
O
GJ
O
PQ
O
H 11
1411
0 0 I
Pi
pq
O P4 en 3
Un
z
0v)
0
9b
Ln
M
Cc, F 0 °g. c;
;as
4q rl 06
g, Vy M
7
00
ol
0
W
4'
i
i-F,
U
00
ccl
x
Ln
z
0
�4
P4
u
V)
0
F-4 0
F-4
C-4
0
W
R i
CL
0
Ln
00
0
00
IR
0
1.4
P
06
0
ci
n
ch
0
rl
n1 0
N
Q
L'i
00
6
N
(3)
00
-V�
�q
N
-V)-
ccl
x
Ln
z
0
�4
P4
u
V)
0
F-4 0
F-4
C-4
0
W
R i
CL
North Bonnis Brae - IH -35E to Scripture
Fee Estimate - May 2013
Construction Plans
Schematic
51,330.75
Principal
27 hours
@
$150
$
4,050.00
Senior Engineer
108 hours
@
$125
$
13,500.00
Registered Engineer
340 hours
@
$100
$
34,000.00
Senior Hydrologist
54 hours
@
$125
$
6,750.00
Graduate Hydrologist
54 hours
@
$95
$
5,130.00
Graduate Engineer
540 hours
@
$90
$
48,600.00
Technician IV
540 hours
@
$90
$
48,600.00
Technician III
1080 hours
@
$75
$
81,000.00
Technician II
810 hours
@
$60
$
48,600.00
Technician I
270 hours
@
$50
$
13,500.00
Clerical
135 hours
@
$35
$
4,725.00
CADD
1350 hours
@
$25
$
33,750.00
SUBTOTAL $ 342,205.00 (not used)
SUBTOTAL $ 59,215.00 (not used)
Schematic
51,330.75
20% Plans
29,087.43
Traffic Control
Principal
5 hours
@
$150
$
750.00
Senior Engineer
30 hours
@
$125
$
3,750.00
Registered Engineer
25 hours
@
$100
$
2,500.00
Graduate Engineer
15 hours
@
$90
$
1,350.00
Technician IV
30 hours
@
$90
$
2,700.00
Technician III
80 hours
@
$75
$
6,000.00
Technician II
10 hours
@
$60
$
600.00
Technician 1
10 hours
@
$50
$
500.00
Clerical
10 hours
@
$35
$
350.00
CADD
50 hours
@
$25
$
1,250.00
SUBTOTAL
$
19,750.00 (not used)
Utility Coordination
Principal
4 hours
@
$150
$
600.00
Senior Engineer
20 hours
@
$125
$
2,500.00
Registered Engineer
40 hours
@
$100
$
4,000.00
Technician IV
40 hours
@
$90
$
3,600.00
Technician III
20 hours
@
$75
$
1,500.00
Clerical
10 hours
@
$35
$
350.00
CADD
40 hours
@
$25
$
1,000.00
SUBTOTAL
$
13,550,00 (not used)
50% Plans
6,775.00
Quality Assurance /Quality Control
Senior Engineer
40 hours
@
$125
$
51000.00
Clerical
10 hours
@
$35
$
350.00
SUBTOTAL
$
5,350.00
30% Plans
1,605.00
Bidding /Construction Assistance
Principal
2 hours
@
$150
$
300.00
Senior Engineer
222 hours
@
$125
$
27,750.00
Registered Engineer
206 hours
@
$100
$
20,600.00
Graduate Engineer
10 hours
@
$90
$
900.00
Technician IV
4 hours
@
$90
$
360.00
Technician III
50 hours
@
$75
$
3,750.00
Technician II
20 hours
@
$60
$
1,200.00
Survey Crew (2 -Man)
20 hours
@
$120
$
2,400.00
Clerical
38 hours
@
$35
$
1,330.00
CADD
25 hours
@
$25
$
625.00
SUBTOTAL $ 59,215.00 (not used)
North Bonnis Brae - IH -35E to Scripture
Fee Estimate - May 2013
Inspection Services - Construction Administration - Full Time
Technician IV 1920 hours @ $90
SUBTOTAL
Design Surveying
Technician IV
Survey Crew (3 -Man)
Survey Boundary Work
Graduate Engineer
Technician IV
Survey Crew (3 -Man)
Topographic Survey
Technician IV
Survey Crew (3 -Man)
Right -of -Way and Exhibits
6 hours
@ $90
16 hours
@ $145
SUBTOTAL
30 hours
@ $90
70 hours
@ $90
100 hours
@ $145
SUBTOTAL
120 hours
@ $90
247 hours
@ $145
SUBTOTAL
25 Title Surveys @ $800 /each
9 Corner Clips @ $800 /each
8 Sheets Right -of -Way Strip Map
Cover Sheet and Parcel Summary
29 Water Easements @ $800 /each
10 TCE Easments @ $800 /each
SUBTOTAL
$ 172,800.00
$ 172,800.00 (not used)
$ 540.00
$ 2,320.00
$ 2, (.-W
$ 2,700.00
$ 6,300.00
$ 14,500.00
$ 23,500.00
$ 10,800.00
$ .35,815.00
$ --T6,Z=
$ 20,000.00
$ 7,200.00
$ 20,000.00
$ 4,000.00
$ 23,200.00
$ 8,000.00
$ 82,400.00
Exhibit 2 - Attachment B
ESTIMATED SHEET TOTALS
Subtotal Number of Sheets = 32
Cross - Section Plans
Cover p
Cross - Sections p
Subtotal Number of Sheets =
Sheet Description
0
Right -Of -Way Strip Maps
Cover Sheet
Parcel Summary
Right -Of -Way Map Sheets
Subtotal Number of Sheets =
Subtotal Number of Sheets =
Total Number of Sheets =
Number of Sheets
1
2
8
11
43
75
IH -35E to Scripture St
Sheet Description
Number of Sheets
Cover Sheet
1
Quantity Sheets
p
Survey Control Layout
4
Typical Sections
8
Erosion Control
p
Erosion Control Details
p
Traffic Control
p
Paving Plan /Profiles
17
Intersection Grading Plan
p
Driveways
p
Retaining Walls
p
Drainage Area Map
2
Runoff Computations
p
Inlet Computations
p
Storm Drainage Computations
p
Drainage Plan /Profiles
p
Drainage Laterals
p
Street Lights
p
Pavement Markings & Signage
p
Traffic Signals
p
Details
p
Subtotal Number of Sheets = 32
Cross - Section Plans
Cover p
Cross - Sections p
Subtotal Number of Sheets =
Sheet Description
0
Right -Of -Way Strip Maps
Cover Sheet
Parcel Summary
Right -Of -Way Map Sheets
Subtotal Number of Sheets =
Subtotal Number of Sheets =
Total Number of Sheets =
Number of Sheets
1
2
8
11
43
75
0
T
m1
0
R R bL p-
r'v R .
U c c v
a`
a W I � cc7
.0 0. •o C
C L
I Z '
N
e
v
C
z � E
r
s
c
a
L a
O
d �
E �
n
rl
Q
U
bl)
� C
� W
c a
v �
Q
F
r a
C •V
E C
E -�
>a�
o v
u_ =C7
a 3
0
a
5
�1
M
� N
r �
O
N
N U_
C
c
00
� -1
rl
Q
u�
Z
v . _ cu
d
E W c
q L G
41 0.
on
a 0 0
G
C 1
L
ATTACHMENT D
Bonnie Brae Street
IH -35E to Scripture St.
Summary of Construction Costs
May 2013
Paving, Traffic Control, Erosion Control, Retaining Walls $ 3,147,531.80
Traffic Signals $ 825,000.00
Drainage $ 926,936.25
Street Lights $ 203,772.00
Pavement Markings $ 39,448.50
Water $ 619,195.00
Sewer $ 277,450.00
Total $ 6,039,333.55
PAVING
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
lijem
`
"ra ,'a`,,, „ , Description
:Quantity!
Unlit
Unit$Price
.ic .. wxs
Item =Cost
esre...c.,..�.a$�.1..
1
Preparing Right of Way
41
STA
$ 2,250.00
$ 92,250.00
2
Excavation
28,472
C.Y.
$ 4.00
$ 113,888.00
3
Embankment
11,389
C.Y.
$ 3.00
$ 34,167.00
4
Backfill
41
STA
$ 85.00
$ 3,485.00
5
Topsoil
18,176
S.Y.
$ 0.75
$ 13,632.00
6
Block Sodding
15,346
S.Y.
$ 1.80
$ 27,622.80
7
Seeding
2,830
S.Y.
$ 0.30
$ 849.00
8
Lime Slurry
725
TON
$ 150.00
$ 108,750.00
10
Lime Treatment 12"
36,257
S.Y.
$ 3.00
$ 108,771.00
11
Concrete Pavement 6" Drives
1,565
S.Y.
$ 47.00
$ 73,555.00
12
Concrete Pavement 10" Cross Streets
3,847
S.Y.
$ 45.00
$ 173,115.00
13
Concrete Pavement 11" Bonnie Brae
30,804
S.Y.
$ 50.00
$ 1,540,200.00
14
2" ACP Over 4" ACP
2,225
S.Y.
$ 35.00
$ 77,875.00
15
Concrete Street Header
360
L.F.
$ 7.00
$ 2,520.00
16
Barricades, Signs, & Traffic Handling
24
MO
$ 4,500.00
$ 108,000.00
17
Landscape Pavers
1,617
S.Y.
$ 45.00
$ 72,765.00
18
Retaining Wall (spreadfooting) w /Formliner
1,500
S. F.
$ 56.00
$ 84,000.00
19
Mono Curb
14,450
L. F.
$ 2.00
$ 28,900.00
20
Sidewalks
4,835
S.Y.
$ 45.00
$ 217,575.00
21
Curb Ramps
24
EA.
$ 1,500.00
$ 36,000.00
23
Erosion Control SWPPP
1
L.S.
$ 75,000.00
$ 75,000.00
24
Capital Improvement Signs
3
EA.
$ 750.00
$ 2,250.00
25
Remove Curb & Gutter
9,700
L. F.
$ 1.90 1
$ 18,430.00
26
Remove Existing Paving Asphalt
22,322
S.Y. 1
$ 6.00
$ 133,932.00
TOTAL $ 3,147,531.80
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
TRAFFIC SIGNALS
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
ITEM w
„ „ DES�CRIP,TIONS ;''
QUANTITYa
UNIT
UNIT PRIC
ITEiq COST s
1
Permanent Traffic Signals
3
EA.
$ 225,000.00
$ 675,000.00
Oak, Hickory, Scripture
2
Temporary Signals- Oak, Hickory
2
EA.
$ 75,000.00
$ 150,000.00
SUBTOTAL $ 825,000.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
DRAINAGE
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Amy
4 "IAQYant ty
, �U, it: w
.UA t i. e,.
AUK* s I"�
1
18" RCP (CL III)
755
L.F.
$ 35.00
$ 26,425.00
2
21" RCP CL III
160
L.F.
$ 39.75
$ 6,360.00
3
24" RCP (CL III)
650
L.F.
$ 45.00
$ 29,250.00
4
27" RCP (CL III)
720
L.F.
$ 53.50
$ 38,520.00
5
30" RCP (CL III)
250
L.F.
$ 60.00
$ 15,000.00
6
33" RCP (CL III)
350
L.F.
$ 67.00
$ 23,450.00
7
36" RCP (CL III)
1,050
L.F.
$ 80.00
$ 84,000.00
8
39" RCP (CL III)
455
L.F.
$ 86.50
$ 39,357.50
9
42" RCP (CL III)
90
L.F.
$ 93.75
$ 8,437.50
10
45" RCP (CL III)
1,120
L.F.
$ 97.50
$ 109,200.00
11
54" RCP (CL III)
325
L.F.
$ 125.00
$ 40,625.00
12
10' Recessed Curb Inlet
4
EA.
$ 3,500.00
$ 14,000.00
13
12' Recessed Curb Inlet
4
EA.
$ 3,700.00
$ 14,800.00
14
16' Recessed Curb Inlet
11
EA.
$ 4,000.00
$ 44,000.00
15
20' Recessed Curb Inlet
8
EA.
$ 4,500.00
$ 36,000.00
16
Y - Inlet
2
EA.
$ 2,475.00
$ 4,950.00
17
Manhole Type 1
19
EA.
$ 5,250.00
$ 99,750.00
18
Junction Box Type 1
9
EA.
$ 8,000.00
$ 72,000.00
19
Trench Safety
5,925
L.F.
$ 1.50
$ 8,887.50
20
"FW" Wingwalls
2
EA.
$ 9,000.00
$ 18,000.00
21
5" Concrete Rip Rap
500
S.Y.
$ 45.00
$ 22,500.00
22
Remove Existing Storm Pipe
4,261
L.F.
$ 18.75
$ 79,893.75
23
Remove Existing Manhole
12
EA.
$ 500.00
$ 6,000.00
24
Remove Existing Curb Inlet
18
EA.
$ 600.00,$
10,800.00
25
Concrete Pavement Repair
1,590
L.F.
$ 47.001$
74,730.00
TOTAL $ 926,936.25
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
STREET LIGHTS
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Item
Y
Descr'i' tion r
QuantitYb<
w, �.�n.!t
1
35' White Concrete Street Light Pole
25
EA.
$ 3,000.00
$ 75,000.00
2
Pull Box
18
EA.
$ 525.00
$ 9,450.00
3
2" PVC Conduit
5,500
L. F.
$ 4.15
$ 22,825.00
4
2" Rigid Metal Conduit
300
L. F.
$ 6.75
$ 2,025.00
5
Street Light Pole Foundation
25
EA.
$ 788.00
$ 19,700.00
6
250 Watt Cobrahead Fixture
25
EA.
$ 975.00
$ 24,375.00
7
Electrical Service
3
EA.
$ 825.00
$ 2,475.00
8
#4 Bare Street Light Conductor
5,880
L. F.
$ 2.45
$ 14,406.00
9
#4 Insulated Street Light Conductor
11,760
L. F. 1
.85
$ 2.85--r$-
$ 33,516.00
TOTAL $ 203,772.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
PAVEMENT MARKINGS
Bonnie Brae Street
Ili -35E to Scripture St
May 1, 2013
Item,
�t � „h ,, ,Des raptoon _ . r.
4uantity�,
p:"Unit
L.F.
Jnit Pace
$ 3.00
Iteri Csosit
1
Type IB Double Line
550
$ 1,650.00
2
Type IIIA Barrier Line
2,400
L.F.
$ 2.00
$ 4,800.00
3
Type IVA Barrier Line
1,740
L.F.
$ 3.20
$ 5,568.00
4
Type IA Broken Line
6,990
L.F.
$ 1.50
$ 10,485.00
5
Type VA Stop Bar
535
L.F.
$ 6.10
$ 3,263.50
6
Type IA Broken Line C/R RPM
88
EA.
$ 4.00
$ 352.00
7
Type IIIA Barrier Line C/R RPM
240
EA.
$ 4.00
$ 960.00
8
Type IB Double Line A/A RPM
55
EA.
$ 4.00
$ 220.00
9 ISmall
Sign Assembly
27
EA.
$ 450.00
$ 12,150.00
TOTAL $ - 39,448.50
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
WATER
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
TOTAL $ 619,195.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
,.4uanti«
Unites
�r UnifPe 'Ite�%st�
K ...,
1
6" PVC Water Line
500
L.F.
$ 33.75
$ 16,875.00
2
8" PVC Water Line
1,090
L.F.
$ 39.75
$ 43,327.50
3
10" PVC Water Line
110
L.F.
$ 41.00
$ 4,510.00
4
16" PVC Water Line
4,100
L.F.
$ 48.00
$ 196,800.00
5
Standard Fire Hydrant
25
EA.
$ 1,800.00
$ 45,000.00
6
6" Gate Valve
25
EA.
$ 562.50
$ 14,062.50
7
8" Gate Valve
10
EA.
$ 750.00
$ 7,500.00
8
10" Gate Valve
1
EA.
$ 1,050.00
$ 1,050.00
9
16" Gate Valve
20
EA.
$ 1,200.00
$ 24,000.00
10
2" Air Release Valve
3
EA.
$ 2,625.00
$ 7,875.00
11
6" Blow Off Valve
3
EA.
$ 4,500.00
$ 13,500.00
12
Salvage Fire Hydrant
7
EA.
$ 262.50
$ 1,837.50
13
2" Water Service (Short)
27
EA.
$ 975.00
$ 26,325.00
14
2" Water Service (Long)
10
EA.
$ 2,100.00
$ 21,000.00
15
Driveway Repair
330
L.F.
$ 12.00
$ 3,960.00
16
Rock Cushion
100
C.Y.
$ 22.50
$ 2,250.00
17
Sodding
450
L.F.
$ 1.50
$ 675.00
18
Connect to Exist Water Line
12
EA.
$ 1,125.00
$ 13,500.00
19
Ductile Iron Fittings
15
TN.
$ 5,625.00
$ 84,375.00
20
Trench Safety
5,800
L.F.
$ 1.50
$ 8,700.00
21
Temporary Pavement Repair
3,5301
L.F.
$ 23.25 1
$ 82,072.50
TOTAL $ 619,195.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
SEWER
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Itgj.
" Desciript�on,y.,. � x
.�
Quantity
#Unit
Un�tPrice
ItemCost
1
8" PVC Sewer Pipe
2110
L.F.
$ 30.00
$ 63,300.00
2
10" PVC Sewer Pipe
110
L.F.
$ 32.00
$ 3,520.00
3
15" PVC Sewer Pipe
600
L.F.
$ 42.00
$ 25,200.00
4
24" PVC Sewer Pipe
795
L.F.
$ 85.00
$ 67,575.00
5
Manhole
18
EA.
$ 4,000.00
$ 72,000.00
6
Extra Depth Manhole
100
V. F.
$ 90.00
$ 9,000.00
7
Trench Safety
3615
L.F.
$ 1.50
$ 5,422.50
8
Temporary Pavement Repair
500
L.F.
$ 23.25
$ 11,625.00
9
Concrete Encasement
290
L.F.
$ 22.50
$ 6,525.00
10
Remove Exist. Manhole
8
EA.
$ 450.00
$ 3,600.00
11
Tie to Exist S.S.
5
EA.
$ 600.00
$ 3,000.00
12
Rock Cushion
100
C.Y.
$ 22.50
$ 2,250.00
13
Sodding
2430
L.F.
$ 1.501
$ 3,645.00
14
Abandon Exist M.H.
3
EA. 1
$ 262.501
$ 787.50
TOTAL $ 277,450.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
ATTACFA ENT E
SCOPE OF SERVICES, DELIVERABLES AND RESPONSIBILITIES OF OWNER
NORTH BONNIE BRAE STREET IMPROVEMENTS
FOR THE CITY OF DENTON
GENERAL: The City of Denton North Bonnie Brae Street Improvements Project (the Project) will
include preparation of construction plans and bid documents, opinions of probable construction costs,
identification of right -of -way requirements and necessary ROW acquisitions, Owner utility relocation,
franchise utility relocation coordination, permitting and construction phase services.
ARTICLE I
BASIC SERVICES: GAI shall render the following professional services in connection with
the development of the Project:
A. Conceptual Design
1. Attend a kick -off meeting with the Owner to discuss the various aspects of the project
including planning and design criteria, work program and schedule, procedures of
communication, and assignments of personnel.
2. Obtain from the Owner, franchise utility providers, and the Texas Department of
Transportation (TxDOT) all available record drawings, planning reports, traffic
counts, zoning ordinances, and other data that may be pertinent in considering the
development of the preliminary alignments and the final design of the proposed
improvements.
3. Determine from a field reconnaissance of the project area the general layout of the
land for the improvements including location of existing above ground utilities and
drainage structures.
4. Develop a schematic layout with two (2) roadway route alternatives at critical
locations along the alignment. Submit four (4) copies of the schematic layout to the
Owner for review.
5. Attend meeting with Owner to discuss potential utility conflicts and the proposed
relocation plan. GAI will meet with the Owner's Project Manager and Engineering
staff first and utility staff later if necessary.
6. Attend a meeting with the Owner to discuss the alignment alternatives and
recommendations.
7. Upon Owner approval of alignment and the schematic design GAI will develop a
15% construction plan set with paving plan/profile sheets, intersection layouts, right -
of -way sheets.
Prepare a preliminary estimate of probable construction cost and submit with four (4)
sets of 15% plans for review.
9. Meet with the Owner to discuss the 15% design. GAI assumes that we will meet with
the Owner three (3) times during the 15% design phase.
10. Submit 15% plans to utility companies for review and comment. Attend a preliminary
coordination meeting with the franchise utility companies.
11. GAI will attend a coordination meeting with DCTA and TxDOT to coordinate plan
approval and future permits for the project.
ARTICLE II
ADDITIONAL SERVICES (DESIGN PHASE):
A. Design Surveying
Establish horizontal and vertical control for the project from existing TxDOT control
monuments. Establish adequate control points and benchmarks for construction of
the project. Cross -tie all survey control to City of Denton benchmarks.
2. Provide a topographic survey of the project. The topographic survey shall extend the
entire length of Bonnie Brae Street from IH -35E Northbound Frontage Road to
University Drive. The survey corridor shall be 200' wide, extending 100' on each
side of the proposed roadway centerline, and shall extend a minimum of 200' along
all intersecting streets. The survey shall consist of roadway cross sections taken at
50' intervals, locating all existing features such as water valves (including top of nut
elevation), curb & gutter, asphalt, driveways, culverts, headwalls, mailboxes,
geotechnical boring locations, sanitary and storm sewer manholes (including invert
elevations with flowlines, sizes and material types), trees with 6" or greater diameter
at 4' height, tops and toes of slopes, visible utilities, utilities marked by others, power
poles, telephone risers, and all other visible features.
3. Provide additional topographic surveying at two creek crossings for hydraulic
modeling. The limits of the survey will extend 500' upstream and downstream from
the existing crossings. Trees will not be surveyed in these areas.
B. Environmental Services (Blanton & Associates & GAI)
The following environmental services shall be performed in support of the Bonnie Brae
Street Improvements Project:
1. Compile existing data and perform an initial desktop analysis of environmental
conditions of the project area. Prepare maps and other data necessary for site visit.
4. Conduct site visit. Verify and characterize the City's mapped Environmentally
Sensitive Areas (ESAs) in the area affected by the proposed project. Perform a
preliminary jurisdictional determination to identify and delineate boundaries of
waters of the U.S., including wetlands. Make note of areas of potential
environmental contamination within the project area that may warrant further
investigation. Evaluate the project area for federally listed threatened or endangered
species habitat.
Prepare a draft of the North Central Texas Council of Government's ( NCTCOG)
Environmental Review Checklist for the Owner's review and comment. Incorporate
comments and submit the revised checklist to the NCTCOG through the Owner for
review and comment.
Coordinate with cultural resources sub - consultant. Review and provide comments on
draft cultural resources report.
7. Coordination with NCTCOG. This task would include answering questions and
providing additional information through the Owner if requested by the reviewing
agencies. This task assumes a maximum of three requests for clarification and
information. Contested application proceedings and requests for multiple site visits
are not included in this task.
8. If the preliminary jurisdictional determination results indicate that the impact to the
waters of the U.S. exceeds 0.1 acre but is less than 0.5 acre, or if a jurisdictional
wetland is identified within the affected area, then GAI will prepare a draft
preconstruction notification (PCN) for coverage of road crossings. Submit the draft
PCN to the Owner for review and comment. Incorporate comments and submit the
revised PCN to the U.S. Army Corps of Engineers (USACE) for verification. This
task assumes that any required compensatory mitigation for impacts to waters of the
U.S. would be satisfied by the Owner's purchase of mitigation bank credits.
Preparation of a detailed mitigation plan is not included in this task.
Historical Land Use Review — Perform an investigation into prior ownership and past
land uses on the subject property. GAI will attempt to identify obvious uses of the
subject property from the present back to the property's first developed use, or back
to 1940, whichever is earlier. To accomplish this task, GAI will review the following
records (if available):
(i) Interviews with City representatives and property owners /tenants.
(ii) Historical aerial photography.
(iii) City directory abstracts.
(iv) Sanborn fire insurance maps.
(v) Recorded environmental easements or liens on the subject property.
8. Regulatory Agency Records Review — GAI will review information found in federal
and state regulatory records for the subject property, including records related to
environmental- related permits, notices -of- violation, and incidents involving use,
disposal, or accidental release of hazardous substances, petroleum products, or other
waste materials. Local records, if available, related to the subject property will also
be reviewed for indications of environmental concern.
9. Site Reconnaissance Visit — GAI will perform a site reconnaissance visit to the
subject property. Existing environmental conditions will be documented on the site.
GAI will look for potential indicators of environmental concerns such as stained soils
or other surfaces, stressed vegetation, exposed piping, and evidence of improper use
or disposal of regulated substances. GAI will document the condition of each
property using photographs. Copies of photographs will be included in the report.
10. Report Preparation — Following the completion of Tasks a) through b), a report will
be prepared for the subject property documenting our findings. The report will
contain a narrative of our findings, recommendations for additional environmental
investigations, as needed, and copies of all data obtained relevant to each subject
property. The report will contain appropriate maps, figures, and photographs.
11. Conduct an archaeological evaluation and submit a Request for State Historic
Preservation Officer (SHPO) Consultation Form to the Texas Historical Commission
(THC). In addition to the information available through online databases, a review of
projects conducted by AR Consultants (ARC) and other contract archaeological firms
in or near the project area as well as information that may not be available from Texas
Archeological Studies Association (TASA) but will be available from the University
of North Texas will be synthesized in the evaluation. Additionally, an employee of
ARC will visit the project area to take photographs and conduct a windshield survey
of the study area. A letter report is to be provided to the Owner that presents the
findings of the research and recommendations regarding the archaeological potential
for the project and how to proceed. Once the Owner comments on the letter report,
ARC will submit a letter report to the THC for their 30 -day review period. The
evaluation will include a database search of the following resources: Texas
Archaeological Site Atlas, historic maps, USGS maps, aerial photographs, geological
maps, county soil surveys, Denton County Appraisal District.
12. If a survey is required, secure an archaeological survey permit from the Texas
Historical Commission (THC). This will require obtaining the signature of an official
with the City of Denton.
13. Conduct a comprehensive cultural resources pedestrian survey of the proposed
roadway. Besides the systematic survey of the proposed route, it is assumed that 75 or
more shovel tests will be excavated in order to meet the guidelines for pedestrian
surveys published by the Texas Historical Commission. Each shovel test will be 30
cm in diameter and will be excavated in 10 cm levels. Soil from the shovel tests will
be passed through 1 /a" mesh shaker screens. If the clay content of the sample is too
high, the soils will be manually broken and inspected.
Due to the depth that the roadway will be excavated and the shallow depth of the A-
horizon above the pre - Holocene sediments that are described by the Soil
Conservation Service, it is not expected that mechanical trenching will be necessary.
M. Site boundaries, i.e. the limits of any archaeological sites or structures that are
recognized during survey and testing will be defined on the horizontal plane and
deposit depth will also be defined as necessary.
15. Perform detailed artifact analysis if artifacts are recovered and then prepare a draft
technical report.
16. Records and artifacts will be prepared for curation at the Texas Archeological
Research Laboratory (TARL) at The University of Texas. The cost of records
curation is included in the proposed cost, but if artifacts are recovered, their
preparation for curation and . the cost of perpetual curation will be negotiated with
TARL and will be an additional services item.
17. The draft written report will be submitted to the Owner. After comments have been
addressed, it will be submitted to the THC and Corps of Engineers (COE) for review
and comment. The report will meet the standards for cultural resource reports
prepared by the Council of Texas Archeologists (n.d.) and adopted by the THC. The
THC will serve at the official reviewer for the COE, but a copy of the draft report and
cover letter will be submitted to the COE for their review.
18. Revisions of the draft report will be prepared after it has been reviewed and review
comments have been addressed. Once a final draft has been prepared, it will be
resubmitted to the Owner for review and then again to the THC and COE.
19. Curation of records and artifacts will be completed in order to satisfy the permit
requirements.
20. The final technical report will be printed and the necessary copies submitted to the
Owner, the COE, and the THC. One copy of the final report and an archival quality
CD will be submitted to the THC as required by the permit and five copies of the
final technical report and an archival quality CD with the report will delivered to the
Owner.
C. Right -of -Way Services (Crossland Acquisitions) (Additional Service if Requested)
1. Pre - Acquisition Services:
a) Hire a title company to provide preliminary ownership and easement
information.
b) Work with surveyor in development of right of way maps and legal
descriptions of needed property rights.
c) Provide detailed right of way cost estimates on a parcel by parcel basis.
d) Assist in preparing and obtaining any Rights of Entry necessary for surveying,
geotechnical investigations and environmental services.
2. Title Services:
a) Review preliminary title commitment or preliminary title search information
provided by the title company.
b) Secure title commitments and updates in accordance with insurance rules and
requirements for parcel payment submissions.
c) Secure title insurance for all parcels acquired, insuring acceptable title in the
name of the City of Denton. Written approval by the City of Denton will be
required for any exceptions to coverage.
d) Attend closings and provide closing services in conjunction with Title
Company.
e) Record all original instruments immediately after closing at the respective
County Clerk's Office
3. Initial Appraisal:
a) Appraiser must be approved by the City of Denton.
b) Secure written permission from the owner to enter the property from which
land is to be acquired. If Agent, after diligent effort, is unable to secure the
necessary letter of permission from the property owner, a waiver must be
obtained, in writing from the City of Denton. Maintain permission letters with
appraisal reports.
c) Prepare and conduct personal pre - appraisal contact with interest owner(s) for
each parcel.
d) Contact property owners or their designated representative to offer
opportunity to accompany the appraiser on the appraiser's inspection of
subject property. Maintain record of contact in file.
e) Prepare complete appraisal report for each parcel to be acquired utilizing a
format approved by the City of Denton. These reports shall conform to the
City of Denton policies and procedures along with the Uniform Standards of
Professional Appraisal Practice.
fl As necessary, prepare written notification to the City of Denton of any
environmental concerns within the needed right of way to be acquired which
could require remediation.
g) All completed appraisals will be administratively reviewed and approved by
the City of Denton.
h) As necessary, the appraiser will appear and or testify as an Expert Witness in
eminent domain proceedings and be available for pre - hearing or pre -trial
meetings as directed by the City of Denton.
4. Right of Entry:
a) Prepare Right of Entry packets to include Landowner Bill of Rights, maps and
paperwork to be executed.
b) Mail merge ROE letters and labels for envelopes and file folders. The agents
with prepare and stuff envelopes for out of town owners or owners who have
indicated that they want to receive all of their initial information via mail.
c) The agent will initiate negotiator and contact logs and attend landowner
meetings for ROE documents. The agent will research additional contact
information for nonresponsive landowners.
5. Negotiation Services:
a) Analyze appraisal reports and confirm approved value prior to making offer
for each parcel.
b) Analyze preliminary title report to determine potential title problems and
propose methods to cure title deficiencies.
c) Prepare the initial offer letter and any other documents required or requested
by the City of Denton in a form acceptable to the City of Denton.
d) Contact each property owner or owner's designated representative and present
the written offer in person where practical. When owners do not wish to have
offers delivered in person, they will be mailed via certified mail with return
receipt for documentation of delivery /receipt. Maintain follow -up contacts
and secure the necessary instruments upon acceptance of the offer for the
closing.
e) Provide a copy of the appraisal report for the subject property exclusively to
the property owner or authorized representative at the time of the offer.
Maintain original signed Receipt of Appraisal.
f) Respond to property owner inquiries verbally and/or in writing within two
business days.
g) Prepare a separate negotiator contact report for each parcel file for each
contact.
h) Maintain parcel files of original documentation related to the purchase of the
real property or property interests.
i) Present counteroffers in a form as directed by the City of Denton. Transmit
any written counteroffer from property owners including supporting
documentation, and Agent's recommendation with regard to the counteroffer.
j) Prepare final offer letter as necessary.
k) Appear and provide Expert Witness testimony when requested.
6. Relocation Services:
a) Notify all property owners and potential displacees of eligibility for relocation
assistance and provide them with a Relocation Assistance Brochure at time of
initial contact. If possible, advise displacee of preliminary relocation benefits
at this time.
b) Contact and provide relocation assistance to property owners and tenants
affected by acquisition of right of way.
c) For residential relocations; locate, evaluate, and maintain files on comparable
available housing.
d) Calculate replacement housing supplement benefits.
e) Compute and submit request for relocation housing /rental supplement to the
City of Denton along with supporting documentation.
f) Provide 90 -day notice to vacate simultaneously with the delivery of the
relocation benefits package.
g) Sixty days later or upon acquisition of the parcel, whichever occurs later, issue
a 30 day letter.
h) Notify the City of Denton immediately if displacee does not move after 30-
day notice expires.
i) Perform a decent, safe, and sanitary inspection of the replacement housing in
accordance with the City of Denton.
j) Prepare moving plan with appropriate photos and sketches along with
inventory of personal property to be moved for non - residential moves.
k) Request moving estimates from moving companies as needed.
1) Coordinate moves with displaced homeowners, business owners, and tenants
and with moving companies in accordance with the City of Denton
procedures.
m) Maintain relocation contact logs.
n) Attend closings on replacement property if requested by any party involved,
and assure supplemental payment is properly distributed.
o) Process and compute increased interest payments as required.
p) Relocation agent shall be available for any appeals or hearings.
q) Prepare all relocation payment claim submissions for all displacees on parcel.
r) Deliver payments in accordance with the City of Denton guidelines.
7. Condemnation Support:
a) Pre - Hearing Support
(i)
Upon receipt of a copy of the final offer, request an updated title
commitment for Eminent Domain from the Title Company.
(ii)
Prepare a condemnation package as directed by the City of Denton and
deliver the package to the City of Denton's designee or legal counsel.
(iii)
Upon notification from the City of Denton request the update of
appraisal.
(iv)
Upon receipt of condemnation packet documents prepared by Counsel
for the City of Denton, Agent will file the original petition with the
County Court at Law or other appropriate Court for a cause number to
be assigned.
(v)
File the Lis Pendens including the cause number with the County
Clerk's Office.
(vi)
Upon assignment of a court, file the Order Appointing Commissioners
with the judge retaining a copy of the Order for the files.
(vii)
Following appointment of Commissioners by the judge, secure the
following documents: Oath of Commissioners signed by the
Commissioners, Order Setting Hearing, and 2 copies of the,Notice of
Hearing signed by the Commissioners.
(viii)
File all originals with the court and send copies marked "copy" to
Counsel for the City of Denton.
(ix)
Send a copy of the petition to the Title Company so that they can
assure all required parties were joined and that no changes in title have
occurred.
(x)
Set the Commissioners Hearing after the updated appraisal has been
submitted, if there is no change in value. If there is an increase in
value, upon approval by City of Denton make a revised final offer and
submit a copy of the revised final offer letter.
(xi)
Reserve a room for the hearing.
(xii)
Coordinate the hearing date with Counsel for the City of Denton, the
Appraiser, the Engineering witness, the three Special Commissioners,
the court reporter and any other parties designated by the City of
Denton.
(xiii) Coordinate a pre - hearing conference if required by Counsel for the
City of Denton.
(xiv) After the hearing is set, serve Notices of Hearing to the indicated
parties at least 11 days prior to the Commissioner's hearing. If it is
necessary to join the Federal Government, be advised that they must
be served not later than 60 days prior to the date of the hearing.
(xv) Once the notices have been served, file the original notices with the
court and send copies stamped "copy" to Counsel for the City of
Denton.
(xvi) Send a reminder letter to all parties.
b) Post - Hearing Support
(i) Obtain the signatures of Commissioners and file with the court for the
judge's signatures within two days the Hearing.
(ii) Obtain and distribute to Counsel for the City of Denton certified
copies of the award.
(iii) File payment of the award in the registry of the court. File a Notice of
Deposit with the court and send certified copies to each defendant
notifying them of the date of the deposit. The Date of Deposit is the
Date of Take.
(iv) Take photographs of the interest to be acquired on the day of deposit.
(v) Send written notices of the date of deposit to all interested parties.
(vi) Appear as Expert Witness as requested.
ARTICLE III
EXTRA SERVICES: Extra Services to be performed by GAI, if specifically authorized in
writing by Owner, which are not included in the above- described Basic and Additional Services,
are described as follows:
A. Phase II Environmental Site Assessment services in accordance with ASTM standards to
identify and investigate the nature and extent of potential environmental contamination.
B. Tree survey to comply with City of Denton tree protection ordinance.
C. Field layouts or the furnishing of construction line and grade surveys.
D. Legal services for eminent domain hearings.
E. Historical structure survey for any structure that is within the proposal right -of -way that
is 50+ years old will be considered an additional service.
F. If buried features or structures are located, it may be necessary to conduct formal
National Register of Historic Places testing to satisfy the THC. The costs of in -depth
NRHP testing or mitigation excavation will be considered an additional service.
G. Documenting and Recording Historic Structures.
H. GIS mapping services or assistance with these services.
I. Providing additional 3D renderings or revisions to existing 3D renderings of the project
design.
J. Making revisions to drawings, specifications or other documents when such revisions are
1) not consistent with approvals or instructions previously given by Owner or 2) due to
other causes not solely within the control of GAI.
K. Preparing applications and supporting documents for government grants, loans, or
planning advances and providing data for detailed applications.
L. Preparing data and reports for assistance to Owner in preparation for hearings before
regulatory agencies, courts, arbitration panels or any mediator, giving testimony,
personally or by deposition, and preparations therefore before any regulatory agency,
court, arbitration panel or mediator unless such litigation, mediation, arbitration, dispute
review boards, or other legal and /or administrative proceedings or hearings are caused by
actions or negligence of GAI or one of its subconsultants..
M. Assisting Owner in preparing for, or appearing at litigation, mediation, arbitration,
dispute review boards, or other legal and/or administrative proceedings in the defense or
prosecution of claims disputes with contractor(s) unless such litigation, mediation,
arbitration, dispute review boards, or other legal and /or administrative proceedings in the
defense or prosecution of claims disputes with contractor(s) are caused by actions or
negligence of GAI or one of its subconsultants.
N. Assisting Owner in the defense or prosecution of litigation in connection with or in
addition to those services contemplated by this AGREEMENT unless such litigation,
mediation, arbitration, dispute review boards, or other legal and/or administrative
proceedings in the defense or prosecution of claims disputes with contractor(s) are caused
by actions or negligence of GAI or one of its subconsultants. Such services, if any, shall
be furnished by GAI on a fee basis negotiated by the respective parties outside of and in
addition to this AGREEMENT.
O. Performing investigations, studies, and analysis of work proposed by construction
contractors to correct defective construction work.
P. Design, contract modifications, studies or analyses required to comply with local, State,
Federal or other regulatory agencies that become effective after the date of this
agreement.
Q. Services required to resolve bid protests or to rebid the project for any reason, unless such
rebid is directly caused by actions or negligence of the engineering professional.
R. Visits to the site in excess of the number of trips included in Article I for periodic site
visits, coordination meetings, or contract completion activities.
S. Any services required as a result of default of the contractor(s) or the failure, for any
reason, of the contractor(s) to complete the work within the contract time.
T. Providing services after the completion of the construction phase not specifically listed in
Article I.
U. Providing basic or additional services on an accelerated time schedule. The scope of this
service includes the cost for overtime wages of employees and consultants, inefficiencies
in work sequence and plotting or reproduction costs directly attributable to an accelerated
time schedule directed by the Owner.
V. Providing services made necessary because of unforeseen, concealed, or differing site
conditions or due to the presence of hazardous substances in any form.
W. Providing services to review or evaluate construction contractor(s) claim(s), provided
said claims are supported by causes not within the control of GAI.
X. Providing value engineering studies or reviews of cost savings proposed by construction
contractors after bids have been submitted.
Y. Provide follow -up professional services during contractor's warranty period.
ARTICLE IV
TIME OF COMPLETION: GAI is authorized to commence work on the Project upon
execution of this AGREEMENT and agrees to complete the services in accordance with the
schedule shown as Exhibit 3 of this document.
If GAI's services are delayed through no fault of GAI, GAI shall be entitled to adjust contract
schedule consistent with the number of days of delay. These delays may include but are not
limited to delays in Owner or regulatory reviews, delays on the flow of information to be
provided to GAI, governmental approvals, etc. If the project is placed on hold by the Owner for
more than six months, GAI reserves the right to negotiate additional compensation for additional
services related to the delay.
ARTICLE V
RESPONSIBILITIES OF OWNER: Owner shall perform the following in a timely manner so
as not to delay the services of GAI:
A. Designate in writing a person to act as Owner's representative with respect to the services
to be rendered under this AGREEMENT. Such person shall have contract authority to
transmit instructions, receive information, interpret and define Owner's policies and
decisions with respect to GAI's services for the Project.
B. Provide all criteria and full information as to Owner's requirements for the Project,
including project objectives and constraints, space, capacity and performance
requirements, flexibility and expandability, and any budgetary limitations; and furnish
copies of all design and construction standards which Owner will require to be included
in the plan.
C. Assist GAI by placing at GAI's disposal all available information pertinent to the Project
including previous reports, GIS mapping and data, and any other data relative to
completion of the Project.
D. Examine all studies, reports, sketches, drawings, specifications, proposals and other
documents presented by GAI, obtain advice of other consultants as Owner deems
appropriate for such examination and render in writing decisions pertaining thereto
within a reasonable time so as not to delay the services of GAI.
E. Furnish approvals and permits from all governmental authorities having jurisdiction over
the Project and such approvals and consents from others as may be necessary for
completion of the Project.
F. Attend and take leadership role in project progress meetings and other project related
meetings and attend and moderate the public meetings.
G. Give notice to GAI whenever OWNER observes or otherwise becomes aware of any
development that affects the scope or timing of GAI's services, or any defect or
nonconformance of the work of any contractor.
H. Contact other departments within the City of Denton and coordinate with them to obtain
record drawings of other utilities, buildings, or infrastructure as needed.
t
\ \ k4
A2 /2
�I «
.T
7
k
; \ �
) /� \\
i)\
0 LLI
9 , 2 A m , , 9 A 4 4 -- ; 4
. w..:.:
.
k
!
\'a
\\
ƒ
:/
E
.T
7
k
; \ �
) /� \\
i)\
0 LLI
9 , 2 A m , , 9 A 4 4 -- ; 4
North Bonnie Brae
Exhibit 4
Graham Associates. Inc.:
Principal
$150.00
Senior Engineer
$125.00
Registered Public Land Surveyor
$125.00
Senior Hydrologist
$125.00
Registered Engineer
$100.00
Graduate Engineer
$90.00
Graduate Hydrologist
$95.00
Technician IV
$90.00
Technician III
$75.00
Technician II
$60.00
Technician I
$40.00
GPS Survey Crew
$130.00
3 Man Survey Crew
$140.00
2 Man Survey Crew
$120.00
Clerical
$35.00
CADD Station
$25.00
Schrickel. Rollins & Associates. Inc.:
Project Manager
$150.00
Senior Engineer
$120.00
Engineers
$90.00
Senior Landscape Architect
$95.00
Landscape Architect II
$80.00
Landscape Architect I
$66.00
Lic. Irrigator
$70.00
CAD Technician
$70.00
Clerical
$60.00
Blanton and Associates. Inc.:
Senior Project Manager
$136.47
Senior Scientist
$108.39
Env. Scientist/Planner
$103.89
Cartography
$87.38
Env. Tech
$81.54
CADD Tech
$72.82
Secretary
$65.02
Clerical Staff
$48.06
Other Direct Expenses
Mileage $.500 (mile)
Standard Postage
$.42 (letter)
Overnight Mail- letter size
$16.00 each
Overnight Mail - oversized box
$ 40.00 each
Photocopies B/W (8 1 /2 "x 11 ") $
$0.10 each
Photocopies B/W (11 "x 17 ") $
$0.20 each
Photocopies Color (8 1 /2 "x 11 ")
$ 0.20 each
Photocopies Color (11 "x17 ")
$ 0.40 each
Plots (B /W Bond)
$1.50 sq ft
Plots (Color Bond)
$ 2.50 sq ft
Lodging /Hotel (Taxes /fees not included)
$ 85.00 day
Meals (over night stay required)
$ 36.00 day
Backhoe Rental
$ 800.00 day
Hazmat Database Search
$ 500.00 search
Landtec Enizineers. LLC
19 DI MT1XQMJ
Project Geotechnical Engineer
$ 125.00
Senior Geotechnical Engineer
$ 135.00
Senior Project Manager
$ 150.00
Principal Engineer
$ 165.00
Senior Engineering Consultant
$ 195.00
Registered Professional Land Surveyor
$ 135.00
Expert Witness (Deposition and Trial)
$ Reg. Rt. x 1.5
Engineering Technician I
$ 40.00
Engineering Technician II
$ 50.00
Engineering Technician I1I
$ 60.00
Senior Engineering Technician
$ 65.00
Engineering Assistant /Specialist
$ 75.00
Word Processing /Clerical
$ 50.00
Drafting /CADD
$ 70.00
Field Survey
$ 115.00
Field Survey over 8 hrs /day
$ 125.00
GPS Equipment
$ 10.00
GPS Communications
$ 50.00
Robotic Equipment Charge
$ 10.00
Transportation (portal to portal)
$ 0.65 /mile
Transportation w /trailer (portal to portal)
$ 0.75 /mile
Minimum Transportation Charge
$ 50.00 /trip
Support Vehicle
$ 50.00 /day
Per Diem
$ 150.00 /day
Sample /Document Shipment.$
50.00 each
Plots /Copies
$ 50.00 /first plot;
$ 5.00 after first plot
Copies
$ 0.10 /page
DRILLING AND SAMPLING
Drilling and Intermittent Sampling in Soil
$ 16.00 /foot
Drilling and Continuous Sampling in Soil
$ 24.00 /foot
Drilling in Rock (Auger - no sampling)
$ 15.00 /foot
Core Drilling in Shale /Sandstone /Moderately
Hard Limestone
$ 25.00 /foot
Core Drilling in Very Hard Rock
$ 30.00 /foot
Field Penetration Tests, split spoon
Drill Rig Standby Time
or TxDOT cone
$ 35.00 /each
DRILLING AND SAMPLING CONT'D
Drilling Through Concrete
$ 100.00/hole
Mobilization of Rig (Local)
$ 300.00 /each
Minimum Drilling fee
$ 1250.00 /each
Plug Bore Hole with Bentonite
$ 7.50 /foot
Hollow Stem Auger Drilling (3.25 I.D.)
$ 140.00 /test
w /continuous bbl sampler
$ 27.00 /foot
Drill Rig Standby Time
$ 185.00/hour
SOIL
Atterberg Limits (liquid and plastic limits),
ASTM D4318
$ 60.00 /test
Percent Passing No. 200 Sieve,
ASTM D 1140
$ 50.00 /test
Standard Proctor,
ASTM D 698
$ 140.00 /test
Modified Proctor,
ASTM D 1557
$ 175.00 /test
TEX -113E
$ 225.00 /test
Processing Materials greater than No. 4
$ 65.00 /test
Sieve Analysis, ASTM D422
$ 70.00 /test
Lime /Atterberg Limits Series, 4 points
$ 250.00 /test
Soluble Sulfate, TxDOT 145E
$ 100.00 /test
Moisture Content, ASTM D433
$ 15.00 /test
Moisture Content and Unit Dry Weight
$ 25.00 /test
Hydraulic Conductivity,
ASTM 5084
$ 310.00 /test
Hydraulic Conductivity, COE
$ 310.00 /test
Hydrometer Analysis.
$ 115.00 /test
Specific Gravity
$ 60.00 /test
Unconfined Compressive Strength
$ 45.00 /test
Unconfined Compressive Strength (core)
$ 60.00 /test
Absorption - Pressure Swell
$ 100.00 /test
Free Swell
$ 75.00 /test
Bar Linear Shrinkage
$ 20.00 /test
California Bearing Ratio
(ASTM 1883)
$ 225.00 /point
Consolidation
$ 450.00 /test
Triaxial Shear —1.4 -inch, 2.0 -inch diameter specimens
(larger diameter specimens quoted upon request)
a. Unconsolidated Undrained:
- multiple specimen,
3 specimens minimum $ 85.00 /spec
- single specimen,
3 points minimum $ 85.00 /point
b. Consolidated Undrained
— with pore pressure measurements:
- multiple specimen,
3 specimens
$ 425.00 /spec
- single specimen,
3 points minimum
$ 425.00 /point
.c. Consolidated Drained:
- multiple specimen,
3 specimens minimum
$ 450.00 /spec
- single specimen,
3 points minimum
$ 450.00 /point
Direct Shear — 2.5 -inch diameter specimen
- Q -Test,
3 points minimum
$ 175.00 /point
- S -Test,
3 points minimum
$ 250.00 /point
Remolding samples
$ 60.00 /each
Geotechnical & Environmental Engineering
Construction Materials Testing
Laboratory Testing
September 28, 2012
Proposal No. 3156
Mr. Jim Wagnon, P.E.
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, TX 76011
Re: Proposal for Construction Materials Testing CMT Services
Bonnie Brae Street, Scripture Street to US Hwy 380, Denton, Texas
Dear Jim'
In accordance with your request we are herein submitting our proposal for Construction
Materials Testing services for the Bonnie Brae Street project including the section from
Scripture Street to US Highway 380 in Denton, Texas. This proposal is based on
information provided and discussed on September 27, 2012.
Based on our understanding of the roadway project, the existing street will be improved
to add additional lane width in both directions, resulting in a four lane arterial. The
proposed pavement includes reinforced Portland cement concrete paving on a stabilized
subgrade.
1.0 GENERAL
Based on the information currently available and our understanding of the project, we
propose to provide observation / testing on the following items.
• General grading along the roadway including utility backfill
• Stabilized subgrade for the concrete paying
• Reinforcing Steel
• Concrete Paving
t-ANDTEC ENGINEERS, LLC 1700 Robert Road, Suite 101 Mansfield, Texas 76063 817.572.2818 Fax 817.453.9984
3156 Bonnie Brae Street - CMT- Sept2012.doc
2.0 BASIC SCOPE OF SERVICES
The following paragraphs and attachments detail our basic scope of services and
estimated cost for the construction materials observation and testing, coordination of
field technicians and related engineering review of testing for the project. As a general
overview, our scope of work includes the following:
• Provide experienced engineering technicians to perform on site and laboratory
testing services including sampling materials, observation and testing earthwork,
reinforcing steel, stabilized subgrade and concrete during construction.
• Provide an experienced geotechnical /materials engineer (Registered Professional
Engineer in Texas) to provide oversight and coordination of the engineering
technician's daily work, review test data and review test report submittals.
• Perform moisture /density relationships (standard Proctor), Atterberg Limits (liquid
and plastic limits) for general earthwork and backfill.
• Perform compaction tests using a nuclear density device (Troxler gauge).
Determine the density and moisture content, percent compaction on general
earthwork.
• Perform observation and testing of the paving subgrade stabilization including
compaction tests, Proctors, field gradations and depth checks.
• Observe reinforcing steel based on project plans and contractor supplied shop
drawings.
• Perform observation and testing of concrete paving, including slump,
temperature, air content and casting the appropriate number of cylinders for
compressive strength testing.
Based on our current understanding of the proposed construction project, LANDTEC
proposes the following Basic Services to provide construction materials testing on the
referenced project.
A. General Earthwork / Utilities
Standard Proctor and classification tests will be performed for the on -site soils proposed
for fill. In -place moisture - density (compaction) tests will be taken in each 6 to 8 inch lift
of compacted fill material using a Troxler nuclear density gauge. Tests will be taken at a
frequency of one test per 5,000 to 10,000 square feet with a minimum of two tests per
lift.
3156 Bonnie Brae Street - CMT- Sept2012.doc LANDTE[ ENGINEERS
2
D. Pavement Subgrade
Observation and testing of the pavement subgrade will include use of a Troxler nuclear
density gauge to determine the moisture and density of the stabilized subgrade and
verify it is compacted as per the specifications,
Field moisture- density (compaction) tests will be performed at the rate of one test per
approximately each 5,000 to 10,000 square feet, with a minimum of two tests per
section. Gradation tests will also be performed on the prepared subgrade (once the
chemical additive is applied) at the rate of approximately one per three compaction tests.
C. Portland Cement Concrete Paving
An engineering technician will sample /test the concrete paving and flatwork. Samples of
plastic concrete will be obtained for slump measurements, air and temperature, and
casting of compressive strength specimens. Concrete will be sampled each 100 cy or
fraction thereof for slump and a set of cylinders (4 each) will be cast and tested per each
100 cy or fraction thereof. The cylinders will be tested with one cylinder at 7 -days, two at
28 days, and one held in reserve. Batch plant inspection is not included in our scope and
cost.
D. Reinforcing Steel
Observation of reinforcing steel for the paving and other cast -in -place concrete based on
contractor supplied shop drawings will be performed on rebar for reinforced cast -in -place
concrete elements.
3.0 ADDITIONAL SERVICES
The following services are not included in the Basic Services and will be considered as
Additional Services, if and when required or requested:
• Additional hours or trips for the engineering technician beyond the specific
hours /trips detailed on the attached spreadsheets.
• Additional engineering, site visits, report review and preparation time beyond what
is outlined in basic services and detailed on the attached spreadsheets.
• Additional testing beyond that outlined in Basic Services on the attached
spreadsheets,
• The services of specialty sub consultants or other special outside services other
than those described in Basic Services.
• Any other services not specifically included in Basic Services and on the attached
spreadsheets.
3156 Bonnie Brae Street - GMT- Sept2012.doc LANDTEC ENGINEERS
4.0 GENERAL INFORMATION
We propose to provide construction materials testing and observation services for this
project on a call -out basis. The contractor's superintendent will be responsible for
providing notification for field testing. A minimum notice of 24 hours is requested so that
we may effectively schedule our personnel.
Tests will be conducted in all areas designated by the superintendent to be ready for
testing at the time the technician is on site. Field test results will be given verbally to the
superintendent before the technician leaves the site. Test reports will be submitted after
the results are reviewed by a geotechnical /materials engineer. It will be the contractor's
responsibility to track areas and/or items requiring retesting and to schedule retests.
The presence of our field representative will be for the purpose of providing observation
and field testing. Our work does not include supervision or direction of the actual work of
the contractor, employees or agents of the contractor. Neither the presence of our field
representative nor the observation and testing by our firm shall excuse the contractor in
any way for defects discovered in his work.
It is understood that our firm will not be responsible for the job or site safety on this
project. Job and site safety will be the sole responsibility of the contractor.
5.0 COST ESTIMATE (CMT Services)
As indicated in the introduction, the cost estimate provided herein is an "estimate only ".
This is in part due to the fact that the project has not been designed at the time of this
submittal; plans and specs are not available; and, the construction time frame is
unknown.
Cost Estimate for Bonnie Brae — Scripture to US 380: $ 34,320
The actual cost will be dependent on the contractor's rate of work and scheduling of the
various individual work elements. The total testing cost is determined by such items as
the quantity of equipment and manpower on site, cubic yards of concrete placed per day,
earthwork equipment, daily production and scheduling, weather conditions and numerous
other items that are beyond LANDTEC's control.
LANDTEC proposes to perform the Basic Services outlined herein on the basis of Time
and Materials. The attached Cost Estimate sheets estimate the number of hours, tests,
transportation, report preparation and review time. The spreadsheets also present the
unit rates for the various activities. Cost for the items may vary; however, the total
estimated amount will not be exceeded without notification of the client and with client's
approval. Client and LANDTEC may subsequently agree in writing for additional services
to be rendered under this agreement for additional negotiated compensation.
3156 Bonnie Brae Street - CMT- Sept2012.doc LANDTEC ENGINEERS
4
Notes for the cost estimate are as follows:
1. Field test rates are charged per test in addition to technician hourly rates.
2. A minimum of four hours technician time and vehicle charge will be billed for
each call out, sample or specimen pickup.
3. A minimum of four concrete cylinders will be charged for each concrete
placement.
4. A minimum of four in -place moisture- density tests will be charged for each trip
to site to perform tests.
5. Technician time is charged portal -to- portal from our office.
6. Overtime rates are 1.5 times the regular rate for hours worked over 8 hours
per day or hours before 7:00 AM and /or after 5:00 PM. Lab and field services
performed on Saturday, Sunday:and holidays will be charged at 1.5 times the
regular rate.
7. Additional tests not included in this proposal will be quoted upon request.
We appreciate the opportunity to submit this letter proposal and look forward to providing
construction materials engineering and testing services for this project. If you have any
questions please call.
Sincerely,
IANOTEC ENGINEERS, LLC
Thomas D. Baker, P.E.
Sr. Geotechnical Engineer/ Principal
Attachments: Cost Estimate Spreadsheets A -1 and A -2
3166 Bonnie Brae street - CMT- sept2012.doc LANDTEC ENGINEERS
Construction Materials Testing Cost Estimate
Bonnie Brae - Scripture to 380
Denton, Texas
Item Description Unit
_ _
Estimated
Unit
Estimated
Earthwork / Backfill - Testing
Engineering Technician
hr
40
50.00
2,000.00
Engineering Technician OT
hr
20
75.00
1,500.00
Transportation
mi
1,000
0.65
650.00
Vehicle
ea
6
50.00
300.00
Standard Proctor ASTM D 698
ea
4
140.00
560.00
Atterberg Limit Test ASTM D 4318
ea
4
60.00
240.00
Percent Passing #200 Sieve - D 1140
ea
4
50.00
200.00
Sieve Analysis
ea
2
70.00
140.00
In -Place Density Test - ASTM D 2922 & 3017
ea
30
15.00
450.00
Report Preparation /Clerical
hr
8
50.00
400.00
Geotechnical Engineer/ Report Review
I hr
8
125.00
1,000.00
Transportation
mi
1,000
0.65
1 650.00
Subtotal _ 8,090 00
Pavement Sub grade - Testing
Engineering Technician
hr
80
50.00
4,000.00
Engineering Technician (OT)
hr
10
75.00
750.00
Transportation
ea
1,500
0.65
975.00
Vehicle
ea
10
50.00
500.00
Standard Proctor ASTM D 698
ea
3
140.00
420.00
Atterberg Limit
ea
3
60.00
180.00
Percent Passing #200 Sieve
ea
3
50.00
150.00
Sieve Analysis
ea
2
70.00
140.00
Soil / Stabilization / Atterberg Limits Series
ea
1
250.00
250.00
Field Moisture/Density Tests
ea
30
15.00
450.00
Gradation Tests
ea
10
20.00
200.00
Report Preparation/Clerical
hr
8
50.00
400.00
Geotechnical Engineer/ Report Review
hr
8
125.00
1,000.00
Transportation
mi
1,000
0.65
650.00
Subtotal 10,065 00
Concrete Paving - Testing
Engineering Technician
hr
75
50.00
3,750.00
Engineering Technician OT
hr
20
75.00
1,500.00
Transportation
ea
2,000
0.65
1,300.00
Vehicle
ea
10
50.00
500.00
Concrete Cylinders
ea
60
18.00
1,080.00
Report Preparation /Clerical
hr
16
50.00
800.00
Project Engineer/ Report Review
hr 1
8
125.00
1,000.00
Trans ortation
mi
200
0.65
130.00
Subtotal = 10,060.00
Reinforcing Steel
Engineering Technician
hr
40
50.00
2,000.00
Engineering Technician OT
hr
10
75.00
750.00
Transportation
ea
1,500
0.65
975.00
Vehicle
ea
10
50.00
500.00
Report Preparation /Clerical
hr
8
50.00
400.00
Project Engineer/ Report Review
hr
4
125.00
500.00
Transportation
mi
0.65
-
Subtotal = 5,125.00
LANDTEC ENGINEERS
3156 Bonnie Brae - Scripture to 380 -CMT Sept2012.xls A -1 9/28/2012
Construction Materials Testing Cost Estimate
Bonnie Brae - Scripture to 380
Denton, Texas
3-1m W1111111111111111 _-
"c�u�iNuuii I
unit
I Estimated
Unit
Estimated
Pre - Construction /Construction Meetings
- -
Project Engineer P.E.
hr
4
125.00
500.00
Transportation
mi
100
0.65
65.00
Report Preparation /Clerical
hr
2
Engineering Technician
hr
4
50.00
100.00
50.00
200.00
Transportation
ea
100
0.65
65.00
Vehicle
ea
1
50.00
50.00
Subtotal
980.60-
80 00
.
Total —Estimate
t-ANDTEC ENGINEERS
3156 Bonnie Brae- Scripture to 380 -CMT Sept2012.xfs A -2 9/28/2012
Blanton @ Associates, Inc
ENVIRONMENTAL CONSULTING • PLANNING • PROJECT MANAGEMENT
August 31, 2011
Mark Burckhard, P,E.
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, Texas 76011
Re: Proposed Scope of Services for Improvements to North Bonnie Brae Street from 1H 35E to
US 380, City of Denton, Texas
Dear Mr. Burclhard:
-As requested, we have prepared the following scope of services to be provided by Blanton & Associates,
Inc. (`B &A") for the proposed improvements to Bonnie Brae Street extending from 114 35E to US 380.
The proposed improvement would widen Bonnie Brae Street between IH 35E and US 380 from a two -
lane undivided facility to four -lane divided facility with raised medians. The proposed project is
approximately 1.4 miles in length and may result in several displacements acid /or relocations due to the
requirements of the proposed project and developed nature of surrounding properties. A copy of the
preliminary schematic is included as Attachment A.
Under this proposal, B &A will prepare environmental documentation in accordance with the North
Central Texas Council of Governments' (NCTCOG) requirements for local environmental review. The
report will include NCTCOG's Environmental Review Checklist for Local Projects and supporting
documentation for each section of the checklist. The NCTCOG's Draft Environmental Review Process
for Local Projects is included as Attachment B.
Environmental Report Documentation
The environmental report will include NCTCOG's Environmental Review Checklist for Local Projects
and supporting documentation for each section of the checklist. B &A will work, closely with the Engineer
and City of Denton to complete the local environmental review process outlined in Attachment B. Draft
and final enviromiental reports will be submitted to the Engineer for processing:
The following scope of services is based on associated field investigations, and preparation of the
environmental report.
Project Information
This section will describe the proposed project; project costs for engineering; right -of -way, utility
relocation, and construction; deed and purpose for the project; and alternatives considered during project
development.
5 LAKEWAY CENTRE CO LIP T, SUITE 200 • AUSTIN, TEXAS % 8 7 3 4
PHONE 512.264. 1095 • FAX 512.264. 1531
Proposed Scope of Semites for Improvements to Bonnie Brae Street fi -om 11135L to US 380, City of Denton
August 31, 2011
Page 2
Local Support and Coordination
This section will list local planning documents that include this project, identify project consistency with
other transportation, infrastructure, or community projects or plans, address compliance with the
Americans with Disabilities Act, document any agreement executed with authorities /agencies, list local
governmental approvals or permits obtained or required, public involvement process and outreach to
environmental justice and LEP populations.
Right- of -Way Information
This section will describe additional ROW needs, number of parcels affected by ROW acquisition,
existing area land use, method for estimating ROW acquisition costs, potential relocations or
displacements of structures, utility relocations or adjustments and potential conflicts, required utility
permits, and potential project impacts on existing billboards.
Cultural Resources
Any anticipated impacts to dedicated publicly owned parkland, wildlife refuges, or recreation areas will
be described. This section will also describe potential project impacts on archeological resources and
historic resources based on literature review and field investigations. This section will document
coordination with the THC and the local historic preservation commission (if applicable). A description
of anticipated cultural resource efforts are described below.
Archeolou
A brief review of the proposed project area indicates that it is urban and extensively developed (e.g.,
primarily residential and limited commercial) or in the process of being developed (e.g., the area west of
Bonnie Brae Street between West University Drive and Scripture Street). A review of data available from
the Texas Historical Commission's (THC) online Texas Archeological Sites Atlas (TASA) indicates that
there are no previously recorded sites within or adjacent to the planned project area. The review further
indicated that in 2009, the City of Denton's proposed Nortb /South Water Pipeline within the existing
Bonnie Brae Road right -of -way (ROW) from Scripture Street to approximately 0.75 mile south of the
Loop 288 /Bonnie Brae Sheet intersection, However, as per the THC, the segment of proposed pipeline
from West Windsor Drive to south of the Loop 288 /Boimie Brae Street intersection was subjected to an
intensive archeological survey, the segment of the pipeline from Scripture Street to West Windsor Drive
was not surveyed (as per the THC) given previous impacts and development. Those investigations
discovered no archeological resources (TASA 2011).
Given those circumstances, it is the opinion of Blanton & Associates, Inc. (B &A) that there is little to no
potential -for the proposed project area to contain archeological resources eligible for inclusion to the
National Register of Historic Places (NRHP) or warranting State Archeological Landmark (SAL)
designation. As such, B &A proposes to prepare an archeological background study to initiate project
review with the THC. The background study will evaluate the geologic and soil conditions of the project
area in' conjunction with prior disturbances and the location of previously known archeological sites to
assess the potential for the project area to contain archeological resources eligible for inclusion to the
NRHP or warranting SAL. It is B &A's opinion that the level of previous impacts to the proposed project
area precludes the need for an intensive archeological survey (as per 13 TAC 26.20 and 26.5).
Proposed Scope of Services for Innprovenmerrts to Bonnie Brae Sheet from IH 35E to US 380, City of Denton
ftugirst 31, 2011
Page 3
Historic Resource Studies
Blanton and Associates, Inc. (B &A) shall perform a reconnaissance -level documentation and National
Register of Historic Places (NRHP) eligibility evaluation for historic -age buildings, structures, objects,
districts, and non - archeological sites in the project's Area of Potential Effect (APE). Identification,
evaluation and documentation tasks shall be completed in accordance with the provisions of the Secretary
of the Interior's Standards for the Identification, Evaluation and Doctrnrentation (48 FR Parts 44716 -42).
Historic studies shall be performed by a TxDOT pre - certified architectural historian and /or historian and
documented at sufficient levels to satisfy Texas Historical Commission (THC) requirements for
determining the presence of historically significant properties in the Area of Potential Effect (APE) in
accordance with 36 C.F.R. 60 and 13 TAC 26. Performance of historic studies shall include the following
tasks.
Task 1— Research Design
B &A shall determine the APE and the limits of the survey area in consultation with the THC. B &A shall
conduct a literature review to establish appropriate architectural, historical and cultural contexts for the
project area, determine information requirements and direct the survey effort. B &A shall prepare a
research design in consultation with the THC. The research design shall provide a succinct summary of
the literature review results, clear descriptions of identification, evaluation and documentation tasks
required, and associated production schedules. B &A shall submit an electronic copy of the research
design to Graham & Associates, Inc. (Graham) for forwarding prior to forwarding to THC, unless
otherwise directed by Graham. B &A will revise the research design in accordance with Graham's
comments and forward the research design to the THC. B &A shall revise the research design to reflect
comments by THC.
Task 2 —Draft Historic Resources Reconnaissance Survey
It is anticipated that the APE will be the proposed right -of -way and will include any historic -age resource
(defined in accordance with 36 C.F.R. 60 as a building, structure, object, historic district or non-
archeological site at least 50 years old). B &A will also survey any potential historic district within or
partially within the APE. To ensure the reconnaissance -level survey encompasses resources at least 50-
year -old or older, THC's general guideline is to subtract 45 years from the year of letting in the event that
the project is delayed due to unforeseen or unanticipated factors.
B &A shall also complete on -site research sufficient to establish an appropriate historic context for
resources within the APE. B &A shall provide a Historic Resources Survey Report (HRSR) detailing the .
results of the reconnaissance -level survey. The HRSR shall describe the findings of the reconnaissance-
level survey and make recommendations for the need, if any, to conduct intensive survey efforts in order
to finalize determinations of NRHP eligibility in accordance with 36 C.F.R. 60. (Intensive survey efforts
would be included under a separate scope and budget, if required.) The HRSR shall have sufficient detail
and clarity to provide the THC with a basis for making determinations of NRIIP eligibility.
Proposed Scope ofSer•>>ices far brrpr•overtertts to Bortrtie Brae Street from IFI35L to US 380, City ofDentort
August 31, 2011
Page 4
B &A shall submit fora• hard copies of Draft Reconnaissance -level HRSR to Graham prior to forwarding
to THC, unless otherwise directed by Graham. B &A will revise the Draft IIRSR in accordance with
Graham's comments and forward the Draft HRSR to the THC.
Task 3 — Final Histot•ic Resources Reconnaissance Survey
Based on comments from THC, B &A will revise and finalize the Reconnaissance -level HRSR. B &A
shall submit a hard copy of the Final Reconnaissance -level HRSR to Graham and the THC, unless
otherwise directed by Graham.
Threatened and Endangered Species
This section will document literature review, including the Texas Parks and Wildlife Department's
(TPWD) Natural Diversity Database search results, and results of the habitat assessment to identify and
address threatened /endangered species issues. The assessment will focus on federal and state listed
species of potential occurrence. Ecologically sensitive resources, if identified, will be mapped and
described in order to assess the potential effects of project construction and operation. These tasks will
include the appropriate literature and aerial photography review and field verification.
Migratory Bird Treaty Act
This section will document migratory bird observations in the field and address project compliance with
the Migratory Bird Treaty Act.
Farmland
This section will identify potential impacts to prime farmland soils and include form CPA -106, if
applicable. Coordination with the Natural Resources Conservation Service may be required.
Wetlands/Waters of the U.S.
Evaluations of waters of the U.S., including wetlands are not anticipated. The Engineer will notify the
City of Denton if a Section 404 permit may be required.
Water Quality.
This section will describe potential project impacts to water quality and identify expected permitting
requirements.
Floodplains
This section will describe potential project impacts to floodplains and expected permitting requirements
and coordination with agencies.
Ve etation
This section will identify and describe existing vegetation in the project area and potential project
impacts. Mitigation for project impacts will address local requirements.
Air Quality
This section will discuss potential project impacts on air quality and measures taken to minimize
construction emissions (MSAT and dust). Air quality sensitive receivers adjacent to the proposed project
limits will be identified and described.
Proposed Scope of Seri,ices foa., Iniproi,emettis to BoY?We Brae Street fr -ow 11135E to US 380, City of De11to17
August 31, 2011
Page 5
Regulated Materials
A standard American Society for Testing and Materials (ASTM) data search for potential hazardous
material sites within one mile of the project site will be performed. The report will include a map and
detailed information on sites identified. In addition, a visual inspection for potential hazardous materials
will be performed within the existing and proposed ROW.
Hazardous materials concerns for this project will be identified and applicable compliance with local,
state, and federal regulations.
Construction Impacts
This section will identify and describe potential construction impacts on facilities and services in the
project area and surrounding area. Impacts resulting from limited access or detours will be described and
measures to minimize impacts will be discussed.
Noise sensitive receivers near the construction area or along any detour route will be identified and
described.
Project Coordination
This task includes communication with the Engineer, informal commmunication with the City of Denton,
and resource agencies, and attendance at no more than three (3) coordination meetings by B &A
personnel. All communication with the Engineer, resource agencies, and the City of Denton will be made
a, part of the project file.
Assumptions
This proposed scope of services is based on the following assumptions:
1. A presence /absence survey for federally endangered vertebrates will not be required. If the results of
the habitat assessments indicate that a survey(s) is necessary, or the U.S. Fish & Wildlife Service
determines one or more surveys are needed, it (or they) will be accomplished under a separate scope
and budget.
2. Section 7 consultations under the Endangered Species Act are not included in this scope of services.
Section 7 consultation, if deemed necessary, will be accomplished under a separate scope and budget.
3. This scope includes an archeological survey but does not include testing and /or mitigation of sites.
Testing and /or mitigation would be conducted under a separate scope and budget.
4. This scope does not include intensive survey efforts, which includes (but is not limited to) the
research of primary sources such as archival research and deed research. If an intensive survey is
needed, a supplemental scope and fee will be provided.
5. All necessary land access will be secured by the Engineer or the City of Denton.
Proposed Scope of Services for I MproveMlents to Bonnle Brae Street fi-o►n III 35E to US 380, City of Denton
Attgvst 31, 2011
Page 6
6. Any mitigation plan that may be required as a result of regulatory coordination or consultation will be
done under a separate scope and budget.
7. Preparation of a National Environmental Policy Act document for Added Capacity TxDOT Facilities
(intersection improvements at FM 1515) is not included in this scope of services.
8. This scope of services does not include planning, organizing, or holding any type of public
involvement activity.
9. This scope of services does not include formal coordination with any regulatory agency.
10. This scope of services does not include the preparation of a 4(f) or 6(f) Evaluation.
11. Tlus scope of services does not include a quantitative air quality analysis.
12. Permitting or state or federal funding requirements may affect this scope of services. Any additional
work or field investigation as a result of permitting or other requirements will be done under a
separate scope and budget.
Under this scope of services, B&A proposes to incorporate environmental documentation in the
environmental report on a time and materials basis not to exceed $69,822.23. The budget estimate is
included as Attachment C.
Sincerely;
Dean Tesmer
Blanton & Associates, Inc.
Attachments
I R
Mr. Mark Burckhard, P.E.
Vice President
Graham Associates, Inc.
600 Six Flags Drive, Suite 500
Arlington, TX 76011
Geotechnical & Environmental Engineering
Construction Materials Testing
Laboratory Testing
QA/QC Services
July 14, 2011
Proposal 3143
Re: Geotechnical Investigation — Bonnie Brae Street — 1 -35E to Scripture Street,
Denton, Texas
Dear Mark:
In accordance with your request we are herein submitting our proposal for professional
geotechnical engineering services for Bonnie Brae Street from 1 -35E to Scripture Street in
Denton, Texas. This proposal is based on information provided and discussed during our
meeting on June 30, 2011.
This section of Bonnie Brae Street includes the section north of IH -35E frontage road to
Scripture Street, approximately 3500 linear feet in Denton, Texas.
Based on our understanding of the roadway project and our meeting on June 30, 2011, the
existing street will be improved to add additional lane width in both directions, resulting in a
four lane arterial. The proposed pavement includes reinforced Portland cement concrete
paving on a stabilized subgrade.
The scope of work includes pavement design borings and items associated with
coordinating the field work such as utility clearance, laboratory testing for soil classification
and strength tests, preparation of boring logs, and providing the design team with
geotechnical data.
SCOPE OF BASIC SERVICES
LANDTEC proposes the following Basic Services:
Field Exploration
Drill seven (7) soil sample borings along the existing roadway to depths of
approximately 15 feet for pavement design. (Total of 7 borings and 105 linear feet
of drilling).
LANDTEC ENGINEERS, LLC 1700 Robert Road Suite 101 Mansfield, Texas 76063 817.572.2818 Fax 817.453.9984
3143 Bonnie Brae - 135 to Scripture.doc
• Obtain soil samples and perform Hand Penetrometer tests as appropriate for the
soils encountered.
• Observe for groundwater seepage during drilling and record level.
• Backfill boreholes with soil cuttings upon completion.
• Coordinate the clearance of underground utility locations in accordance with the
State of Texas DIGTESS (811) requirement.
• Coordinate with Graham and City of Denton while drilling on or adjacent to public
roads, including traffic control and barricades as necessary.
Laboratory Testing
Laboratory testing will be conducted on samples that are considered to be reasonably
representative of the materials obtained from the field exploration. The tests will evaluate
and classify the soils, identify subsurface site characteristics, and provide data for analysis.
The tests include
• Atterberg limits (liquid and plastic limits) tests
• Sieve Analysis
• Unit dry weight and moisture content tests
• Unconfined Compressive strength tests
• Soil / Stabilization Additive / Atterberg Limits series tests on subgrade soils
• Soluble Sulfate tests (subgrade soils upper 4 feet)
Engineering Analysis and Reports
An engineering analysis and evaluation of the field and laboratory data will be performed
for the project, based on available project concepts. Information to be provided is as
follows:
• Plan of borings illustrating the approximate location of each boring and scale to
which the drawing is made
• A log of each boring indicating the boring number, location (northing, easting and
elevation if provided by Graham Associates), depth of each strata, soil description,
field penetration tests including Standard Penetration tests (SPT's) and/or Texas
Cone Penetrometer (TCP) , laboratory tests, and groundwater information
• Description of the field exploration and laboratory testing program
3143 Bonnie Brae -135 to Scripture.doc 2 LANDTEC ENGINEERS
• Laboratory test results and analysis of results
• Discussion of subsurface soil and groundwater conditions
• Pavement design using WinPAS computer software
• Recommendations for subgrade stabilization including depth, percent stabilization,
compaction and moisture content requirements
• Earthwork recommendations
• Four (4) copies of the geotechnical report plus a PDF version
INFORMATION /SERVICES PROVIDED BY CLIENT
We understand the Client will
• Assist LandTec with known subsurface utilities or other structures or items which
might be damaged during the field exploration program
• Survey locations of boreholes and provide the information to LandTec
• Provide existing and proposed grades
ADDITIONAL SERVICES
The following services are not included in the Basic Services and will be considered as
Additional Services, if and when required or requested:
• Additional copies of the report; additional submittals of draft reports other than
those described in Basic Services; revisions to the report after final submission to
Client; revisions to the report required as a result of changed regulations or design
• Special testing and /or field pavement analysis /studies for pavement design
• Installation and monitoring of piezometers
• The services of specialty subconsultants or other special outside services other
than those described in Basic Services
• Coordination with regulatory agencies other than that described in Basic Services
• Any other services not specifically included in Basic Services
3143 Bonnie Brae -135 to Scripture.doc 3 LANDTEC ENGINEERS
COMPENSATION
LandTec proposes to perform the Basic Services outlined herein on the basis of Lump
Sum of $11,290.
Client and LandTec may subsequently agree in writing to provide for additional services to
be rendered under this agreement for additional, negotiated compensation. Services
provided by LandTec will be consistent with the engineering standards prevailing at the
time and in the area that the work is performed; no other warranty, express or implied, is
intended. The cost presented here is applicable for 12 months from the date of this
proposal.
ANTICIPATED SCHEDULE
The field exploration will begin approximately one to two weeks from the time authorization
is received. The field work will require approximately one day, depending on weather
conditions and site accessibility.
Laboratory testing will start after the borings are made and should be completed within one
to two weeks after completion of the field exploration.
The geotechnical engineering report will be completed within one week of completion of
the laboratory testing. A total turnaround time of four weeks is anticipated.
Please call if you have questions.
Sincerely,
LANDTEC ENGINEERS, LLC
,,,�4amAe�
Thomas D. Baker, P.E., R.P.L.S.
Sr. Geotechnical Engineer/ Principal
TBPE Firm No. F- 000329 TBPLS Firm No. 100956 -00
3143 Bonnie Brae -135 to Scripture.doc 4 L ANDTEC ENGINEERS
PAVING
Bonnie Brae Street
IBS -35E to Scripture St
May 1, 2013
Item
Description
Quantity
Unit
Unit Price
Item Cost
1
Preparing Right of Way
41
STA
$ 2,250.00
$ 92,250.00
2
Excavation
28,472
C.Y.
$ 4.00
$ 113,888.00
3
Embankment
11,389
C.Y.
$ 3.00
$ 34,167.00
4
Backfill
41
STA
$ 85.00
$ 3,485.00
5
ITopsoil
18,176
S.Y.
$ 0.75
$ 13,632.00
6
Block Sodding
15,346
S.Y.
$ 1.80
$ 27,622.80
7
Seeding
2,830
S.Y.
$ 0.30
$ 849.00
8
Lime Slurry
725
TON
$ 150.00
$ 108,750.00
10
Lime Treatment 12"
36,257
S.Y.
$ 3.00
$ 108,771.00
11
Concrete Pavement 6" Drives
1,565
S.Y.
$ 47.00
$ 73,555.00
12
Concrete Pavement 10" Cross Streets
3,847
S.Y.
$ 45.00
$ ' 173,115.00
13
Concrete Pavement 11" Bonnie Brae
30,804
S.Y.
$ 50.00
$ 1,540,200.00
14
2" ACP Over 4" ACP
2,225
S.Y.
$ 35.00
$ 77,875.00
15
Concrete Street Header
360
L. F.
$ 7.00
$ 2,520.00
16
Barricades, Signs, & Traffic Handling
24
MO
$ 4,500.00
$ 108,000.00
17
Landscape Pavers
1,617
S.Y.
$ 45.00
$ 72,765.00
18
Retaining Wall (spreadfooting) w /Formliner
1,500
S. F.
$ 56.00
$ 84,000.00
19
Mono Curb
14,450
L.F.
$ 2.00
$ 28,900.00
20
Sidewalks
4,835
S.Y.
$ 45.00
$ 217,575.00
21
Curb Ramps
24
EA.
$ 1,500.00
$ 36,000.00
23
Erosion Control SWPPP
1
L.S.
$ 75,000.00
$ 75,000.00
24
Capital Improvement Signs
3
EA.
$ 750.00
$ 2,250.00
25
Remove Curb & Gutter
9,700
L. F.
$ 1.90
$ 18,430.00
26
Remove Existing Paving Asphalt
22,322
S.Y.
$ 6.001$
133,932.00
TOTAL $ 3,147,531.80
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
TRAFFIC SIGNALS
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
ITEM
DESCRIPTIONS
QUANTITY
UNMITE
UNIT PRICE
ITEM COST
1
Permanent Traffic Signals
3
EA.
$ 225,000.00
$ 675,000.00
Oak, Hickory, Scripture
2
Temporary Signals- Oak, Hickory
2
EA.
$ 75,000.00
$ 150,000.00
SUBTOTAL $ 825,000.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
DRAINAGE,
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Item
Description
Quantity
Unit
Unit Price
Item Cost
1
18" RCP (CL III)
755
L.F.
$ 35.00
$ 26,425.00
2
21" RCP (CL III)
160
L.F.
$ 39.75
$ 6,360.00
3
24" RCP (CL III )
650
L.F.
$ 45.00
$ 29,250.00
4
27" RCP (CL III)
720
L.F.
$ 53.50
$ 38,520.00
5
30" RCP (CL III)
250
L.F.
$ 60.00
$ 15,000.00
6
33" RCP (CL III)
350
L.F.
$ 67.00
$ 23,450.00
7
36" RCP (CL III)
1,050
L.F.
$ 80.00
$ 84,000.00
8
39" RCP (CL III)
455
L.F.
$ 86.50
$ 39,357.50
9
42" RCP (CL III)
90
L.F.
$ 93.75
$ 8,437.50
10
45" RCP (CL III)
1,120
L.F.
$ 97.50
$ 109,200.00
11
54" RCP (CL III)
325
L.F.
$ 125.00
$ 40,625.00
12
10' Recessed Curb Inlet
4
EA.
$ 3,500.00
$ 14,000.00
13
12' Recessed Curb Inlet
4
EA.
$ 3,700.00
$ 14,800.00
14
16' Recessed Curb Inlet
11
EA.
$ 4,000.00
$ 44,000.00
15
20' Recessed Curb Inlet
8
EA.
$ 4,500.00
$ 36,000.00
16
Y - Inlet
2
EA.
$ 2,475.00
$ 4,950.00
17
Manhole Type 1
19
EA.
$ 5,250.00
$ 99,750.00
18
Junction Box Type 1
9
EA.
$ 8,000.00
$ 72,000.00
19
Trench Safety
5,925
L.F.
$ 1.50
$ 8,887.50
20
"FW" Wingwalls
2
EA.
$ 9,000.00
$ 18,000.00
21
5" Concrete Rip Rap
500
S.Y.
$ 45.00
$ 22,500.00
22
Remove Existing Storm Pipe
4,261
L.F.
$ 18.75
$ 79,893.75
23
Remove Existing Manhole
12
EA.
$ 500.00
$ 6,000.00
24 lRemove
Existing Curb Inlet
18
EA.
$ 600.00
$ 10,800.00
25 lConcrete
Pavement Repair
1,590
L.F. 1
$ 47.001
$ 74,730.00
TOTAL $ 926,936.25
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
STREET LIGHTS
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Item
Description
Quantity
Unit
Unit Price
Item Cost
1
35' White Concrete Street Light Pole
25
EA.
$ 3,000.00
$ 75,000.00
2
Pull Box
18
EA.
$ 525.00
$ 9,450.00
3
2" PVC Conduit
5,500
L. F.
$ 4.15
$ 22,825.00
4
2" Rigid Metal Conduit
300
L. F.
$ 6.75
$ 2,025.00
5
Street Light Pole Foundation
25
EA.
$ 788.00
$ 19,700.00
6
250 Watt Cobrahead Fixture
25
EA.
$ 975.00
$ 24,375.00
7
Electrical Service
3
EA.
$ 825.00
$ 2,475.00
8
#4 Bare Street Light Conductor
5,880
L. F.
$ 2.45
$ 14,406.00
9'--,#4
Insulated Street Light Conductor
11,760
L. F.
$ 2.85
$ 33,516.00
TOTAL $ 203,772.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
PAVEMENT MARKINGS
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Item
Description
Quantity
Unit
Unit Price
Item Cost
1
Type IB Double Line
550
L.F.
$ 3.00
$ 1,650.00
2
Type IIIA Barrier Line
2,400
L.F.
$ 2.00
$ 4,800.00
3
Type IVA Barrier Line
1,740
L.F.
$ 3.20
$ 5,568.00
4
Type IA Broken Line
6,990
L.F.
$ 1.50
$ 10,485.00
5
Type VA Stop Bar
535
L.F.
$ 6.10
$ 3,263.50
6
Type IA Broken Line C/R RPM
88
EA.
$ 4.00
$ 352.00
7
Type IIIA Barrier Line C/R RPM
240
EA.
$ 4.00
$ 960.00
8 IType
IB Double Line A/A RPM
55
EA.
$ 4.00
$ 220.00
9 ISmall
Sign Assembly
27 1
EA.
$ 450.00 1
$ 12,150.00
TOTAL $ 39,448.50
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
WATER
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Item
Description
Quantity
Unit
Unit Price
Item Cost
1
6" PVC Water Line
500
L.F.
$ 33.75
$ 16,875.00
2
8" PVC Water Line
1,090
L.F.
$ 39.75
$ 43,327.50
3
10" PVC Water Line
110
L.F.
$ 41.00
$ 4,510.00
4
16" PVC Water Line
4,100
L.F.
$ 48.00
$ 196,800.00
5
Standard Fire Hydrant
25
EA.
$ 1,800.00
$ 45,000.00
6
6" Gate Valve
25
EA.
$ 562.50
$ 14,062.50
7
8" Gate Valve
10
EA.
$ 750.00
$ 7,500.00
8
10" Gate Valve
1
EA.
$ 1,050.00
$ 1,050.00
9
16" Gate Valve
20
EA.
$ 1,200.00
$ 24,000.00
10
2" Air Release Valve
3
EA.
$ 2,625.00
$ 7,875.00
11
6" Blow Off Valve
3
EA.
$ 4,500.00
$ 13,500.00
12
Salvage Fire Hydrant
7
EA.
$ 262.50
$ 1,837.50
13
2" Water Service (Short)
27
EA.
$ 975.00
$ 26,325.00
14
2" Water Service (Long)
10
EA.
$ 2,100.00
$ 21,000.00
15
Driveway Repair
330
L.F.
$ 12.00
$ 3,960.00
16
Rock Cushion
100
C.Y.
$ 22.50
$ 2,250.00
17
Sodding
450
L.F.
$ 1.50
$ 675.00
18
Connect to Exist Water Line
12
EA.
$ 1,125.00
$ 13,500.00
19
Ductile Iron Fittings
15
TN.
$ 5,625.00
$ 84,375.00
20
Trench Safety
5,800
L.F.
$ 1.50
$ 8,700.00
21
Temporary Pavement Repair
3,530
L.F.
$ 23.25
$ 82,072.50
TOTAL $ 619,195.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.
SEWER
Bonnie Brae Street
IH -35E to Scripture St
May 1, 2013
Item
Description
Quantity
Unit
Unit Price
Item Cost
1
7 PVC Sewer Pipe
2110
L. F.
$ 30.00
$ 63,300.00
2
10" PVC Sewer Pipe
110
L. F.
$ 32.00
$ 3,520.00
3
15�" PVC Sewer Pipe
600
L.F.
$ 42.00
$ 25,200.00
4
24 PVC Sewer Pipe
795
L. F.
$ 85.00
$ 67,575.00
5
6
Manhole
18
EA.
$ 4,000.00
$ 72,000.00
Extra Depth Manhole
100
V. F.
$ 90.00
$ 9,000.00
7
Trench Safety
3615
L. F.
$ 1.50
$ 5,422.50
8
Temporary Pavement Repair
500
L. F.
$ 23.25
$ 11,625.00
9
Concrete Encasement
290
L. F.
$ 22.50
$ 6,525.00
10
Remove Exist. Manhole
8
EA.
$ 450.00
$ 3,600.00
11
Tie to Exist S.S.
5
EA.
$ 600.00
$ 3,000.00
12
Rock Cushion
100
C.Y.
$ 22.50
$ 2,250.00
13 ISoddinq
14
Abandon Exist M.H.
2430
L.F.
$ 1.50
$ 3,645.00
3
EA.
$ 262.50 1
$ 787.50
TOTAL $ 277,450.00
Since Graham Associates, Inc. has no control over the costs of labor, materials or equipment, or over
contractor's methods of determining prices, or over competitive bidding or market conditions, this
opinion of probable cost is made on the basis of our professional experience and represents our best
judgment as a firm familiar with the construction industry. We cannot guarantee that proposals, bids
or the project costs will not vary from the opinion of probable cost prepared by Graham Associates.