2015-041ORDINANCE NO. 2015 -041
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DENTON, TEXAS,
AUTHORIZING THE CITY MANAGER TO EXECUTE A PROFESSIONAL SERVICES
AGREEMENT FOR DESIGN AND ENGINEERING SERVICES RELATING TO THE MINGO
ROAD WIDENING AND IMPROVEMENTS AT COOPER CREEK PROJECT; PROVIDING
FOR THE EXPENDITURE OF FUNDS THEREFOR; AND PROVIDING AN EFFECTIVE DATE
(FILE 5758— AWARDED TO GRAHAM ASSOCIATES, INC. IN AN AMOUNT NOT -TO-
EXCEED $315,386.00).
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 contract 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 is hereby authorized to enter into a professional service
contract with Graham Associates, Inc., to provide professional engineering services for the Mingo
Road Widening and Improvements at Cooper Creek project, a copy which is attached hereto and
incorporated by reference herein.
SECTION 2. The City Manager is authorized to expend funds as required by the attached
contract.
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 permitted to be performed by the City of Denton
under File 5758 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. ��WµmmITITITmITIT�
SECTION 5. This ordinance shall become effective immediately upon its passage and
approval.
PASSED AND APPROVED this the /7 day of 74,LAztAt1-4__ , 2015.
m.. r
.. ... ......._
Cl IRIS WATTS, A 'OR
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
S17-
BY:
PROFESSIONAL SERVICES AGREEMENT
FOR ARCHITECT OR ENGINEER
THIS AGREEMENT is made and entered into as of the / 7 day of
2015, by and between the City of Denton, Texas, a Texas municipal
corporatio , 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 refers to Exhibit 2, Attachment E):
A. Conceptual Design Plans
Task 1: Mingo Road - Conceptual plans (15% 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.
1. Horizontal alignment of proposed paving, etc.
2. Vertical alignment of proposed roadway.
3. Opinion of probable construction costs.
4. The approximate location of all existing and proposed driveways within
limits of the project.
5. The location of all trees with a diameter of six inches (6 ") or greater
within limits.
6. A preliminary drainage study, including drainage areas, location and size
of existing drainage facilities, the approximate size and alignment of
proposed drainage facilities, and approximate discharges.
T Approximate dimensions of existing and proposed right -of -way and
easements.
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Task 2: Railroad
1. Our design of the roadway bridge with railroad.
2. Horizontal alignment of Mingo Road bridge with railroad design
3. Vertical profiles of proposed roadway and track.
4. Typical sections of railroad and adjacent Mingo Road.
5. Sequence of work.
6. Summary of work to be completed by City of Denton.
7. Submitting plans to railroad for coordination.
8. Work out proposed channel hydraulics that will work for the railroad
bridge and Mingo Road bridge that will meet the City of Denton and
FEMA requirements for Cooper Creek.
Preliminary Design Construction Plans
Task 1: Mingo Road — Prepare 30% Plans, Specifications, and Estimate (P.S. &
E) documents.
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. Plan/profile sheets for all alignments (horizontal and vertical alignments
final upon approval of 15% plans level).
7. Preliminary plans intersection layouts if required.
8. Drainage area maps.
9. Hydraulic computations.
10. Preliminary plans culvert layouts.
11. Preliminary plans storm sewer layouts.
12. Preliminary plans water and sanitary sewer layouts only.
13. Pavement design report.
Preliminary Right -of -Way Documents, 60% Plans for Mingo Road Preliminary
Construction Plans.
Task 1: - Right -of -Way Determination for the project streets - In conformance
with City of Denton 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.
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Task 2: Mingo Road (60% Plans) - At such time as Design Professional is
directed by Owner, Design Professional shall prepare the following:
1. Title sheet with index of sheets.
2. Project layout.
3. Existing /proposed typical sections.
4. Plans summary sheets.
5. Plans traffic control plan.
6. Alignment sheets.
7. Plan/profile sheets for all alignments.
8. Intersection layouts (if any required - additional services).
9. Miscellaneous roadway details.
10. Drainage design.
11. Drainage area maps.
12. Hydraulic computations.
13. Water and sewer plan (if any required - additional services).
14. Culvert layouts.
15. Storm sewer layouts.
16. Utility exhibits.
17. Traffic signal layouts(if any required- additional services).
18. Illumination layouts.
19. Signing layouts.
20. Pavement marking layouts and delineation.
21. Erosion Control layouts.
22. Cross - sections.
The preliminary plans will include drainage improvements design, and
preliminary work on utility relocations. (utility coordination)
Final Construction Plans
Task 1: Final Design Construction Plans (90% Plans) — Mingo Road
1. Construction plans.
2. Bid proposal.
3. Special specifications as required.
Task 2: Union Pacific Railroad
1. Coordination.
2, Subsurface Utility Engineering Plans in the area to determine location of
existing utilities to aid in the design of improvements.
Task 4: Right -of -Way
1. Prepare final right -of -way plans and documents for the project.
3
E. 100 %Construction Plans, Riaht- of -Wav, and Specifications
Task 1: 100% Mingo Road
1. Revise plans per Owner's review comments.
2. Revise specifications /bid documents per Owner's review comments.
3. Revise right -of -way documents per Owner's review comments.
Task 2: Union Pacific Railroad
1. Any changes to plans requested by Owner per railroad.
F. Miscellaneous Requirements —
1. Design Professional shall furnish, upon request by Owner, one (1) set of
film reproducibles of the "Final" approved and dated plans. Design
Professional shall submit an electronic copy of the drawings in a format
acceptable to the Owner.
2. The Design Professional shall also prepare Record Drawings utilizing the
construction plans based upon redline markups reflecting any field
changes. The Contractor shall prepare and supply the redline markups to
the Design Professional after construction is complete. Design
Professional shall submit one (1) set of film reproducibles and an
electronic copy of the Record Drawings in a format acceptable to the
Owner.
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Total compensation for the Design Professional contemplated under the terms of this
agreement shall be $ 315,386.00 for all services including reimbursable expenses. The
Owner shall compensate the Design Professional as follows:
2.1.1 For Basic Services the total compensation shall be $96,790.00.
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 20%
Design and Development Phase 30%
Construction Documents Phase 30%
Bidding Phase 10%
Construction Phase 10%
100%
2.2.1 For Additional Services the total compensation shall be $ 205,131.00.
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 $13,465.00 without the prior written approval of
the Owner. This amount does not include appraisals, escrow fees, abstract fees, title fees,
FEMA review fees.
E
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:
J1 ^; 1[,T'1 WAL 1`1'�11'SN CITY SECRETARY
BY.
ISOA
AI'''II
ANITA
ATTES` -1"
e
BY ,......_ _. ..�_..
91
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CITY OF DENTON, TEXAS
A MUlliCN '11al Corporati.op
Jf
GEORGE C. CAMPBELL
CITY MANAGER
GRAHAM ASSOCIATES, INC.
A Corporation
W .1EFF W1[. [. "JAMS, P.E.
PRESIDENT
IWA
CITY OF DENTON
GENERAL CONDITIONS
TO
AGREEMENT FOR ARCHITECTURAL OR ENGINEERING SERVICES
Is
1.1 The Architect or Engineer's services consist of those set-vices for the Project (as defined in the agreement (the "Agreement!') and proposal (the "Proposal') to which these
General Conditions are attached) performed by the Architect or Engineer (hereinafter called the "Design Professional") or Design Professional's employees and consultants as
enumerated in Articles 2 and 3 of these General Conditions as modified by the Agreement and Proposal (the "Services").
1.2 The Design Professional will perfonn all Services as all independent contractor to t,aolmjslent wilh fliv, levcl tWQ-ttre and Wtl ordinarily
exercised by members of the same profession currently practicing in the same locality irtider sinlikir coricNdom, hlchlding� reasankle, and proillpt fillioly
actions (the "Degree of Care"). The Services shall be performed as expeditiously WS is consku!'111 with Ilic l ),Cgrec orcare llccc, Saty ft,)r flic ordcrly progress Of1he Pirject,
Upon request of the Owner, the Design Professional shall Submit for the Owner's approval a schedlile tarn the 1")erfinlumice Of the Services which may be adjtisled as the Project
proceeds, mid shall include allowances for periods of time required for the Owner's review aild for approval 4 skjhl i lksior is by attihol ifies, lama lng Jill it;dic[ion over Ole ill o'"
Time limits established by this schedule and approved by the Owner shall not, except fill, reasonable caose, be CXcmded by the De,4ilyl PrW6,qiullal 01' owlwr, and ally
adjustments to this schedule shall be Mutually acceptable to both parties.
2.1 BASIC SERVICES DEFINED The Design Professional's Basic Services consist of those described in Sections 2.2 through 2.6 of these General Conditions and include
without limitation normal structural, civil, mechanical and electrical engineering services and any other engineering services necessary to produce a complete and accurate set of
Construction Documents, as described by and required in Section 2.4. The Basic Services may be modified by the Agreement.
2.2 SCHEMATIC DESIGN PHASE
2.2.1 The Design Professional, in consultation with the Owner, 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 Design Professional shall provide a preliminary evaluation of the Owner's program, construction schedule and construction budget requirements, each in
terms of the other, subject to the limitations set forth in Subsection 5.2.1.
2.2.3 The Design Professional shall review with the Owner alternative approaches to design and construction of tile Project.
2.2.4 Based on the Mutually agreed-upon program, schedule and construction budget requirements, the Design Professional shall prepare, far approval by the Owner,
Schematic Design Documents consisting of drawings and other documents illustrating the scale and relationship of Project components. The Schematic Design shall
contemplate compliance with all applicable laws, statutes, ordinances, codes and regulations.
2.2.5 The Design Professional shall submit to the Owner 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 in constructing the Project and establishes an elapsed time factor for the period of time from the
coniniencenient to the completion of construction.
2.3 DESIGN DEVE LOP MENTPHASE
HE,
2.3.1 Based on the approved Schematic Design Documents and any adjustments authorized by the Owner in the program, schedule or construction budget, tile Design
Professional shall prepare for approval by the Owner, Design Development Documents consisting of drawings and other documents to fix and describe the size and
character of the Project as to architectural, structural, mechanical and electrical systems, materials and such other elements as may be appropriate, which shall comply
with all applicable laws, statutes, ordinances, codes and regulations. Notwithstanding Owner's approval of the documents, Design Professional represents that the
Documents and specifications wi [I be sufficient and adequate to fulfill the purposes of the Project.
2.3.2 The Design Professional shall advise the Owner of any adjustments to the preliminary estimate Of Construction Cost in a further Detailed Statement as described
in Section 2.2.5.
2.4.1 Based on the tipproved Design Dovelopinent Documents and any further adjustments in the scope or quality of the Project or in tile construction budget
authorized by the Owlier, the 1.')esigll Fliofv,,siomnl shall prepare, for approval by the Owner, Construction Documents consisting of Drawings mid Specifications setting
forth in detail requireinclils llor ft construction Of the Project, which shall comply with all applicable laws, statutes, ordinances, codes and regulations.
2.4.2 The Design Professional shall assist the Owner in the preparation of the necessary bidding or procurement information, bidding or procurement forms, the
Conditions of the contract, and the form of Agreement between the Owner and contractor.
2.4.3 The Design Professional shall advise the Owner of any adjL1StrnCutS to previous preliminary estimates of Construction Cost indicated by changes in requirements
or general market conditions.
2.4.4 The Design Professional shall assist the Owner in connection with tile Owner's responsibility for filing documents required for the approval of governmental
authorities having jurisdiction over the Project.
2.5 CONK TUCTIONCONTRACI' PROCUREMENT
2.5.1 The Design Professional, following the Owner's approval of the Construction Documents and of the latest preliminary 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
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limitation, the competitive sealed bidding process. Although the Owner will consider the advice of the Design Professional, the award of the construction contract is in
the sole discretion of the Owner.
'ASNIVINIMMAINVIN Iwo IIIIIINWIN INIM1,0111.1
the total construction cost set forth in die approved Detailed Statement of Probable Construction Costs.
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provided in the Agreement.
agreement of die Owner and Design Professional.
16.4 The Design Professional shall be a representative 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 in the Contract for Construction. The Design Professional shall have authority to act on behalf ofthe
Owner only to the extent provided in the Agreement and these General Conditions, unless otherwise modified by written instrument.
2.6.6 The Design Professional shall not have control over or charge of and shall not be responsible for 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 for the Contractor's schedules or
failure to carry out the work in accordance with the Contract Documents except insofar as such failure may result from Design Professional's negligent acts or omis-
sions. The Design Professional shall not have control over or charge of acts or omissions of the Contractor, Subcontractors, or their agents or employees, or of any
other persons performing portions of the work.
2.6.8 Except as may otherwise be provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor
shall communicate through the Design Professional. Communications by and with the Design Professional's consultants shall be through the Design Professional.
2.6.9 Based on the Design Professional's observations at the site of the work mid evaluations of die Contractor's Applications for Payment, the Design Professional
shall review mid certify the amounts due die Contractor.
2.6.10 The Design Professional's certification for payment shall constitute a representation to the Owner, based on the Design Professional 's observations at the site as
provided in Subsection 2.6.5 mid on the data comprising the Contractor's Application for Payment, that the work has progressed to the point indicated and that the
quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to minor deviations from the Contract Documents cor-
rectable prior to completion and to specific qualifications expressed by the Design Professional. The issuance of a Certificate for Payment shall further constitute a
representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment shall not be a representation that
the Design Professional has (1) reviewed construction means, methods, techniques, sequences or procedures, or (2) ascertained how or for what purpose the Contractor
has used money previously paid on account of the Contract Sum.
2.6.11 The Design Professional shall have the responsibility mid authority to reject work which does not conform to the Contract Documents. Whenever the Design
Professional considers it necessary or advisable for implementation of the intent of the 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, whether or not such Work is fabricated, installed or
completed. However, neither this authority of the Design Professional nor a decision made in good faith either to exercise or not exercise such authority shall give rise
to a duty or responsibility of the Design Professional to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees or other persons
performing portions of the work.
of materials, systems or equipment is required by the Contract Documents, the Design Professional shall be entitled to rely upon such certification to establish that the
materials, systems or equipment will meet the performance criteria required by the Contract Documents.
16,13 1 lie T)", igit l'i oiKsdonal shall prepare (1irilig olders m [(I
IN n1dioll Chalige Dircclivo" with supporting documentation and d'atu ii'decirled necessary by
the D sigfl Proiessional as provided in Subsections 3, t .1 arid 3,33, fbr the ()wncrls, llppl-(wal and execution in accordance with the Contrito Doconlents, and may
authorize flifitor challges in the work not involving mi il(tiosuliclu, in the Contract suill ol" no cx(crislon of the Contract Time which are not inconsistelit with the intent
of the Colill'acq Den] liellN'
2.6.14 Oil behalf of the Owner, the Design Professional shall conduct inspections to determine the dates of Substantial Completion mid Final Completion, and if
requested by the Owner shall issue Certificates of Substantial and Final Completion. The Design Professional will receive mid 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 compliance with the
requirements of the Contract Documents.
2.6.15 'file Design Professional shall interpret and provide recommendations on matters concerning performance of the Owner and Contractor under tile requirements
of the Contract Documents on written request of either the Owner or Contractor. The Design Professional's response to such requests shall be made with reasonable
promptness and within any time limits agreed upon,
2.6.16 Interpretations and decisions of the Design Professional shall be consistent with the intent of and reasonably inferable from the Contract Documents and shall
be in writing or in Vic form of drawings. When making such interpretations and initial decisions ' the Design Professional shall endeavor to secure faithful performance
by both Owner mid Contractor, and shall not be liable for results or interpretations or decisions so rendered in good faith in accordance with all the provisions of this
Agreement and in the absence of negligence.
2.6.17 The Design Professional shall render written decisions within a reasonable time oil all claims, disputes or other matters in question between the Owner and
Contractor relating to the execution or progress of the work as provided in the Contract Documents.
2.6.18 Time Design Professional (I ) shall re nder sti via under the Agi-cement in rc rrrdairca with the Dvgrce of Care; (2) will reimburse the Owner for all damages
caused by the defective designs flic Design PT'CJx1Pvs; and (3) by ackriowledging payincirt by tined )wner of any fees due, shall not be released from ally
rights the Owner may have under tile Agre(!l11cn1 ol (linflnish ally Of tile D"jgll 0i"Ifigaficlin"', fliclotilder.
2.6.19 The Design Professional shall provide the Owner with four sets of reproducible prints allowing all significant changes to time Construction Documents during
the Construction Phase,
ARTICLE 3 ADDITIONAL SERVICES
3.1.1 Ific sL.rviccs described ill thus Artic1c 3 lwc neat included ill Rasic Services unless so identiliod in tile Agreement or Proposal, mid they shall be paid for by the
Owner lis providcd fii the AgrtTmea, ill addific'm ki tile lbi Basic Se viccq. 'I'lle services dewrflled under Sections 3.2 and 3.4 shall only be provided if
lfserviccs d(qcribc(,t olider Confingent Addifional Services in Sceflon 3.3 are required due to circumstances beyond
Vic Design 11'lgofcssicirial's control, Vie IX igll Shall 1106(y the Owner is aVrifirlpgiind Shall not coinnienctsuch additional services until it receives written
approval truill Clio On Vncr to proccut fl' U(')%vntr indicatcs ill writing that rill cur part ofsuch Contingent Additional Services are not required, the Design Professional
slmlt have no Obligation to provido those scivices, (hvner will bC TeN11011SR110 for compensating the Design Professional for Contingent Additional Services only if
they iirc riot required due to the negligelice or hiult orD)sigil Prorc siljrlal'
3.2 PROJE CT RE, PRESENTATION BEYOND BASIC SERVICES
3.2.1 T more extensive representation at the site than is 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.
N.H. MKO a WAR I gmLywan-1 a r4l Ito. a fflmitg. I a To LOJ -
3.3 CONTINGENT ADDITIONAL SERVICES
3.3.1 Making material revisions in Drawings, Specifications or other documents when such revisions are:
inconsistent with approvals or instructions previously given by the Owner, including revisions made necessary by adjustments in the Owner's
program or Project budget;
2. required by tine enactment or revision of codes, laws or regulations subsequent to tile preparation of such documents, or
3. due to changes required as a result of time Owner's failure to render decision in atimely manner,
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H:\Misc\Blank Forms\GENERAL CONDI'I'IONS-AIZCHITECT-ENGINEER Revised 052209.doc Revised 5-30-02
3.3.6 Providing services in evaluating an extensive number of claims submitted by the Contractor or others in connection with the work.
3.3.7 Providing services in connection with 8 public hearing, arbitration proceeding or legal proceeding except where the Design Professional is party thereto,
Providing services in addition t 'Ile ired bjArtile 2 Wr lij u gifn
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3.3.9 Notwithstanding anything contained in the Agreement, Proposal or these General Conditions to the contrary, all so vices desatbed in this Article 3 that are
caused or necessitated in whole or in part due to the negligent act or omission of the Design Professional shall be performed by the Design Pr LWcssional as a part of the
Basic Services under the Agreement with no additional compensation above and beyond the compensation due the Design t'rarcssionkfl IN the Basic Services. The
intervening or concurrent negligence of the Owner shall not limit the Design Professional's obligations under this Subsection 3.3.9.
3.4 OPTIONAL ADDITIONAL SERVICES
3.4.10 Making investigations, inventories of materials or equipment, or valuations and detailed appraisals of existing facilities.
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 and maintenance and consultation during operation.
14.18 Notwithstanding; anything; contained in flw Agreenwrit, Propmd or fhcse Uenclnj C omkflorns lo the contrary, all scivic" describell in IN,, Article 3 that are
cauwd or nece"'Ablicd in whole or in part due To ffic negligent act or ortbe J'hqign pruressional shall be performed by the Dais „n llroisssioaal as apart of the
BosiQ Services under the Agreement with no additional aboyc fold beyond flic (;-4in�jp
, , ejlsafioj n due the Design 1'rolessii,qj�11 liar the Bask Services. The
intervening or coricutrela negfigpice (if the OW110f, MlMl not linlit the Design Professional's obhgafionw under this Subsection 14M,
4-1 The Wlllff Shldi CoUSHIt with the Design Professional regarding requirements for the Project, including (1) the Owner's objectives, (2) schedule and design
0"Instraint"; and 01eria, including space requirements and relationships, flexibility, expendability, special equipment, systems and site requirements, as more speck
fiUlfly described 41 Suh+ieclicjn 2.2.1.
4.2 The Owner shall establish and update all overall budget for the Project, including the Construction Cost, the Owner's other costs and reasonable contingencies
related to all of these costs.
4.3 If requested by tile Design Professional, the Owner shall finnish evidence that financial arrangements have been made to fulfill the Owner's obligations under this
Agreement.
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H:\Misc\Blank Forms\GENERAL CONDITIONS-ARCHITECT-ENGINEER Revised 052209.doc Revised 5-30-02
4.4 The Owner shall designate a representative authorized to act on the Owner's behalf with respect to the Project. The Owner or such authorized representative shall
render decisions in a timely manner pertaining to (10CUIllentS submitted by the Design Professional in order to avoid unreasonable delay in the orderly and sequential
progress of the Design Professional's services.
4.5 Mere applicable, the Owner shall furnish surveys describing-physical chaincierktics, k%al ifinhations and utility kicaticrins, for ihesitc orate Pro cut 1, lind awrittell
legal description of the site. The surveys and legal information shall include, as applicable, �,p-ndcs and filies ofstreer"", afleys, pavenients, and ad oii i ling property and
J
structures; adjacent drainage; rights-of-way, restrictions, easements, encroadinlobts, zmlhig, dcol roddC601M, 1)01111(hriCS MId CO)MAAFS Of(bCsitC, locations,
dimensions and necessary data pertaining to existing buildings, other irnprovenients mid irccq, and jor(,irJm'J60n concciniulg available tifility =vic��s aIrld lilies, both
public mid private, above and below grade, including inverts and depths. All the inforination "
on tile survcy shall bo referenced to a paject hoichniflit
4.6 Where applicable, the Owner shall fiinlish the services of geotechnical engineers when such services are requested by the Design Professional. Such services may
include but are not limited it) avast borhigp,, test fails;, determinations of soil hearing values, percolation tests, evaluations of hazardous materials, ground corrosion and re-
sistivity tests, including ncrxssllry opm afioiw ]of anticipating sub-soil conditions, with reports and appropriate professional recommendations.
4.6.1 Tile Owner shall furnish the services of other Consultants when such services are reasonably required by the scope of the Project and are requested by the Design
Professional and are not retained by the Design Professional as part of its Basic Services or Additional Services.
4.7 When not a part of the Additional Services, the Owner shall furnish structural, mechanical, chemical, air and water Pollution tests, tests of hazardous materials,
and other laboratory and environmental tests, inspections and reports required by law or the Contract Documents.
4.8 The Owner shall furnish all legal, accounting and insurance counseling services as may be necessary at any time for tile Project, including auditing services the
Owner may require to verify the Contractor's Applications for Payment or to ascertain how or for What Purposes the Contractor has used the money paid by or on
behalf of the Owner.
4.9 The services, information, surveys and reports required by Owner under Sections 4.5 through 4.8 shall be furnished at the Owner's expense, and the Design
Professional shall be entitled to rely upon the accuracy and completeness thereof in the absence of any negligence on the part of the Design Professional.
4.10 The Owner shall give prompt written notice to the Design Professional if the Owner becomes aware of any fault or defect in the Project or nonconformance with
the Contract Documents.
4.11 Design Professional shall propose language for certificates or certifications to be requested of the Design Professional or Design Professional's consultants mid
shall submit such to the Owner for review and approval at least fourteen (14) days prior to execution. The Owner agrees not to request certifications that would require
knowledge or services beyond the scope of the Agreement.
5.1.1 The Construction 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
5.1.2 The Construction Cost shall include the cost at current market rates of labor and materials furnished by the Owner and equipment designed, specified, selected or
specially provided for by the Design Professional, plus a reasonable allowance for the Contractor's overhead and profit. hi addition, a reasonable allowance for con-
tingencies shall be included for market conditions at the time of bidding and for changes in the work during construction.
5.1.3 Construction Cost does not include the compensation of the Design Professional and Design Professional's consultants, tile costs of the land, rights-of-way,
fillancing or other costs which are the responsibility of the Owner as provided in Article 4.
TEMM-1
5.2.1 Evaluations of the Owner's Project budget, preliminary estimates of Construction Cost and detailed estimates of Construction Cast prepared by the Design
Professional represent the Design Professional's best judgment as a design professional familiar with the construction industry. It is recognized, however, that neither
the Design Professional nor the Owner has control over the cost of labor, materials or equipment, over the Contractor's methods ofdeterruining 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 will not vary
from the Owner's Project budget or from any estimate of Construction Cost or evaluation prepared or agreed to by the Design Professional.
5.2.2 No fixed limit of Construction Cost shall be established as a condition of the Agreement by the furnishing, proposal or establishment of Project budget, unless
such fixed limit has been agreed upon in writing and signed by the parties thereto. If such a fixed limit has 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 Contract Documents, to make reasonable adjustments in the scope of the Project and to include in the Contract Documents alternate bids to adjust the
Construction Cost to the fixed limit. Fixed limits, if any, shall be increased in the amount of air increase in the Contract Suni occurring after execution of the Contract
for Construction.
5.2.3 If the Procurement Phase has not coninienced within 90 days after the Design Professional submits the Construction Documents to the Owner, any Project
budget or fixed limit of Construction Cost shall be adjusted to reflect changes in the general level of prices in the construction industry between the date ofsublliission
of the Construction Documents to the Owner and the date on which proposals are sought.
ARTICLE 6 OWNERSHIP AND USE OF DOCUMENTS
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
became the property of the Owner upon termination or completion of the 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 or materials developed pursuant to the Agreement in another project or for other purposes than are specified in the Agreement, the Design
Professional is released from any and all liability relating to their use in that project
Page 5 of 8
H:\Misc\Blajik Forrns\GENERAL CONDITIONS-ARCHITECT-ENGINEER Revised 052209.doc Revised 5-30-02
1twubmission or distribUti011 of documents to meet official regutaWi "euirenientg or
in derogation of die Desicqi Professional's reserved rights.
ARTICLE 7 TERMINATION, SUSPENSION OR ABANDONMENT
7.1
terin,', offfic Agreement illroogli rio fimlit ofthe Design Professional. Omior niny fcirninkric Ific Agqccirtent (it any 111HISC Or Wilhoul cmsx upon thfily (30) days
JId()rW1111VH M'Aiee to the Dcsign Prokssicitial. All work and labor being perfivinctl under [he Agtecnim shall c�c,-ise jillinediately upoll Design Profloo iolifll's 1-cceilit orsuch
lictice. Befilre the end offlic. 1hirty (30) (Lay period, Design Professionisishall invoice the Owner I'm all work it salisfiadolily [wrtoltried PriOrIO ihc WvVill, ofsuch nokc. No
all)OL111t shall be due for lost or anticipated profits. All plans, field surveys, and other dabi rclatcd to die bemne propeity of dire 0),vncr upon icrujilialion ortho
Agreement and shall be promptly delivered to the Owner in a reasonably organized f0im, Shotfld Owner sut)squently contract wifli a new Design Professional fix coulin"Ifion
of services on the Project, Design Professional shall cooperate in providing information.
7.2 If the Project is susperided by the Ovyncr dial 111ore than 30 consecutive days, the Design Professional shall be compensated for services satisfactorily performed prior to
notice of such suspension. Wheii the Project is resiiined, the Design Professional's compensation shall be equitably adjusted to provide for expenses incurred in the interruption
and resumption of the Design PrWes;jonal's services.
7.3 The Agreement may be tenninated by the Owner upon not less than seven days written notice to the Design Professional in the event that the Project is permanently
abandoned. If the Project is abandoned by the Owner for more than 90 consecutive days, the Design Professional or the Owner may tenninate the Agreement by giving written
notice.
7.4 Failure of the Owner to make payments to the Design Professional for work satisfactorily completed in accordance with the Agreement shall be considered Substantial 11011-
performance and cause for tennination.
7.5 If the Owner fails 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 written notice to the Owner, suspend performance of services under the Agreement.
7.6 In the event of termination not the fault of the Design Professional, the Design Professional shall be compensated for services properly and satisfactorily performed prior to
termination.
8.1,1 Divwl Persiltincl Expense is defined as the direct salaries of the Design Professional's personnel engaged on the Project and the portion of the cost oftheir
Illandailory awl cu,Nloniary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays,
similar contributions mid benefits.
8.2 REIMBURSABLE, EXPENSES
8.2.1 Reimbursable Expenses are in addition to compensation for Basic and Additional Services and include expenses incurred by the Design Professional and
Design Professional's employees and consultants in the interest of the Project, as identified in the following Clauses,
8.2.1.1 Expense of transportation in connection with the Project; expenses in connection with authorized out-of-town travel; long-distance communications;
and fees paid for securing approval of authorities having jurisdiction over the Project.
8.2.1.2 Expense of reproductions (except the reproduction of the sets of documents referenced in Subsection 2.6.19), postage and handling of Drawings,
Specifications and other documents.
8.2.1.3 If authorized in advance by the Owner, expense of overtime work requiring higher than regular rates.
8.2.1.4 Expense of renderings, models and mock-ups requested by the Owner.
8.2.1.5 Expense of computer-aided design and drafting equipment time when used in connection with the Project,
8.2.1.6 Other expenses that are approved in advance in writing by die Owner.
8.3.1 Payments for Basic Services shall be made monthly and, where applicable, shall be in proportion to services performed within each phase of service, on the
basis set forth in Section 2 of the Agreement and the schedule of work.
8.3.2 If and to the extent that the time initially established in the Agreement is exceeded or extended through no fault of the Design Professional, compensation for any
services rendered during the additional period of time sliall be computed in the manner set forth in Section 2 of the Agreement.
83.3 Wwri conipealsation is it Iscd on all percciltage of Construction (' , 'o9t aWmy poniors of the Project are deleted or otlmwise ll()t ca.,sIjsiliicted, compensation for
flioso Iiurfionq elf the Project shall be pay.,ible to the extent services ary pea 6illwd on those portions, in accordance with at(, gIiedufc- set l'orth in Sectioii 2 of the
Agrocumit based on (1) the 1(lwcst bolut fide hid c)r (2) if no such bid or propomI i,,s roccived, the most recent preliminary esfirlWtC 0fC0uS11UCti011 Cost or detailed
oft "onsn elation Cost d'otsuch porliow,; ot'llic Project.
8.4 PAYMENTS ON ACCOUNT OF ADDITIONAL SERVICES
H:\Misc\Blaiik Fornis\GENERAL CONDITIONS- ARCHIT'ECT'- ENGINEER Revised 052209.doc Revised 5-30-02
8.4.1 Payments on account of the Design Professional's Additional Services mid 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.
FA
shareholders, agents, or employees in the performance of the Agreement.
I I I i I MMEM=-
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 the Agreement, The General Liability and Automobile Liability insurance policies shall name the Owner as an additional insured, the Workers'
Compensation policy shall contain a waiver of subrogation in favor of the Owner, and each policy shall contain a provision that Such insurance 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 of this Article 10.
ARTICLE 11 MISCELLANEOUS PROVISIONS
11.1 The Agreement shall be governed by the laws of the 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 the 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 Agreement without the written consent of the Owner.
11.3 The term Agreement as used herein includes the executed Agreement, the Proposal, these General Conditions and other attachments referenced in Section 3 of the
Agreement which together represent the entire and integrated agreement between the Owner 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
reasonably possible be read so as to harmonize the provisions. However, should the provisions of these documents be in conflict so that they call not be reasonably harmonized,
such documents shall be given priority in the following order:
1. Tile executed Agreement
2. Attachments referenced in Section 3 of tile Agreement other than the Proposal
3. These General Provisions
4. The Proposal
11.4 Nothing contained in the Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the Owner or Design
Professional.
11.5 Upon receipt of prior written approval of Owner, time Design Professional shall have the right to include representations of the design ofthe Project, including photographs
of the exterior and interior, among the Desigjr proniolion"il and professional materials. The Design Professional's materials shall not include the Owner's
confidential or proprietary information if the Owno hail pi,eviously rldvised idle Dcsign llur,if6sional in writing of the specific information considered by the Owner to be confi-
dential or proprietary. The Owner shall provide Jm6�ssianifl ctedit 11fir the 1-1 )CSiVi Prok"."sionat on tile construction sign and in the promotional materials for the Project.
zs�
r,BMiscUank Forrns\GENERAL CONDITIONS-ARCHITECT-ENGINEER Revised 052209.doc Revised 5-30-19—A
11.7 All notices, coil ju,111nications, and reports required or permitted under the Agreeiiieiitshall be personally delivered or mailed to the respective parties by depositing
same in the United Suites an,ud 1(i the address shown below signature block on the Agreement, certified mail, return receipt requested, unless otherwise specified herein.
All notices shall be decided Off&jivc, upon receipt by the party to whom such notice is given, or within three (3) days after mailing.
11.8 If any provision of lheAgreimieW k ["Ound (,)j• deemed by a Court of competent jurisdiction to be invalid or unenforceable, it shall be considered severable from the
remainder of the Agreement an(I 00H not cause the Peniainder to be invalid or unenforceable. In such event, the parties shall reform the Agreement to replace such
stricken provision with avalid and ejiRrrceaiflc, proyjsitaji ryhich conics as close as possible to expressing the intention of the stricken provision.
11.9 The 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 or hereinafter 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 tile basis of race, 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 ofthe Agreement.
ZMEM
H:Msc\Blank Forrns\GENERAL CONDITIONS-ARCHITECT-ENGINEER Revised 052209.doc Revised 5-30-02
Graham Associates, Inc.
CONSULTING ENGINEERS & PLANNERS
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 Mingo Road Widening and Improvements at Cooper Creek
Dear Mr. Payne:
Graham Associates is pleased to present this proposal to provide professional services for the
survey, right -of -way acquisition, design, and construction administration to widen and improve
Mingo Road at Cooper Creek. 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 Vintage Blvd. 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.
Respectfully Submitted,
„,, m M. Wag non, P.E.
CEO
Graham Associates, Inc. TBPE Firm #F -1191
Summit Office Park
1300 Summit Ave., Suite 419
Ft. Worth, Texas 76102 -4418
(817) 332 -5756
Fax (817) 336 -6909
Centeirpoiin l l hree
600 Six (Hogs Drive, Suite 500
Arllingg on, [exas 76011 6356
(8 17) 649 - 119114 0 Metro (8 7) 640 8535
V AX (8117) 633 5240
Chase Bank
3200 Broadway Blvd. Suite 530
Garland, Texas 75043 -1571
(972) 840 -6671
FAX (972)- 840 -6671
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Mingo Road
October 2014
Basic Services - Mingo Road
I. Construction Plans
Senior Engineer
90
x
125
11,250
Senior Hydrologist
10
x
125
1,250
Registered Engineer
200
x
100
20,000
Tech IV
178
x
90
16,020
Tech III
120
x
75
9,000
Tech II
43.5
x
60
2,610
Clerical
20
x
35
700
Subtotal $60,830.00
H. Railroad Coordination
Senior Engineer
10 x
125
1,250
Senior Hydrologist
10 x
125
1,250
Tech IV
8 x
90
720
Tech III
10 x
75
750
Subtotal $3,970.00
III. Mingo Road Traffic Control (close road)
Senior Engineer
5 x
125
625
Registered Engineer
5 x
100
500
Tech IV
5 x
90
450
Tech III
10 x
75
750
Tech II
2 x
60
120
Subtotal $2,445.00
Mingo Road
October 2014
IV. Utility Coordination
Senior Engineer
2 x
125
250
Registered Engineer
10 x
100
1,000
Tech III
24 x
75
1,800
Clerical
6 x
35
210
Subtotal $3,260.00
V. Quality Assurance /Quality Control
Senior Engineer
10 x
125
1,250
Registered Engineer
10 x
100
1,000
Tech N
10 x
90
900
Clerical
6 x
35
210
Subtotal $3,360.00
VI. Bidding /Construction Administration
Senior Engineer
25
x
125
3,125
Registered Engineer
125
x
100
12,500
Tech IV
36.5
x
90
3,285
Tech III
29.5
x
75
2,213
Tech II
21
x
60
1,260
Clerical
15.5
x
35
543
Subtotal $22,925.00
TOTAL BASIC SERVICES $96,790.00
Additional Services - Mingo Road
I. Design Surveying
1) Control Survey
Tech IV
2 Man Crew
Tech III
Mingo Road
October 2014
10 x 90
25 x 120
1 x 75
Subtotal $3,975.00
2) Road Topog
Tech IV 8 x 90
2 Man Crew 77 x 120
Subtotal $9,960.00
3) Topog Railroad
Tech IV 4 x 90
2 Man Crew 15 x 120
Subtotal $2,160.00
4) Boundary Survey /for R/W
Tech W
8
x
90
2 Man Crew
24
x
120
Registered Surveyor
8
x
125
Subtotal
$4,600.00
5) Proposed Channel Topog (300' wide)
Senior Engineer
8
x
125
Tech W
8
x
90
2 Man Crew
24
x
120
Subtotal
$4,600.00
900
3,000
75
720
9,240
360
1,800
720
2,880
1,000
1,000
720
2,880
6) Office Processing Items 1 -6
a Research
Senior Engineer
Registered Surveyor
Registered Engineer
Tech IV
Tech III
Mingo Road
October 2014
16 x
125
2,000
16 x
125
2,000
24 x
100
2,400
84 x
90
7,560
77 x
75
5,775
Subtotal $19,735.00
TOTAL DESIGN SURVEYING $45,030.00
IL Rnrvevinu for FF.,MA Avrlranhrc FYiatina Creek_ FF Elevation of I+ xistin,4 Finish Floors of 16
homes Creek cross sections and cross sections of 2 e:x stig lurid jcs
1) Existing Conditions
Senior Hydrologist 8 x 125 1,000
Tech IV 8 x 90 720
3 Man Survey Crew 100 x 140 14,000
Subtotal $15,720.00
2) Processing - Office Work
Senior Engineer 8 x 125 1,000
Senior Hydrologist 8 x 125 1,000
Tech W 24 x 90 2,160
Tech III 24 x 75 1,800
Subtotal $5,960.00
TOTAL FEMA $21,680.00
III. USACE 404 Permittin¢
Senior Engineer
Senior Biologist
Tech N
Mingo Road
October 2014
16 X 125 2,000
153 x 125 19,125
24 X 90 2,160
Subtotal $23,285.00
IV. Hydraulics, Hydrologic Analysis, CLOMR, LOMR
1) Data Gathering
Senior Hydrologist 13 X 125 1,625
Tech N 8 x 90 720
2) Existing Hydrology
Senior Hydrologist
Senior Engineer
Tech IV
Registered Engineer
3) Revised Existing Hydraulics
Subtotal $2,345.00
100 X
125
12,500
16 X
125
2,000
40 X
90
3,600
17 X
100
1,700
Senior Hydrologist
150
Senior Engineer
16
Registered Engineer
40
Tech N
80
Tech N
27
Subtotal $19,800.00
X 125
18,750
X 125
2,000
X 100
4,000
X 90
7,200
X 75
2,025
Subtotal $33,975.00
Mingo Road
October 2014
4) Proposed Hydraulics - CLOMR Revised Discharges
Senior Hydrologist
10 x
125
1,250
Senior Engineer
80 x
125
10,000
Registered Engineer
20 x
100
2,000
Tech IV
60 x
90
5,400
Tech III
20 x
75
1,500
Clerical
40 x
35
1,400
Subtotal $21,550.00
5) Proposed Channel Topog (300' wide)
Senior Engineer
4 x
125
500
Senior Hydrologist
40 x
125
5,000
Tech IV
35 x
90
3,150
Clerical
10 x
35
350
2 Man Survey Crew
30 x
120
3,600
Subtotal $12,600.00
TOTAL FEMA , HYDRAULICS $90,270.00
V. Geotechnical Analysis for Design
Subtotal $16,836.00
Mingo Road
October 2014
VI. RiLrht of Wa
1) Preparation of R/W Maps, Parcel Maps, Descriptions, up to 6 parcels
Registered Surveyor 8 x 125 1,000
Senior Engineer 8 x 125 1,000
Tech IV 48 x 90 4,320
Clerical 4 x 35 140
Subtotal $6,460.00
2) Pinning
2 Man Survey Crew 8 x 120 960
Tech IV 4 x 90 360
Registered Surveyor 2 x 125 250
Subtotal $1,570.00
TOTAL RIGHT OF WAY $8,030.00
TOTAL ADDITIONAL SERVICES $205,131.00
Reimbursable Expenses
NCTCOG Contour Maps 2,565
H & H DATA from FEMA 500
Filling Fees - MISC 4,400
Printing - Misc 6,000
TOTAL REIMBURSABLES $13,465.00
Exhibit 2 - Attachment B
ESTIMATED SHEET TOTALS - CITY PORTION
Mingo Road
Sheet Description
Number of Sheets
Cover Sheet
1
Notes Sheet
1
Quantity Sheets
1
Project Layout
3
Typical Sections
1
Traffic Control
1
Paving
3
Bridge
12
Bridge Details
24
Drainage Map
1
Runoff, Inlet, Storm
1
Culvert
2
Channel Grading
2
RIP -RAP
1
Street Lights
2
Pavement Markings & Signage
2
Details
25
Erosion Control
4
Subtotal Number of Sheets = 87
Cross - Section Plans
Road 13
Channel 15
Subtotal Number of Sheets = 28
Total Number of Sheets = 115
Exhibit 2 - Attachment B
Right -Of -Way Strip Maps
City Right -Of -Way Strip Maps
Mingo Road
Sheet Description Number of Sheets
Cover Sheet
Parcel Summary 1
Right -Of -Way Map Sheets 3
Subtotal Number of Sheets =
Large Parcel Exhibits g
Total Number of Sheets for All Plan Sets = 126
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Exhibit Attachment D
Mingo Road @ Cooper Creek
Estimate of Construction Costs
August 26, 2014
tten
- fsci'i'jatttt`
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opinion of probable cost is made on the basis of our professional experience and represents our best
firm
M t�'it .
ttfitie
. ttf dot,
1
Preparing Ri ht of Wa
p g, Right of Way
JOHN i 1. i-_ESN
12
STA
$
3 000 00
$
36,000 00
2
Preparing g Way
ann Right of Wa
-.
n, 7
AC
� $
7,800.00
L $
_
54 600.00
L3....
Excavation mmw
50,300
�_...
C.Y
�
$
w
8 00
$
_
402.,400.00
4
Embankment
43,755
C.Y.
�$
3.50
$
153,142.50
5
_
Backfill
STA
$
300.00
$
3,600.00
6
Topsoil
w. .... ..._ _,........._.
_.......12
15 �. 000
_
S.Y.
$
2.50
$
37,500.00'
7
_ __....... .....
Block Sodding
µ,...._
........... _.._�
1,070
S.Y.
_ .m.....
$
_ .................._
6.50
$
� .
6,955.00
8 _
Seeding _. _ ..... . --
25,000'
S.Y.
$
1.50
$
37,500.00
9
Lime Slurry
._n ....u..
360
A
TON
j $
_....� ..�..
160.00
�-
$
� ......._._
57,600.00
10
ime L Treatment 12
48 -
,00
S Y
$
5.50
$
26,400 00
11
C oncrete ent 12
3 400
S.Y.
$
58.75
$
w m_.
199,750 00
12
_ m.........
CP Over 7 ACP Temp Pvm nt
__.....
1,135
__ _...
S.Y.
_
$
.... ..,,..
45.00
$
51, 075.00
m 13
, _
Con
.__.. crete Street Header
68
._..
L. F.
$
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15.00
. .___.�..._..___
$
1,020.00
14
Barricades, Signs, & Traffic Handling
12
MO
$
4,500.00
$
54,000.00
15 5
B nde (36� by 20� �.........
p p
4,320
S�F
$
75.00
$
324,000.0
1gro._.._..._�.
Concrete Ri ra ...- ._.._._ww �.. WW
_ .
_1
60
._ .
C.Y.
$
35 0.00
�
$
.0...
21,000.00
17
24" Stone Rip -rap
730
C.Y.
�m
$
_...._
90.00
_......_.���
$
_
65,700.00
18 ..
Traffic Rail
320
L. F,
80µ00
!�
. ,,, . � .........._.._._ _..._. ._ ,.,
�.__
...$
_...__25.,600.00
5
20
Em os on Control SWPPP -... .._.w..._ ..._.....__..
1
LL..Sm
$
$
.._50,000.00
21
..�
Capital Improvement Signs
2'
„
EA.
..
$
..50,000.00.
750.00
$
1,500.00
22
Met al Beam Guard Fence
350
L.F
$
16.50
$
5,775.00
Guardrail Terminal
4
EA.
$
1,500.00
$
6,000.00
24
Street Li hts
._g _...
1
L.S.
$
50 000.00
5 ,000.
$
50
ara g_
15 000.00
_....
$
_...,000.00
15,000.00
L-27
Culvegs
Remove Existings
1
LS�...�._..W.-
..._..
2500.00
$
��avement
2,500.00
_..___._
ove Existin Pavin As halt
g p
3,200!
S.Y.
$
6.00
$
19,200Rem 00
SUB -TOTAL
$
1,712,817.50
No Hydraulics
and Hydrology has been done at the time of this estimate by
10% Contingency
$
171,281.75
Graham
Associates, inc for the bridge size and roadway elevations.
TOTAL
$
1,884,099.25
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
firm
„ A
judgment as a 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.
•,
JOHN i 1. i-_ESN
,
92"41 Wo
OFF
�
"7 qq
ATTACHMENT E
o mm, -�@Nwmw 1 '' i 1 ' L'' IMM
MINGO ROAD AT COOPER CREEK IMPROVEMENTS
FOR THE CITY OF DENTON
GENERAL: The City of Denton Mingo Road at Cooper Creek 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
determination, 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
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 and franchise utility providers, and 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.
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. 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
schematic 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
30% construction plan set with paving plan/profile sheets, intersection layouts, right -
of -way sheets, drainage area maps, culvert layouts, and hydraulic computation sheets
for Mingo Road.
8. Prepare bridge layouts for Mingo Road. The plans shall be in accordance with the
City's standards and requirements. Submit and coordinate during the review process.
B. Preliminary Design (60 %) - Upon review of the 30% plans by the Owner, GAI will
prepare preliminary construction plans as follows:
Prepare preliminary paving plan and profile sheets showing curb lines, driveways,
elevations at all points of vertical intersection and point of intersections in the paving
plan; typical sections; cross sections; high and low points, vertical curve information,
and pertinent AASHTO calculations.
2. Prepare a Pavement Design Report documenting the existing soil conditions and
providing pavement design recommendations based on (at a minimum) a 40 -year
design life, 10% truck loading and traffic volumes as agreed upon with the Owner.
3. Prepare preliminary drainage sheets including drainage area maps, plan and profiles,
and hydraulic computations.
4. Initiate coordination of utility relocations with utility owners, and prepare preliminary
design of relocations of affected City water and sewer lines. GAI shall provide the
design for the relocation of conflicting water and wastewater utilities if required and
an additional services agreement is approved.
Hydraulic Design of the Culverts and /or bridge.
a) 60% Design Submittal: Update hydraulic design of culverts or bridges as
necessary to reflect roadway design and to address Owner comments.
(i) Update hydraulic models of culverts or bridges as necessary to reflect
60% roadway design.
(ii) Preparation of Bridge Scour Analyses for each of the creek crossings.
(iii) Update the following sheets as necessary for 60% submittal:
(1) Drainage Area Maps
(2) Hydraulic Computations
(3) Culvert or Bridge I.,ayouts
6. Prepare plan/profile and construction details for retaining walls and necessary shoring
design.
Prepare Construction Phasing Plan including pavement phasing, transition segments,
and construction detour plans. Develop construction phasing typical cross sections at
key locations.
Prepare traffic control plans based on the construction phasing in accordance with
AASHTO and the City of Denton.
9. Prepare a preliminary estimate of probable construction cost and submit with four (4)
sets of plans for review.
10. Meet with the Owner to discuss the preliminary design. GAI assumes that we will
meet with the Owner three (3) times during the preliminary design phase.
2
11. Submit preliminary plans to utility companies for review and comment. Attend a
preliminary coordination meeting with the franchise utility companies.
12. GAI will attend a coordination meeting with the railroad to coordinate plan approval
and permits for the project.
C. Final Design - Following Owner approval of preliminary plans, GAI shall prepare final
plans with the following additional tasks:
Prepare final construction drawings for paving and drainage, and bridge or culverts as
required.
2. This includes the final hydraulic design of culverts or bridges including scour
analyses for the proposed culverts or bridges as necessary, and preparation of plans,
specifications, and estimates.
a) Final Design Submittal
(i) Provide final hydraulic models to reflect 90% roadway design.
(ii) Update the following sheets as necessary for 90% submittal:
(1)
Drainage Area Maps
(2)
Final Hydraulic Computations
(3)
Final Culvert or Bridge Layouts and Plans
(4)
Detail Sheets (special and standard details)
(5)
Notes
(6)
Final Grading Layouts
(7)
Quantities for Bid Proposal
(8)
Technical Specifications for Culvert Construction
3. Prepare final technical specifications and bid documents for the project, including bid
proposal forms (project quantities) of the improvements to be constructed. This
Scope of Services assumes that the project will be prepared using standard bid
documents provided by GAI.
4. Provide quality control by independent review of plans and specifications by Senior
Engineer, not on the design team.
5., Prepare a final opinion of probable construction cost based on recent project unit bid
prices.
6. Furnish four (4) sets of drawings for review by the Owner at the 60% and 90% design
stages, and meet with the Owner to review and discuss the plans. The review
meetings will be conducted to address review comments and to take action on items
to produce the final construction documents. GAI assumes that we will meet with the
Owner three (3) times during each part of the final design phase (60% and 90 %).
D. Bidding and Construction Administration Phase — Assist Owner in securing bids. Issue a
Notice to Bidders to prospective contractors in GAI's database of prospective bidders,
and to selected plan rooms. Provide a copy of the Notice to Bidders for Owner to use in
notifying construction news publications and publishing appropriate legal notice. The
cost for publications shall be paid by the Owner. GAI will prepare two (2) separate bid
packages for the project, with the following to be provided for each bid package.
1. Print thirty (30) sets of 11" x 17" Plans and Bid Documents and distribute to selected
plan rooms, and to prospective bidders that respond to the Notice to Bidders.
2. Assist Owner by responding to questions and interpreting bid documents. Prepare
and issue addenda to the bid documents to plan holders if necessary.
3. Attend one pre -bid meeting to answer questions related to the bid documents.
4. Assist Owner in the opening, tabulating, and analyzing the bids received. Review the
qualification information provided by the apparent low bidder. Recommend award of
contract or other actions as appropriate to be taken by the Owner.
5. Assist Owner in the preparation of Construction Contract Documents. Provide ten
(10) sets of Construction Contract Documents which include information from the
apparent low bidder's bid documents, legal documents, and addenda bound in the
documents for execution by the Owner and construction contractor. Distribute five
(5) copies of these documents to the contractor with a notice of award that includes
directions for the execution of these documents by the construction contractor.
Provide Owner with the remaining five (5) copies of these documents for use during
construction. Additional sets of documents can be provided as an additional service.
6. Furnish contractor copies of the drawings and specifications for construction pursuant
to the General Conditions of the Construction Contract.
7. Attend one (1) pre - construction meeting per bid project to discuss the project
schedule for construction.
8. GAI design team staff will make (12) visits to the site to observe the progress and the
quality of work and to attempt to determine in general if the work is proceeding in
accordance with the construction contract documents. In this effort GAI will
endeavor to protect the Owner against defects and deficiencies in the work of
Contractor and will report any observed deficiencies to the Owner.
9. Review Contractor shop drawings and other project related submittals. Notify the
Contractor of non - conforming work observed during site visits. Review quality
related documents provided by the Contractor such as test reports, equipment
installation reports or other documentation required by the construction contract
documents.
10, Interpret the drawings and specifications for the Owner and Contractor.
Investigations, analyses, and studies requested by the Contractor and approved by the
Owner, for substitutions of equipment and /or materials or deviations from the
drawings and specifications are an additional service.
21
11. Prepare documentation for contract modifications required to implement
modifications in the design of the project. Receive and evaluate notices of Contractor
claims and make recommendations to the Owner on the merit and value of the claim
on the basis of information submitted by the Contractor or available in project
documentation.
12. Revise the construction drawings in accordance with the information furnished by
Contractor reflecting changes in the project made during construction. One (1) set of
mylar reproducible prints of 'Record Drawings" and electronic files shall be provided
by GAI to the Owner for each set of construction drawings.
ARTICLE II
ADDITIONAL SERVICES (DESIGN PHASE):
A. Design Surveying — Surveying for FEMA - Hydraulics
1. Establish horizontal and vertical control for the project from existing control
monuments. Establish adequate control points and benchmarks for construction of
the project. Cross -tie all survey control to City of Denton benchmarks.
Provide a topographic survey of the project. The topographic survey shall include
Mingo Road at Cooper Creek. The survey corridor shall be 200' wide, extending
100' on each side of the proposed roadway centerline or to 1,400' the foul zone of
the Union Pacific Railroad. 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 the creek crossing for hydraulic
modeling. The limits of the survey will extend upstream and downstream from the
existing crossings to sufficiently design the culverts or bridges. Trees will not be
surveyed in these areas.
B. USACE 404 Permitting
Perform Section 404 Jurisdictional Determination based on USACE guidelines.
2. Work with USACE to resolve impacts and potential mitigation.
Prepare 404 Permit Application and submit to USACE
Coordinate with USACE through the permit process.
C. Additional Services Hydraulics, Hydrological Analysis, FEMA CLOMR & LOMR
1. DATA GATHERING
a) Obtain H & H data from FEMA
b) Establish HECRAS models and HEC2 models on our computer
(One of the trib. uses old HEC2)
c) Obtain all NCTCOG topo sheets for Cooper watershed (78 panels)
2. EXISTING HYDROLOGY
a) Determine elevation / storage / Q relationships for Ex. Detention Basins
(Either from construction plans or COG contours)
(Assume only 3 basins w/ simple outlets)
(Assuming not surveying the outlets of the existing drainage basins)
b) Re -define watershed sub basins & draw sub basin map
(Using topo maps from COG)
(Using storm sewer data/maps from City)
(Using a pattern similar to FEMA's)
c) Cale. weighted hydrologic soil group for each new sub basin
d) Cale. weighted existing land use for each new sub basin
e) Cale. CN number for each new sub basin
f) Cale. lag times (Tc) for sub basins
g) Cale. stream storage /discharge relationships for routing
(Using FEMA hydraulic models)
h) Create a new existing condition HEC1 model and run
(Using rainfall duration / frequency from iSWMM)
(10 -, 50 -, 100 -, 500 -year storms for FEMA)
i) Compare new Qs to FEMA effective, previous FEMA, & others
(10 -, 50 -, 100 -, 500 -year storms for FEMA)
j) Investigate discharge sensitivity to changes in storage upstream of RR
3. REVISED EXISTING HYDRAULICS
a) Survey cross sections ( -10) near Mingo Rd. (including Rd. & RR)
b) Create new hydraulic work map using COG tope as base map
c) Add FEMA effective cross sections, floodplain & floodway to work map
d) Create revised existing cond. HECRAS model for all of Cooper Cr.
(Using new Qs and sections)
(Correcting the effective sections)
e) Create new HECRAS floodway model
f) Based on above, plot revised existing floodplains on a hydraulic workmap
g) Plot new revised existing floodways on a hydraulic workmap
h) Plot new rev. existing stream profile w/ graphics similar to FEMA's
4. PROPOSED HYDRAULICS
a) Analyzes RR's existing bridge
b) Design Proposed Mingo Rd. culvert & model
c) Plot proposed floodplains on a hydraulic workmap
d) Plot proposed floodways on a hydraulic workinap
e) Plot proposed stream profile w/ graphics similar to FEMA's
f) Write a FEMA CLOMR report
(Including changes in discharge & water surface elev.)
2
(Entire length of studied stream + the 2 studied tributaries)
(Including prelim. prop. construction plans for Mingo Rd.)
g) Convert our Hydrologic maps to FEMA acceptable format
h) Convert our Hydraulic work maps to FEMA acceptable format
5. PREPARE LOMR POST CONSTRUCTION
D. Geotechnical Engineering and Pavement Design
1. FIELD EXPLORATION
a) Bridge Borings: Drill 2 borings to depths of approximately 75 feet for foundation
bearing, assuming drilled shafts will support the 120 ft. bridge. One boring will
be drilled for each end of the proposed bridge. (Estimate 150 linear feet of
drilling).
b) Pavement Borings: Drill 3 borings to depths of approximately 15 feet. One
boring will be drilled betweeai the proposed bridge and Loop 288. Two borings
will be drilled west of the west end of the proposed bridge in the section of
proposed roadway iMproven1elIts. (Estimate 45 linear feet of drilling).
c) Borrow Area Borings: Drill 3 borings to depths of 15 feet for the proposed
borrow site. (Estimate 45 linear feet of drilling)
d) Obtain soil samples and perform Texas Cone Penetrometer (TCP) Test
e) Observe for grow ulw ,,titer seepage during drilling and record level.
Back fill boreho�les with cuttings L.rpon coiiip1edoii (not grouted).
g) Coordinate file e learallce• of underground ufility locations in accordance with the
Texas 811 One Call requirement and the City of Denton Utilities.
h) Coordinate with the local municipality while drilling on or adjacent to public
roads.
2. LABORATORY TESTING
Selected 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:
a) Soil classification tests including Atterberg limits and percent passing #200 sieve
tests
b) Unit dry weight and moisture content tests
c) Unconfined Compressive Strength tests
d) Soluble Sulfate tests (subgrade soils upper 4 feet)
e) Soil- lime -pH Series tests
3. ENGINEERING ANALYSIS AND REPORT
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 as follows:
a) Plan of borings illustrating the approximate location of each boring and scale to
which the drawing is made
b) A log of each boring indicating the boring number, location (northing, easting and
elevation as provided by Graham Associates, Inc.), depth of strata, soil description, field
7
penetration tests including Texas Cone Penetrometer (TCP) and /or Standard Penetration
tests (SPT's), laboratory tests, and groundwater information
c) Description of the field exploration and laboratory testing program
d) Laboratory test results and analysis of results
e) Discussion of subsurface soil and groundwater conditions
f) Discussion of the borrow soils and there suitability of use as fill along the existing
roadway
g) Recommendations for the bridge foundation type, depth, allowable loading, side shear
values for shafts, and the need for casing of drilled piers during construction
h) Recommendations for roadway fill material including soil type, compaction and
moisture content requirements, placement and testing during construction
i) Provide pavement subgrade design and recommendations
j) Provide design and recommendations for concrete and asphalt pavement
k) Four (4) copies of the geotechnical engineering report will be provided to the design team
along with a PDF version
E. Right of Way and Pinning
1. Provide Right of Way and Easement Parcel descriptions
2. Provide Parcel Maps for each Parcel for Right of Way and Easements
3. Prepare Right of Way Map
4. Pin each Right of Way Parcel
5. The Right of Way cost is based on 6 Parcels
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 A_STM 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 31) renderings or revisions to existing 31) 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.
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.
E
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
AR][°IC 1E 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
SPONSIBILITIES 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
10
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 snapping 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 govermnental 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.
11
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
Landtec Engineers, LLC
PERSONNEL
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 III
$ 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;
$ 25.00 /foot
$ 5.00 after first plot
Copies
$ 0.10 /page
DRILLING AND SAMPLING
$ 100.00/hole
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
TEX -113E
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 minimuin
$ 175.00 /point
- S -Test,
3 points minimum
$ 250.00 /point
Remolding samples
$ 60.00 /each
CL