03.05 Shaffer Park Renovation Project Third Amendment G���°��°��c� AGENDA ITEM
*: :*
�: ::�
9yp��Ap��c��a September 11, 2018
��
Reviewed/Verified B •
TO: Honorable Mayor and City Manager
Members of the City Council Finance Direct
To Be Presented By: Bonnie Hagan
THRU: Rick Otto
City Manager � X Cons Calendar _ City Mgr Rpts
FROM• Bonnie Hagan •� Council Reports _ Legal Affairs
' Boards/Cmtes Public Hrgs
Community Services Director Admin Reports P1anlEnviron
1. SUBJECT
Appropriation and Third Amendment to Agreement No. 6527 with Converse Professional Group
for Geotechnical Observation and Testing Services for the Shaffer Park Renovation Project. �
2. SUMMARY
Approval of the third amendment for additional inspection services for the Shaffer Park
Renovation Project, and appropriation of$60,840 from unreserved fund balance Park Acquisition
(Infill) (510).
3. RECOMMENDED ACTION
1. Authorize the appropriation of$60,840 from the Park Acquisition (510) unreserved fund
balance to expenditure account number 510.7021.56020.30042 (Shaffer Park Renovation),
and;
2. Approve third amendment with Converse Professional Group in an amount not to exceed
$60,840, and authorize the Mayor and City Clerk to execute on behalf of the City. .
4. FISCAL IMPACT
The total expenditure for this amendment is $60,840 and will be funded in the Shaffer Park
Renovation Project (30042) through Park Acquisition (510).
ITEM �� 1 9/11/1 S
5. STRATEGIC PLAN GOAL(S)
1. Provide for a safe community.
b. Provide and maintain infrastructure necessary to ensure the safety of the public.
3. Enhance and promote quality of life in the community
a. Refurbish, maintain, develop and/or expand public use places and spaces.
6. GENERAL PLAN IMPLEMENTATION
Natural Resources Element Goal 5.1: Maintain existing City parks at levels that provide
maximum recreational benefit to City residents.
7. DISCUSSION and BACKGROUND
Background
The Shaffer Park Renovation Project involves demolition of the existing community building and
concession stand, construction of a new community building and concession building, renovation
of the existing ballfield, new walkways, landscaping, irrigation, lighting, reconfigured parking,
and new exercise equipment.A design-build agreement was awarded in December 2016 to Morillo
Construction in the amount of $6.3 million. Construction began in October 2017. The City is
required to secure a geotechnical consultant to assume the role of Geotechnical Engineer of Record
in compliance with the Limited Geotechnical Study Report for the project.
On September 7, 2017, Request for Proposals for geotechnical observations and testing for the
renovation project was circulated to four firms. Converse Professional Group (Converse) was
determined to be the most responsive. Due to time constraints, and in an effort to keep the project
moving, geotechnical services were needed immediately. To this end, staff negotiated with
Converse for an original reduced scope of work in order to expedite an agreement for the required
services, with a plan to amend the agreement at a later date, to include the remaining scope of
services.Based on the reduced proposal from Converse,the City Manager authorized an agreement
for $29,710 in October 2017. As planned, staff then analyzed future anticipated needs and
negotiated with Converse for a first amendment approved by City Council in March 2018 for
$30,820, for a new total contract amount of$60,530.
Since execution of the �rst amendment, Converse has continued to provide geotechnical services
as directed by the City. The contractor of record, Morillo Construction, has continued to struggle
in performing and scheduling continuous and simultaneous work, resulting in the need for
additional and multiple inspections.beyond the time allotted within the original agreement and first
amendment. To this end, a second amendment for$37,980 was approved by City Council in June
2018 for a new total of$98,510.
ITEM � 2 9/11/18
Discussion
The project continues to progress at a slower than anticipated pace and additional inspections are
required. The current estimated completion is in December 2018. To this end, staff is
recommending a third amendment with Converse in an amount not to exceed $60,840. Upon
approval of this proposed third amendment, the new total not to exceed amount will be$159,350.
Below is a table illustrating the agreement history to date.
Agreement/Amendment` , Date ,� � ' Amount
. . . s . . : . . . . . ,_ u
A reement No. 6572 October 12, 2017 $29,710
First Amendment No. 6572.1 March 13, 2018 30,820
Second Amendment No. 6572.2 June 12, 2018 37,980
Current:A- reement Tota1 � � �• � � - � � �� $98;51�0
Pro osed Third Amendment No. 6572.3 Se tember 11 2018 60,840
,New A reement Total� _ ° = - . $159,350
The scope of work in the third amendment includes concrete footing and flatwork inspection;
parking lot sub base and base material inspections;inspecting ADA ramp grading and compaction;
inspecting monument sign structure installation; and preparing reports. The estimated number of
hours represents a recent plan/schedule review, as well as contingency hours for additional
inspections as needed.
The number of inspections and the length of time needed for each inspection directly correlates to
how quickly and efficiently the contractor completes their work. Geotechnical inspection is the
City's responsibility, and means and methods for how to complete the work is Morillo
Construction's responsibility. The City's project-management firm, GKK, Inc. is tracking all
inspections, as well as continues to advise Morillo Construction on how to consolidate inspections
and limit the number of hours requested according to work completed. Staff is also working with
the City Attorney's office to determine if there is any liability on the contractor's part for duplicate
inspections and/or poorly scheduled work.
The project is being funded through park development fees. An appropriation of $60,840 from
unreserved fund balance Park Planning, Acquisition and Development(510), is needed to support
the third amendment.
8. ATTACHMENTS
• Draft Third Amendment to Agreement No. 6527.3
• Agreement No. 6527
• Agreement No. 6527.1 (Frist Amendment)
• Agreement No. 6527.2 (Second Amendment)
ITEM 3 9/11/18
AGMT No. 6527.3
THIRD AMENDMENT
TO
CONSULTANT SERVICES AGREEMENT
This Third Amendment to Consultant Services Agreement(the"Third Amendment") is made
and entered into as of , 2018, by and between the CITY OF ORANGE, a
municipal corporation (the "Cit�'), and THE CONVERSE PROFESSIONAL GROUP, a Califomia
corporation(herein referred to as the"Consultant"),with reference to the following:
A. The City and the Consultant entered into that certain Consultant Services Agreement
(Agreement No. 6527) dated as of October 12, 2017 (the "Original Agreement"), which was later
amended by that certain First Amendment to Consultant Services Agreement, dated as of March 13,
2018 (Agreement No. 6527.1) (the "First Amendment"), which was later amended by that certain
Second Amendment to Consultant Services Agreement, dated as of June 12, 2018 (Agreement No.
6527.2) ("the Second Amendment"). The Original Agreement and the First and Second
Amendments are incorporated herein by this reference; and
B. The City and the Consultant desire to further amend the Original Agreement to
modify, amend and supplement certain portions of the Original Agreement.
NOW,THEREFORE,the parties hereby agree as follows:
Section 1. Defined Terms. Except as otherwise defined herein, all capitalized terms
used herein shall have the meanings set forth for such terms in the Original Agreement.
Section 2. Cross-References. The City and Consultant hereby agree tlzat all references
in the Original Agreement or this Third Amendment to the Original Agreement are deemed and
construed to refer to the Original Agreement, as implemented by this Third Amendment.
Section 3. Revised Scope of Services. The Scope of Services, Exhibit A to the Original
Agreement, is hereby amended, modified and supplemented to include the services described on
Exhibit A attached hereto and incorporated herein by this reference.
Section 4. Compensation. The total not-to-exceed compensation (exclusive of
reimbursables) set forth in Section 2 of the Original 'Agreement for the services to be rendered
thereunder was the sum of TWENTY-NINE THOUSAND SEVEN HLJNDRED TEN DOLLARS
and 00/100 ($29,710.00). Section 2 of the Original Agreement was amended by the First
Amendment to provide for an increase of THIRTY THOUSAND EIGHT HUNDRED TWENTY
DOLLARS and 00/100 ($30,820.00) in the total not-to-exceed compensation such that the
Consultant's total compensation under the Original Contract, as amended by the First Amendment,
would not exceed the sum of SIXTY THOUSAND FIVE HUNDRED THIRTY DOLLARS and
00/100 ($60,530.00). Section 2 of the Original Agreement was amended by the Second Amendment
to provide for an increase of THIRTY SEVEN THOUSAND NINE HLTNDRED EIGHTY
DOLLARS and 00/100 ($37,980.00) in the total not-to-exceed compensation such that the
ConsultanYs total compensation under the Original Agreement, as amended by the Second
Amendment, would not exceed the sum of NINETY EIGHT THOUSAND FIVE HUNDRED TEN
DOLLARS and 00/100 ($98,510.00). Section 2 of the Original Agreement is hereby amended to
provide for an increase of SIXTY THOUSAND EIGHT HUNDRED FORTY DOLLARS and
00/100 ($60,840.00) in the total not-to-exceed compensation such that the Consultant's total
compensation under the Original Agreement, as amended by this Third Amendment, shall not exceed
ONE HUNDRED F]FTY NINE THOUSAND THREE HUNDRED FIFTY DOLLARS and 00/100
($159,350.00)without the prior written authorization of the City.
Section 5. Integration. This Third Amendment, the agreements specifically referred to
herein, and all attachments hereto (if any) integrate all of the terms and conditions mentioned herein,
and supersede all negotiations with respect to the subject matter hereof. This Third Amendment
amends, as set forth herein, the Original Agreement and the First and Second Amendments and,
except as specifically amended hereby, the Original Agreement and the First and Second
Amendments shall remain in full force and effect. To the extent that there is any conflict or
inconsistency between the tertns and provisions of this Third Amendment and the terms and
provisions of the Original Agreement and/or the First and Second Amendments, the terms and
provisions of this Third Amendment shall control and govem the rights and obligations of the
parties.
[Remainder ofpage intentionally left blank;signatures on nextpageJ
2
IN WITNESS of this Agreement, the parties enter into this Third Amendment on the year
and day first above written.
"CONSULTANT" "CITY"
THE CONVERSE PROFESSIONAL GROUP, CITY OF ORANGE, a municipal corporation
a California corporation
�By: By:
Printed Name: Teresa E. Smith, Mayor
Title:
ATTEST:
*By.
Printed Name:
Title:
Mary E. Murphy, City Clerk
APPROVED AS TO FORM:
Gary A. Sheatz
Senior Assistant City Attorney
*NOTE: The City requires the following signature(s)on behalf of the Co�sultant:
-- (1) the Chairman of the Board, the President or a Vice President,AND (2) the Secretaty,
the Chief Financia[ Officer, the Treasurer, an Assistant Secretary or an Assistant
Treasurer. If only one corporate officer exists or one corporate officer holds more than
one corpos�ate office,please so indicate. OR
-- The corporate offzcer named in a corporate resolution as authorized to enter into this
Agreemen� A copy of the corporate resolution, certified by the Secretary close in time to
the execution of the Agreement,must be provided to the City.
3
EXHIBIT "A"
SUPPLEMENTAL SCOPE OF SERVICES
[Behind this page.]
�� Converse Consultants
1�� Geotechnical Engineering,Environmental&Groundwater Science,Inspection&Testing Services
August 1, 2018
Mr. Rocky Borton
Senior Project Manager
gkkworks
2355 Main Street, Suite 220
Irvine, California 92614
Subject: ADDITIONAL BUDGET REQUEST TO PROVIDE GEOTECHNICAL
OBSERVATION AND TESTING SERVICES,AMENDMENT No. 3
ShafFer Park Renovation Project
1930 North Shaffer Street
City of Orange, Orange County, California
Converse Project No. 17-32-156-00 (30/40)
Mr. Borton:
Converse Consultants (Converse) has been providing inspection and testing services for
the subject project with previously authorized initial budget of$29,710.00. The previously
authorized initial budget was given to us to start the project. A budget amendment was
then authorized for$30,820.00, followed by a second budget amendment for$37,980.00.
Total budget authorized to date for the project is $98,510.00.
Based on review of the current project schedule and remaining work task to complete the
park project, we estimate that we need an additional budget amount of$30,940.00 and a
contingency budget amount of another$30,000.00 to complete the Schaffer Park Project
in addition to the previously authorized budget amounts.
Remaining project construction items include monument sign structures, concrete
footings (trash enclosure), prepare subgrade for parking areas, ADA ramps, concrete flat
work for parking, base material compaction for parking areas, slab on grade (trash
enclosure) and concrete flat work. The park project is currently scheduled for completion
in September 2018.
SCOPE OF WORK AND COST ESTIMATE
Based upon the information presented to Converse, we have prepared the following
scope of services and cost:
717 South Myrtle Avenue, Monrovia, Califamia 91016
Telephone: {626)930-1200 0 Facsimile: (626}930-1212 o wr�vw.converseconsultants.com
gkkworks
Additional Budget Request to Provide Geotechnical Observation and Testing Services,Budget Amendment No.3
Shaffer Park Renovation Project
Converse Project No.17-32-156-00(30/40)
August1,2018
� •
Task Unit Number Unit Rate Cost
Of Units $ $
Field Technician/Inspector Hour 260 $115.00 $29,900.00
Sample Pick-Up Hour 0 $70.00 $0.00
^ -° � $29,900.00
s � •
Task Unit Number Unit Rate Cost
Of Units $ $
Field Technician/Inspector Hour 260 $115.00 $29,900.00
�'. ° .• ` , $29,000.00
a • • - e
Task Unit Number Unit Rate Cost
Of Units $ $
Dispatch, Review of Daily Reports and Hour 8 $75.00 $600.00
Submittals
Project Management, Engineering
Consultation and Support, and Hour 4 $110.00 $440.00
Anal ses as Necessa
o a . $1,040.00
• � -
Field Services Costs $29,900.00
Contingency Field Services Costs (260 Hours of Soil Technician) $29,900.00
Office Support Costs $1,040.00
�: 9. �'C�-���� �..�� - � q �� 4 $60,840.00
ASSUMPTIONS
In general, our fees are based on the following conditions and assumptions described
below:
• Our services will be performed on a time-and-materials basis in accordance with the
current contract agreement and the unit rates indicated, and/or Schedule of Fees and
General Conditions, copies of which are attached and form a part of this proposal.
• When full-time observation by a Converse representative is not required, the testing
services described above will be performed on a test-results-only basis at the request
of your authorized representative, who will be responsible for coordinating our
services with the construction schedule. No comments regarding compaction
procedures or observations will be made for test-results-only services.
• For on-call services, the test locations will be prepared and ready for testing by
Converse field personnel upon their arrival at the site.
� Copyright 2018 Converse Consultants 2
gkkworks
Additionai Budget Request to Provide Geotechnical Observation and Testing Services,Budget Amendment No.3
Shaffer Park Renovation Project
Converse Project No.17-32-156-00(30/40)
August 1,2018
• Work will be conducted during an eight-hour day at the site. Overtime will be charged
at 1.5 times the regular hourly rate.
• All requests for field services should be received by this office not less than one
working day(24 hours) prior to the time the services are to be pertormed.
• There will be a two-hour minirr�um charge in case of work cancellation after our field
personnel have been dispatched. Also, a 4-hour minimum for each site visit.
• The contractor and/or client will be responsible for excavating and backfilling all test
locations.
• The Converse field representative wil! not direct, supervise or lay out the work of the
contractor. Services provided by Converse will not include a review of the contractor�s
safety measures on or near the job site,
• If any additional inspection or laboratory testing is required, it will be pertormed in
accordance with the attached Geotechnical Laboratory Testing Schedule of Fees.
• Converse field reports will be provided to your authorized representative in the field
on a daily basbs as the testing is completed. The field reports will summarize test
results and tirv�e charged per day, and document work performed.
• Meetings and consultations not described above, that are requested by the client, are
not included in the cost summary but will be charged on a time-and-materials basis in
accordance with the attached Schedule of Fees.
• Should additional services be required other than those presented herein, Converse
will discuss the matter with you. If requested, Converse will prepare a detailed
proposal and cost estimate for such servlces.Additional services will not be perFormed
without prior written authorization.
• No services will be provided prior to our signature of an agreement with you. No
additional work required will be provided without written authorization and a budget
amendment from your authorized representative.
Please do not hesitate tm contact us at (626) 930-1223 if you have any questions or wish
to discuss this budget amendment in detail. We appreciate the opportunity to be of
continued service to gkkworks and the City of Orange.
CONIIERSE C� l'�►�.
j,�
xr �H
� ��
/ ,�' �,������
t
B. Schluter, PG, CEG, CHG
enior Engineering Geologist
Encl: Schedules of Fees and Generaf Conditions
Dist: 1/Addressee(e-mail)
MBS:jjl
Copyright 2018 Converse Consultants 3
ADDITIONAL BUDGET REQUEST TO PROVIDE GEOTECHNICAL OBSERVATION
AND TESTING SERVICES, AMENDMENT No. 3
Shaffer Park Renovation Project
1930 North Shaffer Street, City of Orange, Orange County, California
gkkworks
Converse Project No. 17-32156-00 (30/40)
August 1, 2018
; . � . . � . • � � • • - • �
Firm Name: (Client)�
BY� (Print Name) �
Signature:
Title: Date:
Telephone No. ( )
Email:
P.O. No./Billing Instructionsz,3:
1 Invoices to be sent to the Client,who shall be responsible for payment thereof, unless notified otherwise.
The Client is represented by a person with authority to financially commit to the scope of work herein and
acknowledges that the person signing has read and understands the enclosed General Conditions.
2 Billing requirements, including backup documentation, should be mutually agreed upon and indicated
here.Subsequent additions or changes should likewise be mutually agreed upon and submitted in writing
with appropriate authorization.
3 It is understood by both contracting parties this phase of the project is subject to prevailing wages as
determined by local Labor Code.
� Copyright 2018 Converse Consultants 4
■
e n ix
Fe� Schedules
Gen�ral Cond�ti�ns
� Copyright 2018 Converse Consuitants
CONVERSE CONSULTANTS
Prevailing Wage Schedule of Fees
Personnel
Introduction
It is the objective of Converse Consultants to provide its clients with quality professional and technical services and a continuing source of
professional advice and opinions. Services will be performed in a manner consistent with that level of care and skill ordinarily exercised by
members of the profession currently practicing in the same locality under similar conditions.This fee schedule is valid through December31,2018.
Hourly Charges for Personnel
Staff assignments will depend on personnel availability,job complexity,project site location and experience level required to satisfy the technical
requirements of the project and to meet the prevailing standard of professional care.
Field Technical Services(all including vehicle and equipments)
Construction Inspector—ACl/ICC and/orAWS/CWI certified(concrete,post-tension,masonry,structural steel,
fireproofing,includes concrete batch plant and local steel fabrication inspections) $118
DSA Masonry Inspector 118
Non-Destructive Testing Inspector(ultrasonic,magnetic particle,dye penetrant,skidmore,pull testing,torque testing,
Schmidt hammer,and pachometer) 120
Soiis Technician(soil,base,asphalt concrete,and moisture emission testing) 118
Sample Pick-up 50
Professional Services(Consultation far Field and Office if requested)
Staff Professional $��p
Senior Staff Professional 120
Project Professional 135
Project Manager 160
Senior Professionai 160
Principal Professional 190
Laboratory Testing
Laboratory Technician Per Test
(Unit prices for routine tests quoted upon request; see Geotechnical Laboratory Testing and Materials Testing Services
Schedules of Fees,unit price including report and engineer's review time)
Office Support
Clerical/Word Processing $75
Drafting 80
CAD Operator/Drafting Manager 80
Overtime and special shift rates for Field Technical Services personnel are determined in accordance with Prevailing Wage law.Travel time to and
from the job site will be charged at the hourly rates for the appropriate personnel.
Expenses
1. Exploration expenses(drilling,trenching,etc.)are charged at cost pius fifteen percent.
2. Travel and subsistence expenses(transportation,room and board,etc.)for individuals on projects requiring travel and/or living 50 miles
away from the project site are charged at cost plus fifteen percent.
3. Automobile and truck expenses are charged at cost plus fifteen percent(rentals)or at a rate of fifty-five cents per mile for company-
owned vehicles traveling between principal office and project.
4. Other out-of-pocket direct project expenses(aerial photos,long-distance telephone calls,permits,bonds,outside printing services,tests,
etc.)are charged at cost plus fifteen percent.
Invoices
1. Invoices will be submitted to the Client on a monthly basis,and a final bill will be submitted upon completion of services.
2. Payment is due upon presentation of invoice and is past-due thirty days from invoice date. In the event Client fails to make any payment
to Converse when due,Converse may immediately cease work hereunder until said payment,togetherwith a service charge at the rate
of eighteen percent per annum (but not exceeding the maximum allowed by law)from the due date, has been received. Further,
Converse may at its sole option and discretion refuse to perform any furtherwork irrespective of paymentfrom Client in the event Client
fails to pay Converse for services when said payments are due.
3. Client shall pay attomeys'fees or other costs incurred in collecting any delinquent amount.
General Conditions
The terms and provisions of the Converse General Conditions are incorporated into this fee schedule as though set forth in full. If a copy of the
General Conditions does not accompany this fee schedule,Client should request a copy from this office.
Converse Consultants PW2018
CONVERSE CONSULTANTS
Schedule of Fees
Geotechnical Laboratory Testing
Compensation for laboratory testing services will be made in accordance with this fee schedule which include test report and engineering
time. Costs of tests not on this schedule will be by quote and/or in accordance with our current hourly fee schedule. The rates are based
on non-contaminated soil. A surcharge will be charged for handling contaminated material,which will be determined based on the project.
IDENTIFICATION AND INDEX PROPERTIES TESTS Single Load Swell,ASTM D4546
Visual Classification,ASTM D2488...................................15.00 ■ Ring Sample, Field Moisture......................................85.00
Engineering Classification,ASTM D2487.........................15.00 ■ Ring Sample,Air Dried..............................................85.00
Moisture Content Remolded Sample............................................................60.00
■ Moisture Content&Dry(Bulk)Density, Expansion Index Test, UBC 29-2/ASTM D4829.............130.00
ASTM D2216&D2937.............................................20.00
■ Moisture Content,ASTM D2216................................15.00 HYDRAULIC CONDUCTIVITY TESTS
Shrinkage Limit,ASTM D427............................................85.00 Constant Head,ASTM D2434.........................................250.00
Atterberg Limits,ASTM D4318 Falling Head Flexible Wall,ASTM D5084.......................300.00
■ Several points..........................................................100.00 Triaxial Permeability, EPA 9100......................................350.00
■ One point....................................................................50.00 Remolded Specimen.........................................................60.00
Particle Size Analysis,ASTM D422
■ Fine Sieve(From+#200 to#4)................................100.00 CHEMICAL TESTS
■ Coarse and Fine Sieve(From#200 to 3 in).............180.00 Corrosivity(pH,resistivity,sulfates,chlorides)...............220.00
■ Hydrometer..............................................................110.00 Organic Content,ASTM D2974........................................75.00
Percent Passing#200 Sieve,ASTM D1140......................60.00
Specific Gravity Conditions: Unit rates presented on this fee schedule are for routinely performed
■ Fine(paSsing#4 SieVe),ASTM D854.........................90.00 geotechnical laboratory tests. Numerous other earth material physical tests can be
■ Coarse(retained on#4 sieve),ASTM C127. 90.00 Perfortned in our geatechnical laboratories,including rock core,soil cement and soil
""""""' lime mlxture tests.Tests not listed can be quoted upon request.Thls fee schedule is
Sand Equivalent Test........................................................90.00 valid through December3l,zo�e.
Double Hydrometer Dispersion,ASTM D4221................150.00
Prices are based on the assumption that samples are uncontaminated and do not
COMPACTION AND BEARING STRENGTH contain heavy metals,acids, �arcinogens and/or volatile organics which can be
measured by an organic vapor analyzer or photoionization detector with a
Standard ProctorCompaction,ASTM D698 orASTM D1557-91 concentrationgreaterthan50parts-per-million(ppm).Giuotedtestingfeesarebased
■ Method A or B..........................................................190.00 on the assumption that no protective clothing will be required to handle samples. If
■ Method C(6-inch mold) 200.00 Level D protective clothing will be required during handling ofsamples(as defined in
'�����-����••••••••••••••••••••••••••••••••• the Federal CFR Part 1910.120),then a 40%increase in fees presented in this
California lmpact Method(Caltrans 216).........................200.00 schedule will be applled. Level C protective clothing will be a 60%increase in fees.
R-value,ASTM D2844.....................................................250.00 Converse will not handle samples that require either Level B or Level A protection in
California Bearing Ratio(CBR),ASTM D1883 our geotechnical laboratories. Contaminated samples will be retumed to the client.
. Uncontaminated samples will be disposed of 30 days after presentation of test
■ 1 point......................................................................150.00 results.The client must disclose the source of samples.Samples impoAed from out
■ 3 point......................................................................350.00 of state will be incinerated after testing, in accordance with requirements of the
Relative Density United States DepaRment of Agriculture. Soil samples obtained within the State of
■ 0.1 cubic foot mold............................. ....200.00 Califomia currently designated quaranfine areas will also be incinerated in
"""""""""' accordance with the requirement of the State of Califomia,Department of Food and
■ 0.5 cubic foot mold...................................................300.00 Agriculture,Division of Plant Industry,Pest Exclusion.A$5.00 incineration feewill be
added to each sample that is required to be incinerated in accordance with State and
SHEAR STRENGTH Federal law.
Torvane/Pocket Penetrometer..........................................20.00 Test results requiring plots will be presented in a publishable format generated from
Direct Shear computer programs. Otherwise,raw test numbers will be presented. A minimum
■ Quick Test..................................................................75.00 laboratoryfee of$50.00 will be charged to present and mail test results. Beyond the
■ Consolidated-Drained(granular soil) standard U.S.Mail delivery,specialized transmittal will be charged atadditional cost
ASTM D3080. 180.00 �e.g., Federal Express, UPS, etc.). Geotechnical testing does not include
•••••••••••••••••••-••••••••••••••-•-••••••---••-•••••••• engineering and/or geologic review and analysis. Typical tum-around for
■ Consolidated-Drained (fine grained soil), geotechnical laboratory testing is iwo weeks(or roughly ten working days). To
ASTM D3080................................ . .............250.00 expedite test tum-around to five working days,a 50%increase in the fees in this
. ...........
• Consolidated-Undrained(fine grained) 180.00 schedule will be applied. Many geotechnical tests require at least one week ta
������������������ pertorm in accordance with the ASTM or other standard specifications. Fees
■ Residual Strength, per Cycle.....................................60.00 presented in this schedule for relatively undisturbed direct shear,consolidation or
■ Remolded Specimens................................................60.00 expansion pressure tests are based an the assumption that 22-inch-diameter(2.416-
inch inside diameter) brass ring samples will be provided to the geotechnical
STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS laboratoryfortesting. Remolded specimens will be compacted in standard 2.5-inch
outside diameter brass rings for direct shear,consolidation and expansion pressure
(PER POINT) tests.All fees presented in this schedule are based on the assumption that the client
Unconfined Compression,ASTM 2166...........................100.00 W�II deliver samples to our laboratory at no additional wst to Converse.
Unconsolidated-Undrained,ASTM D2850....................110.00 Invoices will be issued monthly and are paya6le on receipt unless atherwise agreed
Consolidated—Undrained(per point).............................700.00 upon. Interest of 1.5%per month(but not exceeding the maximum allowed by law)
Consolidated—Drained(per point).................................700.00 �II be payable on any amount not paid within thirty days;payment thereafter to be
applied first to accrued inlerest and then to the principle unpaid amount. The Client
With Pore Pressure Measurement,per load...................150.00 shall pay any attomeys'fees or other wsts incurred in collecGng any delinquent
Remolded Specimens.......................................................60.00 amounts.
CONSOLIDATION AND SWELL COLLAPSE TESTS
8 Load Increments..........................................................200.00
Additional load increment..................................................40.00
Time-Ratio, per load increment.........................................80.00
Single Point(collapse test)................................................80.00
Converse Consultants GLT2018
CONVERSE CONSULTANTS
Schedule of Fees
Materials Testing Services
Compensation for laboratory testing services will be based on rates in accordance with this schedule which include test report and engineering
time. Costs of tests not on this schedule will be by quote and/or in accordance with our current hourlyfee schedule. Our services will be performed in
accordance with the General Conditions. This fee schedule is valid through December 31,2018.
AGGREGATES Compression Test
Moisture Content(ASTM D2216).............................................$15.00 • 2"x 4"Mortar Cylinder,each..............................................35.00
Particle Size Analysis ■ 3"x 6"Grout Prisms,each..................................................35.00
■ Coarse(ASTM C136),each.............................................100.00 • 2"Cubes(ASTM C109),each............................................35.00
■ Coarse and fine(ASTM C136 8�137),each.....................180.00 Cast by others.............................................................................35.00
• Specific Gravity&Absorption Mortar or Grout Mix Designs................................................By Quote
■ Coarse Aggregate(ASTM C127).......................................85.00
• Fine Aggregate(ASTM C128)............................................85.00 FIREPROOFING TESTS
■ Unit weight per cubic foot(ASTM C29)..............................75.00 Oven Dry Density(per sample)..................................................60.00
■ Soundness-Sodium or Magnesium(ASTM C88),each...200.00
• Potential Alkali Reactivity(ASTM D289)..........................300.00 MOISTURE EMISSION TEST
• Freeze Thaw Soundness..................................................175.00 Moisture Emission Test Kit.........................................................60.00
• Los Angeles Abrasion,per class(ASTM C131,C535)....210.00
■ Sand Equivalent(ASTM D2419)........................................90.00 ASPHALTIC CONCRETE
■ Lightweight Particles(ASTM C123),each..........................85.00 Stability,Flow,and Unit Weight,ASTM D6927.......................200.00
■ Clay Lumps and Friable Particles(ASTM C142),each...120.00 Marshall ASTM D1559,ASTM D2726.....................................200.00
■ Stripping test(ASTM D1664),each....................................85.00 Measured Maximum Specific Gravity of Mix(ASTM D2041)
■ Organic impurities(ASTM C40)..........................................75.00 (Rice Method),each..........................................................95.00
• Durability........................................................................By Quote Void Analysis of Cores or Marshall Specimens
Calculations Only(ASTM D3203)set of 2 or 3................60.00
CONCRETE TESTS Laboratory Mixing of Asphalt&Concrete,per sample..............75.00
Laboratory Trial Batch(ASTM C192)..................................By Quote Complete Asphalt Concrete Mix Design
Laboratory Mix Design,historical data................................By Quote (Hveem or Marshall)...................................................By Quote
Compression Test,6"x 12"cylinder(ASTM C39),each...........35.00 Extraction of Asphalt and Gradation(ASTM D2172,Method B)
Light Weight Concrete Or California 310,including ash correction,each..........210.00
• Compression.......................................................................35.00 Extraction of Rubberized Asphalt and Gradation,each..........250.00
� Unit Weight..........................................................................35.00 Specific Gravity(ASTM D2726 orASTM D1188)
Specimen preparation,trimming or coring,each.......................60.00 • uncoated.............................................................................95.00
Bond Strength(ASTM C321) • coated...............................................................................105.00
■ Prepared by Converse......................................................150.00 Immersion-Compression..........................................................400.00
■ Prepared by Others.............................................................80.00 Particle coating(ASTM 2489)....................................................55.00
Core Compression Test(ASTM C12),each..............................60.00 Stripping(ASTM D1664)............................................................70.00
Flexure test,6"x 6"beams(ASTM C78),each.........................110.00 Moisture or Volatile Distillates in paving mixtures,
Modulus of Elasticity-Static(ASTM C469),each...................150.00 or materials containing petroleum products or
Length Change(3 bars,5 readings each, by products......................................................................220.00
up to 26 days)(ASTM C157)............................................320.00 Retained Strength(ASTM D1074/D1075)
Splitting Tensile,6"x 12"cylinders,each...................................80.00 6 specimens................................................................By Quote
Field Concrete Control(sampling,slump,temperature, Retained Stability,Mil,Std,520A,Method 104,
cast 4 cylinders,molds,cylinder pick-up,within 6 specimens................................................................By Quote
10 mi.of office,stand-by extra) CBR,ASTM D1883,including M/D curve, 1 point...................350.00
ASTM/UBC,hourly rate schedule,or each Cylinder..........95.00 Asphalt Temperature..................................................................15.00
Field Concrete Control(same as above plus
air content test)ASTM/UBC, STRUCTURAL STEEL
each Cylinder......................................................................95.00 Tensile Test,#9 Bar or Smaller,each........................................50.00
Hold Cylinder.................................................................................7.00 Bend Test,#9 Bar or Smaller,each...........................................50.00
Cylinder Mold sent to job site but not casted by Converse or returned Tensile Test,#10 Bar or Greater,each....................................280.00
to Converse...................................................................................5.00 Tensile Test,#14 Bar,each............._.......................................310.00
Rebar coupler tensile test.........................................................100.00
MASONRY(ASTM C140,E447,UBC STANDARD 24-22) Tensile Test,Welded#9 Bar or Smaller,each........................100.00
Moisture Content,as received,each..........................................20.00 Tensile Test,Welded#10 Bar or Greater,each......................280.00
Absorption,each.........................................................................50.00 Tensile Test,Welded#14 Bar,each........................................310.00
Compression,each.....................................................................55.00 Tensile Test,Mechanically Spliced Bar,#9 Bar or Smaller,
Shrinkage(ASTM C426),each.................................................100.00 each..........................................................................................180.00
Net Area and Volume,each.......................................................25.00 Tensile Test, Mechanically Spliced Bar, #10 Bar or Greater, each
MasonryBlocks,per set of 9.....................................................450.00 ..................................................................................................350.00
Masonry Core Compression,each.............................................55.00
Masonry Core Shear,each.........................................................55.00
Masonry Core Trimming,each...................................................55.00
Compression Test,grouted prisms,
8"x 8"x 16".each.............................................................120.00
Compression Test,grouted prisms,
12"x 16"x 16",each.........................................................130.00
Converse Consultants MTS 2018 Page 1 of 2(See Reverse)
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING
Wedge Tensile Test for A490 Bolts
Under 100,000 Ibs.,each.......................................................55.00
Over 100,000 Ibs.,each.........................................................65.00
Wedge Tensile Test for A325 Bolts
Under 100,000 Ibs.,each............................................................60.00
Tensile Test—Anchor Boits,tested with displacement
transducers,each......................................................................300.00
Nut-Hardness,Proof,and Cone Proof Load Test,each..........50.00
Washer-Hardness,each...........................................................35.00
A325 or A490—Bolt hardness only,each..................................35.00
Bolt A325 or A490
Wedge Tensile Under 100,000 Ibs.,and Hardness,each....85.00
Wedge Tensile Over 100,000 Ibs,and Hardness,each.....100.00
Bolt,Nut,and Washer-All Tests per set with bolts
Under 100,000 Ibs................................................................300.00
Over 100,000 Ibs..................................................................380.00
NOTES:
(1) See Geotechnical Laboratory Testing Schedule of Fees for soil
testing.
(2) Hourly rates are available upon request.
(3) Field laboratory rates are available upon request.
(4) Listed unit rates are based upon the assumption that samples
will be delivered to our laboratory at no cost to Converse.
Canverse Consultants MTS2018 Page 2 of 2
CONVERSE CONSULTANTS
General Conditions —
accomplished in an absolute sense. It is rewgnized that a satisfactorily designed,
Rlght of Entry constructed and maintained monitoring system may assist in the eady detecGon of
environmental changes allowing for eady correction of problems. Unless it is specifically
Client warrants to Converse that ft has full legal right to authorize Converse's entry upon the real induded in the swpe of senrices lo be perfortned by Converse,Client understands that
property where Converse's services are to be performed("Site"herein)and upon all property,if Converse shall not perfortn such monitoring.
any,required for ingress and egress to ihe Site.
The services to be provided by Converse pursuant to the agreement to which these
Client authorizes Converse to enter upon the Site and such adjoining property as is necessary General CondiUons are a part shall be provided in accordance with generally accepted
to allow Converse to perform its services. professional engineering,environmental,and gealogic practice in the area where these
services are tb be rendered and at the time that services are rendered. Client
Converse will take reasonable precautions to minim¢e any damage to the Site;however,Client aclmowledges that the present standard in the engineering and environmental
acknowledges that during the normal course of the perfortnance of Converse's services,some professions does not include,and Converse does not extend to Client,a guarantee of
damage to the Site may occur. The correction of any damage to the Site (surface or perFec�on of the work contemplated hereby;turther,that even in the exercise of nortnal
subterranean)shall be the obligation of the Client. and reasonable care, errors or omissions may from time to time occur. Except as
expressly set forth in these General Condifions,no ofher wartaniy,e�ress or implied,is
Information Supplied by Client extended by Converse.
Client warrants the accuracy of any information supplied by it to Converse,acknowledges that Converse shall have no duty to supervise,coordinate or otherwise be involved in the
Converse will not verify the accuracy of such informafion,and agrees that Converse is entiUed to performance of services or work by any third party consultant, contractor or
rely upon any such information. submntractor.
Client shall immediately notify Converse in writing of any dafa,information or knowledge in the Where Converse's senrices involve field observation of grading,filling and compaction
possession of or known to Client relating to conditions existing at the Site and shall provide (or any of them),it is agreed:
Converse with the location, s¢e and depth of any and all underground tanks, piping or
structures e�tisting upon the Site. a. That Converse shall in no way be responsible for the manner in which such
work is perfortned by any third parly.
Client shall defend,indemnify and save harmless Converse,its officers,agents and employees
from and against any and all claims,costs,suits and damages,induding attomeys'fees,arising b. That in the event Converse is to provide periodic observation, Client
out of errors,omissions and inaccuracies in documents and information provided to Converse acknowledges that Converse pnnot be responsible for any work performed at
by Client. a time or times when Converse was not performing its observation services.
Converse will not provide an opinion wnceming the pedortnance of any third
Ownership of Data and Documents;Samples party,save and except to the extent that said work was in fact observed and
tested by Canverse during the course of construction.
All reporfs,boring logs,field data,field notes,laboratory test data,qlculations,estimates and
other documents prepared by Converse shall remain the sole propedy of Converse. c. That where Converse's services indude continuous observation,Client agrees
not to allow grading,filling or compaction to be performed at any time or bmes
Client shall have the right to the use of all data,recommendatlons,proposals,reports,design when Converse is not physically present upon the Site and shall restrict the
criteria and similar information provided to it by Converse ("information" herein); provided, amount and extent of such grading,filling and wmpaction to that which can be
however,that fhe infortnation shall not be used or relied upon by any party other than Client, properly observed by Converse personnel present on the Site.
save and except as may be required by the design and licensing requirements of the project for
which the information is provided;further,such use shall be limited to the parficular site and d. That in the event Converse is to conduct test borings for Client, Client
project for which the information is provided. Ta the extent Ciient utilizes Converse's acknowledges that the accuracy of said test borings relates only to fhe speafic
information by providing or maldng the same available to any third parly(a)Client agrees to give location in which the boring ilself was performed and ihat the nature of many
written nobce to any such third party that it may not utilize or rety on any aspect of Converse's sites is such that differing subsurface soil characteristics can be experienced
information and(b)Client agrees to defend,indemnify and hold Converse harmless against any within a small distance. As such,Client acknowledges ihat greater accuracy is
and all claims,demands,costs,losses,damages and expenses,including attameys fees,that obtained when the number of test borings is increased.
may be asserted against or sought from Converse by any such thircl party.
Technical Limitations
ClienYs right to the use of the infortnation is expressly condi6oned upon ClienYs prompt payment
to Converse of all sums due under the Client/Converse agreement. In the event of ClienYs Client acknowledges and agrees that:(1)it is unreasonable to expect Converse to be
nonpayment or pa�ial payment of said amounts,Client agrees that it shall not use any of the able to completely evaluate subsurface conditions,even after the most comprehensive
information for any purpose whatsoever and shall retum the same to Converse Nnthin 2 e�loratory program;(2)site condi6ons change frequently due to the passage of time,
business days upon demand. human activihes,and dimatic conditions and uncertainties are therefore inherent in the
nature of Converse's services and impossible to avoid; (3) the identfication of
Canverse will retain all samples of soil, rock or other materials obtained in the course of geotechnical and environmental conditions and the prediction of future or concealed
performing its services for a period of thidy(30)days.Thereafter,further storage or transfer of conditions is an inexact scientific endeavor,(4)the state of the art of geotechnical and
samples to Client may be made at ClienYs expense upon written request from Client to environmental practice is such that Converse cannot guarantee that its
Converse received by Converse prior to the expiration of the 30�ay period. recommendations will prove adequate on this project and the Client assumes the risk of
any such failure,except as otherwise provided in these General Conditions and that(5)
Converse shall retain permanent records relating to the Converse services for a period of froe(5) these General Conditions wntains speafic LIMITATIONS OF LIABILITY.
years following submittal of Converse's report,during which period the records will be made
available to Client upon reasonable nofice given by Client and upon payment to Converse of an Indemnity of Client and Limitation of Liability
amount suffiaent to reimburse Converse for fls necessary and reasonable expenses in making
said records available. Converse shall indemnify Client,its officers,directors,agents or employees from any
daim,demand or liability arising from personal injury or property loss or damage qused
Standard of Care and Professional ResponsibilitSr by the sole negligence or willful miscondud of Converse.
Client acknowledges that the services to be performed by Converse involve the use of tests, Anything to the conVary in the agreement to which these General Conditlons are
calculafions, analyses and procedures which are in a constant state of development, attached or in these General Conditions notuvithstanding,Converse's liability shall be
improvement and refinement and ihat, as such, improvements, changes in methods, and limited to the lesser of the fees charged to Client by Converse for the services performed
modifications of procedures have been made in the past, are now being made, and are for Client,or the sum of fifty ihousand dollars. Client may,at its option,increase the
expected to wntinue to be made in the future, maximum amount for which Converse shall be liable by payment of an additional fee.
For the maximum liability sum of one hundred thousand dollars,the additional amount to
Further,Client recognizes that,while necessary for investigations,commonly used exploration 6e paid shall he four percent of the lotal Converse fee charged hereunder,for the
methods,such as drilling borings or excavating trenches,involve an inherent risk. For example, ma�amum liability sum of one million dollars,the addi6onal amount to be paid shall be
exploration on a site containing cantaminated materials may resuft in inducing cross- five percent of the total Converse fees charged hereunder Client acknowledges and
contamination,ihe prevention of which may not be complete using presently recognized sealing agrees that its recovery,if any,shall be satisfied,in the first instance,from ihe proceeds
methods. of Converse's insurance,and to the extent of any defiaency in the available insurance
proceeds,then and only then,by Converse.
Client recogn¢es thal the state of practice,induding but not limited to the practice relating to
contamination or hazardous waste condi�ons, is changing and evolving and that standards Client acknowledges that Converse has agreed to charge Client a reduced fee for
existing at the present time may subsequently change as knowledge increases and the state of services in exchange for the above limitation of liability and fhat said reduction in fees is
lhe pracfice continues to improve. consideration for said limitation.
Client recognizes that projects containing contaminated materials may not pedorm as Client shall defend and save hartnless Converse, its officers, directors, agenls and
anticipated by Client,even though Converse's services are perfortned in accordance with the employees from all liability, daims and demands, induding expenses of suit and
level of care and skill required of it Further, certain govemmental regulations relatlng to reasonable attomeys'fees arising from personal injuries,induding disease and death,
hazardous waste sites may purpoR to require achievement of results which pnnot be properly loss or damage,injury to others(induding personnel of Client,Converse or
ComerseConsulianls GC99-1
subcontractors performing work hereunder), and air or ground pollution or environmental employees or former employees of the parties. All legal actions by either parly
impairment arising out of or in any manner connected with or related to the performance of against the other for breach of these General Conditions or for the failure to Perform
Converse's services,except where there is a judiaal determination fhat such injury,loss or in accordance with the applicable standard of care, however framed, that are
damage shall have been qused by the sole negligence or willful misconduct of Converse. essentially based upon such breach or failure shall be barred two(2)years from the
Client acknowledges that Converse has charged Client a reduced fee for services to be time claimant knew or should have known of its right to make a Gaim,but,in any
performed by it in exchange for this hold harmless and that the reduction in fees is wnsideration e,vent, not later than four (4) years from substantial completion of Converse's
for said hold harmless provision. services.
Converse will not be liable for consequenbal damages of any kind,nature or description. Jobsite Safety
Hazardous Waste, Pollution and Health Hazard Projects ("Hazardous Projects" Converse shall be responsible for its activity and that of its employees on the Site.
Herein) This shall not be construed to relieve the Client, its general contractor or any
subcontractor of their obligafion to maintain a safe jobsite.
Prior to the commencement of serviczs by Converse on any hazardous project, Client
agrees to advise Converse in writing of any known hazardous waste or materials existing on Neither the professional activities nor the presence of Converse or its employees and
or near the Site or if any of said services are to be performed in an area where dust,fumes, subcontractors shall be understood to control the operations of others,nor shall it be
gas, noise, vibrations or other particulate or nonparticulate matter is in the atmosphere construed to be an acceptance of the responsibility forjobsite safety.
where it raises a potential or possible health hazard or nuisance to anyone working within
the area. Converse will not direct,suPervise or lay out the work of the Client,contractor,or any
subcontractors. Converses services will not include a review or evaluation of the
Anything in these General Conditions notwithstanding, Client shall indemnify and hold adequacy of the contractors safety measures on or near the Site.
Converse,its officers,directors,agents,servants and employees,harmless from any claim,
demand or action brought by any party whomsoever, including employees of Converse Schedules
which claim,demand or action is based upon injury or damage caused or alleged to have
been caused by hazardaus wastes or hazardous materials whether or not such waste or Unless othervvise specified in the agreement,Converse shall be obligated to perform
materials were known to ewst prior to the commencement of services. within a reasonable period of time. Converse shall not be responsible for delays in
the completion of its services created by reason of any unforeseeable cause or
Client agrees to be responsible for the removal and disposal of any hazardous waste causes beyond the control andlor without the fault or negligence of Converse,
uncovered as a result of the site investigation, inGuding drill cuttings,unless specifically including but not restricted to acts of God or the public enemy, acts of the
included within the scope of work Govemment of the United States or of the several states,or any foreign country,or
any of them acting in their sovereign capacity:acts of other contractors with Client,
It is a�reed that the discovery of unanticipated hazardous materials constitutes a changed fire,floods,epidemics,riots,quarantine restrict�ons,strikes,civil insurrections,freight
condihon mandating an immediate renegotiation of the scope of services or tertnination of embargoes,and unusually severe weather.
services. Converse will at ali times endeavor to perfortn in a faithful and trustworthy
manner.Client understands that Client or Converse may be required by local and/or state Should completion of any portion of the services to be rendered by Converse be
and/or federal statute to report the discovery of hazardous materials to a govemment delayed beyond the estimated date of completion for any reason which is beyond the
agency. Client also understands that Converse may be required by local and/or state andlor control of or without default or negligence of Converse,then and in that event Client
federal statute to report the discovery of hazardous materials to a govemment agency,and and Converse shall mutually agree on the terms and conditions upon which the
that Converse,when practical,will do so only after notifying Client. In the event Converse services may be continued or terminated.
diswvers hazardous material that we believe poses an immediate threat to public health
and safety,Converse will use its best judgment to notify appropriate emergency personnel Involces
for immediate containment. Client agrees to take no action of any kind against Converse
when Converse makes a good-faith effort to fulfill its obligations. Converse shall submit monthly progress invoices to Client,and a final bill shall be
submitted upon completion of the services. �thin thirty(30�days after receipt of an
invoice,Client shall pay the full amount of the invoice. If Cfient objects to all or any
ClienPs Responsibllities portion of any invoice,it shall so notify Converse of the same within fifteen(15)daXs
irom the date of receipt of said invoice and shall pay that portion of the invoice not m
Client shall immediately Qrovide Converse with full information in wri6ng as to ClienPs dispute,and the par�es shall immediately make every effart to settle the disputed
requirements for the services to be provided by Converse and shall designate in writing Por�on of the invoice.
within five(5)days of the effective date of the agreement to which these General Conditions If Client fails to make payment within thirty(30)days after receipt of an invoice,then
are a part,a representative to act on ClienPs behalf in conjunction with the services to be Client shall pay an additional monthly service char�e of one and one-half percent
provided hereunder. Client shall prompfly review all documents, reports, data and ��+/2%)on all such amounts outstanding. The additional charge shall not appIy to
recommendations submitted by Converse and shall communicate with Converse conceming any disputed portion of any invoice resolved in favor of Client. In the event Client
such reviews for the purpose of avoiding delay in the performance of the services to be fails to pay any undisputed amount to Converse when due, Converse may
rendered by Converse. immediately cease work until said payment together with a service charge at the rate
Client shall noti�any third party who may perform on the Site of the standard of care being °f�'�z % per month, as specified above, from the due date has been received.
undertaken by onverse pursuant hereto and of the limitations of liabiliiy contained herein. Further, Converse may, at its sole option and discretion, refuse to perfortn any
Client shall require as a condi6on to the performance of any such third party a like indemnity ��er work irrespective of payment from Client.
and limitation of liability on their part agamst Converse. In the event that all or any portion of the 1%:%service charge provided for herein is
deemed to be an interest charge,then and in that event said interest charge shall be
Confidentiality limited to the maximum amount legally allowed by law.
Converse shall hold all information provided to it by Client and the resulis of the wark Client acknowled�es Converse's fee schedules are revised annually and agrees that
performed by it confidential and shall not disclose lhe same to any third party except where the fee schedule m effect at the time the services are performed shall apply to such
required by Govemmental regulatory agencies or as otherwise reqwred by law. services.
Disputes Insurance
Converse shall have the right to bring a legal action in a state or federal court against Client Converse represents that it now carries,and will continue to carry during the term of
for any sums due or alleged to be due to it or for services rendered. Except for this right, the conUact to which these General Conditions are a part,Workers Compensation
Converse and Client agree that as an express condition to the right of either party to bring a insurance and that, if requested, Converse shall provide to Client ce�ificates as
legal action against the other,they shall first submit any dispute to mediation by a neutral evidence of the aforemenGoned insurance.
person acceptable to both parties. Assignments
Each party shall bear its awn attomeys'fees,costs and other expenses,except that each
party shall be responsible and pay for one-half of the costs and expenses of the mediator. Client shall not assign this wnUact or any portion thereof to any other person or
In the event that legal action is required,the prevailing parly shall be enlitled to recover all of en6ty without the express written wnsent of Converse. Nothing contained in this
its wsts incurred in connection therewith including,without limitation,staff time,court costs, �ntract or any part thereof shall be construed to create a right in any third party
attomeys'fees,consultant and expert witness fees and any other related expenses.In this Whomsoever,and nothing herein shall inure to the benefit of any third party.
regard,in order to make the prevailing party whole,lhe parties acknowledge and agree that Severabili
lhe prevailing pa�y shall be entitied to recover all of its costs incurred in connection with the �
legal action and sf�all not be limited to"reasonable attomeys fees"as defined in any statute If an rovision of these General Conditions is finall determined to be wntrary to,
or rule of court. Y P Y
prohibited by,or invalid under applipble laws or regulations,such provision will be
The obligations,responsibilities,warranties and liabilifies of the parties shall be solely those renegotiated so as to give effect to the intent of the parties to the maximum possible
expressly set forth herein. Remedies and limitations of liabiliiy shall apply regardless of extent. Such determination and renegofiation shall not affect of invalidate lhe
whether an action is brought in contract,or is based on either party's negligence,or another remaining provisions or these General Conditions.
lheory of law. All of the rights,remedies,obligations,terms,conditions and limitations of Goveming Law
liability stated herein shall extend collectively to and be binding upon the parties'partners,
joint ventures,licensors,successors,assigns,msurers,and affiliates. Ciient and Converse These General Conditions shall be govemed by and construed under the laws of the
agree that any legal acfion with respect to the services to be performed under these General State of Califomia.
Condi6ons shall be brought against the parties, and not against individual officers,
Cornerse Consultar�s GC99-1
� A��-�5�-7
,
CONSULTANT SERVICES AGREEMENT
THIS CONSULTANT SERVICES AGREEMENT (the "Agreement") is made at
Orange, Califomia, on this � day of dG7�v�el� , 2017 (herein referred ta as the
"Ei�ective Date") by and between the CI1'Y OF ORANGE, a municipal corporatian ("City"),
and THE CONVERSE PROFESSIONAL GROUP, a Califomia Corporation, {"Consuitant"),
with its principa] office for the purposes of this Agreement at, 3176 Pullman Street, Suite 108,
Costa Mesa,CA 92626,who agree as follows;
' 1. Services. Subject to the terms and canditions set focth in this Agreement,
Consultant shaIl providc to the reasonable satisfaction of City the services set forth in Exhibit
"A", which is attached hereto and incorporated herein by #his reference. As a material
inducement to the City to enter into this Agreement, Consultant repcesents and warrants that it
has thoroughly investigated and considered the scope of services and fully understands the
difficulties and restricrions in performing the work. Consultant represents that it is experienced
in performing the work and will foIlow the highest professional standards in performance of the
work. All services provided shall conform to all federal, state and local laws, rules and
regulations and to the best professional standards and prac#ices. The terms and conditioas set
forth in this Agreement shall control over any terms and conditions in Exhibit "A" to the
contrary.
Donald Equitz, Senior Landscape Contractor, {herein referred to as the "City's Project
Manager"), shall be the person to whom the Consultant will repart for the performance of
services hereunder. It is understood that Consultant's performance hereunder shall be under the
directioa and supervision of the City's Project Manager (or his/her designee), that Consultant
shail coordinate its services hereunder with the City's Project Manager to the extent required by
the City's Project Manager,and that all performances required hereunder by Consultaat shall be
performed to the satisfaction of the City's Project Manager aad the Gity Manager.
2. Comnensation and Fees.
a. Consultant's total cornpensation far all services performed under this
s Agrcement, shall not cxcced TWENTY NINE THOUSAND SEVEN HUNDRED TEN
DOLLARS and 00/100($29,710.Q0}without the prior written authorization of the City.
b. The above Fee shall include all costs, including, but not limited to, all
clerical, administrative, overhead, insurance, reproduction, telephone, travel, suto rental,
subsistence and all related expenses.
3. Pavment.
a. As scheduled services are completed, Consultant shall submit to City an
invoice for thc scrviccs completed, authorized cxpcnses and authorized extra work actually
performed or incurrcd.
, -
b. All such invoices shall state the basis for the amount invoiced, including
services completed,the number of hours spent and any extra work performed.
c. Ciry will pay Consultant the amount invoiced within thirty(30)days after
t�e approval of the invoice.
d. Payment shall constitute payment in full for all services, authorized costs
and authorized extra work covered by that invoice.
4. Chanee Orders_ No payment For extra services caused hy a change in the scope
or complexity of work,or for any other reason,shall be made unIess and until such extra services
aad a price therefor have been previously autharized in wriring and approved by the City
Manager or his designee as an arnendment to this Agreement. The amendment shall set forth the
changes of work, extension of time for greparation and adjustment of the fee to be paid by City
to Consultant.
S. Licenses. Consultant represents that it and any subcoatractors it may engage,
possess any and all Gcenses which are required under state or federal law to perform the work
contemplated by this Agreement and that Consultant and its subcontractors shall rnaintain all
appropriate licenses, including a City of Orange business license, at its cost, during the
perfortnance of this Agreement.
6. Indepeodent Contractor. At all times during the term of this Agreement,
Consultant shall be an independent contractor and not an employee of City. City shall have the
right to control Consultant only insofar as the result of Consultant's services rendered pursuant to
this Agreement. City shail not have the right to control the means hy which Consultant
accomplishes services rendered pursuant to this Agreemeat. Consultant shall, at its sole cost and
expense, furnish all facilities, materials and equipment which may be required for furnishing
services pursuant to this Agreement. Consultant shall be solely responsible for, and shall
indemnify, defend and save City harmless from aII matters relating to thc payment of its
subcontractors, agents and employees, including cornpliance wikh social security, withholding
and all other wages,salaries,benefits, taxes,exactions,and regulations of any nature whatsoever.
Consultant acknowtedgcs that Consultant and any subcontractors,agents or employecs employcd
by Consultant shall not, undcr any circumstanccs, be considered cmployees of the City, and that
they shall not be entitled to any of the benefits or rights afforded employees of the City,
inciuding, but not limited to, sick leave, vacation ieave, holiday pay, Public Employees
Retirement System benePits, or health,life, dental, long-term disability or warkers'compensation
insurance benefits.
7. Consultant Not AEent. Except as City may specify in writing, Consultant shall
have no authority, express or implied, to act on hehalf of City in any capacity whatsoever as an
agent. Consultant shall have no authority, express or implieci, to bind City to any obligation
whatsoever.
8. DesiQnated Persons. Except as otherwise suthorized by the City's Project
Manager, only Dr. Hashmi Quazi, PhD, PE, GE and Dr. Siva Sivathascan, PhD, PE GE, DGE
2
QSD, F.ASCE, shatl perform wark provided for iutder this Agreement. It is understood by the
parties that clerical and other nonprofessional work may be performed by persons other than
those designated.
9. Assignment ar Subcontractina. No assignment or subcontracring by Consultant
of any part of this Agreement or of funds to be received under this Agreement shall be of any .
force or e�fect unless the assignrnent has had the prior writtea approval of City. City may
temzinate this Agreement rather than accept any proposed assignment or subcantracting. Such
assi�ment or subconiracting may be approved by the City Manager or his designee.
10. Time of Completion. ConsuItant agrees to commence the work provided for in
this Agreement within five (5} days of the Effective Date of this Agreement and to diligently
prosecute completion of the work in accordance with the time period set forth in Exhibit A snd
as project schedule is updated or revised, or as may otherwise be agreed to by and between the
City's Project Manager and the Consultant.
I1. Time Is af the Essence. Time is of the essence in this Agreement. Consultant
shall do all things necessary and incidental to the prosecuNon of Consultant's work.
12. Reserved.
13. Delays and Extensions of Time. Consultant's soie remedy for delays outside its
control, other than those delays that aze caused by the City, shall be an extension of time. No
matter what the cause of the delay, Consultant must document any dclay and request an
extension of time in writing at the time of the delay to the satisfaction of City. Any extensions
granted shall be limited to the length of the delay outside Consultant's control. If Consultant
believes that delays caused by the City will cause it to incur additional costs, it must specify, in
writing, why the delay has caused additional costs to be incurred and the exact amount of such
cost at the time the delay occurs. No additional costs can be paid that exceed the not to exceed
amount absent a written amendment to this Agreement.
14. Products of Consultant. The documents, studies, reparts, plans, anaiysis, test
results, matcrials, manuals and other praducts produccd or provided by Consultar�t for this
Agrccmcnt shall bccomc thc property of City upon rcccipt. Consultant shall dcliver a!I such
products to City prior to payment for same, City may use, reuse or otherwise utilize such
products without restricrion.
15. Epual Emnlovment Uaaortuaitv. During the perfortnance of this Agreement,
Consultant agrees as follows:
a. Consultant shall not discriminate against any employee or applicant for
employment because of race,color,religion, sex,natianal origin or mental or physical disability.
Consultant shall ensure that applicants are employed and that employees are treated during
employment, without regard to their race, color, rcligion, sex, national origin, or mental or
physical disability. Such actions shail include,but not be limited to the followiag: employment,
upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination,
3
rates of pay ar other forms of compensation and selection for training, including apprenticeship.
Consultant agrees to post in conspicuous places, available to employees and applicants for
emplayment,a notice setting forth provisions of this non-discrimination clause.
b. Consultant shall, in all solicitations and advertisements for employees
placed by,or on behalf of Consultant,state that all qualified applicants will receive coasiderativn
for employment without regard for race, calor, religion, sex, national origin, or mental or
physica!disability.
c. ConsuItant shalI cause the foregoing paragraphs (a} aad{b)to be inserted
in all subcon�acts for any work covered by this Agreement, provided that the foregoing
provisions shall not appty to subcontracts for standard commercial supplies or raw materials.
16. Confllcts of Interest. Consultant agrees that it shall not make,participate in the
making,or in any way attempt to use its position as a consultant to influence any decision of City
in which Consultant laiows or has reason to know that Consultant, its officers, par�ers, or
employees have a f�nancial interest as defined in Section 87103 of the Government Code.
17. IndemnitV.
$. To the fullest extent permitted by law, Consultant agrees to indemnify,
defend and hoId the City,its City Council and each member thereof,and the officers, employees
and representatives of the City (herein referred to collectively as the "Indemnitees") enrirely
harmless from all liability arising out of
(1) Any and all claims under worker's compensation acts and other employee
benefit acts with respect to Consultant's employees or Consultant's cantractor's
employees arising out of Consultant's work under this Agreement;and
(2} Any claim, loss, injury to or death af persons or damage to property
caused by any act, neglect, default, or omission other than a professional act or
omission of the Consultant, or person, firm or corporatian employed by the
Consultant, cithcr dircctly or by indepcndcnt contract, including all damagcs duc
to toss or thcft sustained by any person, frm or corporation including thc
Indemnitees, or any of them, arising out of, or in any way connected with the
work or services which aze the subject of this Agreemcnt, including injury or
damage either on or off City's property; but not For any loss, injury, death or
damage caused by the active negligence or willful misconduct of City. The
Consultant, at Consultant's own expense, cost and risk, shall indemnify any and
all claims, actions, suits or other proceedings that may be brought or instituted
against the Indemnitees on any such claim or liability covered by this
subparagraph,and shall pay or satisfy any judgment that may be rendered against
the Indemnitees, or any of them, in any action, suit or other proceedings as a
result of covcrage under this subparagraph.
4
b. To the fullest extent permitted by law,Consultant agrees to indemnify and
hold Indemnitees entirely harmless from all liability arising out of any cIaim, loss, injury to or
death of persons or damage to property caused by the negligent professional act or omission in
the performance of professional services pursuant to this Agreement.
c. Except for the Indemnitees, the indemnifications provided in this
Agteement shall not be construed to extend any third party indemnification rights of any kind to
any person or entity which is aot a signatory to this Agreement.
18. Insurance.
a. Consultant shail cazry workers compensation insurance as requued by law
for the protecdon of its employees during the progress of the work. Consultant understands that
it is an independent contractor and not entitled to any worker's compensation benefits under any
City program. .
b. . Consultant shall maintain during the life of this Agreement,
comprehensive general liability insurance or commercial general liability insurance written on an
occurrence basis providing for a combined single limit of$1 miliion f�r bodily injury, death and
property damage.
c. Consultant shall maintain during the life of this Agreement, automative
liability insurance an a comprchensive form written on an occurrence basis covering all owned,
non-owned and hired automobiles providing for a cambined single limit of$1 million for bodily
injury,death and groperty damage,
d. Each policy of general liability and automotive liability shall provide that
City,its officers, agents,aad employees aze declared to be additional insureds under the terms of
the policy,but only with respect to the wark performed by Consultant under this Agreement. A
poIicy endorsement to that effect shall be provided to the City along with the certificate of
insurance,wluch endorsement shall be on Insurance Services Office, Inc.Form CG 20 .10 IO O1.
[n lieu of an endorsement,the City will accept a copy of the policy(ies)which evidences that the
City is an additional insurcd as a contracting party.
c. Consultant shall maintain during the life of this Agreement professional
liability insurance covering errors and omissions arising out of the perfarmance af this
Agreement with a combined single limit of$1,004,000. Consultant agrees to keep such policy in
force and effect for at least five years from the date of completion of this Agreement.
f. The insurance Policies maintained by Consultant shall be primary
inswance and no insurance held or owned by Ciry shall be called upon to cover any loss under
the policy. Consultant will determine its own needs in procurement of insurance to cover
liabilities other than as stated above.
g. Before Consultant performs any work or prepares or delivcrs any
materials, Consultant shall furnish certificates of insurance and endorsements, as required by
5
City, evidencing the aforementianed general liability, autamotive and professional liability
insurance coverages on forms acceptable to City, which shaIl provide that the insurance in force
will not be canceled or allowed to lapse without at least ten(IO)days prior written norice to City.
h. Except for professional IiabiIity insurance coverage that may be required
by this Ageement, all insurance maintained by Consultant shall be issued by companies
admitted to conduct the pertinent line of insurance business in the State of California and having
a rating of Grade A or better and Class VII or better by the latest edition of Best's Key Rating
Guide. In tiie case of professional liability insurance coverage,such coverage shall be issued by
companies either licensed or admitted to conduct business in the State of California so long as
such insurer possesses the aforementioned Best's rating.
i. Consultant shall immediately notify the City if any required insurance
lapses or is otherwise modified and cease pesformance of this Agreement unless otherwise
directed by the City. In such a case, the City may procure insurance or self-insure the risk and
charge Consultant for such costs and any and all damages resulting there�om,by way of set-off
from any sums owed Consultant.
j. Consultant agrees that in the event of loss due to any of the perils for
which it has agreed to provide insurance, Consultant shall loak solely to its insurance far
recovery. Consultant hereby grants to the City, on behalf of any insurer providing insurance to
either the Consultant or to the City with respect to the services of Consultant herein, a waiver of
any right to subrogation which any such insurer of said Consultant may acquire against the City
by virtue of the payment of any loss under such insurance.
k. Consultant shall include all subcvntractors, if any, as insureds under its
policies or shall fumish separate certificates and endorsements for each subcontractor to the City
for review and approval. All coverages for subcontractors shall be subject to all of the
requirements stated herein.
19. Terminatioa. The City may for any reason terntinate this Agreement by giving
the Consultant not less than five (S) days written notice of intent to tertninate. Upon receipt of
such notice, the Consultant sha11 immcdiatcly cease work, unless thc noticc from thc City
provides otherwise. Upon the termination of this Agreement, the City shall pay Consultant for
services satisfactorily provided and all allowab]e reimbursements incurred to the date oE
teRnination in compliance with this Agreement,unless termination by the City shall be for cause,
in which event the City may withhold any disputed compensation. The City shall not be liable
for any claim of lost profits.
20. Msintenance and InsnecNon of Reeords. In accordance with generally
accepted accounting principles, Consultant and its subcontractors shall maintain reasonably fuIl
and complete books,documents,papers,aceounting records, and other information(collectively,
the "records") pertaining to the casts of and completi�n of services perforrned under this
Agrcement. Thc City and any af thcir authorized representatives shall havc access to and thc
right to sudit and reproducc any of Cansultant's records regarding the services provided under
this Agreement. Consultant shall maintain all such records for a period of at least three(3)yeazs
6
after termination or campletion of this Agreement. Consultant agrees to make available all such
records for inspection or audit at its offices during normal business haurs and upon three (3)
days' notice from the City,and copies thereof shall be fumished if reyuested.
21. Co_mp�ance with aA Laws/Immi�ration Laws.
a. Consultant shall be knowledgeable of and comply with all local, state and
federal laws which may apgly to the performance oF this Agreemeat.
b. Consultant represents and warrants that Consultant;
(1) Has comptied and shall at all times during the term of this Agreement
comply, in all respects, with all immigration laws, regulations, statutes, rules,
codes, and arders, including, without limitation, the Immigration Reform and
Control Act of 1986(IIZCA);and
(2) Has not and will not knowingly employ any individual to perform services
under this Agreement who is ineligible to work in the United States or under the
temis of this Agreement;and
(3) Has properly maintained, and shall at all rimes during the term of this
Agreement properly maintain, all related employment documentation records
including,without limitation,the campletion and maintenance of the Form I-9 for
esch of Contractor's employees;and
(4} Has responded, and shall at aIl times during the term of this Agreement
respond, in a timely fashion to any government inspection requests relating to
immigration law compliance and/or Form I-9 compliance and/or worksite
enforcement by the Deparhnent of Homeland Security, the Department of Labor,
or the Social Security Administration.
c. Consultant shall require all subcontractors or sub-consultants to make the
same rcpresentations and warrantics as set forth in Section b.
d. Consultant shall, upon request of the City, pravide a list of all employees
working under this Agreement and shall provide, to the reasanable satisfaction of the City,
verificatian that all such employees are eligible to work in the United States. All costs
associated with such verification shall be borne 6y the Consultant. Once such request has been
made, Consultant may not change employees working under this Agreement without written
notice to the City,accompanied by the verification required herein for such employees.
e. Consultant shall require all subcontractors or sub-consultants to make the
same verification as set forth in Section d.
f. Any Consultant, subcontractor or sub-consultant who irnowingly cmploys
an employec providing work under this Agreement who is not authorized to work in the United
7
States, and/or fails to follow federal laws to determine the status of such employee shall
constitute a material breach of this Agreement and may be cause for immediate termination of
this Agreement by the City.
g. The Consultant agrees to indemnify and hold the Ciry, its officials, and
empIoyees hazmless for, of and from any loss, including but not limited to fines, penalties and
cotrective measures, the City may sustain by reasoa of the Consultant's failure to comply with
said laws,rules and regulations in connection witb the performance of this Agreement.
Z2. Attornevs' Fees. If any action at law or in equity is necessary to enforce or
interpret the terms of this Agreement, the prevailing party shall be entitled to reasonable
attorneys'fees,costs,and necessary disbursements,in addition to any other relief to which it may
be entitled. If the City is the prevailing party and uses in-house counsel in the litigation, it shall
be entitled to recover attorsieys' fees at the hourly rate that Consultant is being charged by its
attorney or at the in-house counsel's fully bwdened rate,whichever is higher.
Z3. Governin�Law. This Agreement shall be construed in accordance with and
governed by the laws of the State of California and Consultant agrees to submit to the
jurisdiction of Califomia courts.
24. lnte rallon. This Agreement cons#itutes the entire agreement of the parties. No
other agreement, oral or written, pertaining to the work to be performed under this Agrecment
shall be of any force or effect unless it is in writing and signed by both parties. Any work
performed which is inconsistent with or in violadon of the provisians of this Agreement shall not
be compensated.
25. NoNee. Except as otherwise provided herein, all notices required under this
Agreement shall be in writing and delivered personally or by first class mail,postage prepaid, to
each party at the address listed below. Either party may change the notice address by notifying
the other party in writing. Notices may be sent by either e-mail or U.S. Mail. Notices shall be
deemed received ugan receipt of same or within 3 days of depasit in the U.S. Mail,whichever is
earlier. Notices sent by e-mail shall be deemed received on the date of the e-mail transmission.
"CONSULTANT" "CTTY"
The Converse Professional Group City oFOrange
3176 Pullman Street,Suite 108 300 E.Chapman Avenue
Costa Mesa,CA 92626 Orange,CA 92866-1591
Attn.: Hashmi Quazi,PhD,PE,GE Attn.: Bonnie Hagan
Telephone No.: 714-444-9650 Telephone No.: 714-744-7264
E-Mail: hquazi@converseconsaltants.com E-Mail:bhaQan(cr�,citvoforanee.org
8
f
IN WITNESS of this Agreement, the parties have entersd into this Agreement as of the
year and day first above written.
�°CONSULTANT" f°CITY"
THE CONVERSE PROFESSIONAL GROUP, CITY OF�RANGE,a municipal cocporation
a California corporarion
*gy; :%'��-'�-��j-- g �
Y•
Printed Name: �h l�o�•�,�►-�Q Rick Otto,City Manager
Title• G/cD
��
*gY. T v-
Printed Name: S� ��A. L . .Ci v f�t�-{��N
Title:_�k V P-
APPR AS TO FORM:
G A. She
eniar ity Atto ey .
*NOTE: The City requires the follvwing signatrtre(s)on behalf of the Consultant:
-- (1) d�e Chairman nf ihe Board, tl�e President or a �ce President,AND (2}the
Secretary, t/ie Chief Financia!O�cer, the Treasurer, an Assistant Secrelary or
an Assistant Treasurer. If only one carporate officer exlsts or one rnrporate
officer holds�i�ore than one corporate o�ce,please so indfcat� OR
— The corporate o�cer named in a corporate resolrition as uirlhorized to enter
into this AgreemenL A copy of tlre corporate resolutian, certified by the
Secretary close in time to the execudon of the Agreesrenr, »eust be provided to
the City.
9
EXffiBIT"A"
SCOPE OF SERVICES
[Heneath this sheet.]
�� Canv r
e se Consultants
1``I� Geotechnical Englnser�ng,Envlronmental 6 Groundwater Sclence,lnspeetlon 8 Testlng Sarvices
October 91, 2017
Mr. Rocky Borton
Senior Project Manager
GKKworks
2355 Main Street
Suite 220
Irvine, CA 92614
Subject: SUPPLEMENTAL PROPOSAL TO PROVIDE GEOTECHNICAL
OBSERVATION AND TESTING SERVICES FOR THE CONSTRUCTION
OF THE SHAFFER PARK REN�VATION PROJECT
1930 N. Shaffer Street, City of Orange, Orange Caunty, California
Converse Project No. 17-32-15fi-00 (30)
Dear Mr. Borton:
Converse Consultants(Converse)understands#hat due to the recentfire,the City Council
regular meeting for the month of October was cancelled. In that meeting Converse
subconsultant agreement to provide geotechnfcal and testing services forthe construction
of the Shaffer Park Renovation Project was supposed to be approved. Since the next
council meeting wi!! not be�eld ti!I November 2017 and the project will need our services
immediately this supplemental proposal will allow the City Manager to authorize for our
5@NICL'S.
SCOPE OF 1NORK� COST ESTIMATE
O�r scope of work and associated cost es�mate is ptesented in the table below.
Field Services Costs
- . - . . • . - .
Attend pre-grade meeting by the Hr. 3 $910 $330.00
desi nated ro'ect mana e�
Observation and testing during removal
and�e-compaction of unsuitable material Hr. 12D $115 $13,800.00
and fill placement during grading
15 da s 8 hr.lda
Observation and testing during trench
excavation and backiill for utility lines(10 Hr. SO $115 $9,200.00
da s 8 hr./da
Sample Pick Up Hr. 16 $70 $1,120.00
�'-�,.� �+tiY.���';� x2 '.+�-�{��'��r�`�'"H' s1�� �d�=?S.'��'��i ,��,t r's� Ny�"'"'k 7 t-s, .- ,
w y' -.n F'
'i' �_ ~ s,�*;.d« 1.� ,'a� �-€-a.s''�r'�iyf�;�-5��'�}�t•�� .�.��' Y ,�,u.�',`�����.� t r�'„z��Y �Z�4rJ�.0�
c, v., �- � �.k..r,, t�$,,,A..�,fa�c,�aktF�s,: �r�':„�.��-a Y:�.::�2;:,_."�'�t,r u., i �
:i� !.:. �'..LL�i...:. i�'."F;•.".:c a_�.ifi . L� . . i':',..-t. f,;:3�i. .,,. �c�GU[:•
_. . �-: ;.; d�' _ s . . . „��:ExNi6it:,+A„.. . e . ,,. �r-,... .. ... w�w,
:r.t, -r. j. .`lr� ��a., �-� ..�; =+'t.:"'l:i!w., .
Page 1 of25
' Supplemental Proposal to Provide Geotechnical Observadon and Tasting Services
Shaffer Park Renovation Projeck
City of Orange
Laborato Testin Costs
. -
. - . . - . . .
Modified Proctor soils and aggregate base • 6 $180 $1,080.00
Expansion lndex 4 $95 $380.00
Sieve Analysis 2 $160 $320.00
Soils CoRosivity 2 $180 $360.00
����,.w�� 4 ,x,:,�� x;��a, .... � ^� �", �ti i Yrx k"S,e$� s KM�v�v ��'1 t� aM -
� � , i��� :.1� r�,!,t� +.r���J'�,`�� '�`'"E1+`'`"��-�� a.,j+��{`,�,��..,ne z .-a�'7�t^�,��* �.�.,rs£f;� .
..t� .hw�`'Y....,,, aw.a.t���',t..:wes,u.M�r%u'vs?�1Sr,�ltr?�,rt,M �Rrx`�+".'F,rob�,�<,�.s._� �2�740.��
Office Su rt Costs
. - . . . • . - . . .
Review of submitted on-site and/or
imported materials to determine Hr 2 $110 $220.OD
suitabili as fill material
Prnject management, engineering
consultatlon and suppo�t,and analyses Hr 10 $110 $1,100.00
as necessa
Preparatian of a Rough Grading Lump � $�,g00 $1,800.00
Re ort Sum
, .. .. , s��) .
.., x' 1.�§�a�-:�n7 '�• �:.�':j�r x.�?�^a{t .j�..a�4 .� , n � 3 4..� n-��1 /�
�����M ��` �i.`� r. ' � Y 1 �'j �R v 1 '1 '�h �' ! t'.'. � � '? z;tr.,y,-7;-S`� c
'r�-:�.�?���.^+.•�,.�,flb��.��, .�apn.,. r.tGx ,� �;,ar'� �'�".�-�.:. �.t.�..yx.L't, . z:`.. - U�n,�x:4?....�� `V3�12�.V�
Cost Summa
.
Field Services Costs $24,450.U0
Laboratory Testing Costs $2,14Q.�0
Office Support Costs $3,120.00
��3 � r �M -�n t4�"�Y"'��M�r�� �u. x5,y3'�,a ���'''S��,,,�°u> t.;€���f a�je,�i.f �p,r�f - c�f
.'�� 3, w.:t���''"�,r„n�i�.'�s,��. �t si.t ,r'� �;;<�,'��`i}' ....R:F�.aV��.Y�.E�[T!F�;,�`;, iL9�7��.��
ASSEJMPTIONS
In general, our fees are based on the following conciitions and assumptions described
below.
• �ur services will be perFormed on a time-and-materials basis in accordance with
the unit ra#es indicated, and/or Schedule of Fees and General Conditions, copies
of which are aftached and form a part of this proposal.
• When full-time observation by a Converse represenkative is not required, the
testing services described above will be pe�formed on a test-results-only basis at
the request of your authorized representative� who will be responsible fo�
coordinating our services with the canstruction schedule. No comments regarding
cornpac6on procedures or observations wilf be made fo�test-results-only services.
• For on-call services, the test locations will be preparecf and ready for testing by
Converse field personnel upon their arrival at the site.
� Copyright 2017 Converse Consultants 2
Converse Praject No. 17-32-156-00
Exhibit"A"
Page 2 of 25
� Supplemental Proposal to Provide Geotechnical Observatian and Testing 5ervlces
Shaffer Park RenovaGon Project
City of�range
• Work will be conducted during an eight-hour day at the site. OvertIme will be
cnarged at 1.5 fimes the regularly hourly rate.
• AII requests for field service should be received by this office not less than one
working day(24 hours)prior to the time the services are to be perFormed.
• There will be a two-hour minimum charge in case of work cancellation after our
field personnel have been dispatched. Also,4 hour minimum for each site visit.
• The contractor and/or dient will be responsible for excavating and backfilling all
test locations.
• Our fleld representative wil! not direct, supervise vr lay out the work of the
contractor. Our services wiA not include a review af the contractor's safety
measures on or near the job site.
• If any additional inspection or laboratory testing is required� it will be perFormed in
accordance with the attached Geotechnical Laboratory Testing Schedule of Fees.
• Converse field repflrts will be provided to yaur authorized representa6ve in the field
on a daily basis as the tesfing is comp(eted. The field reports will summarize test
results and time charged per day, and document work performed.
• Meetings and consultations not described above, that are requested by the client,
are not included in the cost summary, but will be charged on a time-and-materials
basis in accordance with the attached Schedule of Fees.
• Should additional services be required other than those presented herein� we will
discuss the matter with you. If requested, we will prepare a detailed proposal and
cost estimate for such services. Additional services wiI! not be performed without
prior wrltten authorization.
• No services will be provided prior to our signature af an agreement wlth you. No
additional work required will be prdvided without written authorization and a budget
amendment from your authorized representative.
Please do not hesl#ate to contact Dr.Quazi at 909-796-Q544 if you have any questions or
wish to discuss this proposal in detail. We appreciate the opportunfty to submit this
proposal to GKKworks and the City af Orange.
CONVERSE CONSULTANTS
Hashrni Q�azi, PhD, PE� GE
Principal Enginesr/Regional Manger
Encl: Schedules of Fees and General Conditions
Dis� 1/Addressee�e-mail)
HSQ/kvg
� Copyright 20i7 Canverse Consuliants 3
Converse Project No. 17•32-156-00
Exhibit"A"
Page 3 of 25
' Supplemental Proposai to Provide Geotechnical Observation and Testing Servlces
Shaffer Park Renovation Projecl
___ City of Orange �
SUPPLEMENTAL PROPOSAL TO PROVIDE CEC}TECNNICAL OBSERVATION AND
TESTING SERVICES FOR THE CONSTRUCTION OF THE SHAFFER PARK
R�NOVATlON PRC}JECT
1930 N. Shaffer St�eet, City of Orange, Oran�e County, California
Converse Project No. 17-32-156-00 (30}
� � � � • - • s - - • �
Fimr Name: (Clien!)'
B_.-___.w...._. .._.,. �,... ....�._,,.______.�. .�...________...._ _._.,
Y� (Pnnt Name)
,._. .... ...__�_ __. �..�_,______ _----_...__. , ._�Signaturej
�____�_._.__....____.__ ._.. _ _..._..._.___..� _._�___.._.__._.�._ .____._ ..
rrtia: . .... daie•
. .. . . _...._......_._._.�__.__.._.....____.__.__...__..__..._.� _.�_.�.__._._. . .,.
Telephone No.( 1 Emar7, �� �'�.._�
._ .__.._._._._...._____- ---------_.__----.�..__
P.O.NoJBitling Instructrons2. ... --.__-- ------
1 Invoices to be sent to the Clienl,who shal!be responsihle far payment thereof,unless notified otherwise.The
Client is represented by a person with authority to financially commit to the scope oF work herein and
acknowledges that the person signing has read and undersiands the enclosed General Conditions.
2 Billing requirements, including backup documentation, should be mutually agreed upon and indicated
here. Subsequent additions or changes should likewise be mutually agreed upon and submitted in wri4ng
with appropriate authorization.
3 Converse has been informed by the Client that this is a o�evailing waae project for geotechnical
investigation services as determined by local Labar Code Sections'1770-1780.
� Copyright 2017 Converse Consullants 4
Converse Project No. 17-32-15('r60
Exhibit"A"
Page 4 of 25
en ix
Schedule of Fees and General Conditions
��
Exhibit"A" i�r�/
Page 5 of 25
- CONVERSE CONSULTANTS
Prevalling Wage Schedule of Fess
Personnel
Introductfon
It is the obJeclive ot Converse Consultants to provide iLs ciienls wilh quafity pmtessfonal end lechnical seMces end a continufng sowrs ot
protesslonel advice end opinions. Services will be pedarmed In e manner consistent wkh thet level ot care and skfll ordlrta►ily exerdsed by
members af the profession currently pra�ticing in lhe aame local(ty under eimnar condiUone.Thls fee schedula is valld through Oecember 3!,
2a17.
Hourly Charges for Personnel
SIaH asslgnments will depend on personnel availability,Job complexlry,projed stte localion and experience Isvel requfred to saUsfy the te�hnlpl
requiremenls of lhe pro)ed and lo meet the preva(Iing slandard of pmtessional care.
Fi�ld Teehnlcal5ervices(a11 Includiny vehicla and equtpmenla)
Construclion Inspector—ACUICC andlaAWSlCWI ceAffied(cancrete,post•ten�fan,masonry,structural steal,
fireprooflng,InGudes concrete batch planl and lopl steel fabdcatlon InspecNons) 5115
DSA Masonry Jnspector 115
Non-Destrucllve Testing Inspector(ultrasonic,magnelic partkfe,dye penetrant,skidmore,pull tesung,torqua tesling,
5chmidt hammer,and pachomeler) 115
5oils Technlclan(soll,bese,asphelt cancrete,end moisture emissbn testing) 115
SamplQ Pick•up 70
ProFassianel Sorvices(Con�ultatlon!or Fleld aod OHice if requeated)
SIeB Professionel 595
Senlor Slafl Protessionel 100
P�oJect Professlonal 110
ProJect Manager 110
Senior Professtanal 150
Prindpat Professianal 180
Lahoratory Testing
Laboralory 7echntcian Per Test
(Unit prices for routlne tesls quoted upon request;sea Geolechnlcal Labotatory Tesling and Matedals Testlng Services
Schedules of Fees,unit price inGuding repart and enginee�s revlew Gmej
OHice Support
CledpUWard Pracessfng �70
Dra�ing 70
CAD OperatoNOraNng Meneger 75
OverUme and spedal shtR rates for Field Technical 5ervlces personnel are determined tn eccardance wflh Prevailing Wage law.Travel Ume to
and from ihe jab site wpt be charged at Ihe hauAy rates for the epproprlate personnel.
Expenses
1, Exploretlan expenses(dri111ny,frenehing,etc.)are cherged at cost plus flfleen percent.
2. Travel and aubslatence expenses(transportadon,roorn end board,etc.)forindlvlduals an proJects requidny t�avet andlor Iiving 50 mlles
away irom the project slte ara eherged at cast plus Rfieen pereent.
3. Automobile and truck expenses are charged al cosl plus flfteen petcent(renWfs)or at a rate ot fifty-flve cents per mile lar company-
owned vehicles traveling belween principal office and project.
4. OthOr oubal-packet direct projetl expenses(aerial pholos,long-distance lelephone talis,pertnils,bonds,oulside pdnting services,
tests,etc,)are cherged at cesl plus fifteen peroent
invoices
1. Invoices will 6e submitted to the Clienl on a monthly basls,and a final blll will be su6mitted upon completian of services.
2. Payment ls due upon presantation o(invoice and ts past�due thirly days trom inw(ce dale. In fhe event Client fads to make any payment
to Converse when due,Converse may immedialely cease work heraunder unU7 said paymenl,logelharwith a service charge at Ihe rate
of eighteen petienl per ennum(hut noi exceeding the maximum ellawed by law)Gom Ihe due date,has been received.Furiher,
Converse may at its sole optlon and discretian refuse to perform any fuAher work irtaspective of paymant from Cllent In fhe event CRe�I
felis ta pay Converse tor services when seld payments ere due,
3. Clienl ehall pay altomeys'lees or othercosls Incurted in collecting any delinquent amount
Genera!Conditions
Tha tertns and pravlsions ot the Converse General CondiGons are inoorpordted(nte Ihfs fee schedule as Ihough set forth fn full. If a eopy oi the
General CoadiGons does not acwmpany lhis fee schedule.Client shauld raquest a copy(rom this oflice.
Corivorsa Consullants PW2017 Exhibit"A"
E'age 6 of 35
. CONVERSE CONSULTANTS
Schedule of Fees
Geotechnical Lab�ratory Testing
Compensation for laboratory testing services w111 be made fn accordance with this fee schedule which lnclude test report and englneering
time. Costs of tests not on this schedule will be by quale and/or in accordance with our current hourly fee schedule.The rates are based on
non-conlaminated soil. A surcharge will be charged for handling contaminafed materia�,which will be detertnfned based on the praJect.
IDENTIFICATION AND INDEX PROPERTIES TESTS Single Load Swell,ASTM D4546
Vfsual Classiflptlon,ASTM p2488.... ........................i O.Op ■ Ftin�Sample,Field Maisture......................................85.OD
. ......
Engineedng Classificatlon,ASTM D2487..........................15.00 ■ Ring Sample,Alr Dried...............................................85.00
Moisture Content Remolded Sample.............................................................80.00
• Molsture Content 8 Dry(Bulk)Density, Expanslon Index Test,UBC 29-?JASTM D4829..............130.00
ASTM D221B&D2937.............................................2d.00
• Moisture Content,ASTM 022i6.................................10.00 HYaRAUUC CONDUCTIViTY TESTS
Shrinkage Lfm(t,ASTM Q427............................................85.06 Constant Head,ASTM D2434...............,...,.....................250.00
AKerberg Limits,ASTM D4318 �all(ng Head Flexible Wali,ASTM D5084.......................300.00
■ Several points...........................................................100.00 Trisxlal Penneability,EPA 9100......,.....,.........................350.00
■ One paint. . ..........................................50.00 Remolded Specimen.........................................................80.00
........................
Particle Size Analysis,ASTM DA22
• Fine Sieve(From+#200 to#4).................................100.QQ CHEMfCAl7ESTS
� Coarse and Fine Sieve(From#200 to 3 in)..............18�.00 Corrostvity(pH,�esistivlty,sulfates,chlotides)................220.00
� Hydrometer.................................................................85.00 Organic Content,ASTM D2974..............,.......,..................75.00
Percent Pass(ng#200 SievA,ASTM D1140......................60.00
Speciflc Gravity Conditlonc Unit relet premsnled On Ihl�fee aehedule ere forroutinely petformed
• Fine(passing#4 sieve),ASTM D854.........................90.00 9eolerhnlcallehoralorytesl�. NumerouaotherearthmaledalphysicallesVicenhe
■ Coarse reiained on#4 sieve,ASTM C127...............90.00 a°�0rt^°d h aurgeoteehnleal laborataAas,Induding rockcore,sou cememend son
t � IGn�mURure tesis.Teeq not Asted ean be quoted upon reques4 Thls fee eehedute
Sand Equivalent Test........................................................90.00 te veYd through DeeemDer 31.zo��.
Double Hydromeier Disperslon,ASTM D4221........�.......150.00 p��s era beaed on Ihe assumptlon ihat samplae ate unwntemtnaled end do twt
carttaln heavy meteh,adds,cercinogens endla valatlle ory�iw whldi a+n be
COMPACTI�N AND BEARING 3TRENGTH meaeured by en oryenlc vepar enalyier a photolonl�tlon dataqur witlt a
Sfandard Proctor CompacUon,AS7M D698 or ASTM D1557-91 �ncenlraUon greater then 50 parts•pe�•mlNon(ppm). Quoled tasling feea sre
Method A or B ........17a,00 hased an the eaeumpUon Uiat no proled(ve dolhinp will be requlrad to hendle
� •.•..••..............�........................•••• samptae.If Levet D prmective dothlnp wifl be requMad during hendllao of ssmplee
• Method C(6-in�h motd)................. ........................�90.�� (as deftned in tha Federel CFR PeR 1910.120},then e 40y.Inu86se in fe�s
Califomia lmpact Method(Cattrans 216).........................200.00 P��antaA In thia ad�edute wlli be epplted.Eevel C prolaeuve do�hfng wiu be e e0X
R-VaIUB,ASTM D284a........................ .250.00 �^��e In feee.Converse will nat hendle aemplea fhal requlre ellher level B m
"""""""""""""" LovW A protecUan In our geotaehnfeat teboratede�.Co�leminatsd eemple�wlll he
Califomie 8earing Ratio{CBRj,ASTM D 1 B83 retumed fo lhe dlenl Uneonfemin�ted eamples wlll 6e dispoaed oi 30 dey��ft�r
■ 1 point......................................................................150.00 Pre�entaUoa o�test rosuns, The diard mu5!dla�Joee►ha eouree of aampi�s.
■ 3 p01nt................,. ...350.00 Samplea tmported from aut af state w10 be Inctnerated eRar tastinQ,In aecotdence
................................................. wMh requlremeet+of tha Unllad Statas Oe�rtm�t of AQrieuNure, Sop eemples
Relative�ensity abminadwithlnlheSteleofCalifomlacurten dea naiea uarantMaereaawilalso
• a.1 Cubic foot mold...................................................200.00 be Indnernted in saordence wNh the requlrement o!tha S1ate of Ca�itamEa.
• 0.5 Cub1C foot RIOtd...................................................300.00 Oepartment af Food end AgriwlWre,Dh�.ibn of Planl tndusfry,Pe�t Exelu�lnn.A
55.00 IndneraUan fee wHl be added lo e�ch eamp�e tlwt la raqulrod 10 bo Indnarated
SHEAR$TRENGTFI In eaordence witt�stete end Fedaral law.
Torvane/Pocket Penetrometer........................ ......20,00 Tast resuita requGing plob wlll be preeanted In a publlshabla formet genarated fmm
Direct Shear ������������� Wmauter pro9rams. ome�se,rew taet numben wid be preaented, A minimum
labotatoryfeaofSSO.UOvmllDeehargedlopresentandmaillestmsulV.BeyondU�e
■ Qu(ekTest..................................................................75.00 s�andarau.s.r�nandeu�rrmy�speeiaGzedlransmittelvnbbat�srpedaledditanalmsl
• Consolidated-Drained(granular soil} (e.p,. Federei enprosa, uas, em.), Ceolachn'Kal lesttnp does not i�uaa
ASTM D3080..................... .....1T5.00 @^Ah�"O �ndlor peolopie revtew and analysis. 7ypicel tum•around for
................................ geoteehnical laboratory lesting I�lvw week�(or roughly ten worklnp days), To
• Consolidated-Dreined(fine greined soil), mpadite test lum•amund to liva working daya,e 6DS4 Inuease in the fee�la fhis
ASTM D3D80..........................................................250.00 aehedule witl be epptled. Many geotechnieal IesV requlro at leaat on�Naek to
• Consolidated-Undrained(fine grained)............... 150.00 Partortn in eaordanoe Mlh Ihe ASTM or olher etandard spedfiWions, Feea
"" pre�ertad In Ihis achaduie for ralaWNy undisWrbed direet shear,oonealidatton or
• ReSidual Strength,per Cycle......................................6Q.00 arpansfcn pressure testa are based on Iha aasumption ihet 22�inch�diamelar
• Remolded Specimens................................................60.U0 (2.416-inch Insidediameter)bress ring sampla�wl�be provided lo Iha Oeotadinkal
IaboralorylorlesiMg.Remoldedepee(me�tswillbawmpadedfnetaaderd25dnch
STA71C UNIAXIAL AND TRIAXIAL STRENGTH TESTS °utsidadlameterbraasringstordiredshear,cansdldatianarnlexpanslonpressure
I�s�. All feas presenled In thi�echadule ero hased on the�uumpUon Ihat tha
(PER POINTj cltant wiU deliver narr�plas lo our la�oratory al no addiUonal cost to Canver�e,
UnconfinedCompressfon,AS7M2166..........................,100.00' InvofoeSwill6alssuedmo�lhlyondarapayrahlAanreceip�unleuolhenvi9eeg�ead
UncOnsolidated-Undrained,ASTM D2850.....................11 D.00 upon. lateres�oi�,5%per month(hui notexceeding ihe maximum allowed bylaw)
Consolidated—Undretned(per Point)..............................700.00 wdi be peya6te on any emoun!�ot peid within ihirty days;peyment thereafter l0 6e
Consolfdaled—Drdined(per point)..................................700.00 applied fustta aarued intere�t and then m iha prinepla unpaid amounL The Cliant
With Pore Pressure Measurement,per load........•....., 150.00 shatl pey any attomays'fees or afher oosts inarted in cuilectinp eny da=nquenl
••�•• amounts.
Remolded Specimens.......................................................6d.00
CONSOLIDATION AND SWELL COLLAP5E TESTS
8 Load Increments.............................................. ..........200.00
Additivnal load increment..................................................40.OQ
Tfine-Ratio,per load increment-.•.......................,..............80.00
Single Point(collapse test)................................................80.00
Exhibit`•A"
Convorse ConsultanLa GLT20t7 p�ge 7 af 25
CONVERSE CONSULTANTS
Schedule of Fees
Mate�ials Testfng Services
Compensatlon for laboratory tesUng services wili ba based on rates in accaNance with thls schedule which Include test report and engineering
Ume. Costs of tests not an Ihls schedule Hn'll be by quoie andlor In accardance wtth our current houriy fee schadule. Our services will be perfartned In
acr,ordance with the General Corrditions. This fea schedule is valid through Qecember 31,2017.
AGC3REGA7E5 12'x 18'x 16",each.......................................................130.00
Molsture Content(ASl'M 02216)............................................$10.00
Particle Size Analysls Compresslon Test
■ Coarse(ASTM C136),each. ............. ...................900.00 • 2'x 4"Mortar Cyl(nder.each..........................................--•25.00
..,... .... .
■ Coarse and fine(ASTM C736 8137),each....................1 B0.00 • 3°x 6'Grout Prisms,eaeh...,............,...,...........................25.00
- Speci�c Gravity&Absorptian ■ 2"Cubes(ASTM C709),each...........................................25.00
• Coarse A99re9ate{ASTM C127)......................................85.00 Cast by others............................................................,.....,........25.00
• Fine Aggregata(ASTM C128)...........................................85.00 Mortar or GrouR Mix Designs........................ ... .By Quote
...... .............
• Unit weight per cubic toot(ASTM C29)............................J5.00
• Soundness-Sod(um or Magnestum(ASTM C88),each...204,0U FIREPROOFING TES7S
■ PotenUal AIk21i Reaclivity(ASTM D289).........................300.00 Oven Dry Density(Per semple)................................................,60.00
• Freeze Thaw Soundness................................................175.00
• Los Mgeles Abrasion,perclass(AS7M C131,C535)...210.00 MolSTURE EMISSION TEST
• Sand Equlvelent(ASTM d2419).......................................90.00 Molsture Emisslan Test Kit.............,......,......,.........,...........,.....fi0.00
� Llghtweight PaAlcles{A5TM C123),each.........................85.00
• Clay Lumps end Friable Particlas(ASTM C142},each...120.D0 ASPHALTIC CONCRETE
■ Stripping test(ASTM 01664),each...................................85.00 Slability,Flouv,end Unit Weight,ASTM D6927..........._...........200.OQ
• Organlc impurilles(ASTM C40).......................... ......T5.00 Marshell ASTM D1559,ASTM D2726...,...,..,.............. .2D0.00
.....__. ..........
• OurebiUty......................................................................By�uote Measured Maximurn Specific Gravity of Mix(ASTM D2Q41)
(Rice Melhod),each........................................................95.00
CONCRETE TESTS Void Analysis of Cores or Marshall Speclmens
Laboratory T�tal Batch{AS7M C182)................................By Quote CatculaUons Only(ASTM D3203)set of 2 or 3...............6D.00
Laboratory Mix Design,htsioricai deta..............................By Quote Lebaretory Mixing o[Asphall&Concrete,per sample..............75.00
Comprassion Tesi,6'x 12"cyl(nder(ASTM C39),each,.........25,00 Complete Asphait Concrate Mix Design
Light Welght Concrete (Hvaem or Mershail).................................................By Quole
• Compresslon.....................................................................25.00 Extraction of Asphalt end Gradation(ASTM D2172,Method B)
■ Unil We�ght..»....................................................................25.00 Or Callfamia 310.Including ash correctlon,each..........210.00
Specimen preparation,trimming orcortng,each......................60.00 �xUacQon of Rubberized Asphall and GradaGan,each..........250.00
Bond Strength(ASTM C321} 5peciflc Gravity(ASTM D2726 or ASTM D118B)
• Prepared by Converse....................................................150.00 ■ uncoated.....,�..,..,......................_...............................,..,.. 95.00
• Prepared by Ofhers, ... . ...........................80.00 ■ coated. ....._...._.._..................................................,.....105.00
Core Compresslon Test(ASTM C42),each,............................60.00 Immersion•Compresslon...._.................,..,.....,.........................400.00
Flexure test,6'x 6'beams(ASTM C78),each..,......»...........:110,00 Par�cie coating(ASTM 2489)...................................................55.00
Modutus af Elaslicliy-Stalic(ASTM C469},each..................150.00 5Mpping(ASTM D1664)..........................................._.,.............70.00
Length Change(3 bars,5 readings each, Moisture o�Volatile Distillates In paving mixtures,
up to 26 days)(ASTM C15Z)......................_.....�......._..320.�0 or matertals contalning petraleum products ar
SpliBing Tensle,G x 12'cylinders,each..................................80.00 by producls...........................................,........................220.00
Field Concrete Control{sampling,slump,lemperalure. Retatned Strength(ASTM 010741D1075)
casl4 cyllnders,molds,cylindar piek-up,wilhfn 6 speeimens..............................................................By Quole
10 mi.of offica,sland-by extra) Retained Stability,Mil,Std,520A,Method 104,
ASTM/UBC,hourly rala schedule,or each Cylinder.........95.00 6 specimens..............................................................By Quote
Field Concrete Control(same as abave plus CBR,ASTM D1B83,including MID curve,l panl..................350.00
air content test)ASTMlUBC,houdy rale Asphait Temperatura....................:..._........................_....._........15.00
scl�edule,or each Cylfnder.........................._..._...............35.OD
Hold Cylinder..�............................................................................7.0� STRUCTURAL STEEL
Cylinder Mold sent to job slte but not casled by Converse or retumed Tensile Test,#9 Bar or SmaRer,each.......................................50.00
to Conversa.»............................••-._.............................................5.00 Bend Test�#9 Bar or Smalier,ea�h....._......................,.............50.00
Tensile Test,#10 6ar or Greater,eacri..................................280.00
MASONRY(ASTM C140,E447,UBC STANDARD 24-22) Tensile Test,#'!4 Bar,each....................................................310.00
Moisture Content,as received,each........................................20.00 Rebarcoupler lensile lesl.......................................................100.00
AbsorpUon,each.......................................................................50.00 Tensile Test,Weldad#9 Bar or Smalter,each._..._...._.._.._.....100.d0
Compression,each...................................................................55.00 Tenstle Tesl,Welded#10 Bar or Greater,each.....................280.U0
Shrinkage(ASTM C426),each...................................•...,.....,.100.00 Tenslle Test,Welded#14 Bar,each.......,...............................310.00
Net Area and Voiume,each..............................»-.-...»..._..........25.00 Tensile TesL Mechanically Spliced Bar,#9 Bar or Smaller,
fNasonry 8locks.Per set ot 8.................................... ...........450.00 each...................,..........................,.,...�..-.............................180.U0
. .. . . ..
Masonry Core Compression,each...........................................55.00 Tensile Test,Mechanically Spliced Bar,#10 Bar or Grealer, each
MasonryCore Shear,each. ..-••---......••••••................... .........55.Q0 ...........................,...........�..�.... . ..................................,.......350.00
Masonry Core Trimmtng,each...............................................55.00
Compression Test,grauted prisms,
8"x 8"x 16".each.........................................................1ZO.Q0
Compression 7est,grouled prisms,
Exhibit"A"
Convorsa Consultants 61TS 2017 Page 8 of 25 Paga 1 of 2(Sce Revnrse�
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING
Wedge Tensile 1'est for A490 Bolts
Undar 100,Q00 Ibs,each...........................................:....:.....55.00
Over 104,000 Ibs,each... . ...........................................65.00
Wedge Tensfle Test for A325 8olts
Under 100,000 Ibs,each...........................................................60.00
Tensile Test—Mchor 9olts,tested with displacemenl
transducers,each.. .. .......... . . ... ....,.300.00
...... ...... . ....................... ......
Nut-Nardness.Proof,end Cone Proof Load Test,each.........50.00
Washer-Hardness,each.........................................................35.00
A325 or A440�Solt hardness only,each.................................35.00
9olt A325 or A490
Wedge Tensile Under 106,000 Ibs,and Hardness,eaah....85.00
Wedge Tenslle Over 900,000 Ibs,and Herdness,each..,.100.00
Bol4 Nut,end Washer-All Tests per set with bolts
Under 100,000 Ibs..............................................................300.00
Over 100,000 Ibs................................................................380.OD
NOTES:
{t) See Geolechnica!Leborafory Tesfiny 5chedule of Fees for sol
tesUng.
(2) Houriy rales are ava�abla upon requast.
(3) Fleld leboratory rates are avallable upon request.
(4) Usled unit rates are based upan the assumplfon that samples
will ba defivered to our lahorstory et�Q cast lo Cvnverse.
Exhibit"A"
Converse ConsWtants MTS 2057 Page 9 of?5 Pagc 1 ot 2(Sea Reverse)
. CONVERSE CONSULTANTS
General Conditions—
sites may pwpat to require achtevement of resufts whidi cxvbl he aammpfshed In en
RlgM of Entry easaum sense. u� �eca�nked a�at a sausracm��y aes�nea, �n„seuaea end
main�inc�f monim�Ug system may auist In iha eady defacdon d envha�mental
Cieni werrants b Converse th9t H has fuB legal right to eutho�¢e Camarse's entry upon the raal dwnges eb�Nng ta eady cortecUar oi pioblenu.UNes�fl is spedEcely Induded in fhe
property whae Converse's seivic�s are b he per(atmed(Site'he+ain}and uP��P�PeAY.d scape of serviws 40 6e pe�fortned by Canverse�Cient understands tha[Camarse shall
eaY�raWtred fa lo9�ess and egress to tlie Sita. not pedam sudti mon�oiYy.
C6en1 auUwrmes Comerse fo enler upon Ihe Si�and such ed�dnhsg prt�eAy as is necessary to The se�vlcas to be provided by Canversa ant to tlte a�nf lo whicfi fhese
albw Converse to perform Its servioes. Geneiaf Cand'rtlons aia a part shall be, in a000rdanoe wBh generaN eaapled
profes�lot�el engineering,ernl and peatagic pracSce In tlie area whero these
Corsverse wil take�easonabte precautiais to miNmi�e erry damage to the Sita,hawerrer,die�+t seivices eia to he rendered end et iha time fhat servica��re rendered. C�ent
adcnowledg�that d�aing fhe nomiel�aurse of Ihe pedortnanoe af Conversss servkas,soma adNox9edpa9 that the prese� stardard in tha engineetiig end env�mmeniel
damage fn C�e S+le may ocau. The ccnection af erry damage tn fhe Sde (sulfaw or professons does not Indude,end Canverse does nol edend m CGenl,e puaranlee of
whfe�n)shal6e Ihe obGga5on af Ihe Cfient perfecBon oi Ihe wak cantemplatod heteby,furY�er,thal evan 1n the exerese ot rnrmal
and rsasonable ca�e,ertas m omtssians may Uam tlrtre ta time acar�.Facept es
Informatlan SupplfM by Clknt ee�ssly set talh in�ese General CondNons,no cU�warrdr�ly.e�ress ar Imp�ed,is
by Converse.
Cfient xrertanh the aauracy ol any htammtan wpplied by N ho Canverse,acfuiawledgea that
Convase witl nol verKy Ihe aauracy of such(n(amaiion,artid a4�s that Cmverse b entitled to Corna�e shsfl have no duty Eo ,Wor�inela or olhe�wive be InHoNed In tl�e
rely upan enysuch infarmatlan. perfonnanoe of seMcas a v�eany tlihd parry mrssuHaM, cantr�adnr or
su6tonlracmr,
Client shall immedialely nah'�r Converse in wriGng oT any data,idamation or knowtedge(n the
possession a(w biwm m CGeM reta5ng b canddons a�dstlng at tlie Slte and shaU provide Wher¢Converse's sarvices Imolve fleld obserration af gradng.�ing and compaction(or
Comerse w�7h Ihe Iocatton.stm uid depih ot any and al undergrotmd tanks,pipfng or s6uc��es atry af U�em),N b agieed:
e�asfing upon Ihe Site.
e. Thal Carvarsa shatl In no way be respaasble fa 1�e manner h whl�sudi woAc
Cfent sha�da{and�IndertxtNy and seve heimless Camrerse�ib olfi�n,agen�s end empbyeea b perfamed by eny 1hW paity.
fmm end agelnst amr and all deim+,cosh,su�i end dameges,Indud'mg stlomey9'lee�,ansirg
out oTertors,anx�oru and inaearaaes in dawnents end inioimaton piovided b Converse by b. Thal in Ihe event Conrerse � Eo provide period'�e obseivation, CGent
qienl adu�oudedges tl�al Canveise�annot be respanm'ble for any work petfamied aS a
6M or 5rttes when Converse trds not pertam4g(t�Cbservetbn seMaes.
Ownerohlp a�Rap and Doeummb;5unples Converse w�11 noi provide an opinion canwming the perfarmarce o!any fhYd
M reporb.horin4ings.fieid data,field na6es,laboralay lssi data.r,atala9ons�estimates end l�d by Canverse during Ihe coursea�lal�vrat in ied obaerved and
otl�er doaim¢nts prepaied by Caiverse shall remain Ihe sole praperty of Canversa.
c. ihal whece Carverse'a services Indude cantinuow abse�vatian,C6ent cy�
C�ent shafl have ihe right 0�the use of elt dala,teoommendations,Pmposais��apa�tr.desl9n ral to allow gradug��Iing a camped'an lo be peiloimed ele�ry Wna a times
aileria and airnlar intorma6ai pmvidad b H by Conveisa('infaimahm'herein)�Providad� when Converse h nal P��Y P���P��w Sim and shaA reslrict the
however,that iha InMmialon sha11 no!be used a re9ed upon bY8ny PeAN olher tlfan Cllent amdmt and exlent ol sud�9��9.�9 erd aompas5on tn that whidi mn be
save an�l w�oept as may be requkedby the d�ign and Bwnshg requ6emenb ot Ihep�o�d fa pro{�e�iy observed by Caiverse peimomel presad m 6ie Site.
wttldti Ifie Inionnatlon b p+ovided;iuA6er,sudi use shaN be fieWed to 9ie paAkular�sfle end
p�d far which Ihe I�ilonnaban is pmvkled. To Ihe e�tent C9ent utlFuss Converse'a intama9on d. that(n ihe evenl Convwse is b oonducl fest borings br Cient, Cfient
by- Ing a mak(ng ihe�ame ev�lable b any Ihird paAy(e)CFent agrees to q}re writlen acknawledges that the axuracy ot said tmt boringa rehms oNy bo 1hespeptc
n�erry such Ihi�d pe�ly that R may not u61'¢e a�eIy an�ry asped at Converee'9 bcati�on In whkh the baing ftself was perfomied end thet Ihe na4ia af mwiy
(NoimaUon end(b)Cient agrees 6o deiend�nQernnfty and hdd Canv�se hartnless epainsl arry sites Is wch tl�at diRedng subwdaca sail diarac�Cs c�n be axperia�rad
and alt daims,dertw�ds.�,bsses,dart�ages and expenses�h�duding eComeys(ees.that wifhin a amall dishan�e. As wch,CI'�ent edmo�Medges U�at greatet aacura�y�s
may be auarfed agatnsta sought from Converse by any wd�IhGd party. abtained when fhe number oi tesl borhgs Is inaeasad.
C6aiPs rfght ta the use of the infom�alion ls expressty cand�ionad upon CienCs promplpayrnent T�chnlcal LlmkaUona
m Converse o!a0 wms due und�t�he CienVCom�ena egreamant In tha evant o C1 qeMs
�Y�a P�PaYment at sald emamb,Crent ayrea�Ihat it shau rnt use arry ot 9�e C6e�t admow�ed�es and egiees Q,aC(t)k is imieasonahte to e�cpect Converse m be
I�cmiaHa�for�Y PuryOse wtmtsoever end ahall retum Ihe aame�Comierse w�lhin 2 Wisiness eble fa oomplelely evaluate subsuface oond�ans�even eRer Ue mast mmp�eheruiue
deys upa�dertiand, e���H P�9�m;(2�sita wndiliam fiange Gequantly due m tlia paasege ol�rtte,
hanan a�tivi6es�and drma6c corodfions and un�tias ere tl�efo�e inherent in the
Converse w�l retain eH samples ot soil,rodc or olhe�malerials abtainad in Ihe murse of re6ue af Canverse's servioes and (rnpo�ble lo awid; (3) the identificatian d
P�n9 tts services ta a pafad d 9�k1Y{30)days.ThereaRer.A,Mer sto�ge a trmsfer of 9ecl�hnical end em�ironman�l car�iGaru and the pre�c6on at futvre a conoealed
sam�les oo Cfienl ma�r be made al CAenfe expense upon wiinen requesl fmm Gront to Converse mnQiHorw b an inerad sdentific endeawr,(4)tltie slate of Ihe arl 01 geotechnfeal and
re��ved by Converse prior W Ihe r�ira6an ol Ytie 3Q�day period. en�tal prdc6oe is sudi ilwt Corrverse c�tno! gusiantee tlial its
recertvnendatans wi7 prtwe adequale m this ed and the Cden!aswmes Cie risk o(
Converse shaU retain peirn�nent recads rdating m Ihe Canversa servee�tor eperiod at Crve(5y eny such Fa7wa�exeept ee otlicnvae in U�ese General Cairdtione end fial(5}
years fd3owin�subm�tlal o(Conveese's report,dumg which periad Ihe recortSs w�be made iheseGeneralCondilionswnha'vLsspedfwLIMRATI0N50FLIABILIiY.
evai7a6b W Cl�e�tl upaf reasonabla nofic9 given by Gient aM upon payment b COnverse of an
artwunt wffidenl fo reimburse Canverse for its neoessary and�easaia6le expeiiues in maUwiy Indemnky ofCiienl�nd LEmibUon ot Lhbil'ity
said reaords a�raTaWe. '
Camersa sha9 iufemnity CGen1,its olGcers,diedas.agen�s ar employees hom any
Sqndard of Cara and Profes�lon�1 Respamlbipiy daim,demand a feb�Tity artmp from pe�sanat injury u pmpedy bas or damage caused
by 1he sde neyhgenw or w�fi,l macaiduct of Carrase.
C&ent adm�thal V1e SCrvfoeS m ba perlormed by Converse tnwlve 1he tue of 9esb,
cakulations, and procedums wheit are in a constant state oi development Mylh' fn fhe oantrary fn the egreernent io wltidt Ihese General Caid�Sans ere
impiorament and re6nemenl and tliat,es sudi� improvemenls�cha++9as in melhods,and a�a in Uiese Generai Condtims nnMi�hslard'eg.Cmvesse's fiah0ityr shafi be
modifiptions af p�ocedures hare been mada in Ihe past,are now being made,and are expected GmiteG to Ihe lesser o(ihe fees�haiged la Cientby Converse(a tha services perfortned
to tonttrwe lo be made in Ihe h�xe. for CEent,ar Ihe sum af fdly Uwusand ddlars. CGeal may,at i!s option,huease Ihe
nwxMwm amanl fa whidi Canverse shaA be 1labte by payment af an add�tianal tee.
Furtlier.CGent iecognaes fhat,wfuie neassaiy for investiy�Gens,mmrtanly used explordtion For Ih�rre�m�an iability sum ol ane h�ndred thasand ddlars,the add6orel amounl to
meltMads,wd�as dnamg bortn�s or e�¢av�tmg benches,inwtue an hU�erent tisk fa example. 6e paid sha�be Iwr percenl of fhe 6Ma1 Canverse fee oharped heRunder,br ihe
exploiation,on a sile aml�mng wntammaled matrnal� may res�61 fn indudng aoss- m�um�abTly sum of one mflRa�do9acs,9ie addi�onal art�ount fn he pald shall he fivve
oonlamnatan,Ihe prevention a!which may nat be canptete usin9 P+�W��d s�9 D�t of Ihe tahal Canversa fees dia�ed hereunder Cient and agrees
metlads. tlwt ib rempery,d any�shatl be sa6s�ied,fn Ihe first inslance,�e pioceeds of
Convarse's mswanae,and to Ihe e�cnt at any defidanry in 9�e avaBa6la nwr�nce
Gieni iecagn'v�es fhal @�e state al prac6ce,indudug 6ut not I�tiled to Ihe prar.tice relatirg ta piocaeds.C�en and ony then,by Converse.
confamination or haratdous vraste condltions.�d+anging and ewhMg end that slandards
eusl�ng ai!he present time may subsequently change as ta+owledgs k+aeases and tlie state af CGent a�viowledges Ihal Cornerse has agreed Iv chaige C5mt a reduced fee for
fhe prae6ee cantnues fo imprave. senr�es tn eut�ange tor Ihe above lanitation ol fnDidly and Ihat said reduction in fees is
oonsideration fot said liniFation.
C[eM re�agn¢es that piojeds conmining mntaminated maEedals may not pertartn es antidpated
by Crient,even fhough Converse's seivices a�e pertortned In aaordance wilh fhe level of are Gient shall daterid and save hamiess Carnerse,ns alficers,di�edas,agen!s ard
and slcal required of iL FurTher,ce�in govemmentaf regulaUot�s relaEng to hazardau ,rr�e empayees t�orn au r��ry,daims and demands� indud'ug e�enses d suit and
�xl�ibit"p„
����� Page 10of25
roasonaNa aucmeys fees erising han peisanel(njurles,Indudny disease arM dea9�,properly apppcehle smndard o(care,howevet bamed,th�t aia essentially based upon such
loss a damage,f�ury Eo olhers(�ndudwg of CGent Canveise or suboontracbrs breach a fmlura shall he bartad Iwo(2)yrears irom tlie time daimani krrew a sharW
per{aming xak hereimde�,ar�d air a poHution or env�onme�rtal Impairtnent a�j oul have k►w►+m ol ils right to make a dalm,�ut,in eny event,not�ater Nian four(4)years
of ortn any manner oonnected with a related fa Cts perforrtwnce ot Converse's servkes.excepl hom sutisfantial compfetlon cf Convase's seMces.
where lhara Ls e�ud'�dal defeimMatlon 9�at such injury�toss or damage shaA hava been aused
by�te scla ce or wlHul mscondud of Converse. C�enl admoYNedges tliat Cornerse Jobsk�Safity
has dwrged�a ieduced fea tor serviras in be perfortned�N In exchanpe Ibr ihis hold
hanNess and Ihat tl�e redudion in fees is oor�sidera6on forsaid tro1 hamdess provisim. Canverse shafl berasponsble far ip ectMty end t�al of its employoas on the Sde.'ihis
shaN noi he eans6ued m�teve B1e Cl�tll,Ib general can�ac�r or any euboaftrsdor
Collverse x�li not be iable tor oonsequenGal damages of arry Idnd.nature or desatption. atihelr obligadon to malnfain a safe jobsite.
Ha:mdou�Waate,Poiluban�nd Ha1th Hamrd ProJ�cts("Ha�rdou�ProJ�cts'H�roln) Neither the piofessional activdies nor Ihe presence o(Canverse w its emptoyees and
suboontractors sheli he underslood ta ocnbol Ihe operaHons o!athers,nor sh�l ft be
Priar In the cammencertlert W services by Convetse an any haratdouspro�c1,CGe�I agrees �W���en ecceptence a(the respons�ty for Jobsifa safely.
i�ndvise Converse in wriEit�ol any knavn hazaidous wa�te ar maleriab "exfsung on or near �varse�n71 not dUect,su ervise or la out the wak al fhe C4ent,canfraclor,or
the 5ila or itany a1 sefd servlaes aia to ba perfarmed In en area where dust,fwtre�,ga+,naise, subconfractors. Canvarse s servkes rvi�not Indude e revlew or araluaGon ot tl�ie
vibrdtions ar Other partirulate a nonpartiadale matlar Es in the atrrosphere whe�e H raises e
potenbal or poss�le h�lth ha�d or nuisan�e to anyane wvrking w�hin Iho araa, edeq�cy of the conhaclors safety measures on or near the Site.
MyMicig in fhese Ger�al Cond�ions notwifhslanding� CQent shaA Indemnity snd hoW Sch�dules
Converse,fU atEoer5,dire�0ors,agenb,servanl�end empbyeas,hermless Uom e�ry c�im, ��olhenrrise fied In fheagreemen6 Converse shas be obl alsd to
dBItlBlid D�HCIIDII bdOWJA�Ey 8ily whomsoevar,indudin9 emWcYeas ot Carverse which � �9 P�
dalm,demand a acllan Is�n inJury or damage caused a e�egad to have been +�a ieasonable peAad a!time.Converse shall rot he responsible for deleys In tltia
caused by hazaidou�wastes or harardous materfala whetl�er or not such wa+le a mateiials WrnpleUon of ils servi�e.+aaated by reason of any antaeseeaMe cause a tauses
' we�a Nnown b exlst prior Oo tlie commeneement of servkes. beyor�d the control enNor witlrout the iauli a negligenta o(Converse,Induding but rtot
�asfr(cted to eds of Gad or fhe pub6o enemy,ac�s of the Gavemmenl of fhe Unitod
CGent agiees to he respons�le fa the removai end disposal af any hazardous waste Sfalas or of ffia several states,a any foretgn counhy,or arry�fhem ecting in IheEr
uncaveted es e resull oT Ihe site tnvestigaUan,6�duding dn11 aAtings,wless spedfinGy �+'�j��Raa :ecis ol otlier oontractors wilh Client,fire,Aaods,epidemks,riob,
fnduded wiOJn ffie scope of�wdc quaranhne n�,strikes,dvd insurtecdons,fieight embaigoe�,end unusualhr
severa�walher,
H b egreed thel lhe discmtery af unat�Udpated harardous meteiieb oanstihdes e dtianged Stnuld cam etlan a[ of the seivices!o be rertdered by Conrerse be
cand'�5on rnendatlng an immediate renegotiation of Ihe scope oT services w fe�minatim af P� e"Y P�0"
se+vice�. Canverse xn7 et aG tlme�andeawr la perlarm In a taithful and 6uslxarthy rtsanner. detayed beyond Ihe estlmated dale af oort�pleUon tar arry rsasan xfitrh Is 6eyond the
Clienl widerstands tlral CRenl a Converse may be�aqulred by laral endla sla�endla tederal mnVd ol a witlrout delault or nepl(gence ot Convene,then end In that event Cilent
st�Ede to iepat t�e disoovery of hazerdous melertels b a povemmeM agen�y. Client e�w end Canverse sfiaN mutuaily agree an 1he tem�s end wnd'�tions upon wrhi�h the
understands ihet Corneise may be iaquiiad by local endfor slate andlor tederal siah�la Oo servlces may be oonNnued atem�inated.
report tlte discovery of ha�doits materials fo a yovenxnent e�n�y,end fhal Converse,when
prac6ral w�do so only aller notifyiny Cl�nl. �n the evant Canverse d�scovers hererdous �+volaa
mateiial thal ws beAeve poses an Immediate tlreal to pubGc healtl►and safery,Converse wDl
use fb bmt Judgment to notity appmpiiate emergency personnel tot Immediale oonWnmen4 Comerse shaA su6m�mar�lhly pmg�ess fnwices la Cpenl,and e flnal bill st�ll 6e
CGenl egrees to lake na adian ot eny klnd ega(nst Conversa when Converse make�e good• ����upon oompteSon of!he services. Within Ihidy(3py days atler receip10(an
fai9�eRoA to hA69 ib obGgatlons. (nvaice,CGent shaD paY the tutl emount of Iha inwioe. If CGe(it abjecb lo aN w any
�rtion af erry�nrolce,It sha0 so notify Canvene ot tlie�ame within fiAean(15)da�
��a n�e�p����aldknm�a e�mha�ke�eve�eR�«t m sa�9�d�t�e�d
Cllent'a Rnpota161Udes ��o{���° �` ry �
CI'�e�sha� immedialely pmvide Comrerse wilh fuY tntamation in vrtiting es to CGenYs ir cre�,�ra�s�makapayment wiUun fhirly(31 days alter recelpt af en Imoke,tl�en
requitements tar fhe services to 6ep�ovided by Canversa end shal designate(n wriNng w9tliir► � ,
Gve j5)deys a�Ihe eflectire dale of @�e agreemeM to xfikh tlies�General Car�tians are a C�eni shal pa an additional monthiy savice aiga of ene and ane�ha�percent(t b
part,a iepresentrdva Eo ad on p'renre behaH In so undion wilh tlie servlces fo be %j�e1l s�emounb oulslerx5ng ihe ndddianal chatga sfial not�pp�y b eny
hereundet Cqent s4eG ptampUv revlesw eU docume b,repab�data end�ecanmende�tlons d�P°�ap+u�af any invdca resafved in favor at Clfenl fn tlte evem Clk�rit ta�1s to
subrnitled by Conv�se end shalf canmunicate witl�Converse ooncerting such ieviews fa Iha ��6�said pa�ymar�il Iage�Ner�a�sem�'oadd�iarpe a�t tl�e nte of 1'�pe�r m r�th
purpose of evo�ing delay tn Ihe perfamanca ot the semces ho be tendered by Comerse. �����8,hom fhe due dab�ha9 been iecelved. Furtl�,Conv�et
CGeM shell notify any tHN party who may perfam on the Site of the sfandard ot care being PaYmant 6�orti C�azil d�sastion, rafuse t� parfortn erry fu�ther work of
undedaken 6y Converse pursuant herem end oi the rimitalians of fiahi�ty mnhaned herein.
Ctient shall�quire es a wnd�on Oo Iha performanra oi an}r such fhird party a Gke indemniy In the evenl Ihat all a any poNon ot the th 7L seivice cha��gep�ed►or I�eh Is
and Ilmitalion of I'wbilily an Ihelr parf ngalnsl Canverse. deemed W ba sn Interest then and N tl�at event said Infe�est cha�ge shaA he
limit9d W tl�B meximum emounl �aBy eNowed by law.
ConRd�ntldRyr
(�ieM ad�c�e�qes Converse's lee schedules are revised ennuaay and thel
Converse shali hold aU fntormation pmvided b il by(�enl and tha results ol fha wak the fea scheduleTn ellecl al the Ume the servioes are peiformed shatl ap�such
periomied by ft con6denHa!and sha0 nal disdose tlte same to any third parlY e:capl where services.
required by GovemmenG�l regulatcry agendes or as othetwise requued by faw,-
Olsputes Inauranee
� � Conrene represenh Ihal it nav carties,�nd m11 w�timie����ng�lertn of�
Comreise shall have Ihe n'ght lo a al adion in a stale a iederal couA gainat CGent for contrad lo whidi these General Corditlans are a
arry sums due or aAegeG fo be due to A a far services rendered. Exupi far Ihis righl, insuranee and thal,if requested, Canvmse shali provide fo p'bn!ce+A�es
Convase and Client agree IhaS es an eicpress condition lo Ihe right of edher party So bring a evidence ol fhe a(oremenfioned inwranoa.
legal actian egainst the oiher,tttey shall6rst SuErtid eiry dispute to mediatian by e ntwtral
person aaepleble lo boih parties. Asaignm��
Each paAy sha11 bear ii5 orm altomomeys'tea9,msts and afher experues,excepl Ihat each parly �nt shalt not as�gn tl�is canlract a arry pertion fhereol to any,olher persor►or entity
sha0 be responsbte and paY for one�uH ol M�e costs and e�enses at 6�e mediator. w�houl the e�qxess xrtina�ronsenl af Conversa. Noihbe cantamed'm th's contract or
In the evenl that legel adion fs required,thepreva3ing ehaG be mhtted fo recaver etl a(its a pa�t fherea�shaC be sanswed to aeate a riyht in airy Ihird paAy whomsoever,and
costs Inccxred in connacUan theremlh mdud'rng,�imffation,statt lime,wurl•casls, ��9�n shafl inu�a Ic 6ro benefil ol eny Nwd pady.
aUnmeys'fees,wnwitant ande�vn3�ess taes a�d eny oUier related expe�ues.In fhf�
�agaid,in arder tn make ihe piera�Ting party wlwfe,lhe p�lies edvio»�edge and�g�ee that Cre sev�ribilRy
prevaHag par(y shall be entitled Oo recover all o(i�casts inamed in canecUon w�i h tl�e legal H p+ovi o!tliesa Generai Canditlons ia�ali delertnined to be aontratv b,
aCkn and sAa7 not be Gmiled lo�teasanahle aUnmaya fees'es defined in any s1ahM or rule of Y
��� �ited�Sy�or invaGd under appikable laws a reguladans,sudi ptovision will be
renego63ted so es b give eRect lo A�e Intenl of Ihe parties In the maxlmum�poss'ble
The ot�ligatians,tesponsibi6dcs.wa�ranlies and RahTitfes o11ha partias shati be s�ase extent Surh delerminabon and renegotiaGan shad not aRect o( invai;date Ih9
ezpressly set fortl�herein, Re+ned'�es end Gmitatians ol�a6�Ti1y shad appty reg af R�Ining provisionsorUresa General Condi6ons.
whetl�an actlan rs hmught im m�trad,or!s based on eitl�er paAy�s neg�IgeaKe,a anofher Govemin8 Law
9�eory of law. AII o(ihenqhts.�emed�es,o6ligatians.,ta�rt�s.condtions end Gmiladons of
fiabiiry sfafed here�shatl e�Terd mltedively lo and 6e 6m�upan the pa�ties'partners,joint 7�Se Generat Conditions shall be govemed by and conshued undei the laws ef U�e
venWtes,6censors.suxessors,assigns.iuure�s.and a�itia s, Cienl and Canverse aq�ee Stale el Cal'domia.
Ihat arryI�a1 a�tion wi@�mspect ro 1he semoes to be pedormed under these General
Conditiar�s�hau be 6rought egairst the pa�ties,and not agauut a�vidual offioets,empfayees
or famer empbyees ot tl�e par6es- /N legal adions by eiher party egainst Ihe nlher fw
bread�ol fhese Generaf Condi6ons or for Ifie fa�u�a to perPornt In actadanw���["A"
�,,,�„��., Page I t of?5
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Op�,y C*b
City of �range
Community Services Depar~trnent
Request �or Proposal
Geotechnica[ Observation and Tesfiing Services
for the Construction of the
Shaffer Park Renovation Project
Sep#ember 7, 2017
ShafFer Park �
1930 N. Shaffer Street
Orange, CA 92865
Proposal Deadline is Tuesday,September 19�, 2017 at 2:00 p.m.
Exhibit"A"
Aage 12 of?5
1. Introduction:
The C'.tty of Orange Community Services Departrnent hereby requests proposa(s for the
sele�tion oF a Profession�l Geotechnical Engineering firm to provide geotechnical
observation and testing for the City's ShafFer Park Renovadon Projett. This Request for
Proposals (RFP) describes the Proposal Submission Requirements and Deadline, Prvject
Background, Project Schedule, Scope of Services, and Shaffer Park Schematic Plan.
2. ProJect Background:
ShafFer Park is a 7.32 acre acpve sports park built in 1964.The Rark features a large tot
lot built in 2000 and a large picnic shelter built in 2006. Other than these two popular
amenities, the remainder of the Park has not changed since its inception. The Park also
features a cammunity building, baseball/softba0 field with a soccer/football overlay,
small cancession building and restroom.
The planned Shaffer Park renovatlon includes the demolition of the existing community
building. A new community building will be constructed in a loca�on away from
adjacent residences and closer to the street and parking, and the parking lot will 6e
enlarged and reconfegured. An exisdng concession building used by the loca( sports
organization will be demolished, and a new ooncessian building with restrooms and
utility storage is being planned. 7he existing ba)I�eld will be realfgned and renovated to
include new lighting and irrigation; new concrete walkways and a walking path around
the perimeter of the park are also planned. The exisfing tot-lot, picnic shelter and
restroom are planned to remain. The replacement of the roof of the existing restroom
building is also included as part of the project.
3. Shaffer Park Renovation Project Schedule:
Begin Construcfian September Z017
5ubstantial Completion August 2018
Fnal Completion September zQ18
The preliminary construction schedule is inciuded as Exhibit B to the RFP.
4. Scope of Services:
The selected firm shall assume the role as Geatechnicat Engineer of ftecord in
compliance with and acceptance of the Limited Geatechnical Study Repo�t for the
5haffe� Park Renovativn dated August 26, Z016, prepared by Koury Engineering &
Testing, Inc. The selected firm shall provide all geotechnical observatlon and testing
including the following scope of services during construction of the praposed project:
� Attendance at a pre-grade meeting;
Exhibit"A"
Page 13 of 25
• Observation and testing during removal and recompaction aF uruuitable material
and fill placement during grading;
• Review of submitted on-site and/or imparted materials to determine their
suitability as fill materials.
• Observation and testing during trench excavation and backfill for utllity lines;
• Observation of building footing excavations and building slab subgrade
preparation;
• Observation and testing for fill placement at retaining walls.
• Observatian and testing of subgrades for pavement and hardscapes;
� Laboratory testing as necessary which may include maximum dry densities,
expansion index, etc.;
• Project management, engineering consultation and support, and analyses, as
necessary;
• Preparation of a rough grading report; and
• Preparation of a final grading report summarizing the work performed.
5. Shaffer Park Schematic Plan:
The scope of wark is reFlected in the Shaffer Park Renovation Project schematic
drawings. Location of the wark is:
1930 N. Shaffer Street
Orange, CA 9Z865.
The following is the link to the schematic design documents:
htt�S://pkfcworks.Sh�r�f�le.comlitie 13$aa$f4b64ba I9
The Geotechnical Investigation Report dated August 26, Z02b, is also included In the link
to the schematic design documents.
6. Proposal Requirements and Deadline:
The Consultant Proposal shall include the attached Proposal Sheet (Exhibit A), utilizing
8.5"xil"pages. Font size shali not be smaller than i2 point for text and a minimum of 8
point for graphics, lf applicable.
The Consultant shall deliver the Consuitant Proposal to the City or email the Consultant
Proposal to the City as follows:
1) Deliver to the office of the City of Orange Departrnent of Community Services,
230 E. Chapman Avenue, Orange CA 92866, to the attention of Mr. Don Equitz,
Sr. Landscape Project Coordinator.
or
2) Email to Don Equitz at deauitz�nlcitvof�orarlg�,arg
Exhibit"A"
Page 14 of 25
Proposal Deadline is Tuesday,September 19�',2017 at 2:00 p.rn.
All questions �egarding the RFP are to be submitted by email to Kim iiarvey,
Construction Manager for the Shaffer Park Renovation Project, at
kharvey�gkkworks.com by Wednesday, September 13�`at 2:00 p.m.
FEE PROPOSAL
Consuitant shall provide a Fee Proposal for the requested work including the following:
1. A tove�letter that conforms to the fof lowing:
a. Signed by a person authorized to bind the firm contractually.
b. Providgs the name, title, address, and telephone number of the
individual who is authorized to contractually bfnd the firm.
2. Geatechnica) Frm Informadon:
a. Legal name of flrm and type of organ'ization.
b. Valid Califomla geotechnica!engineers license number.
c. Frm location{s)and phone number(s}.
d. Date firm established. �
e. Number of employees.
3. Geotechnical Firm Experience;
Provide a brief desc�ip�on oF three{3) projects for which the firm has provided a
comparable or simllar service during the past five years. Indude the following:
a. Gienfi name, contact name, and phone number.
b. Project description and lacation.
c. Dates of the project(s).
d. Descripfion of services provided.
e. Total cost of services provided.
4. Exhibit A Proposal Sf�eet
5. An hourly fee schedule and the minimum hourly charges for a Feld
Technician
7. Selection Criteria and Award
The�ty reserves the right to contract with any entity responding to this RFP. The
awarding af a contract is at the sole discretion of the Gty.
Frm(s)selected will be expected ta enter into a Standard Professional Services
Agreement far geotechnical observation and testin4 services with the City within ten
(10)calendar days from award. A sample Consultant Services Agreement is provided as
Exhibit C. The City shall not be bound, or in any way ohligated, until both parties have
Exhibit"A"
Page 15 of 35
executed a contract. No party may incur any chargeable costs prfor to the execution of
the final contrad.
The successful proposal will demonstrate exper(ence in providing the consultant services
as described w�thin this RFP. The consultant wlll work effec#Ively with City staff and
complete assigned tasks within budget and within the project schedule.
The following criteria shall be used in selecting the firm ultimately chosen for this
project:
1. Frm experience and qualiftcations
2. Ability to provide General Uability Insurance and Professional Liability
Insurance(�rrors and Omissions)
3. Geotechnical service fees and hourly rates
RF�ECTION AND WANERS OF PROPOSALS
This RFP does not commit the�ty to award a cor►tract or to pay any costs incun�ed in
#he preparation of a propasal in response to this RFP.
The�ty reserves the right to revise this RFP prior to the date the proposals are due.
Revisions to the RFP wil)be sent to a1I partidpants. The City reserves the right to accept
or reject any or all proposals received,or delay or cancel, in part or in its entirety,this
RFP. A1( proposals submitted in response to this RFP become the praperty of the City
and are public record. All consultants shall be notified of any c�ncellation or revisians
prior to the submittal date. The City also reserves the right to negotiate with qualified
proposer(s)ar request additional infarmatian and/ar tlarifications regarding any
proposals received.
8. Exhibits:
- Exhibit A Proposal Sheet Shaffer Park Renavation Project
- Exhibit B Preliminary Construction Schedule
- Exhibit C Sample Professional Services Agreement
Erchibit"A"
. Page l6 of 25
Exhibit A
PROPOSAL SHEET
Shaffer Park Renovation Project
Date:
Proposal Submitted by:
Cvmpany Name:
Address:
Phone#:
Fax#:
E-mail Address:
Contact Name:
Signature of Responsible Officer or Employee Print Name
PRO]ECT
PRO]EGT NAME: Shaffer Park Renovatlon
Location Add�ess: Shaffer Park
1930 North Shaffer Street
Orange,Ca.92865
Conbct Name: Don Eaui�Sr. Landscape Prqject Caordinatar
Phone(714)532-6464 Fax(7141532-6452
E-Mail Address: deauitz@cityofora g�.ora
The stated proposal amount below constitutes the total doilar amount t� perform the wark
described in the above scope of services to indude all that is required to provide the work
product and/or ins�ll all materials required (if applies) to complete the work to a proFessiona!
warkmanship standard.
Consultant�epresents and warrants that it has thoroughly investtgated and considered the scope
of services and fully understands the difficulties and �estrictions in performing the work.
Consultant �epresents that it is experienced in performing the work and will follow proFessional
standards in performance of the work. All servfces provided shall conform to all fede.�al, state
and local laws,rules and regulations and to the best professional standards and.practices.
PROPOSAL AMOUNT: $
PROPOSER TO ATTACH HOURLY RATES SHEEf AND SPECIFY MINIMUM
HOURLY CHARGES.
Exhibit"A"
Page 17 oE25
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AGR-6527.1
FIRST AMENDMENT
TO
CONSULTANT SERVICES AGREEMENT
This First Amendment to Consultant Services Agreement (the "First Amendment") is made
and entered into as of M ar� �� , 2018, by and between the CITY OF ORANGE, a
municipal corporation (the "City"), and THE CONVERSE PROFESSIONAL GROUP, a California
corporation, (herein referred to as the "Consultant"), with its principal office for purposes of this
First Amendment at 717 South Myrtle Avenue, Monrovia, California 91016 and with reference to
the following:
A. The City and the�Consultant entered into that certain Consultant Services Agreement
(Agreement No. 6527) dated as of October 12, 2017, which is incorporated herein by this reference
(the"Original Agreement"); and
B. The City and the Consultant desire to amend the Original Agreement to motlify,
amend and supplement certain portions of the Original Agreement.
NOW,THEREFORE,the parties hereby agree as follows:
Section 1. Def ned Terms. Except as otherwise defined herein, all capitalized terms
used herein shall have the meanings set forth for such terms in the Original Agreement.
Section 2. Cross-References. The City and Consultant agree that all references in this
First Amendment are deemed and construed to refer to the Original Agreement, as implemented by
this First Amendment.
Section 3 Revised Scope of Services. The Scope of Services, Exhibit A to the Original
Agreement, is hereby amended, modified and supplemented to include the services described on
Exhibit A attached hereto and incorporated herein by this reference.
Section 4 Comaensation. The total not-to-exceed compensation (exclusive of
reimbursables) set forth in Section 2 of the Original Agreement for the services to be rendered
thereunder was the sum of TWENTY-NINE THOUSAND SEVEN HLTNDRED TEN DOLLARS
and 00/100 ($29,710.00). Section 2 of the Original Agreement is hereby amended to provide for an
increase of THIRTY THOUSAND EIGHT HIJNDRED TWENTY DOLLARS and 00/100
($30,820.00) in the total not-to-exceed compensation such that the Consultant's total compensation
under the Original Agreement, as amended by this First Amendment shall not exceed SIXTY
THOUSAND FNE HLTNDRED THIRTY DOLLARS and 00/100 ($60,530.00) without the prior
authorization of the City.
Section 5. Integration. This First Amendment, the agreements specifically referred to
herein, and all attachments hereto (if any) integrate all of the terms and conditions mentioned herein,
and supersede all negotiations with respect to the subject matter hereof. This First Amendment
amends, as set forth herein, the Original Agreement and, except as specifically amended hereby, the
Original Agreement shall remain in full force and effect. To the extent that there is any conflict or
inconsistency between the terms and provisions of this First Amendment and the terms and
provisions of the Original Agreement, the terms and provisions of this First Amendment shall
control and govern the rights and obligations of the parties.
IN WITNESS of this Agreement, the parties enter into this First Amendment on the year and
day first above written.
`�CONSULTANT" ��CITY"
THE CONVERSE PROFESSIONAL GROUP, CITY OF ORANGE, a municipal corporation
a California corporation
� �y
�BY� � v ��-�-- By: ��
Printed Name: .S ���/�I�• _S �vA �fl�-x! resa E. Smith, ayor
Title. �Y r �y �
*BY: ���e--- ���.a�'`r ATTEST:
Printed Name: � .a�r� o�+K.e.ho
Title: ��+D � I
� ;I��e e�e��
Mary Murphy, City Clerk
APPROVED AS TO FORM:
Gary A. atz, ior Assi t C Attorney
*NOTE: If CONSULTANT is a corporation,the City requires the following signature(s):
-- (1) the Chairman of the Board, the President or a Vice-President,AND (2) the Secretary,
the Chief Financial Officer, the Treasurer, an Assistant Secretary or an Assistant
Treasurer. If only one corporate officer exists or one corpnrate offtcer ha[ds more than
one corporate office,please so indicate. OR
-- The corporate officer named in a corporate resolution as authorized to enter into
this Agreement. A copy of the corporate resolution, certified by the Secretary close
in time to the execution of the Agreement, must be provided to the City.
2
EXHIBIT"A"
ADDITIONAL SCOPE OF SERVICES
[Behind this page.]
��► Converse Consultants �
1�� Geotechnical Engineering,Environmental&Groundwater Science,Inspection&Testing Services
February 8, 2018
Mr. Rocky Borton
Senior Project Manager ,
Gkkworks
2355 Main Street, Suite 220
Irvine, CA 92614
Subject: ADDITIOiVAL BUDGET REQUEST TO PROVIDE GEOTECHNICAL
OBSERVATION AND TESTING SERVICES
Shaffer Park Renovation Project ,
1930 North Shaffer Street
City of Orange, Orange County, California
Converse Project No. 17-32156-00 (30/40}
Dear Mr. Borton:
Converse Consultants (Converse) has been providing inspection and testing services for
the subject project with previously authorized budget of $29,710.00. The previously
authorized budget was given to us to start the project. Based on the review of the plans,
we estimate that we need additional budget of $30,820.00 to complete the project in
addition to previously authorized budget. .
SCOPE OF WORK 8� COST ESTIMATE
Based upon the information presented to Converse, we have prepared the following
scope of services:
Soils �
a. Review soils report, project plans and specifications.
b. Review submitted on-site and/or imported materials to determine their suitability
as fill materials.
c. Inspect bottom of excavations.
d. Perform in-place density tests according to ASTM D1556 (sand cone method).
Soil density tests may also be performed by nuclear method according to ASTM
D6938 and adjusted to ASTM D1556 provided that calibration curves are �
periodically checked.
e. Provide fill placement inspection and testing during backfill of utility trenches and
retaining walls and construction on an intermittent and continuous basis as
required to establish proper execution and conformance with the specifications.
This includes testing (e.g. field density tests) on-site soil for subgrades ta receive
fill, fill placement, roadways, parking areas, walkways and subgrade.
717 South Myrtle Avenue,Monrovia,California 91016 �
Telephone: (626)930-1200�Facsimile:(626)930-1212�www.converseconsultants.com
Exhibit"A"
Page 1 of 10
Gkkworks
Additional Budget Request to Provide
Geotechnical Observation and Testing Services
Shaffer Park Renovation Project
Converse Project No.17-32156-00(30/40)
February 8,2018
f. Review and provide laboratory testing on soii, backfill materials, aggregate base,
etc. Develop compaction curves for materials encountered. Monitor excavation
and stockpiling of suitable fill materials from mass excavation, existing aggregate
base and the crushing of existing soils for use as fills.
g. Prepare reports summarizing all observations and test results.
h. Provide soils testing including but not limited to: Maximum Dry Density, Expansion
Index, R-Value, Sand Equivalent, Sieve Analysis, and sampling.
Aggregate Base and Asphaltic Concrete
a. Review material certificates and certificates of cornpliance.
b. Review mix designs.
c. Perform laboratory tests for mix density.
d. PerForm extraction/gradation tests.
e. Perform in-place density tests by nuclear method in accordance with CTM 375 per
specifications.
f. Inspect asphalt placement.
Converse's prafessional engineering staff and management will supervise Converse
personnel and coordinate field and laboratory services, with support from our clerical
personnel, to assist in maintaining a high level of quality assurance.
Field Services Costs
. - . . • . - .
Field Technician/Inspector Hour 160 $115 $18,400.00
Sample Pick Up Hour 10 $70 $700.00
• � • ._ . . $19,100.00
Laborato Testin Costs
.-
. - . - . . . .
Hveem Density • 2 $200 $400.00
. e • �. • � e o . • . .�400.0�
� Copyright 2018 Converse Consultants 2
Converse Project No.17-32-156-00
Exhibit"A"
Page 2 of 10
Gkkworks
Additional Budget Request to Provide
Geotechnical Observation and Testing Services
Shaffer Park Renovation Project
Converse Project No.17-32156-00(30/40)
February 8,2018
Office Su 01't COStS
. - . � . . • . - . . .
Review of daily reports and submittals Hour 6 $110 $660.00
Project management, engineering
consultation and support, and analyses Hour 6 $110 $660.00
as necessa
� � � � • • • $1,320.00
Cost Summary
- .
Field Services Costs $19,100.00
Laboratory Testing Costs $400.00
Office Support Costs $1,320.00
Contingency $10,000.00
� - $30,820.00
ASSUMPTIONS
In general, our fees are based on the following conditions and assumptions described
below.
• Our services will be performed on a time-and-materials basis in accordance with
the unit rates indicated, and/or Schedule of Fees and General Conditions, copies
of which are attached and form a part of this proposal.
• When full-time observation by a Converse representative is not required, the
testing senrices described above will be performed on a test-results-only basis at
the request of your authorized representative, who will be responsible for
coordinating our services with the construction schedule. No comments regarding
compaction procedures or observations will be made for test-results-only services.
• For on-call services, the test locations will be prepared and ready for testing by
Converse field personnel upon their arrival at the site.
• Work will be conducted during an eight-hour day at the site. Overtime will be
charged at 1.5 times the regularly hourly rate.
• All requests for field service should be received by this office not less than one
working day (24 hours) prior to the time the services are to be performed.
• There will be a two-hour minimum charge in case of work cancellation after our
field personnel have been dispatched. Also, 4 hour minimum for each site visit.
• The contractor and/or client will be responsible for excavating and backfilling all
test locations.
• Our field representative will not direct, supervise or lay out the work of the
contractor. Our services will not include a review of the contractor's safety
� Copyright 2018 Converse Consultants 3
Converse Project No. 17-32-156-00
Exhibit"A"
Page 3 of 10
Gkkworks
AddiUonal Budget Request to Provide
Geotechnical Observa�on and Teating Services
Shafier Paric Renovation Project
� Converse Project No.17-32156-00{30/40)
February 6,201 S
measures on or near the job site.
� If any additional inspection or laboratory testing is required, it will be performed in
accordance with the attached Geotechnical Laboratory Testing Schedule of Fees.
� Converse field reports will be provided to yaur authorized representative in the field
on a daily basis as the testing is completed. The fieid reports will summarize test
results and time charged per day, and document wo�C performed.
� Meetings and consultations not described above, that are requested by the client,
are not included in the cost summary, but will be charged on a time-and-materials
basis in accordance with the attached Schedule of Fees.
� Should additional services be required other than those presented herein, we will
discuss the matter with you. If requested,we will prepare a detailed proposal and
cost estimate for sucfi services. Additional services will not be performed without
prior written authorization. '
• No services will be provided prior to our signature of an agreement with you. No
additional wo�lc required will be prorrided without written authorization and a budget
amendment from your authorized representative.
Please do not hesltate to contact us at(626)930-1275,if you have any questions or wish
to discuss this proposal in detail. We appreciate the opportunity to submit this proposal
to Gkkworks and the City of Orange.
CONVERSE CONSULTANTS
��� /
�r /' J j�/�,- L,;'�/x,� c'�tn,•�—
Siva Sivathasan, PhD, PE, GE
Principal Engineer
Encl: Schedules of Fees and General Conditions
Dist: 1/Addressee(e-mail)
SKS/JL �
� Copyright 2018 Converse Consultants 4
Con�erse Project No.17-32-156-00
Exhibit"A"
Page 4 of 10
Gkkworks
Additional Budget Request to Provide
Geotechnical Observation and Testing Services
Shaffer Park Renovation Project
Converse Project No.17-32156-00(30/40)
February 8,2018
ADDITIONAL BUDGET REQUEST TO PROVIDE
GEOTECHNICAL OBSERVATION AND TESTING SERVICES
1930 N. Shaffer Street, City of Orange, Orange County, California
Converse Project No. 17-32-156-00 (30/40) '
� . � . . � . • ' � • • -•• �
Firm Name: (Client)'
8Y� (Print IVame)
(Signature)
Tit/e: Date:
Telephone No.( ) EmaiL•
P.O.No.Billing Instructrons2:
1 Invoices to be sent to the Client,who shall be responsible for payment thereof,unless notified otherwise.The
Client is represented by a person with authority to financially commit to the scope of work herein and
acknowledges that the person signing has read and understands the enclosed General Conditions.
2 Billing requirements, including backup documentation, should be mutually agreed upon and indicated
here. Subsequent additions or changes should likewise be mutually agreed upon and submitted in writing
with appropriate authorization.
3 Converse has been informed by the Client that this is a qrevailinq waqe project for geotechnical
investigation services as determined by local Labor Code Sections 1770-1780.
� Copyright 2018 Converse Consultants 5
Converse Project No.17-32-156-00
Exhibit"A"
Page 5 of 10
CONVERSE CONSULTANTS
Prevailing Wage Schedule of Fees
Personnel
Introduction
It is the objective of Converse Consultants to provide its clients with quality professional and technical services and a continuing source of
professionai advice and opinions. Services will 6e performed in a manner consistent with that level of care and skill ordinarily exercised by
members of the profession currently practicing in the same locality under similar conditions.This fee schedule is valid through December 31,2017.
Hourly Charges for Personnel
Staff assignments will depend on personnel availability,job complexity,project site location and experience level required to satisfythe technical
requirements of the project and to meet the prevailing standard of professional care.
Field Technical Services(all including vehicle and equipments)
Construction Inspector—ACl/ICC and/orAWS/CWI certified(co�crete,post-tension,masonry,structural steel,
fireproofing,inciudes concrete batch plant and local steel fabrication inspections) $115
DSA Masonry Inspector 115
Non-Destructive Testing inspector(ultrasonic,magnetic particle,dye pe�etrant,skidmore,puil testing,torque testing,
Schmidt hammer,and pachometer) 120
Soils Technician(soil,base,asphalt concrete,and moisture emission testing) 115
Sample Pick-up 70
Professional Services(Consultation for Field and Office if requested}
Staff Professional $�pp
Senior Staff Professional 110
Project Professional 130
Project Manager 150
Senior Professional 150 ,
Principal Professional 185
Laboratory Testi ng
Laboratory Technician Per Test
(Unit prices for routine tests quoted upon request; see Geotechnical Laboratory Testing and Materials Testing 5ervices
Schedules of Fees,unit price including report and engineer's review time)
Offlce Support
Clerical/Word Processing $75
Drafting gp
CAD OperatorlDrafting Manager 80
Overtime and special shift rates for Field Technical Services personnel are determined in accordance with Prevailing Wage law.Travel time to and
from the job site will be charged at the hourly rates for the appropriate personnel.
Expenses
1. Expioration expenses(driliing,trenching,etc.)are charged at cost plus fifteen percent.
2. Travel and subsistence expenses(transportation,room and board,etc.)for individuals on projects requiring travel andlor living 50 miles
away from the project site are charged at cost plus fifteen percent.
3. Automobile and truck expenses are charged at cost plus fifteen percent(rentals)or at a rate of fifty-five cents per mife for company-
owned vehicles traveling beiween principal office and project.
4. Other out-of-pocket direct project expenses(aerial photos,long-distance telephone calls,permits,bonds,outside printing services,tests,
etc.)are charged at cost plus tifteen percent.
Invoices
1. Invoices will be submitted to the Client o�a monthly basis,and a final bill will be submitted upon completion of services.
2. Payment is due upon presentation of invoice and is past-due thirty days from invoice date. In the event Client fails to make anypayment
to Converse when due,Converse may immediately cease work hereunder until said payment,together with a service charge at the rate
of eighteen percent per annum (but not exceeding the maximum ailowed by law)from the due date,has been received.Further,
Converse may at its sole option and discretion refuse to perform anyfurther work irrespeotive of paymentfrom Client in the event Client
fails to pay Converse for services when said payments are due.
3. Client shali pay attorneys'fees or other costs incurred in collecting any delinquent amount.
General Conditions
The terms and provisions of the Converse General Conditions are incorporated into this fee schedule as though set forth in full. If a copy of the
General Conditions does not accompany this fee schedule,Client should request a copy from this office.
Converse Consultants PW2017 •
Exhibit"A"
Page 6 of 30
� CONVERSE CONSULTANTS
Schedule of Fees
Materials Testing Services
Compensation for laboratory testing services will be based on rates in accordance with this schedule whiCh include test report and engineering
time. Costs of tests not on this schedule will be by quote and/or in accordance with ourcurrent hourly fee schedule. Our services will be performed in
accordance with the General Conditions. This fee schedule is valid through December 31,2017.
AGGREGATES • 2"x 4"Mortar Cylinder,each..............................................25.00 ,
Moisture Content(ASTM D2216).............................................$10.00 ■ 3"x 6"Grout Prisms,each..................................................25.00
Particle Size Analysis • 2"Cubes(ASTM C109),each............................................25.00
• Coarse(ASTM C136},each.............................................100.00 Cast by others.............................................................................25.OD
■ Coarse and fine(ASTM C136�137),each.....................180.00 Mortar or Grout Mix Designs................................................By Quote
■ Specific Gravity&Absorption
■ Coarse Aggregate(ASTM C127).......................................85.00 FIREPROOFING TESTS
• Fine Aggregate(ASTM C128)............................................85.00 Oven Dry Density(per sample).......,........................,.................60.00
� Unit weight per cubic foot(ASTM C29)..............................75.00
■ Soundness-Sodium or Magnesium(ASTM C88),each....200.00 MOISTURE EMISS�ON TEST
• Potential Alkali Reactivity(ASTM D289)..........................300.00 Moisture Emission Test Kit.........................................................60.00
• Freeze Thaw Soundness..................................................175.00
• Los Angeles Abrasion,per class(ASTM C131,C535)....210.00 ASPHALTIC CONCRETE
■ Sand Equivalent(ASTM D2419)........................................90.00 Stability,Flow,and Unit Weight,ASTM D6927.......................200.00
• Lightweight Particles(ASTM C123},each..........................85.00 Marshall ASTM D1559,ASTM D2726.....................................200.00
• Clay Lumps and Friable Particles(ASTM C142),each...120.00 Measured Maximum Specific Gravity of Mix(ASTM D2041)
• Stripping test(ASTM D1664),each....................................85.00 (Rice Method),each..,....................................,..................95.00
• Organic impurities(ASTM C40)..........................................75.00 Void Analysis of Cares or Marshall Specimens
• Durability........................................................................By Quote Calculations Only(ASTM D3203)set of 2 or 3................60.00
Laboratory Mixing of Asphalt&Concrete,per sample..............75.00
CONCRETE TESTS Complete Aspha(t Concrete Mix Design
Laboratory Trial Batch(ASTM C192)..................................By Quote (Hveem or Marshall)...................................,,..............By Quote
Laboratory Mix Design,historical data................................By Quote Extraction of Asphalt and Gradation(ASTM D2172,Method B)
Compression Test,6"x 12"cylirtder(ASTM C39),each...........25.00 Or California 310,including ash carrection,each..........210.Q0
Light Weight Concrete Extraction of Rubberized Asphalt and Gredation,each..........250.00
• Compression.......................................................................25.00 Specific Gravity(ASTM D2726 orASTM D1188)
■ Unit Weight..........................................................................25.00 • uncoated.............................................................................95.00
Specimen preparation,trimming or coring,each.......................60.00 • coated...............................................................................105.00
Bond Strength(ASTM C321) Immersion-Compression..........................................................400.00
■ Prepared by Converse......................................................150.00 Particle coating(ASTM 2489)....................................................55.00
• Prepared by Others.............................................................80.00 Stripping(ASTM D1664)............................................................70.00
Core Compression Test(ASTM C12),each..............................60.00 Moisture or Volatile Distillates in paving mixtures,
Flexure test,6"x 6"beams(ASTM C78),each.........................110.00 or materials containing petroleum products or
Modulus of Elasticity-Static(ASTM C469),each...................150.00 by products................................,..........,..........................220.00
Length Change(3 bars,5 readings each, Retained Strength(ASTM D1074/D1075)
up to 26 days)(ASTM C157)............................................320.00 6 specimens................................................................By Quote
Splitting Tensile,6"x 12"cylinders,each...................................80.00 Retained Stability,Mil,Std,520A,Method 104,
Field Concrete Control(sampling,slump,temperature, 6 specimens................................................................By Quote
cast 4 cylinders,molds,cylinder pick-up,within CBR.ASTM D1883,including M!D curve,1 point...................350.00
10 mi.of office,stand-by extra) Asphalt Temperature..................................................................15.00
ASTM/UBC,hourly rate schedule,or each Cylinder..........95.00
Field Concrete Control(same as above plus STRUCTURAL STEEL
air content test)ASTMlUBC,hourly rate Tensile Test,#9 Bar or Smaller,each........................................50.00
schedule,or each Cylinder.................................................95.00 Bend Test,#9 Bar or Smaller,each...........................................50.00
Hold Cylinder.................................................................................7.00 Tensile Test,#10 Bar or Greater.each....................................280.00
Cylinder Mold sent to job site but not casted by Converse or returned Tensile Test,#14 Bar,each.....................................................310.00
to Converse...................................................................................5.00 Rebar coupler tensile test.....................................................,...100.00
Tensile Test,Welded#9 Bar or Smaller,each........................100.00
MASONRY(ASTM C140,E447,UBC STANDARD 24-22) Tensile Test,Welded#10 Bar or Greater,each......................280.00
Moisture Content,as received,each..........................................20.00 Tensiie Test,Welded#14 Bar,each........................................310.00
Absorption,each.........................................................................50.00 Tensile Test,Mechanically Spliced Bar,#9 Baror Smaller,
Compression,each.....................................................................55.00 each..........................................................................................180.00
Shrinkage(ASTM C426),each.................................................100.00 Tensile Test, Mechanicaliy Spliced Bar, #10 Bar or Greater, each
NetArea and Volume,each.......................................................25.00 ..................................................................................................350.00
Masonry Blocks,per set of 9.....................................................45o.00
Masonry Core Compression,each.............................................55.00
Masonry Core Shear,each.........................................................55.00
Masonry Core Trimming,eacfi...................................................55.00
Compression Test,grouted prisms,
8"x 8"x 16",each.............................................................120.00
Compression Test,grouted prisms,
12"x 16"x 16",each.........................................................130.00
Compression Test
Converse Consultants MTS 2017 Exhil7lt��A'� Page 1 of 2(See Reverse)
Page 7 of 10
HIGH STRENGTH BOLT,NUT,AND WASHER TESTING
Wedge Tensile Test for A490 Bolts
Under 100,000 Ibs,each........................................................55.00
Over 100,000 Ibs,each..........................................................65.00
W edge Tensile Test for A325 Bolts
Under 100,000 Ibs�each.............................................................6o.00
Tensile Test—Anchor Bolts,tested with displacement
transducers,each......................................................................300.0� '
Nut-Hardness,Proof,and Cone Proof Load Test,each..........50.00
Washer-Hardness,each...........................................................35.00
A325 or A490—Bolt hardness only,each..................................35.00
Bolt A325 or A490
Wedge Tensile Under 100,000 Ibs,and Hardness,each.....85.00
Wedge Tensile Over 100,000 Ibs,and Hardness,each.....100.00
Bolt,Nut,and Washer-All Tests per set with bolts
Under 100,Oa0 Ibs................................................................300.00
Over 100�000 Ibs..................................................................380.00
NOTES:
(1) See Geotechnica(Laboratory Testing Schedule of Fees for soil
testing.
(2) Hourly rates are available upon request.
(3) Field laboratory rates are available upon request.
(4) Listed unit rates are based upon the assumption that samples
will be delivered to our laboratory at no cost to Converse.
Converse Consultants MTS2017 EXhlblt"A`� Page 2 of 2
Page 8 of 10
CONVERSE CONSULTANTS
General Conditions -
accomplished in an absolute sense. It is recogn¢ed that a satisfa�tarity designed,
Right of Entry constructed and mainhained monitoring system may assist in the early detec0ion of
environmenhal changes allowing for eary cartecton of problems. Unless it is speaficalty
Client warrants ro Converse that it has fulf legal right to authorize Converse's entry upon the real induded in the scope of services to be peAartned by Converse,Client understands that
properry where Converse's senrices are to be perfortned("Site°herein)and upon ali property,'rf Converse shall nat perTortn such monitoring.
any,required for ingress and egress ta the Site.
� The sen�ices to be provided by Converse pursuant to the agreement to which Ihese
CI'�ent authorizes Converse to enter upon the Site and such adjoining property as is necessary General Conditions are a part shall be provided in aocordance with general(y accepted
to allow Converse to perform its services, protessional engineering,environmental,and geologic pracfice in the area where these
semces are to be rendered and at the time that services are rendered. Client
Conveise will take reasonable precautions to minimize any damage to the Site;however,Client adcnowledges that the present shandard in the engineering and environmenTal
aeknowledges that during the nortnal ceurse of the perfartnance of Converse's services,some professions does not include,and Cornerse does not extend to Client,a guarantee of
damage ta fhe Site may occur. The correc5on of any damage to the Site (surface or perfection of the work contemplated hereby;furfher,that even in the exerase of nortnal
subterranean)shall be ihe obligation af the Client. and reasonable rare,errors or omissions may from time to fime oaur.Except as
expressly set forih in ihese General Conditlons,no other warranty,e�ress or implied,is
Intortnation Supplied by Client extended by Converse.
Client warranLs fhe aauracy of any informa6on supplied by it to Converse,adcnowledges lhat Converse shall have no duty ta supervise,coordinate or otherxise be invoMed in ihe
Converse wili natverfry the accuracy af such informatlon,and agrees�at Converse is entitled to perfottnance of services or work by any ihird party cansultant, contrador ar
rety upon any such infortnation. subcontractor.
Client shall immediately notify Converse in writing of any data,informa6on or knowledge in the 4Vhere Converse's services invoNe field observation oi grading,filling and compaction
possession of or knovm to Client relating to canditions exisbng at fhe Site and shall provide (or any of them),it is agreed:
Converse with the location, size and depih of any and all underground tanks, piping or
s6udures epsting upon the Site. a. That Converse shail in no way be responsible for the manner in which such
work is performed Gy any third party.
Client shall defend,indemnihr and save harmless Converse,iGs officers,agents and employees
from and against any and all claims,cosis,suits and damages,including attomeys'fees,ansing b. That in the event Converse is to provide periodic obsenra6on, Client
out of errors,omissions and inaaxuaaes in documenfs and informa6on provided to Converse acknowledges that Converse cannot be responsible for any wak Perfortned at
by Client a time or 6mes when Converse was not perfortning iLs observa6on services.
Comerse wiil not provide an opinion conceming ihe perfortnance of any third
Ownership of Data and Dacumenls;Samples party,save and except to the extent that said work was in fad observed and
tested by Converse dunng the course of constructian.
All reporis,baring logs,field daha,field notes,labaratory test data,calculations,estimates and
otl�er dacumenls prepared 6y Converse shall remain fhe sole property of Converse. c. That where Canverse's services inctude continuous observa6on,Client agrees
not to allow grading,filling or compadion ta be perfortned at any 6me w hmes
Cfient shall have the right to the use of all data,recommendations,proposals,reports,design when Converse is not physicaly present upon fhe Sfte and shail restrict the
aiteria and similar infarmation provided to it by Cornerse ("informa6on° herein); provided, amount and extent of such grading,filling and compaction to ihat which can be
however,ihat the ir�ortnation shall not be used ar reGed upon by any party other than Client, property observed by Canverse personnel presenl on the Site.
save and except as may be required by the design and licensing requirements of the projectfor
which 1he infortnation is prow'ded;furiher,such use shaN be limited to 1he par6cular site and d. That in the event Converse is to condu�t test borings for Client, Client
projed for which ihe infortnation is provided. To the extent Cfient utllizes Converse's adcnowledges that the aocuracy of said test borings relates only to the sped5c
informatian by providing or making the same available to any third party(a)Client agrees to give location in which the baring itself w�perfarmed and that the nature of many
written natice to any such third paAy that it may not utiiize or reIy on any asped of Converse's sites is such fhat d'rffering subsurface sail charaderistics can be experienced
infortnation and(b)Client agrees to defend,indemni(y and hoid Converse harmless against any within a small distance. As such,Client acknowiedges tt�at greater accurac.y is �
and all claims,demands,cosls,losses,damages and expenses,induding attomeys fees,that obtained when Ihe number of test borings is increased.
may be asserted against or sought from Converse by any such third parly.
7echnical Limitations
CfienCs right to ihe use otthe infortnation is expressy condi6oned upon Client's prompt payment
to Converse of all sums due under the ClientlConverse agreement In Ihe eveM of ClienCs Ciient acknowledges and agrees that(1)it is unreasonable ro expect Canverse to be
nonpayment or pa�tial payment of said amounts,Client agrees that it shall not use any of ine able to completety evaluate subsurFace conditions,even after the most comprehensive
infortnation for any purpose whatsoever and shall retum the same to Converse wdhin 2 exploratary program;(2)site conditions change frequently due to the passage of time,
business days upon demand. human achwUes,and dimaGc conditians and uncertainfies are ihe�efore inherent in tt�e
nature of Converse's senrices and impossible to avoid; (3) the identification of
Converse will retain all sampies of sail, rock or ofher materials obtained in ihe course of geotechnical and environmental conditions and the predic6on of future or concealed
perfortning its senrices for a period oi thirty(30)days.ThereaFter,further storage or transfer of condfions is an inexad saentific endeavar,(4)the state of the art of geotechnical and
samples to Client may be made at ClienCs expense upon written request from Ciiant ro environmenfal practice is such that Converse cannot guarantee that iLc
Converse received by Converse prior to the expiration of the 30-day period. recommendations wiil prove adequate on Ihis project and the Client assumes the risk of
any such failure,except as otherv�ise provided in tt�ese General Condi�ons and that(5) �
Converse shall retain pertnanent records relating to 1he Converse senrices for a period of five(5) these General Conditions contains speafic LIMITATIONS OF LIABILIN.
years following subm�tal of Converse's repoR,dunng which period the records unll 6e made
available to Client upon reasonable notice gNen by Client and upon payment to Converse of an Indemnity of Client and LimitaGon of Liabilily
amount suffident to reimburse Converse for its necessary and reasonable expenses in making
said records available. Converse shall indemnify Client iGs oificers,directors,agenis ar employees from any
ciaim,demand or liability arising from personal injury or propeAy loss or damage caused
Standa�d of Care and Professional Responsibility by the sole negligence or willful m�sconduct of Converse.
Client adcnowledges that the services to be perfortned by Converse involve ihe use of tests, Anylhing to the wntrary in fhe agreement ta which ihese General Conditions are
plculafions, anatyses and procedures which are in a conslant state of development, attached or in these General CondNons nohvithshanding,Converse's liability shan be
improvement and refinement and that, as such, improvements,changes in methods, and limited to the lesser of ihe fees charged to Client by Converse for the senrices performed
modfica6ons of procedures have been made in the past, are now being made,and are for Client,or the sum of fifty thousand dolfars. Glient may,at its optian,inaease the
expected to con6nue to be made in the furi�re. ma�dmum amount for which Converse shall be fiable by payment of an addi6anal fee.
For the maximum IiabilAy sum of one hundred thousand doliars,the addifional amount to •
Further,Client recognizes ihat,while necessary far investigations,commonly used explora6on be paid shall be four percent oF the tolai Converse fee charged hereunder,for the
methods,such as drilling borings or excavating trenches,invoNe an inherent risk. For example, ma�dmum liability sum of one mitiion dollars,the addi�onal amount to be paid shall be
explorafion on a site conhaining contaminated materials may result in indudng aass- five percent of Ihe total Converse fees charged hereunder Client acknowledges and
contamination,the preven6on of which may not be complete using presentty recagnized seaGng agree;that iL5 recovery,'rf any,shall be satisfied,in the first instance,from the proceeds
methods. of Converse's insurance,and to the extent of any deficiency in me available insurance
proceeds,�en and only then,by Converse.
Client recognizes that the state of practice,induding 6ut not limited to the praCGce relating to
contaminabon or hazardous waste condilions,is changing and evolving and that standards Client acknowledges tl�at Converse has agreed to charge Client a reduced fee for
ex�Gng at the present time may subsequently change as knowiedge increases and ihe state of services in exchange far ihe above IimitaGon of habtlity and ihat said reduction in fees is
tl�e prac6�e contlnues to improve. consideration for said limitation.
Client recogn¢es that projecLs containing contaminated materials may not pe�fortn as Client shall defend and save harmless Converse, iLs officers, directors,ag ents and
an6apated by Client,even though Converse's senrices are perFormed in accordance witli the employees from all liabiliry, claims and demands, induding expenses of suit and
level of care and skl(required of it. Further,certain govemmental regulations relating to reasonable attomeys'fees arising from personal injuries,indudmg d�sease and death,
hazardous waste sites may purport to require achievement of results which cannot be property loss or damage,injury to others(including personnel of Client,Converse or
co,,,��co��ua��s ccssa Exhibit"A"
Page 9 of 10
su6mntractors perfortning work hereunder), and air or ground pollution or environmental employees or fortner employees of the parties. All legal actions by either party
impairtnent arising out of or in any manner conneded wNh or related t�the performance of agamst the other for breach of these General CondiGons or for the failure to perfortn
Converse's senrices,except where there is a judiaal determinabon that such injury,loss or in accordance with ihe applicable standard of care, however framed, ihat are
damage shall have been caused by the sole negligence or wiiKut mis�onduct of Converse. essentialiy based upon such breach or failure shall be barred Nvo(2)years from the
CGent acknowledges that Converse has charged Client a reduced fee for services to be bme daimant knew or shauld have known of its right to make a claim,but,in any
perfortned by it in exchange for this hold harmless and that the reducGon in fees is considerafion event, not later than four (4) years from su6stan6al comple6on of Converse's
for said hold harmless provision. services.
Canverse will not be liable for consequential damages of any kind,nature or description. Jobsite Safety
Hazardous Waste, Pollution and Health Hazard Projects ("Hazardous Projects" Converse shail be responsible for its activity and that of fls employees on the Site.
Herein� This shail not be construed to relieve the Client, i5 general contractor or any
subcontractor of their obligation to maintain a safe jobsite.
Prior to the commencement of services by Converse on any hazardous project, Client
agrees to advise Converse in writing of any known hazardous waste or materials existing on Neither the professional activities nor the presence of Converse or its employees and
or near the Site or if any of said services are to be performed in an area where dust,fumes, subcontractors shall be understaod to control the opera6ons oF others,nor shall it be
gas, noise,vibrafions or other particulate or nonparticulate matter is in the atrnosphere consWed to be an acceptance of the responsibility forjobsite safety.
where it raises a potentiai or possible heaith hazard or nuisance to anyone working within
the area. Converse will not direct,supervise or lay out the work of the Client,conUactor,or any
subcontractors. Converses services wtll not include a review or evaluation of the
Anything in these General Condi6ons nolwithstanding, Client shall indemniry and hold adequacy of the contractor's safety measures on or near the Site.
Converse,its officers,directors,agents,servants and employees,harmless from any Gaim,
demand or action brought by any party whomsoever, includmg employees of Converse Schedules
which claim,demand or action is based upon injury or damage caused or alleged to have
been caused by hazardous wastes or hazardous materials whether or not such waste or Unless othenvise specified in the agreement,Converse shall be obligated to perfortn
materials were knawn to exist prior to the commencement oF services. wifhin a reasonable period of time. Converse shali not be responsible for delays in
.. the completion of its services aeated by reason of any unforeseeable cause or
Client agrees to be responsible for the removal and disposal of any hazardous waste causes beyond the control and/or without the fault or negligence of Converse,
uncovered as a result of the site investigation,including drill cuttings,unless specifically including but not restricted to acts of God or the publ'�c enemy, acts of the
included wifhin the scope ofwork Govemment of the United States or of the several states,or any foreign coun�y,or
any of them acting in their sovereign capacity,acts of other conVact�rs with Cfient,
It is agreed that the discovery of unanticipated hazardous materials constitutes a changed fire,floods,epidemics,riots,quarantine restrictions,shikes,avil insurrections,freight
condiGon mandating an immediate renegotia6on of ihe scope of services or terminafion of embargoes,and unusuaily severe weather.
services. Converse will at all times endeavor to perform in a faithful and trustwoRhy
manner.Ciient understands that Client or Converse may be required 6y locai and/or state Should completion of any portion of the services to be rendered by Converse be
and/or federal statute to report the discovery of hazardous materials to a govemment delayed beyand the estimated date of completion for any reason which is beyond ihe
agency. Client also understands that Conve�se may be required by local andlor state andlor control of or without default or negligence of Converse,then and in that event Client
federal statute to report the discovery of hazardous matenals to a govemment agency,and and Converse shall mutually agree on the terms and conditions upon which the
that Converse,when practicat,will do so anly afler notifying Client In the event Converse services may be continued or terminated.
discovers hazardous material that we believe poses an immediate threat to public health
and safety,Canverse will use ils best judgment to notify apprapriate emergency personnel Invoices
for immediate containment. Client agrees to take no action of any kind against Converse
when Converse makes a good-faith effort to fulfill its obligations. Canverse shall submit monthly progress invoices lo Client,and a final bill shaii 6e
submitted upon completion of ihe services. Within thiriy(30)days after receipt of an
invoice,Client shall pay fhe tull amount of the invoice. If Cfient o6jects to all or any
ClienPs Responsibilities portion of any invoice,it shall so no6iy Conve�se ot the same wiUiin fifteen(15)days
from the date of receipt of said invoice and shall pay ihat portion of the invoice not in
Client shall immediately provide Converse wiih full information in writing as to Client's dispute,and ihe partes shall immediateiy make every effoR to settle the disputed
requiremenls for the services to be provided by Converse and shall designate in mifing Portion of the invoice.
within five(5)days of the effective date of the agreement ta which fhese General Condi�ons K Client fails to make payment within thirty(30)days after receipt of an invoice,then
are a part,a representaGve to act on ClienPs behalf in conjuncGan with the services to be Client shall pay an addiGonal monthly service charge of one and one-half percent
provided hereunder. Client shall prompUy review all documents, reports, data and ��y,%)on all such amaunis outstanding. The additional charge shall not apply to
recommendafions submitted by Converse and shall wmmunicate with Converse conceming any disputed pofion of any invoice resolved in favor af Client. In the event Client
such reviews tor the purpose of avoiding delay in the performance of the services to be fails to pay any undisputed amaunt to Converse when due, Converse may
rendered by Converse. immediately cease work until said payment together with a service charge at the rate
Client shall notifv an third a who ma erform on the Site of the standard of care bein of 1'/:°Jo per month,as specified above,from the due date has heen received.
undertaken b Converse ursuant hereto and of the limita6ons of liabili contained herein Further, Converse may, at its sole option and discre6on, refuse to perfortn any
Y P �Y further work irrespective of payment from Client.
Client shall require as a condition to the pertarmance of any such third party a Iike indemnity
and limitation of liability on their part against Converse. In the event that all or any portion of the 1'/:%service charge prowded for herein is
deemed to be an interest charge,then and in that event said interest charge shall he
Confidentiality limited to the maximum amount legaliy allowed by law.
Converse shall hold all information pravided to it 6y Client and the results of the work Client acknowledges Conuerse's fee schedules are revised annuallv and agrees that
performed by it confidential and shall not disclose the same to any third party except where the fee schedule in efled at the time the services are performed sfiall apply to such
required by Govemmental regulatory agencies or as othenNise reqwred by Iaw. services. '
Disputes Insurance
Converse shall have the right to bring a legal acGon in a state or federal court against Client Converse represents that it now carries,and will continue to carry during the tertn of
for any sums due or alleged to be due to d or for services rendered. Except for this right, the contract to which these General CondiGons are a part,Workers Compensa6on
Converse and Ciient agree that as an express condiGon to the right of eiiher party to bnng a insurance and that, if requested, Converse shall provide to Client certificates as
legal action against the other,they shall first submit any dispute to mediation by a neuVal evidence of ihe aforementioned insurance.
perso�accepfable to hoth parties. Assignments
Each party shall bear its own attomeys'fees,costs and other expenses,except that each
party shall 6e responsible and pay for one-half of the costs and expenses of the mediator. Client shail not assign this conVact or any Portion thereof to any other person or
In the event that legal ac6on is reqwred,the prevailing party shall be entitled to recover all of entity without ihe express wntten consent of Converse. Nothing contained in this
its cosis incurred in connection therewith including,without limitation,staff time,court costs, contract or any part thereof shall be construed to creaie a right in any third paRy
attomeys'fees,consultant and expert witness fees and any other reiated expenses.In this �omsoever,and nothing herein shall inure to the benefit of any third party. ,
regard,in order to make the prevailing parly whole,the parties acknowledge and agree that Severability
the prevailing party shall be entitled to recover all of ils costs incurted in cronnec6an u�nth the
legai action and sf�all not be limited to"reasonable attomeys fees"as defined in any statute If any provision of these General Condi6ons is finally detertnined to be contrary to,
. or rule of couR. prohibfted by,or invalid under applicable laws or regulations,such provision will be
The obli ations,res onsibilities,warranties and liabilities of the arties shall be solel those renego6ated so as to give effect to the intent of the parties to the maximum possible
9 P P � extent. SuCh determinahon and renegotla6on shall not atfect of invalidate the
expressly set farth herein. Remedies and limitations of liability shall apply regar less of remaining provisions or these General Conditions.
whether an acbon is brought in contract,or is based on either party's negligence,or another
theory of law. Ali of the righfs,remedies,obligations,terms,conditions and limitations of Goveming Law
liabiliry stated herein shall e#end collectivety to and 6e bindin upon the parties'pa�tners,
joint ventures,licensors,successors,assigns,msurers,and iliates. Client and Converse These General Canditions shall be govemed by and construed under the laws of the
agree that any legaf actian with respect to the services to be performed under these General State of Cal'rfomia.
Conditions shall be brought against the paRies, and not against individual officers,
ConverseCmsullants GC99-1 EXhlblt"A" �
Page 10 of 10
AGMT No.6527.2
SECOND AMENDMENT
TO
CONSULTANT SERVICES AGREEMENT
This Second Amendment to Consultant Services Agreement (the "Second Amendment")
is made and entered into as of ,�un� �� , 2018, by and between the CITY OF
ORANGE, a municipal corporation (the "City"), and THE CONVERSE PROFESSIONAL
GROUP, a California corporation (herein referred to as the "Consultant"), with reference to the
following:
A. The City and the Consultant entered into that certain Consultant Services
Agreement (Agreement No. 6527) dated as of October 12, 2017 (the "Original Agreement"),
which was later amended by that certain First Amendment to Consultant Services Agreement,
dated as of March 13, 2018 (Agreement No. 6527.1) (the "First Amendment"). The Original
Agreeinent and the First Amendment are incorporated herein by this reference; and
B. The City and the Consultant desire to further amend the Original Agreement to
modify, amend and supplement certain portions of the Original Agreement.
NOW,THEREFORE,the parties hereby agree as follows:
Section 1. Defined Terms. Except as otherwise defined herein, all capitalized terms
used herein shall have the meanings set forth for such terms in the Original Agreement.
Section 2. Cross-References. The City and Contractor hereby agree that all
references in the Original Agreement or this Second Amendment to the"Agreement"are deemed
and construed to refer to the Original Agreement, as implemented by this Second Amendment.
Section 3. Revised Scone of Services. The Scope of Services, Exhibit A to the
Original Agreement, is hereby amended, modi�ed and supplemented to include the services
described on Exhibit A attached hereto and incorporated herein by this reference.
Section 4. Comuensation. The total not-to-exceed compensation (exclusive of
reimbursables) set forth in Section 2 of the Original Agreement for the services to be rendered
thereunder was the sum of TWENTY-NINE THOUSAND SEVEN HLTNDRED TEN
DOLLARS and 00/100 ($29,710.00). Section 2 of the Original Agreement was amended by the
First Amendment to provide for an increase of THIRTY THOUSAND EIGHT Hi1NDRED
TWENTY DOLLARS and 00/100 ($30,820.00) in the total not-to-exceed compensation such
that the Consultant's total compensation under the Original Agreement, as amended by the First
, Amendment, would not exceed the sum of SIXTY THOUSAND FIVE HiJNDRED THIRTY
DOLLARS and 00/100 ($60,530.00). Section 2 of the Original Agreement is hereby amended to
provide for an increase of THIRTY SEVEN THOUSAND NINE HiJNDRED EIGHTY
DOLLARS and 00/100 ($37,980.00) in the total not-to-exceed compensation such that the
Consultant's total compensation under the Original Agreement, as amended by this First and
Second Amendment shall not exceed NINTY EIGHT THOUSAND FIVE HUNDRED TEN
DOLLA.RS and 00/100 ($98,510.00)without the prior authorization of the City.
Section 5. Inte�ration. This Second Amendment, the agreements specifically
referred to herein, and all attachments hereto (if any) integrate all of the terms and conditions
mentioned herein, and supersede all negotiations with respect to the subject matter hereof. This
Second Amendment amends, as set forth herein, the Original Agreement and the First
Amendment and, except as specifically amended hereby, the Original Agreement and the First
Atnendment shall remain in full force and effect. To the extent that there is any conflict or
inconsistency between the terms and provisions of this Second Amendment and the terms and
provisions of the Original Agreement and/or the First Amendment, the terms and provisions of
this Second Amendment shall control and govern the rights and obligations of the parties.
�Remainder of page intentionally left blank;signatures an next pageJ
2
IN WITNESS of this Agreement, the parties enter into this Agreement on the year and
day first above written.
"CONSULTANT" "CITY"
THE CONVERSE PROFESSIONAL GROUP, CITY OF ORANGE, a municipal corporation
A California corporation
*By: f� v i�v�c�� By: �
Printed Name: S I V",A �' - S I V A►FIf�A1� T esa E. Smith, Mayor
Title:_ SY • }(P
ATTEST:
*By: ��� �
Printed Name: �.h o e�
Title: G�D 1e- �,Q,I��
Mary E. urphy, City Clerk
APPROVED AS TO FORM:
G A. Sh t I
Senior ' nt City A orney
*NOTE: The City requires the following signature(s)on behalf of the Consultant:
-- (1) the Chairman of the Board, the President or a Vice-President, AND (2) the
Secretary, the Chief Financial Offtcer, the Treasurer, an Assistant Secretary or an
Assistant Treasurer. IJonly one corporate officer exists or one corporate officer holds
more than one corporate office,please so indicate. OR
-- The corporate officer named in a corporate resolution as authorized to enter into this
Agreemen� A copy of the corporate resolution, certified by the Secretary close in time
to the execution of the Agreement,must be provided to the City.
3
EXHIBIT "A"
SUPPLEMENTAL SCOPE OF SERVICES
[Behind this page.]
�� �onverse Consultarrts
1�`I� Geotechnical Engineering,Environmental E�Groundwater Scisnce,Inspection 8 Testtng Services
May 8, 2018
Mr. Rocky Borton
Senior Project Manager
Gkkworks
2355 Main Street, Suite 220
Irvine, CA 92614
Subject: ADDITIONAL BUDGET REQUEST TO PROVIDE GEOTECHNICAL
OBSERVATION AND TESTING SERVICES
Shaffer Park Renovation Project
1930 North Shaffer Street
City of Orange, Orange Caunty, Califomia
Converse Project No. 17-32156-00 (30/40)
Dear Mr. Borton:
Converse Consultants(Converse) has been providing inspection and testing services for
the subject project with previously authorized budget of $60,530.00. The previously
authorized budget was given to us to start the project. Based on the review of the plans,
we estimate that we need additional budget of $37,980.00 to complete the project in
addition to previously authorized budget.
SCOPE OF WORK&COST ESTIMATE
Based upon the information presented to Converse, we have prepared the foilowing
scope ofi services:
Soils
a. Review soils report, project plans and specifications.
. b. Review submitted on-site and/or imported materials to determine their suitability
as fill materials.
c. Inspect bottom of excavations.
d. Perform in-place density tests according to ASTM D1556 (sand cone method).
Soil density tests may also be pertormed by nuclear method according to ASTM
D6938 and adjusted to ASTM D1556 provided that calibration curves are
periodically checked.
e. Provide fill placement inspection and testing during backfill of utility trenches and
retaining walls and construction on an intermittent and continuous basis as
required to establish proper execution and conformance with the specifications.
This includes testing (e.g, field density tests)on-site soil for subgrades to receive
fll, fill p{acement, roadways, parking areas, walkways and subgrade.
717 Scutli Myrtle Avenue, tvlonrovia,California G i 016
?eI�:F�hune:(G2c�J�30-t200�Facs�mile,(626)�J30-1212+v;r�v:.a:,nvrrsac�nsuitants.cc�m
Exhibit"A"
Page 1 of 5
Gkkworks
Additional Budget Request to Provide
Geotechnicai Observation and Testing Services
Shaffer Park Renovation Project
Converse Project No.17-32156-00(30/40)
May 8,2018
f. Review and provide laboratory testing on soil, backfill materials, aggregate base,
etc. Develop compaction curves for materials encountered. Monitor excavation
and stockpiling of suitable fill materials from mass excavation, existing aggregate
base and the crushing of existing soils for use as fills.
g. Prepare reports summarizing all observations and test results.
h. Provide soils testing including but not limited to: Maximum Dry Density, Expansion
Index, R-Value, Sand Equivalent, Sieve Analysis, and sampfing.
Aggregate Base and Asphaltic Concrete
a. Review material certificates and certificates of compliance.
b. Review mix designs.
c. Perform laboratory tests for mix density.
d. Pertorm extractionlgradation tests.
e. Perform in-place density tests by nuclear method in accordance with CTM 375 per
s�ecifications.
f. Inspect asphalt placement.
Converse's professional engineering staff and management will supervise Converse
personnel and coordinate field and laboratory services, with support from our clerical
personnel, to assist in maintaining a high level o�'quality assurance.
Field Services Costs
- . - . . • . - .
Field Technicianllnspector Hour 160 $115 $18,400.00
Sample Pick Up Hour 10 $70 $700.00
; . :
, .._.
, ;
;
�
$19,100.00
Laborato Testin Costs
. -
• ' r • • � •
• '
Hveem Densiry 2 $200 $400.00
$400.00
� Copyright 2018 Converse Consultants Z
Converse Project No.17-32-156-00
Exhibit"A"
Page 2 of 5
Gkkworks
Additional Budget Request to Provide
Geotecfmical Observation and Tes�ng Serrices
Shaffer Park Renovaaflon Projed
Converse Project No.17-32156-00(30/40)
May 8,2018
.Office Su ort Costs
. - . . � _
• . . . .
Review of daily reports and submittals Hour 4 $110 $440.00
Project management, engineering .
consultation and support,and analyses Hour 4 $110 $440.00
as necessa
, . , , . . ,
; . .
. ,
�{E • $8SO.00
, :. . ,:.. f
Cost Summary
.
Field Services Costs $19,100.00
Laboratory Testing Costs $400.00
Office Support Costs $880.00
Contingency(160 Hours of Soil Technician) $17,600.00
,.. .
$37,980.00
ASSUMPTtOiVS
In general, our fees are based on the foilowing conditions and assumptions described
below.
� Our services will be performed on a time-and-materiais basis in accordance with
the unit rates indicated, and/or Schedule of Fees and Genera!Condifions, copies
of which are attached and form a part of this proposal.
• When full-time observation by a Converse representative is not required, the
testing senrices described above will be performed on a test-results-only basis at
the request of your authorized representative, who will be responsible for
coordinafiing our services with the construction schedule. No comments regarding
compaction procedures or observations will be made for t�st-results-only services.
• For on-call services, the test locations will be prepared and ready for testing by
Converse field personnel upon their aRival at the site.
• Work will be conducted during an eight-hour day at the site. Overtime will be
c�arged at 1.5 times the regularly hourly rate.
� All requests for field service should be received by this office not less than one
working day(24 hours) prior to the time the services are to be performed.
• There will be a iwo-hour minimum charge in case of work cancellation after our
field personnei have been dispatched. Also, 4 hour minimum for each site visit.
• The contractor andlor client will be responsible for excavating and backfilling all
test locations.
� Our field representative will not direct, supervise or lay out the work of the
contractor. Our services will not include a review of the contractor's safety
� Copyright 2018 Converse Consultants
Converse Project No. 17-32-956-00 3
Exhibit"A"
Page 3 of 5
G kkworks
Additional Budget Request to Provide
Geotechnical Observation and Testing Services
Shaffer Park Renovation Pro]ect
Converse Project No.17-3215C}00(30/40)
May 8,2018
measures on or near the job site.
� lf any additional inspection or laboratory testing is required, it will be performed in
accordance with the attached Geotechnica!Laborafory Testing Schedule of Fees.
� Converse feld reports will be provided to your authorized representative in the field
on a daily basis as the testing is completed. The field reports wiil summarize test
results and time charged per day, and document work pertormed.
• Meetings and consultations not described above, that are requested by the client,
are not included in the cost summary, but will be charged on a time-and-materials
basis in accordance with the attached Schedule of Fees.
� Should�additional services be required other than those presented herein, we will
discuss the matter with you. If requested, we will prepare a detailed proposal and
cost estimate for such services. Additional services will not be pertormed without
prior written authorization.
• No services will be provlded prior to our signature of an agreement with you. No
additional work required will be provided without written authorization and a budget
amendment from your authorized representative.
Please do not hesitate to contact us at(626)930-1275, if you have any questions or wish
to discuss this proposal in detail. We appreciate the opportunity to submit this proposal
to Gkkworks and the City of Orange.
CONVERSE CONSULTAIdTS
�. ..-----�---.
---�� v' �t�J l'-�--`_.
Siva Sivathasan, PhD, PE, GE
Principal Engineer
End: Schedules of Fees and General Condifions
Dist: 1/Addressee (e-mail)
SKS/JL
� Copyright 2018 Converse Consultants
Converse Project No.17-32-156-00 4
Exhibit"A"
Page 4 of 5
G kkwo rks
Additional Budget Request to Provide
Geotechnical Observation and Tesfing Services
Shaffer Park Renovation Project
Converse Praject No. 17-32156-00(30/40)
May 8,2018
ADDITI4NAL BUDGET REQUEST TO PROi/IDE
GEOTECHNICA� OBSERVATION AND TESTING SERVICES
1930 N. Shaffer Street, City of Orange, Orange County, Califomia
Converse Project No. 17-32-156-00 (3�/40)
• � � a � • • • � �
Firrn Name: (Ctient)'
By' (Pnnt Name)
(SignatureJ
Tit/e: Date:
Telephone No.( J Emai7;
P.O.No./Billinn lnsfrucNons�:
1 Invoices to be sent to the Client,who shall be responsible for payment thereof,unless notified otherwise.The
Client is represented by�a person with authority to financially commit to the scope of work herein and
acknowledges that the person signing has read and t�nderstands the enclosed General Conditions.
2 Billing requirements, including backup documentation, should be mutually agreed upon and indicated
here. Subsequent additions or changes should IikeUrise be mutually agreed upon and submitted in writing
with appropriate authorization.
3 Converse has been informed by the Client that this is a prevailinq waqe proiect for geotechnical
investigation services as determined by local Labor Code Sections 1770-1780
� Copyright 2018 Converse Consultants
Converse Project No.17-32-156-00 5
Exhibit"A"
Page 5 of 5
CITY COUNCIL MINUTES SEPTEMBER 11, 2018
3. CONSENT CALENDAR
All items on the Consent Calendar are considered routine and are enacted by one motion
approving the recommended action listed on the Agenda. Any member of the City Council,
staff or the public may request an item be removed from the Consent Calendar for
discussion or separate action. Unless otherwise specified in the request to remove an item
from the Consent Calendar, all items removed shall be considered immediately following
action on the remaining items on the Consent Calendar.
3.1 Confirmation of warrant registers dated August 3, 9, 17, 22, 23, and 31, 20�18.
(C2500.J.1.7)
ACTION: Approved.
3.2 City Council Minutes,Regular Meeting of August 14,2018. (C2500.D.4)
ACTION: Approved.
3.3 Waive reading in full of all ordinances on the Agenda.
ACTION: Approved.
3.4 Investment Oversight Committee Report for the period ending August 31, 2018.
(OR1800.0.27.16)
ACTION: Received and filed.
3.5 Appropriation and Third Amendment to Agreement No. 6527 with Converse
Professional Group for Geotechnical Observation and Testing Services for the
Shaffer Park Renovation Project. (A2100.0; AGR-6527.3)
ACTION: 1) Authorized the appropriation of $60,840 from the Park Acquisition (510)
unreserved fund balance to expenditure account number 510.7021.56020.30042 (Shaffer
Park Renovation), and; 2) Approved third amendment with Converse Professional Group
in an amount not-to-exceed $60,840, and authorized the Mayor and City Clerk to execute
on behalf of the City.
3.6 Agreement with Townsend Public Affairs, Inc. for legislative advocacy services
related to acquisition of portions of Hart and Handy Parks from Caltrans in an
amount not-to-exceed $30,000. (A2100.0; AGR-6650)
ACTION: Approved agreement with Townsend Public Affairs, Inc. in an amount not-to-
exceed$30,000; and authorized the Mayor and City Clerk to execute on behalf of the City.
3.7 Third Amendment to Agreement with BC Traffic Specialist for installation of traffic
striping, pavement markings, and raised pavement markers at various locations
within the City of Orange. (A2100.0; AGR-6260.3)
ACTION:Approved Third Amendment to Agreement No. 6260,and authorized the Mayor
and City Clerk to execute on behalf of the City.
PAGE 3