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BILL NO. 90-143
SPONSORED BY COUNCILMAN HALSEY
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE
MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH GEORGE BUTLER
ASSOCIATES, INC. , FOR THE DIX ROAD TO SOUTHWEST BOULEVARD
Ir
CONNECTOR.
F BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS
FOLLOWS:
it
Section 1. The Mayor and City Clerk are hereby authorized an
directed to execute an agreement with George Butler Associates,
Boulevard Connector. The
Inc. for the Dix Road to Southwest
amount of the contract shall not exceed $200,000.00.
Section 2 . The agreement shall be substantially the same in
form and content as that agreement attached hereto as Exhibit A.
Section 3 . This Ordinance shall be in full force and effect
F' from and after the date of its passage and approval.
�-�- 9 S/ Approved X�'/
Passed �--�-�-
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Al
esid' f f icer or
ATTEST:
City Clerk
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CONTRACT FOR ENGINEERING SERVICES
THIS AGREEMENT, made and entered into this 56 day of ;r
�. , 19_fj, by and between the City of Jefferson,
a m6Aicipal corporation of the State of Missouri, hereinafter
referred to as the "City" with offires at 320 E. McCarty, Jefferson
City, Missouri 65101, and George Butler Associates, Inc. , Suite
1100 City Center Square, 1100 Main Street, Kansas City, Missouri sv;;
65105 hereinafter referred to as the "Engineer" .
WITNESSETH:
,
THAT WHEREAS City desires to engage the Engineer to render
certain technical and professional services hereafter described in1,,' _
connection with the Dix/Southwest Connector; and
WHEREAS, the Engineer made certain representations and
statements to the City with respect to the provision of suchr� ' ,
services and the City has accepted said proposal and is authorized
by Ordinance 11529 of the City Council, of the City of Jefferson,
adopted _ January 22 , 1991, to enter into a contract with the
Engineer for the performances of services by the Engineer. .f
NOW, THEREFORE, for the considerations herein expressed, it
is agreed by and between the City and the Engineer as follows: '
1. Scope of Services . The Engineer agrees to perform the
engineering and administrative services for the project as
described in detail in the attached Exhibit A - "Work Plan" which ;
is by reference made a part of this contract.
2 . Additions or Deletions to Services. The City may -add to k
Engineer services or delete there-from activities of a similar
nature to those set forth in paragraph 1, provided that the total
cost of such work does not exceed the total cost allowance as
specified in paragraph 6 hereof. The Engineer shall undertake such f
changed activities only upon the direction of the City. All such
directives and changes shall be in written form and prepared and
approved by the office of the Director of Public Works and shall be
accepted and countersigned by the Engineer or his agreed
representatives. ti
The Engineer will perform any additional work requested by the
City which is not specifically covered in the scope of work as
defined herein at a reasonable fee or compensation to be agreed to
between the City and the Engineer at the time any such service may
be required.
�. 3 . Existing Data. All information, data, and reports as are
i existing, available and necessary for the carrying out of the work,
shall be furnished to the Engineer without charge by the City, and
the City shall cooperate with the Engineer in every reasonable way
in carrying out the scope of services.
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The City will furnish, as required for the work and not at the '
expense of the Engineer, the following items:
a. Property, boundary, easement, right-of-way, topographic,
and utility surveys and property descriptions when such
V information is required.
b. All maps, drawings, records, audits, annual reports, and
other data that are available in the files of the City and =`
.; which may be useful in the work involved under this
Contract.
c. Access to public and private property, as necessary, when
required to conduct field investig=ations.
4 . Personnel To Be Provided. The Engineer represents that
>r.. Engineer has or will secure at its own expense, all personnel
required to perform the services called for under this contract by
Engineer.g Such personnel shall not be employees of or have any : +
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contractual relationship with the City except as employees of the . >`
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Engineer. All of the services required hereunder will be performed ;
by the Engineer or under Engineer' s direct supervision and all u'
K personnel engaged in the work shall be fully qualified and shall be
authorized under state and local law to perform such services. ;
None of the work or services covered by this contract shall be
�s subcontracted without the written approval of the City.
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5. Notice to Proceed. The services of the Engineer shall „
commence as directed in the Notice to Proceed and shall be
undertaken and completed in such sequence as to assure their
expeditious completion in the light of the purposes of the
contract, but in any event, all of the services required hereunder
shall be completed within eight calendar months from the date of
t execution of this contract.
6. Compensation. The City will pay the Engineer in
accordance with the rates set forth below, which shall constitute
}� full and complete compensation for the Engineer services hereunder.
Such compensation will be paid in progress payments, as established
by the City. The final payment will be subject to receipt of a
requisition for payment and a statement of services rendered from
z the Engineer that the Engineer fully performed with work to be paid
for in such progress payments in conformance with the contract. It
is expressly understood that in no event will the total compen-
sation and reimbursement to be paid to the Engineer under the terms
of this contract exceed the sum of Two Hundred Thousand Dollars
($200,000.00) for all services required unless specifically and
mutually agreed to in writing by both the City and Engineer. No
change shall be made unless there is a substantial and significant
difference between the work originally contemplated by this
agreement and the work actually required. ;
For the services covered by this Contract the City agrees to
pay the Engineer as follows:
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a. For the services outlined in Paragraph 1 - SCOPE OF
SERVICES, the City agrees to pay the Engineer a fee
computed on the basis of (1) hourly rates that include
:.; base salary cost, direct payroll additives, general and
administrative overhead and profit, and (2) reimbursable =,
direct expenses. The term "base salary cost" shall be the
actual amounts paid employees of the Engineer, prior to '{
t� deductions or withholding, based on each employee' s hourly
rate. Base salary cost does not include direct. payroll
additives, general and administrative overhead or profit.
The term "direct payroll additives" shall include payroll
tt tax, retirement, health and accident insurance, vacation
pay, holida y pay, sick leave and incentive pay. The '
term "general and administrative overhead" shall include ,
c4" such indirect costs as clerical, telephone, dues and
subscriptions, accounting services, office supplies, ;
maintenance, depreciation, general insurance, rent, t . ' �
' general taxes, survey stakes, equipment rental, non-profit #r
' salary cost and non profit general expense. The maximum
compensation encumbered under this Agreement shall be Two
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y.' Hundred Thousand Dollars
($200,000.00) . _:•;?
b. Reimbursable direct expenses chargeable to the
p g project, 1,�I
which are included in the maximum fee billing above, are
as follows: i
` (1) Travel, subsistence, and incidental costs.
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, . (2) Use of motor vehicles on a mileage or rental basis.
' (3) Telephone and telegraph costs.
(4) Reproduction of project documents. :
(5) Postage and shipping charges for project related
materials.
(6) Rental charges for use of equipment, including
equipment owned by the Engineer, not included in
4 overhead costs.
c. Partial periodic monthly payments shall be made to the
Engineer by the City as follows:
' (1) The Engineer shall render an itemized monthly
statement to the City for work performed and costs
r incurred during the preceding month.
(2) The monthly installments and current total billings
shall not be disproportionate to work progress as
reported by the Engineer.
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(3) The entire amount due shall be paid each month
provided the maximum billing amount has not been
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exceeded.
d. All billings shall reflect rates as set out in Attachment
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r, 7. Failure to Perform, Cancellation. If, through any cause,
the Engineer shall fail to fulfill in timely and proper manner its
i; - obligations under this contract, or if the Engineer shall violate x :' .•:
any of the covenants, agreements, or stipulations of this contract
the City '
y s hall thereupon have the right to terminate this contract
pr� dk(.i
by giving written notice to the Engineer of such termination and
specifying the effective date thereof, at least five (5) days
before the effective day of such termination. City or Engineer may � drs}�;,.
without cause terminate this contract upon 30 days prior writtenY "'"'
` notice. In either such event, all finished or unfinished <
f documents, data, studies, surveys, drawings, maps, models, : = .°
photographs and reports or other materials re ared b the
p p Y Engineer
Fr' : under this contract shall, at the option of the City, become its
property, and the Engineer shall be entitled to receive just and equitable compensation for any satisfactory work completed on such li, All
' documents and other materials.
Notwithstanding the above, the Engineer shall not be relieved .
of liability to the City for damages sustained by the City by q
virtue of any such breach of the contract by the Engineer.
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8 . Assignment. The Engineer shall not assign any interest in +::'
this contract, and shall not transfer any interest in the same
(whether by assignment or novation) prior written consent
r; , without ;
x ' of the City thereto. Any such assignment is expressly subject to all rights and remedies of the City under this agreement, including
the right to change or delete activities from the contract or to
terminate the same as provided herein, and no such assignment shall
require the City to give any notice to any such assignee of any actions which the City may take under this agreement, though City
will attempt to so notify any such assignee.
9 . Confidentiality. Any reports, data, or similar
information given to or prepared or assembled by the Engineer under
this contract which the City requests to be kept as confidential
r` shall not be made available to any individual or organization by
the Engineer without prior written approval of the City. F
10. Nondiscrimination. The Engineer agrees in the performance
of this contract not to discriminate on the ground or because of
race, creed, color, national origin or ancestry, sex, religion,
handicap, age, or political opinion or affiliation, against any
A employee of Engineer or applicant for employment and shall include
w a similar provision in all subcontracts let or awarded hereunder.
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a: 11. Independent Contractor. The Engineer is an independent
contractor and nothing contained herein shall constitute or
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designate the Engineer or any of its agents or employees as agents J
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or employees of the City.
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12. Benefits Not Available. The Engineer shall not be
entitled to any of the benefits established for the employees of
the City nor be covered by the Workmen' s Compensation Program of
the City. `'
a 13. Liability. The parties mutually agree to the following:
P
( a. In no event shall the City be liable to the Engineer for
special, indirect, or consequential damages, except those
caused by the City's negligence, arising out of or in any y.
way connected with a breach of this contract. The maximum . ^
liability of the City shall be limited to the amount of °{ ..........
_
money to be paid or received by the City under thi
contract. W . .F Y"It'
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r' b. The Engineer shall defend, indemnify, and hold the City , '{:
harmless from and against all claims, losses, and '. r .a
liabilities arising out of personal injuries, including r
death, and damage to property which are legally caused by
the Engineer arising out of or in any way connected with
this contract. �"
14 . Documents. That reproducibles of tracings and maps
prepared or obtained under the terms of this Contract shall be
delivered upon request to and become the property of the City upon
r termination or completion of the work. Copies of basic survey i
notes and sketches, charts, computations and other data prepared or
obtained under this Contract shall be made available, upon request,
r to the City without restrictions or limitations on their use.
1 However, any re--use by the City without written reverification or
adaptation by the Engineer or a purpose other than the specific {;fi
purpose intended by this written agreement will be at the City's
sole risk without liability or legal exposure to the Engineer.
4 When such copies are requested, the City agrees to pay the Engineer
its cost of copying and delivering same.
15. Nonsolicitation. The Engineer warrants that he had not
' employed or retained any company or person, other than a bona fide
employee working solely for the Engineer, to solicit or secure this
`F. Contract, and that he has not paid or agreed.to pay any company or
x: person, other than a bona fide employee working solely for the
Engineer, any fee, commission, percentage, brokerage fee, gifts, or
any other consideration, contingent upon or resulting from the
award or making of this Contract. For breach or violation of this
warranty, the City shall have the right to annul this Contract
t without liability, or, , in its discretion, to deduct from the
Contract price or consideration, or otherwise recover the full
amount of such fee, commission, percentage, brokerage fee, gifts,
k or contingent fee.
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. ' 16. Books and Records. The Engineer and all his #;
subcontractors shall maintain al]. books, documents, papers,
accounting records and other evidence pertaining to costs incurred
„ a in connection with this Contract, and shall make such materials
available at their respective offices at all reasonable times
t : during 'the Contract and for a period of three (3) years following r .
completion of the Contract.
17. Delays. That the Engineer shall not be liable for delays ,
resulting from causes beyond the reasonable control of the
x
. , Engineer; thdt the Engineer has made no warranties, expressed or
implied, which are not expressly set forth in this Contract; and
>. that under no circumstances will the Engineer be liable for
indirect or consequential damages.
18. All notices required or permitted hereinunder and required
to be in writing may be given by first class mail addressed to City
at 320 E. McCarty, Jefferson City, Missouri 65101, and Engineer at t
Suite 1100 City Center Square, 1100 Main Street, Kansas City, Y
Missouri 65105. The date of delivery of any notice shall be the
date falling on the second full day after the day of its mailing.
Executed this ,�D day of --`' 19
v V
CITY OF JEFFERSON, MISSOURI
C.23.
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ATTEST:
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? CITY CLERK
Ant .
ENGINEER
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A'T'TEST:
,Title:
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EXHIBIT A
WORK PLAN
Engineering Design Services
Dix Road to Southwest Boulevard Connector
a�
This Work Plan divides our proposed work tasks into four general phases; Data
fy+, Collection; Preliminary Design; Final Design; and Construction Period Services.
x The proposed work tasks are described by phase in the following outline. The
project limits would extend along Dix Road from Missouri Boulevard to Wears
Creek and along a Southwest Boulevard corridor from Wears Creek to Woodcliff
Drive.
PHASE ONE - DATA COLLECTION
F
, .' Task A - Review Previous Study Reports and Plans
•7�4
We will meet with the City staff to determine all previous studies and
engineering design work which should be reviewed as relevant to the present
x.:
"+ project.
T= Copies of all pertinent work will be obtained and reviewed in detail. This stork
;!= will include, but not be limited to, traffic engineering studies; the 1985 Storm
Sewer Study; the Missouri Highway and Transportation Department (MHTD) design
studies; existing City and MHTD field surveying; the City and MHTD "as-built"
plans for Dix Road, Missouri Blvd. , and Southwest Blvd. ; Corps of Engineers
9EC-2 databases; and all available mapping. A memorandum will' be prepared to
summarize all the review of previous work and to describe the additional data
that will be obtained as part of this project.
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Task D - Meet With Property owners
We will meet and interview all property owners and/or residents abutting the
project to determine relevant information such as type of business, hours of
operation, daily activity, access requirements, parking needs, expansion plans,
impacts of previous flooding, and any special requirements such as truck weight
limits or wheelchair access. These interviews will be used during the design
process and also to determine additional data collection requirements.
Task C - Meet With Missouri Highway and Transportation Department
We will meet and interview the pertinent engineers and officials from the
Missouri Highway and Transportation Department (MHTD) to determine the required
design details that they have completed, or anticipated, as part of their
project to improve the Missouri Boulevard (U.S. 50=Business Route) intersections
with Dix Road and with Southwest Boulevard.
'. Task D - Field Surveys
' Based on a review of available data, we will complete Field Surveys to supply
.} topographic information .to supplement the surveys by the City and the MHTD.
These supplemental field surveys will include, but not be limited to, roadway
and drainage channel/ditch crosssections at 50-foot intervals; verification of
storm and sanitary sewer flow line elevations; previously recorded high water
elevations; location of available property corner pins or markers; location of
, . utility. lines and other facilities; and all building corners and other features
y abutting the roadway and sewer alignments of the project. Elevations will be
•, tied to .the Flood Insurance Study benchmarks. Aerial topographib mapping will
be obtained as a basis for the surveying and design work.
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Task R - Stoma Sewer Inspection
We will manually enter and inspect all stores 'sewer manholes and inlets to
l determine the type, size, and condition of all pipes and structures along the
Dix Road, Missouri Boulevard, and Southwest Boulevard project corridor. Inlet
and outlet conditions of all culverts will also be recorded and evaluated. The
f inspection will also include the type and condition of all segments of drainage
channel within the areas affected by the project.
Task F - Sanitary Sewer Inspection
We will manually inspect all sanitary sewer manholes in areas affected by the
project to determine type, size, and condition. All sanitary sewer mains and
t lateral pipes within the right-of-way of Dix Road and Southwest Boulevard and
4 their proposed connector link will be inspected using TV video recordings to
' determine potential segments which should be repaired or replaced, as part of
r,
the anticipated roadway construction. The TV recordings will be recorded by the
City and evaluated by our engineers.
. y Task G - Locate All Utilities
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r We will locate all visible utilities and contact all utility companies having
facilities in the project area to obtain information from then concerning the
horizontal and vertical locations, as their best .records indicate. Utility
companies will be requested to field locate underground lines, if possible, in
• areas of critical design concern. We will also determine where utilities are
located on private easements.
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''. Task g - Obtain Traffic Counts
ter',
We will obtain new eanually- and machine-recorded counts of daily and pea
Missouri
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the intersections of
:h�• period traffic movements through, and adjacent to,
Blvd. with Dix Road and with Southwest Blvd. These counts will be recorded for
City Saturday conditions. City personnel will assist with the
typical weekday
t_ 'P
y' traffic count recording. Historical traffic volume data will also be researched
and compiled to identify any pertinent growth patterns.
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Task I - Inventory Traffic Controls
�y{jt We will complete an inventory of all existing traffic control devices in the
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k ; project corridor, including signals, signs, and pavement markings. This
inventory is to be used to evaluate existing traffic operations and to insure
that all devices are either replaced or otherwise considered during and
` 7 following construction.
Task J - Origin-Destination Survey
� .
We will identify the traffic flow patterns of vehicles traveling through the
intersections of Missouri Blvd. with Dix Road and with Southwest Blvd. This
will be done using a vehicle license plate correlation, origin-destination
J+ method. License plate numbers of all vehicles traveling between these two
intersections will be recorded and correlated for A.M. , Noon, and P.M. weekday
peak periods, as well as for the Saturday shopping peak period.
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Task K - Coordinate Soil Testing
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We will determine the types and locations of all required geotechnical testing
l to determine the conditions of soils or rock in the project corridor. This
soil/rock information will be used in the pavement thickness design, the
evaluation of storm sewer improvement alternatives, and the design of traffic
K. bearing structures such as a new or modified crossing of Southwest Boulevard
over Wears Creek. These geotechnical services would be provided through an
r.
independent contract with the City; and all costs for these services will be
paid by the City separate from this contract.
PHASE Tito - PRELIMINARY DESIGN
Task A - Update Traffic Study
We will update and expand the traffic engineering study that was coupleted for
this project in 1968. Many factors will be included in this update, including
the recent and planned land use and thoroughfare system changes in the area. A
complete and thorough evaluation of improvement alternatives will be made to
insure that existing congestion problems are not simply relocated, or even
multiplied. This traffic engineering study would evaluate the A.M. , Noon, and
P.M. peak periods on weekdays, as well as the shopping peak on Saturdays, to
determine the optimum lane configurations and traffic controls at the three
intersections that will exist when the Dix Road to Southwest Blvd. Connector is
(_ constructed (i.e. Missouri Blvd. with Dix Road, Missouri Blvd. with Southwest
Blvd. , and Southwest Blvd, with the new Connector).
RIM
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Task B - Analyze Storm Sewer Needs
We will analyze the existing storm sewer system along the project corridor.
`ryry;' Special attention will be given to the storm sewer system along Southwest Blvd.
V. south of Wears Creek, including the parallel channel along the west side of the
route which extends from Woodcliff Drive through a single-family residential
area. The capacity of the existing system would be determined and compared to
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i the City's current design criteria.
Task C - Analyze Sanitary Sewer Needs
We will analyze the existing sanitary sewer system along the project corridor to
determine if improvements are needed to increase capacity, reconstpuct existing
sections which have deteriorated, and/or accommodate needed storm sewer system
! . modifications.
kF Task D - Determine Roadway and Sewer System Improvement Alternatives
k -
`{ A series of up to three alternatives will be developed which include various
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possible alignments of the Dix Road to Southwest Blvd. Connector and the
Southwest Blvd. storm sewer system. Any required modifications or improvements
F of the sanitary sewer system will also be considered in the development of the
roadway and storm sewer alternatives. The possible Connector alignments will
specifically include alternates along a completely enclosed (dears Creek; and
x ` also over a new Wears Creek crossing to the west at Dix Road and then south to
connect with Southwest Blvd. farther to the south. These alternate alignments
would be compared with the previously proposed routes of the Connector located
north of Wears Creek.
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Task 6 Eva P
- luats Improvement Alternates
We will determine the advantage and disadvantage of each of the roadway and
store sewer system alternatives which are developed. The relative improvements
in traffic service and relief from flooding will be determined. Rough costs
will also be estimated to compare the alternates. In addition, the expected
impact on the Wears Creek 100-year flood plain will be estimated for each
alternative. A memorandum will be prepared and submitted to the City which
1;
describes the comparison of alternatives and recommends the most acceptable
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combination of roadway and sewer system improvements.
Task F - Preliminary improvement Layouts
We will prepare preliminary plan and profile layout drawings of the recommended
roadway and sewer system improvements. These preliminary drawings will include
YF. the proposed locations of curb lines; sidewalks; intersection channelization;
traffic controls; stoma sewer pipes, inlets, and manholes; and structures over
., Wears Creek.
Also included will be the proposed roadway profile and typical cross sections.
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{r The proposed right-of-way and easement requirements will also be shown on the
preliminary improvement plans.
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Task 0 - HEC-2 Analyses of Wears Creek
We will complete the required HEC-2 analyses of Wears Creek to determine the
specific impacts of the proposed improvement plan. The "Flood Plain" and "Flood
Fringe" have been determined in the protect area. As such, the required HEC-2
analyses will include computer modeling to refine and calibrate to existing
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condition; modeling of the proposed roadway and sewer system improvements;
r''zr determination of additional measures, designed to maintain the existing flood
elevations; and fur•dher modeling to identify the optimum additional measures.
K Task H - Preliminary Cost Estimates
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Preliminary estimates of construction costs would be prepared based on
the. preliminary improvenent layout plans.
i '
•����' Task I - Feet with Property owners
We will prepare the necessary graphic exhibits and make a presentation to a
public meeting of property owners and/or residents in the project area. The
^ L# purpose of this meeting will be to describe the preliminary design procedures,
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the considered alternatives, and the proposed improvement plan. All comments or
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questions received from the property owners andjor.:residents will be recorded
. `
and addressed in a written response.
s'Y;k Task J - Meet with Missouri Highway and Transportation Department
staff and officials of the MHTD to present the Updated
We Will meet with the
Traffic Engineering Analysis, the evaluation of improvement alternatives, and
the Preliminary Improvement Plans for their review and comments. Comments Prom
HHTD will be incorporated into the preliminary improvement plans, as required.
.s
;.' Task R - Meet with City Council
'
We will meet with the City Council to present the proposed preliminary
improvement plans.
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P8A$B THREE - FINAL DESIGN
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, Task A - Construction Sequence and Phasing Plans
A recommended construction sequence and phasing plan would be determined based
on the preliminary cost estimates and the needs to maintain traffic flow and
access to property in the project corridor. This plan would be submitted to the
City for review and approval.
K
Task H - Final Roadway Plans
Based on the approved construction phasing plan, we will refine the preliminary
Improvement plans to produce the final roadway plan and profile drawings and all
required special construction details. The City's standard construction details
will be used whenever possible.
Task C - Final Storm and Sanitary Sever Plans
We will likewise finalize the storm and sanitary sewer construction drawings'
R including all inlet, manhole, and pipe flow line profiles and all special
details required to merge the new and existing systems for each construction
' phase.
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Task D - Final Traffic Signal Plans
We will incorporate all preliminary plan review comments by the MHTD to produce
the final construction drawings. The MHTD standard traffic signal construction
` details will be used.
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Tusk B - Street Lighting Plans
We will prepare the necessary street lighting plans to provide proper lighting
levels along the proposed connector and to replace existing lighting systems
which will be disturbed by the roadway and storm sewer Improvements.
i
Task F - Signing and Pavemeot Marking Plans
e We will prepare the complete set of signing and pavement marking plans as
required. Detailed stationing and offsets of all signs and markings will be
specified and quantities will be provided for unit price bidding as required.
Task G - Landscaping Plans
We will prepare detailed landscaping plans, as required, to maintain and enhance
the character and appearance of abutting land uses along the project corridor.
Task H - Right-of-Nay Plans
=' We will work with Central Missouri Professional Services to produce all required
•fir
right-of-way plans and legal descriptions of permanent right-of-way and
Orr r
�r temporary easements that must be acquired to construct the proposed
W: improvements.
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Task I - Construction Traffic Control and Detour Plane
We will prepare detailed plans indicating the types and locations of all signs,
pavement markings, barricades, and channelization devices to safely guide
traffic through construction areas for each construction sequence.
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documents whenever possible and write complete special provisions
'•l,4f t.ri s t x L':.^I i'!r.Y;and
supplemental specifications,
Task K Final Construction Cost Estimates
We will prepare the required engineer's estimate of probable cost for the
initial phase of work to be contracted In the Fall of 1991.
1 1 and Preconstruction Conference
We will also attend and assist with the prebid and preconstruction conferences,
as required, • phase of
PHASE FOUR CONSTRUCTION PERIOD SERVICES
We will provide four In-field inspections of construction and provide other
consultation, as required, during the initial construction phase to commence in
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EXHIBIT B
kYtr
lam"• '.^!;:',;' ",�
h; GEORGE OUTLER ASSOCIATES. INC.
Engineers/Architects/Landscape Architects/Planners
};
SCHEDULE STANDARD HOURLY CHARGE0UT RATES Jam`
HOURLY RATE
EMPLOYMENT CLASSIFICATION
rat; $110.00 z
Principal . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . .. . . .
A�' Associate .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . 90.00 A'
1.+
Senior Architect/Engineer/Specialist . . . . . . . . . . . . . . . . . . . . . .. .. . . . 75.00 Y7
' . :
65.00
AES I . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . ,
..
. .. .. . . 55.0 45.00
AES II . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .
5:tip•��.
AESIII . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .
.
6500
Senior Technician/Construction Observer . . . . . . . . . . . . . . . . . . . . . . . . .
Technician/Construction Observer I 50.00
_4 z' 38.00
Technician/Construction Observer III
Technician/Construction Observer III . . . . . . . . . . . . . . . . . . . . . . . . . . . . !!+
Drafter I . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. .
30.00
\ {, Drafter II . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25.0 a,
DrafterIII . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . 22.00
ClericalI . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .• . . . . . .. • . . . . .. . . 40.00
Clerical II . .. . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 30.00
?r . . 25.00
ClericalIII .. . .. . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . • . . . .
r
Y°- Registered Land Surveyor . . . . . . . . . . . . . . . . • • • • • • • • • • • • • • • • • • • • • • • • 60.00
Land Surveyor 48.00
LandSurveyor II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30.00
j< Land Surveyor III . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,
2-Man Survey Party . . . . . . . . . . .. .. . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . 85.00
- :, 105.00
3-Man Survey Party . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
'r 4-Man Survey Party . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120.00
I1�
EQUIPMENT
,
15.00
EDMSurvey Equipment . . . . . . . . .. . . .. . . . .. . . . . . . . . . . . . . . . . . .. . . . . . .
Computer time for Design, CAD, Data Entry, etc. . . .. . . . . . . . .. .. . . 10.00
k . EXPENSES
:°. Reimbursable expenses (travel , vehicle mileage, printing charges, subsistence
long distance telephone, etc.) incurred for the project will be charged at cost
x,r a Automobile mileage will be charged
,.
at 30 cents per mile. Company on Mileage a Com an trucks or vans will be charged at 45
\,T cents per mile. CAD drawing plots will be charged at $30.00 per final plot.
: .. Effective Date: January 1, 1991
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