HomeMy WebLinkAboutContracts & Agreements_11-1997_CCv0001.pdf AGREEMENT TO FURNISH
ENGINEERING SERVICES FOR
MENTONE AVENUE GROUNDWATER RECHARGE BASINS
This Agreement is made and entered into this 4th day of February, 1997 by and between the City
of Redlands, a municipal corporation (hereinafter "City") and Krieger & Stewart, Incorporated,
(hereinafter"Engineer").
In consideration of the mutual promises, covenants and conditions hereinafter set forth, City and
Engineer hereby agree as follows:
ARTICLE...L-,ENGAGEMENT OF ENGINEER
1.1 City hereby engages Engineer, and Engineer hereby accepts the engagement, to perform
professional engineering services ("Services") for the Mentone Avenue Groundwater
Recharge Basins (the "Project").
1.2 The Services shall be performed by Engineer in a professional manner, and Engineer
represents that it has the skill and the professional expertise necessary to provide high
quality Services for the Project at the level of competency presently maintained by other
practicing professional Engineers in the industry providing similar types of services.
ARTLCLE-2-- SERVLCES-OF-ENGINEER
2.1 The specific Services which Engineer shall perform are more particularly described in
Attachment "A," entitled "Scope of Services," which is attached hereto and incorporated
herein by this reference.
ARTICLE 3, - RESPONSIBILITIES,OF CITY
3.1 City shall make available to Engineer information in its possession that is pertinent to the
performance of Engineer's Services.
3.2 City will provide access to and make provisions for Engineer to enter upon City-owned
property as required by Engineer to perform the Services.
3.3 City designates Mike Call, Project Manager to act as its representative with respect to the
Services to be performed under this Agreement.
MENTONE ANENUE GROUNDWATER RECHARGE BASINS
Krieger& Stewart, Inc.
February 4, 1997
ARTICLE -PER100-OF-SERV110E
4.1 Engineer shall perform the Services in a diligent manner and in accordance with the
schedule set forth in Attachment B.
ARTLCLE-5---PAYMENTS-TO-THE ENGINEER
5.1 The total compensation for Engineer's performance of the Services shall not exceed
$60,700 in accordance with Attachment C - Fee Proposal. City shall pay Engineer on a
time and materials basis at the hourly rates shown in Attachment D - Rate Schedule.
5.2 Engineer shall bill City within ten days following the close of each month by submitting
an invoice indicating the Services performed, who performed the Services, indirect costs,
and the detailed cost of all Services including backup documentation. Payments by City
to Engineer shall be made within 30 days after receipt and approval of Engineer's invoice,
by warrant payable to Engineer.
5.3 All contractual notices, bills and payments shall be made in writing and may be given by
personal delivery or by mail. Notices, bills and payments sent by mail shall be addressed
as follows:
City_ Engineer
Mike Call Mark E. Messersmith
Municipal Utilities Department Krieger & Stewart, Incorporated
35 Cajon Street 3602 University Avenue
P.O. Box 3005 Riverside CA 92501-3380
Redlands CA 92373
When so addressed, such notices shall be deemed given upon deposit in the United States
Mail. In all other instances, notices, bill and payments shall be deemed given at the time
of actual delivery. Changes may be made in the names and addresses of the person to
whom notices, bills, and payments are to be given by giving notice pursuant to this
paragraph.
ARTLCLE-6---INSIJRANCEANDANDEMN-IFICATION
6.1 Engineer shall maintain worker's compensation insurance and, in addition, shall maintain
insurance to protect City from claims for damage due to bodily injury,personal injury and
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MENTONE AVENUE GROUNDWATER RECHARGE BASINS
Krieger& Stewart, Inc.
February 4, 1997
4
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death, and claims for injury to or destruction. of tangible property while performing the
Services required by this Agreement. Said public liability and property damage insurance
shall be in a minimum combined single limit of$1,000,000, and in the aggregate. Engineer
shall maintain comprehensive automobile liability insurance with a combined single limit
of$1,000,000 for bodily injury and property damage. Engineer shall maintain professional
liability insurance in the aggregate amount of$1,000,000 with a minimum of$500,000 per
occurrence. City shall be named as an additional insured under all policies for public
liability, property damage and comprehensive automobile liability insurance, and such
insurance shall be primary with respect to City and non-contributing to any insurance or
self-insurance maintained by the City. Engineer shall provide City with certificates of
insurance evidencing such insurance coverage prior to commencing the Services.
6.2 Engineer shall indemnify, hold harmless and defend City and its elected officials, officers,
agents and employees from and against all claims, loss, damage, charges or expense, to
which it or any of them may be put or subjected to the extent that they arise out of or
result from any willful or negligent act or actions, omission or failure to act on the part of
the Engineer, its contractors, its suppliers, anyone directly or indirectly employed by any
of them or anyone for whose acts or omissions any of them maybe liable in the
performance of the Services required by this Agreement.
ARTICLE_7-GENERAIdOONSMERATIONS
7.1 In the event any action is commenced to enforce or interpret any of the terms or conditions
of this Agreement the prevailing party shall, in addition to any costs and other relief, be
entitled to the recovery of its reasonable attorneys' fees.
7.2 Engineer shall not assign any of the Services required by this Agreement, except with the
prior written approval of City and in strict compliance with the terms, provisions and
conditions of this Agreement.
7.3 Engineer's key personnel for the Project are:
Principal in Charge: Mark E. Messersmith
Project Engineer: Vincent G. Kleppe
Engineer agrees that the key personnel shall be made available and assigned to the Project,
and that they shall not be replaced without concurrence from City.
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MENTONE ANENUE GROUNDWATER RECHARGE BASINS
Krieger& Stewart,Inc.
February 4, 1997
7.4 All documents, records, drawings, designs, costs estimates, electronic data files and
databases and other Project documents developed by the Engineer pursuant to this
Agreement shall become the property of City and shall be delivered to City upon
completion of the Services or upon the request of City after payment in full all monies due
the engineer. Any reuse of such documents for other projects and any use of incomplete
documents will be at City's sole risk.
7.5 Engineer is for all purposes an independent contractor. All personnel employed by
Engineer are for its account only, and in no event shall Engineer or any personnel retained
by it be deemed to have been employed by City or engaged by City for the account of or
on behalf of City.
7.6 Unless earlier terminated, as provided for below, this Agreement shall terminate upon
completion and acceptance by City of the Services.
7.7 This Agreement may be terminated by either party, without cause, by providing thirty (30)
days prior written notice to the other (delivered by certified mail, return receipt requested)
of intent to terminate.
7.8 If this Agreement is terminated by City, an adjustment to Engineer's compensation shall
be made, but (1) no amount shall be allowed for anticipated profit or unperformed
services, and (2) any payment due Engineer at the time of termination may be adjusted to
the extent of any additional costs to City occasioned by any default by Engineer.
7.9 Upon receipt of a termination notice, Engineer shall (1) promptly discontinue all services
affected, and (2) deliver or otherwise make available to City, copies (in both hard copy
and electronic form, where applicable), of any data, design calculations, drawings,
specifications, reports, estimates, summaries and such other information and materials as
may have been accumulated by Engineer in performing the Services required by this
Agreement.
7.10 Engineer shall maintain books and accounts of all Project related payroll costs and all
expenses. Such books shall be available at all reasonable times for examination by the City
at the office of Engineer.
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MENTONE AVENUE GROUNDWATER RECHARGE BASINS
Krieger& Stewart, Inc.
February 4, 1997
7.11 This Agreement, including the attachments incorporated herein by reference, represents
the entire agreement and understanding between the parties and any prior negotiations,
proposals or oral agreements are superseded by this Agreement. Any amendment to this
Agreement shall be in writing, approved by the City Council of City and signed by City
and Engineer.
7.12 This Agreement shall be governed by and construed in accordance with the laws of the
State of California.
IN WITNESS WHEREOF, duly authorized representatives of the City and Engineer have signed
in confirmation of this Agreement.
City of Redlands Krieger & Stewart, Incorporated
("City") ("Engine ")
� --- By.
SWEN LARSON OBERT A. dKRIEG R
Mayor President
By: '0"A cr`
MARK E. MESSERSMITH
Vice President / Secretary
Principal-in-Charge
ATTEST:
it Jerk, Lei ediands
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KQ1 E G E Q � (ST E WA Q-T
ENGINEERING SERVICES AGREEMENT
MENTONE AVENUE GROUNDWATER RECHARGE BASINS
ATTACHMENT A
SCOPE OF SERVICES
We propose to organize our services into the following components:
A. Initial Meeting with City Staff
B. Records Search
C. Preliminary Design Submittal
D. Review Meeting with City Staff
E. Design Survey(Horizontal and Vertical Control)
F. Base Construction Drawings
G. Preliminary Design(406/0)
H. Review Meeting(400/6)with City Staff
I. Submit Preliminary Drawings to Public Agencies
J. Easement Documents
K. Construction Drawings and Specifications (751/o)
L Review Meeting(75610)with City Staff
M. Construction Drawings and Specifications(951/6)
N. Review Meeting(95010)with City staff
O. Final Construction Drawings and Specifications
Each of the components are discussed in the following paragraphs:
A. Initial Meeting with City Staff
The project, including design criteria, will be discussed with City staff before Krieger &
Stewart begins providing services. A detailed project schedule and contract document
format will also be presented for City staff comments and/or approval. We will request that
the City furnish us with applicable materials at this meeting, particularly City facility
drawings and a preliminary title report for the City's property.
B. Records Search
The records search will consist of obtaining copies of all assessor's maps, records of survey,
tract maps, parcel maps, monument ties, benchmark data, and utility information which
pertain to the project. Utility information will include atlas sheets from Southern California
Gas Company, Southern California Edison Company, General Telephone, cable television
companies,and other affected utilities,
Kvmc,m Or (ST-EWAPT
C. Preliminary Design Submittal
We will prepare the preliminary design submittal prior to beginning any design surveying.
The submittal will consist of sketches and a letter report, and will address alternative
pipeline alignments and size, gravity flow versus pressurized flow, alternative Zanja
diversion structure and pump station locations, pumping unit requirements for various flow
rates, variable speed versus constant speed pumps and local controls for same, utilities,
right-of-way requirements, pond size and configuration, cost estimates, and recommended
project. Data for pipeline alignments and gravity=flow versus pressurized flow will be based
on topographic maps prepared by the San Bernardino County Flood Control District
(1"=200').
D. Review Meeting with City Staff
We will arrange a review meeting with City staff to review the preliminary design submittal.
The purpose of the meeting will be to review and obtain City comments/or approval
regarding the pipeline alignment, gravity flow versus pressurized flow, pipeline diameter,
Zarja diversion structure and pump station locations, pumping unit requirements, pond
configuration, and right-of-way requirements.
E. Design Survey(Horizontal and Vertical Control)
We propose to use aerial photogrammetry for the project. The design survey will consist of
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locating existing survey monuments along the pipeline alignment, locating property comers
for the City's property, and setting aerial targets at said monuments. If property comers do
not exist, then we will set the aerial targets at the approximate property comers. We have
assumed the City will provide a legal description for the site. Each target will be elevated
and the vertical control will be tied to existing benchmarks to ensure vertical closure. In
addition,all water valves, utility vaults, and other visible facilities will be painted for ease in
photo identi4ing same. We assume the City will locate and paint all existing City facilities
prior to our beginning the design survey.
If coordinated monuments are available near the alignment, we will tie our survey to said
coordinates to ensure horizontal closure. If coordinated monuments are not available, we
will either complete a traverse or, if sufficient record distances are available, compare our
measured distances to record distances,again to ensure reasonable horizontal closure,
F. Base Construction Drawings
Aero Tech Surveys will provide Krieger & Stewart with aerial topographic data for the
project site in a digital AutoCAD Version 13 format. The base construction drauings for
both the pond site and pipeline alignment will be prepared on 24" x 36" mylar sheets with
standard City title block at a horizontal scale of I" equals 40'with F contours.
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c, v- (ST E NXIA QT
Required signature blocks, existing improvements (including pavement limits, curb, gutter,
sidewalks, fences, landscaping, storm drains, mail boxes, and utilities), property lines,
public and private nights-of-way, street centerlines, and survey data will be added to
complete the base construction drawing. After the base construction drawings are
completed, the project engineer will field review the project site to ensure that existing
conditions are correctly represented.
When the base construction drawings are complete, a Krieger & Stewart design review
committee will review project components and conditions, and provide comments regarding
design criteria and critical design factors. Said committee will be composed of registered
engineers who have expertise pertinent to project details.
G. Preliminary Design(40%)
After completion of the base construction drawings, we will prepare the preliminary design
consisting of a preliminary grading plan for the percolation ponds, preliminary pipeline
alignment, and a preliminary pump station configuration(if a pump station is required).
The preliminary grading plan will include dimensions and elevations for each of the
proposed percolation ponds and berms, a typical section of the entire site, and preliminary
earthwork calculations. Based upon existing right-of-way, proposed easements, existing
utilities, and existing improvements the preliminary pipeline alignment will be determined.
The preliminary configuration for the pump station (if required) will include property lines,
pump station location, electrical equipment location, fence and gate locations, site piping,
and details for the Zanja connection. Preliminary design will also include the pumping unit
selection.
H. Review Meeting(40%)with City Staff
We will arrange a review meeting with City staff to review the preliminary design. Prior to
the meeting, we will provide City staff with copies of preliminary construction drawings
showing the preliminary grading plan, preliminary pipeline alignment, and preliminary
pump station configuration, The purpose of this meeting will be to review and obtain
comments and/or approval regarding the preliminary design.
1. Submit Preliminary Drawings to Public Agencies
A permit will be required from the County of San Bernardino Department of Transportation
and Flood Control for work to be performed in Mentone Avenue and a permit may be
required from Caltrans due to the proximity of the project to Mill Creek Road. As soon as
the preliminary construction drawings are approved by City staff, we will submit days to the
County and Caltrans for review and comments.
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KQIEGEV- (,W (STEWAQT
In addition, if a pump station is required, we will submit preliminary construction drawings
and proposed motor starting characteristics to SCE for approval of the type, size, and
location of the electrical service.
I Easement Documents
We will prepare draft easement documents (legal descriptions and plats) for the pipeline
alignment and pump station based on litigation guarantees furnished by the City. The draft
easement documents will be submitted for City staffs review and comments. Once we
receive the City's comments on the draft easement documents, we will finalize the easement
documents and submit them to City staff for right-of-way acquisition. For our proposal, we
have assumed two (2) easement documents will be required for the pipeline and one (1)
easement document(or grant deed)will be required for the pump station.
K. Construction Drawings and Specifications (75%)
We anticipate that the construction drawings will consist of eight sheets as follows:
I Cover Sheet
The cover sheet will include project title, vicinity map, location map, signatures,
and an 'index to sheets.
2. Construction Note Sheet
The construction note sheet will address permits, site preparation (including
clearing and grubbing), excavation requirements, embankment requirements
(including compaction requirements for berms), pipe 'installation and backfill
requirements, pipeline and pumping unit testing requirements, electrical equipment
requirements,and final paving requirements.
3. Site Gradiny,Plan
The site grading plan will consist of one sheet. The site grading plan will show all
existing improvements and utilities(all based on survey data, record maps,and field
reviews), adjacent street centerline control, topographic data, dimensions and
elevations for the bottom of each of the ponds, dimensions and elevations for each
of the berms, slopes for each of the berms, spillway between ponds, supply pipeline,
site access, site fencing, and landscaping. It is our understanding that landscaping
will consist of perimeter landscaping with drip irrigation and hydroseeding of
berms. For our proposal, we have assumed City forces will provide landscaping
and drip irrigation work and the construction drawings will indicate locations for
the hydroseeding(specifications will indicate seed mix and application of same).
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KpiEcEQ � (STEWAO-T
4- Site Detail Sheet
The site detail sheet will consist of one sheet and will 'include the discharge outlet
and splash pad, spillway details, and section view of the percolation ponds.
5. Pipeline Plan Sheet
The pipeline plan sheet will consist of one sheet. The pipeline plan will show all
existing improvements and utilities (all based on survey data,record maps, and field
reviews), street centerline control, property lines (where dedicated public right-of-
way does not exist), temporary and permanent construction easements, topographic
data, proposed pipeline location, pipeline appurtenances (air valves, control valves,
and blowoffs).
If the pumping station is not required, then the construction drawings for the
pipeline will consist of two plan and profile sheets. The profile portion of the
drawings will show existing and proposed ground surface elevations over the
centerline of the proposed pipeline, pipeline flowline elevations, pipeline slopes,
utility crossings, and pipeline appurtenances.
6. Pumping Station Sheets
The pumping station drawings will consist of three sheets. The pump station sheets
will include a site plan, (showing property lines and proposed fence locations),
Zanja diversion details, , and pump station details (structural, mechanical,electrical
and civil construction details). For our proposal, we have assumed the pumping
units will be outdoors without an enclosure, telemetry will not be required, and
electrical components will *include a transformer, meter section, switchgear, and
controls. The pumping unit performance characteristics will be specified based on
our hydraulic analysis, I
The construction specifications will be prepared using the City's standard fort-nat. We will
prepare bid sheets,special conditions, special provisions, and provide any required technical
specifications.
L. Review Meeting(75%)With City Staff
Upon completion of the construction drawings and specifications, we will arrange a meeting
with City staff to review and obtain approval and/or comments regarding same. One week
prior to said meeting, we will submit copies of the construction drawings, and
specifications, and a preliminary engineer's estimate for City review. At this meeting we
envision reviewing in detail with City staff all construction drawings, construction notes,
and specifications.
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M. Construction Drawings and Specifications(95%
Based on City staff comments from the 75%design review inecting, the 95%construction
drawings and specifications will be prepared and a detailed. engineer's estimate will be
prepared,
N. Review Meeting(95%)With City Staff
Upon completion of the construction drawings and specifications,we vviU arrange a meeting
with City staff to review and obtain approval and/or comments regard' week
prior to said meeting, we will submit copies of the construction drawings, specifications,
and engineers estimate for City review, At this;meeting we envision deal in detail all
City staff comments.
0. Fund Construction Drawings and Specifications
Based on City staff comments from the 5% design review meeting,the final construction
drawings and specifications will be completed, {ince the final construction drawings,
,
specificabons, and engineer's estimate are completed, We will furnish the City with the
original (wet signed and stamped) construction'drawing mylars, a computer disk copy of
same,and a 'master set of specifications,
I. Compliance with Strum Water Pollution Control Requirements
Sim the project involves less than five acres of ground surface disturbance,it is not subject
to the requirements of the State General NPDES permit No. CAS000002 for Storm Water
Discharges Associated With Construction:Activity(Permit),
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ENGINEERING SERVICES AGREEMENT
MENTONE AVENUE GROUNDWATER RECHARGE BASINS
ATTACHMENT B
PROJECT SCHEDULE
WEEK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
WEEK ENDING 3/1/97 3/8 3/15 3/22 3/29 4/5 4/12 4/19 4/26 5/3 5/10 5/17 5Y24 5/31 6!7 6/14 6121 6/28 7/5 7/12
SERVICE COMPONENTS
A, INITIAL MEETING WITH CITY STAFF
B. RECORDS SEARCH
C. PRELIMINARY DESIGN SUBMITTAL
D, REVIEW MEETING WITH CITY STAFF
E. DESIGN SURVEY
F. BASE CONSTRUCTION DRAWINGS
G. PRELIMINARY DESIGN(40%)
H. REVIEW MEETING(40%)WITH CITY STAFF
L SUBMIT PRELIMINARY DRAWINGS TO
PUBLIC AGENCIES
J. EASEMENT DOCUMENTS
K. CONSTRUCTION DRAWINGS AND SPECS(75%)
L REVIEW MEETING(75%)WITH CITY STAFF
M. CONSTRUCTION DRAWINGS AND SPECS(95%)
N. REVIEW MEETING(95%)WITH CITY STAFF
O FINAL CONSTRUCTION DRAWINGS AND SPECS
VGKAKF
48P18T8L.XLSIStwW 3
WSW
ENGINEERING SERVICES AGREEMENT
MENTONE AVENUE GROUNDWATER RECHARGE BASINS
ATTACHMENT C
PROJECT FEE
PRINCIPAL PROJECT CAM SURVEY OUTSIDE
IN CHARGE(1) ENGINEER(2) SERVICES(3) CLERICAL(4) PARTY(6) SERVICES
COMPONENT HOURS $ HOURS t HOURS S HOURS HOURS TOTAL
X INITIAL MEETING WITH CITY STAFF 2 220 2 156 376
B. RECORDS SEARCH 20 1,560 1,560
C. PRELIMINARY DESIGN SUBMITTAL 12 1,320 30 2,340 6 414 12 480 4,554
D. REVIEW MEETING WITH CITY STAFF 2 220 2 156 - 376
E. DESIGN SURVEY(HORIZONTAL AND
VERTICAL CONTROL) 20 1,560 12 1,896 3,456
F. BASE CONSTRUCTION DRAWINGS 24 1,872 72 4,968 3,000 9,840
G. PRELIMINARY DESIGN(40%) 24 2,640 72 5,616 24 1,656 9,912
H. REVIEW MEETING(40%)WITH CITY STAFF 2 220 2 156 376
1. SUBMIT PRELIMINARY DRAWINGS TO
PUBLIC AGENCIES 4 312 12 828 6 240 1,380
J. EASEMENT DOCUMENTS(7) 12 1,320 24 1,872 12 828 12 480 4,500
K. CONSTRUCTION DRAWINGS AND SPECS(75%) 24 2,640 80 6,240 50 3,450 24 960 13,290
L. REVIEW MEETING(75%)WITH CITY STAFF 2 220 2 156 376
M. CONSTRUCTION DRAWINGS AND SPECS(95%) 12 1,320 20 1,560 20 1,380 12 480 4,740
N. REVIEW MEETING(95%)WITH CITY STAFF 2 220 2 156 376
O. FINAL CONSTRUCTION DRAWINGS AND SPECS 6 660 12 936 12 828 8 320 2,744
TOTAL: 100 $ 11,000 316 $ 24,648 208 $ 14,352 74 2,960 12 1,896 3,000 57,856
REIMBURSABLES @ 5%: 2,893
(1) PRINCIPAL ENGINEER $110 /HR
(2) PROJECT ENGINEER @ $78 /HR TOTAL: 60,749
(3) CHIEF OPERATOR Q $% /HR
(4) SENIOR SECRETARY @ $40 /HR TOTAL ROUNDED: S 60,700
(5) SURVEY PARTY @ $158 tHR
(6) AERO TECH SURVEYS
(7) ASSUMING 3 EASEMENT DOCUMENTS REQUIRED
VGKJkf
C000/48P18TBL.XLS/Sheet 1
2/19197
T ENV T
ENGINEERING SERVICES AGREEMENT
MENTONE AVENUE GROUNDWATER RECHARGE BASINS
ATTACHMENT D
FEESCHEDULE
96/97
RATES
CLASSIFICATION $/Hr.
Forensic Services(4 hr. minimum)
Senior Expert Witness
Testimony 200,00
Investigation 155.00
Associate Expert Witness
Testimony 155.00
Investigation 130.00
Engineering Services
Consulting Engineer 130.00
Principal Engineer 110.00
Senior Engineer 99.00
Associate Engineer 89.00
Staff Engineer 1 78.00
Staff Engineer 11 67.00
Staff Engineer 111 57.00
Surveying Services
Principal Surveyor 110.00
Senior Surveyor 99.00
Associate Surveyor 89.00
Staff Surveyor 1 78.00
Staff Surveyor 11 67.00
Staff Surveyor 111 57.00
3 Man Crew with Survey Truck(including mileage)and Standard Equipment or
I —
2 Man Crew with Robotic Equipment 198.00
2 Man Crew with Survey Truck(including mileage)and Standard Equipment or
I Man Crew with Robotic Equipment 160.00
Geologic Services
Principal Geologist 110.00
Senior Geologist 99.00
Associate Geologist 89,00
Staff Geologist 1 78,00
Staff Geologist 11 67.00
Staff Geologist 111 57,00
En-firomnental Services
Senior Specialist 89.00
Associate Specialist 78,00
Staff Specialist 1 67.00
Staff Specialist 11 57.00
Staff Specialist 111 47.00
Page I of 2
r c,E T E NVA-QT
Automated Design Services
Operations Supervisor 71,00
Chief Operator 69.00
Senior Operator 64.00
Staff Operator 1 WOO
Staff Operator 11 56.00
Staff Operator 111 52,00
Construction Services
Resident Engineer 77.00
Senior Inspector 54.00
Staff Inspector 1 50.00
Staff Inspector 11 46.00
Staff Inspector 111 42.00
Support and Technical Services
Senior Secretary 40.00
Staff Secretary 1 38.00
Staff Secretary 11 36.00
Staff Technician 47.00
Utility Technician 36.00
Utility Clerk 30.00
Outside Services
Special Consultants and Purchased Services cost+ 15%
Reimbursable Expenses
Vehicle Mileage(excluding survey trucks) 0.40/Mile
Air Fare,Ground Fare, Parking,and Subsistence Cost
Copies,Prints,Telephone,Delivery,and Sundry Charges Cost
The above rates are subject to change on or about July I each year due to salary and cost increases.
TERMS�0MENT: NOT"PLICABLE--Ao-
1 tSly
Unless charge accommodation have_been established beforehand ccounts shall be prepaid. For
accounts having charge accommodations, -- nt in full s made within 25 days of date of invoice'
Any amount unpaid within said 25 days will be-as a service charge of 1 1/2%per month(19%annual
percentage rate),with a minimum c x,00, Acccoun ilka past due balncc of 25 or more days
are subject, without notice, to I discontinuance and mechanic's`Iien-or stop notice. If it becomes
necessary for Krie e teNvart to instigate legal proceedings for the colleci0 r balance due, the
action s rou lit and tried in the Judicial Districts wherein Krieger & Stewart o e located.
HC i agrees that the court may award reasonable attorney's fees and costs of suit to the prevailing pa , I
C5540,197-FEES 9607
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