HomeMy WebLinkAbout89-0328 HLR Inc. and JKL Consulting HAMPTON ROBERT E. LENZINI, P.E. - PRES.
B LENZINI AND RICHARD L.NORMAN A EEHTPO.E. PSEC,I.R,L,S. V. PRES.
H. DAVID NEWKIRK, P.E. - TREAS.
RENWICK, INC. HERBERT H. RENWICK, SR. P.E.
• CIVIL ENGINEERS •
March 28 , 1989 Ecrgirly )
J
Mr. Melford A. Dahl, P.E. MAR 301989
Public Works Director
City of Elgin CITY OF ELGIN
150 Dexter Court
Elgin, Illinois 60120-5555 ENGINEERING DEPT.
Re: Pipe Culvert Located at
Highland Avenue and the
Randall Road Tributary
to Tyler Creek
Dear Mr. Dahl:
We prepared this letter to serve as the agreement
between the City of Elgin, our firm and our subconsultant,
JKL Consulting Civil Engineers, Ltd. for engineering ser-
vices requested relative to the hydraulic study required
to properly size the pipe culvert under Highland Avenue
at the crossing of the Randall Road Tributary to Tyler
Creek.
The services we are to provide are as follows:
1. Take cross sections of the Randall Road
tributary from 100 feet east of Lyle
Avenue to 2 , 000 feet south of Highland
Avenue. Cross sections will be taken to
an elevation above the 100-year flood
profile indicated for the tributary in
the flood insurance study furnished by
the City. All cross sections are to be
tied to a traverse in the vicinity of
the tributary and would be randomly
spaced depending on the tributary con-
figuration.
2 . Profiles will be taken on Lyle Avenue and
Highland Avenue to determine overtopping
parameters . In addition, culverts under
each facility at the tributary location
will be sized and have inverts determined.
380 SHEPARD DRIVE, ELGIN, IL 60123-7010 (312) 697-6700
Mr. Melford A. Dahl, P.E.
March 28 , 1989
Page 2
3 . Using the HEC II computer program, the
flows from the FEMA study and the new
data for the area of concern will be
input to develop a 100-year storm pro-
file with existing conditions. This
profile will be compared to the FEMA
study profile to determine what, if any,
problems exist.
4 . If the culvert at Highland is creating
a higher backwater than the FEMA study
indicates, the culvert will be resized
to provide an opening that will trans-
port the 100-year storm so as to approx-
imate the profile shown in the FEMA
study.
5. If an increased flow is required at
Highland, the 100-year flood profile
between Lyle and Highland will be de-
termined to ascertain potential prob-
lems in the area due to the increased
flow.
6 . The elevations determined during the
cross section stage of our services
will be utilized to prepare a compu-
terized contour map of the area. A
plot of the area that will be flooded
during the 100-year event can then be
prepared based on the City' s decision
relative to the culvert replacement
at Highland Avenue.
For the engineering services provided by our firm,
we will be compensated at the hourly rates set forth
below for the actual time our employees are utilized in
providing the services. Said rates include overhead and
burden cost plus profit. Other out-of-pocket expenses
we incur will be reimbursed at our actual cost.
Mr. Melford A. Dahl, P.E.
March 28 , 1989
Page 3
Grade Classification (8802)
of Employee Hourly Rate
Senior Engineer $65 . 00
Engineer IV 58. 60
Engineer III 45. 25
Engineer II 40 . 60
Engineer I 34 . 80
Land Surveyor 54. 95
Technician V 41. 45
Technician IV 37 . 70
Technician III 32 . 60
Technician II 26. 10
Technician I 23 . 90
Clerical 29 .75
Accounting 37 . 70
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Services provided by Roger Lockwood of JKL Consult-
ing Civil Engineers, Ltd. will be compensated at the hour-
ly rate of $50 . 00 per hour. The charges for these services
will be included as part of our invoice and be verified
by providing invoices we receive from JKL Consulting Civil
Engineers.
We further agree that the cost for the above engi-
neering services provided by Hampton, Lenzini and Renwick,
Inc. and JKL Consulting Civil Engineers, Ltd. will not
exceed $11,000. 00 .
Invoices for work completed will be submitted on a
monthly basis with payment being within 30 days of date
of invoice.
We further certify that our firm and its principals
have not been barred from signing this agreement as a re-
sult of a violation of Sections 33E-3 and 33E-4 of the
Criminal Code of 1961 (Chapter 38 of the Illinois Revised
Statutes) .
Mr. Melford A. Dahl, P.E.
March 28 , 1989
Page 4
If this agreement meets with the City' s approval,
please have the proper City officials sign and date same
below where indicated and return one copy for our file.
If you have questions on any of the above, please call
the undersigned at our office.
Yours truly,
HAMPTON, LENZINI AND RENWICK, INC.
By: )1,i / . .
R.E. Lenzini, P.E.
President
REL:dlh
enclosure
***********************************************************
ACCEPTANCE
The terms and conditions of this letter agreement
are hereby accepted by the City of Elgin for the engineer-
ing services set forth above.
By -- ell (71F9
�` �J/f `/ Date
T i " /r' /11,1/4 !` eZ
ATTEST:
By Litect ..c.R___)44.,eurAticaRk,
Title L"/Ty L&564(
(SEAL)