HomeMy WebLinkAboutKoebig & Koebig, Inc - 1967-08-23him
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ORIGINAL COPY
for mailer File
ML%i RE RETURNED
To CO CLERK
OEBIG i' OEBIG' INC. FNDINEEFIINC • ARCHiTECi'URE • PLANNING
1053 SUNSET BCULEVARD POST OFFICE BOAC B71
LOS ANGELES, CALIF. 90053 • 213/525-3152
11. G. sPtNCEN
CHAIRMAN Of THE YOARD
E. H. GRAKAM, JR.
►RE•ID%NT
August 18, 1967
A J. THEROUX
EIIECUT:V9 :ICE FRE11I0EN7
L. H. E!EWPORT
VITA f-qEL'DEVT
City of Huntington Beach
Harbors and Beaches Department
P. O. Box 190
Huntington Beach, California
Attention Mr. Vincent G. Moorhouse, director
Gentlemen:
PROPOSAL FOR HUNTI NGTON BEACH FIER STUDY
in accordance with your recent discussions with Mr. Rodney P. Lundin of our office
relative to the proposed inspection and structural analysis of the Huntington Beach
pier, we are pleased to present this proposal for engineering services.
It is understood that the City of Huntingtw Beach desires to conduct a study in sufficient
detail to detarmine the structural adequacy of the Municipal Pier and make recommendo -
tions for remedial work if fouled necessary. We propose °�o conduct a study in accordance
with the following scope of work, which we feel will provide the necessary information
for the City to determine the rwxt course of action.
'COPE OF WORK
Field in�atlon
An inspection) party consisting of an engineer and j; lief diver, furnished by Koebig &
Korbig, in conjunction with two SCUBA divers and a boat "rotor furnished by the
City of Huntington PAwch, will conduct the Investigation o`r the pier structure from a bast
also to be furnished by the City of Huntington Beach. The timber piling at the outer and
of the pier instolled in 1940 wiil be visually Inspected; the diameter of approximately
1/3 of the piling will be measured .at the raud line; core samples obtained with r Swedish
Incre"nt Barer will be o4alned from approximately 10 to 15% of the piling; and a
:action to be used in testing will be obtained from a pile no longer usable.
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City of Huntington Beach
August le, 1967
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! At least six of the concrete piles landward of the timber portion of the pier will be
cored for laboratory analysis.
The superstructure of the outfr portion reconstructed with timber in 1940 will be irves
tigated for structural integOty and sour dress of materials.
At least six core samples will be taken from the concrete pile cops landward of the
timber portion c, Ole plur.
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t It is understood that a majoiii portion of the superstructure of this portion of the piar was
roploced in 1949 and therefore only e superficial investigotion will be made concurrent
with other operations.
Laboratory Analysis
The timber pile core samples w-'Il be analyzed to determine Creosote penetration and
evidence of marine organisnis. In addition;, microscopic examination of the pile interinr
will be performed to check soundness. Samples cut from the section of ni!;lig removed
! will be subjecrpv to cornprossio n tests.
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The concrete core samples taken will be tested to determine the strength of the concrete.
:Structural Analysis
A structural analysis will be conducted to determine the land carrying capacity of the
piling and its relationship to t1he ability of the superstructure to transfer loads to the
Piling.
Remed is l Work
Rgeommendartions for rwnedla! work will be presented biased upon the findingi of the
field investigation and the results of the structural cnalysis.
Est Irria to
A prilimirwry constriction cost estimate will be pr•,pard In accarydonce with the recarn-
mindations prominted for remedial warts.
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City of Huntington I1each
August 18, 1967
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Written Re ,rt
Ten copies of a fiiwl report captain?ng written material, calculations;, labriratory analysis,
estimate, and a p.vIiminary plan will he sulmnitted upon completion of thj work.
PAYAMISIT FOR SERVICES
It is rjroW.Aed i-hat the above iterns of work be raimb:Jrsed in acc(%rds4nce with the followin,j
fee scividule:
Registered Engineer or Axchitect $20X-J par ncur
.';rnior Designer $17.00 per hour
Designer $14.00 per hour
Draftsman $11.C'01 per hour
Clerical $ 7.00 per hour
Necessary autom*ile travel shall be reirriburaed at the rate of
$.10 per mile aix: riaproved subcontracts shall be reimbursed at
actual cost ;plus 15% for admisiistrative services.
Pavment for the ahv,re items of work shall be made in accordonce with monthly b0lings.
It is recommended that c maximum figure of $7,500 be established, whic', is not to be
exceeded without prior authorization from the City of Huntington Beach.
We are in a prAitlon to proceed immediately on this study and barring unforeseen weather
condition!, could present the written report approximately eio!ht weeks after notice to
,xoceed. representatives of Koebig & Kcebig would be happy to discuss this proposal
in detail at your convenionca.
In the event this proposal is acceptable to the City of Huntingtm mach, kindly sign
the origirjl and one copy in the indicated space and esturn for our flies.
Very truly yours,
►r�.rCAI
Exec ve VIce President
CITY OF HUNTINGTON BEACH
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