6660 Street ImproementsCONSOLIDATED-SALINA
I ORDINANCE NUMBER
(Published in The Salina Journal 1 , 1962)
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AN ORDINANCE ratifying and confirming a contract with the 0. D. Wilmoth Construction
Company for the construction of certain improvements on certain streets in the City of
Salina, Kansas, and providing for the issuance of temporary notes to pay the cost thereof
pending the issuance and sale of bonds.
BE IT ORDAINED by the Board of Commissioners of the City of Salina, Kansas:
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I Section 1. That the acceptance by the City of Salina, Kansas, of the proposal of the
0. D. Wilmoth Construction Company hereinafter referred to as the "Contractor" as submitted
to the Board of Commissioners on October 2, 1962, which is hereby found to be the lowest
and best bid for such work, and the contract awarded by the Board of Commissioners of the
City of Salina, to said contractor and signed on behalf of the City by its Mayor on October
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93 1962 for the construction of certain public improvements in the City of Salina, Kansas,
I to -wit:
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The paving and grading of Claflin Avenue with concrete (Twenty-eight
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(28) feet wide from toe of gutter to toe of gutter) from the east line
of Eleventh Street to the west line of Ninth Street, the same being an
intervening connecting street.
The paving and grading of Claflin Avenue with concrete (Twenty-eight
(28) feet wide from toe of gutter to toe of gutter) from the east line
of Rush Street to the west line of Pershing Street, the same being an
intervening connecting street.
The curbing, guttering, paving and grading of Connecticut Avenue with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the north line of Iron Avenue to the south line of Johnstown
Avenue.
The curbing, guttering, paving and grading of Chicago Street with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the south line of Walnut Street to the south line of Spruce
Street.
The curbing and guttering on the south side and the paving of Euclid
Avenue with concrete (Thirty (30) feet wide from back of curb to back
of curb) from the west line of Fifth Street to the east line of Ninth
Street, the same being an intervening connecting street.
The curbing, guttering, paving and grading of Fourth Street with 8 inch
asphalt (Thirty-one (31) feet wide from toe of slab to back of curb)
on the west side of tracks, from the south line of Beloit Avenue to the
north line of Minneapolis Avenue.
The curbing, guttering, paving and grading of Greeley Avenue with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the west side of Ohio Street to the east bank of the Smoky
Hill River.
The paving and grading of Johnstown Avenue with concrete (Twenty-eight
(28) feet wide from toe of gutter to toe of gutter) from the east line
of Connecticut Avenue to the east line of Delaware Avenue, the same
being an intervening connecting street.
The paving and grading of Johnstown Avenue with concrete (Twenty-eight
(28) feet wide from toe of gutter to toe of gutter) from the east line
of Ohio Street to the east line of Connecticut Avenue, the same being
an intervening connecting street.
The paving and grading of Johnstown Avenue with concrete (Thirty-two
(32) feet wide from toe of gutter to toe of gutter) from the east
line of Oakdale Avenue to the east line of Penn Avenue, the same being
an intervening connecting street.
CONSOLIDATED-SALINA
The paving and grading of Johnstown Avenue with concrete (Thirty-two
(32) feet wide from toe of gutter to toe of gutter) from the east line
of Front Street to the west line of Oakdale Avenue, the same being an
intervening connecting street.
The paving and grading of Leslie Avenue with concrete (Thirty-three
(33) feet wide from back of curb to back of curb) from the east line
of Fourth Street to the east line of the Union Pacific Railroad right-
of-way.
ight-of-way.
The curbing, guttering, paving and grading of Neal Avenue with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the west right-of-way of the Union Pacific Railroad to a
point 200 feet east of the east right -of -wap of said railroad.
The curbing, guttering, paving and grading of Stapler Avenue with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the east line of Michigan Avenue to the east line of Indiana
Avenue, the same being an intervening connecting street.
The paving and grading of Seventh Street with concrete (Thirty-three
(33) feet wide from back of curb to back of curb) from the north line
of Lincoln Avenue to the south line of Decatur Street.
The curbing, guttering, paving and grading of Spruce Street with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the east line of Chicago Street to the west line of Clark
Street.
The curbing, guttering, paving and grading of Third Street with
concrete (Thirty-three (33) feet wide from back of curb to back of
curb) from the north line of Lamar Street to the south line of Wilson
Street.
The curbing, guttering, paving and grading of Westchester Drive with
8 inch asphalt (Thirty-three (33) feet wide from back of curb to back
of curb) from the east line of Berkshire Drive to the east line of Ohio
Street.
The curbing, guttering, paving and grading of Poplar Street with concrete
(Thirty-three (33) feet wide from back of curb to back of curb) from
the east line of Ohio Street to the west line of Riverside Drive.
The curbing, guttering, paving and grading of Sietz Drive with concrete
(Thirty-three (33) feet wide from back of curb to back of curb) from
the north line of Melrose Lane to the west line of Eastborough Road.
The curbing, guttering of the east side of Third Street and the paving
with concrete ( Twenty-eight ( 28 ) feet wide from edge of curb to edge of
curb) from the north side of Walnut Street to the south bank of Smoky
Hill River.
The paving and grading of Wisconsin Avenue with concrete (Twenty-two
(22) feet wide) from the south line of Gypsum Avenue to the north line
of Glennifer Hill Drive, and the paving and grading with concrete
(Twenty-two (22) feet wide) from the south line of Wisconsin Avenue to
the east line of Greeley Avenue, the same being an intervening connecting
street.
at and for the unit price for said work contained in said proposal, which proposal and
contract are hereby referred to and made parts of this ordinance, be and the same is hereby
ratified and confirmed, said proposal being within the estimated cost of said improvements
as shown by the sworn estimates of the City Engineer on file in the Office of the City
plans and specifications therefore prepared by the City Engineer on file in the Office of
the City Clerk and in accordance with the proposal of said contractor and under the terms
of said contract, all of which are hereby referred to and made a part of this ordinance.
Clerk, which
estimates
are hereby referred to and
made
a part of
this
ordinance.
Section
2. Said
improvements shall be built
and
constructed
in
accordance with the
plans and specifications therefore prepared by the City Engineer on file in the Office of
the City Clerk and in accordance with the proposal of said contractor and under the terms
of said contract, all of which are hereby referred to and made a part of this ordinance.
CONSOLIDATED -SALIVA
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Section 3, That temporary notes signed by the Mayor and attest by the City Clerk be
issued from time to time as the work progresses in the manner and form as required by law,
the total amount thereof not to exceed the amount of $230,197.00 for such work, such notes
to bear interest not to exceed 5 per cent per annum and to mature not later than December
1, 19642 and to be issued in such amounts and at such times as money for the payment of the
cost of such notes being issued to said contractor and to be redeemed and cancelled at the
time that permanent bonds are issued in lieu thereof.
Section 4. That this ordinance shall take effect and be in full force from and after
its adoption and publication once in the official city paper.
Introduced: October 2, 1962
Passed: October 9, 1962
(SEAL)
Attest:
City Clerk
Mayor