HomeMy WebLinkAbout1971-06-01; City Council; Resolution 1863RESOLUTION No. 1863
A RESOLUTION OF THE CITY COUNCIL FOR THE CITY
OF CARLSBAD ESTABLISHING CHARGES FOR INSTALLATION
OF SEWER LATERALS.
WHEREAS, present charges for the installation of sewer
laterals are based upon a schedule which was adopted by the
City Council in October of 1958, and
WHEREAS, costs of labor and materials have risen sub-
stantially since 1958,
NOW, THEREFORE, BE IT RESOLVED that the attached schedule
entitled "SEWER LATERAL CHARGE SUMMARY DATED JUNE, 1971" shall
hereafter be used as the basis for such charges by the City of
Carlsbad.
PASSED, APPROVED, AND ADOPTED at a meeting of the City
Council of the City of Carlsbad, held June 1, 1971
1971, by the following vote, to wit:
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AYES: Councilmen Dunne, McComas, Jardine, Castro and Lewis.
NOES : None
ABSENT: None
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City of Carlsbad, California
ATTEST :
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June, 1971
SEWER LATERAL CHARGE SUMMARY
A. FOUR INCH (4") VITRIFIED CLAY PIPE SEGlER (Plastisol Joint):
1. Unsurfaced street with a maximum depth of ten feet (10') at main and maximum horizontal run of thirty feet (30') --- $195
2. Curb and gutter and sidewalks with same maximum depth and length as in Item one - $195 - plus 10% for resurfacing--$215
3. Three Dollars ($3.00) per foot over and above ten feet (10') deep at the main.
4. Four Dollars ($4.00) per foot over and above thirty feet (30') in horizontal length.
5. In computing an excessive depth and excessive length sewer lateral charge, the total length over 30' charge and the total depth over 10' charge is added to the base charge of $195 and then 10% of this total is added for the total sewer lateral charge.
B. SIX INCH (6") VITRIFIED CLAY PIPE SEWER (Plastisol Joint):
1. Unsurfaced street with a maximum depth of ten feet (10')
2. Curb and gutter and sidewalks with same maximum depth
at main and maximum horizontal run of thirty feet (30')-- $230
and length as in Item one - $230 - plus 10% for re-
3. Three Dollars ($3.00) per foot over and above ten feet
4. Five Dollars ($5.00) per foot and above thirty feet (30')
$255 surfacing for a total of ................................
(10') deep at the main.
in horizontal run.
5. Incomputing an excessive depth and excessive length sewer lateral charge, the total length over 30' charge and the total depth over 10' charge is added to the base charge of $230, and then 10% of this total is added for the total sewer lateral charge.
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