HomeMy WebLinkAboutRES NO 132-90R~SOLUTION NO. 132-90
RIgSOLUTION DETERMINING TOUNDERTAKE PROCEEDINGS
PURSUANT TO SPECIAL ASSESSMENT AND ASSESSMENT
BOND ACT FOR THE CONSTRUCTION AND ACQUISITION
OF IMPROVEMENTS WITHOUT PROCEEDINGS UNDER
DIVISION 4 OF THE STREETS AND HIGHWAYS CODE
CITY OF BAKERSFIELD
ASSESSMENT DISTRICT NO. 90-1
(JEWETTA TRUNK SEMER/CALLOWAY CANAL RELOCATION)
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
THE CITY OF BAKERSFIELD as follows:
WHEREAS, all of the owners of more than 60% in area of
the property subject to assessment therefor have signed and filed
with the City Clerk of the City of Bakersfield a written petition
for the improvements meeting the requirements of Section 2804.5
of the Streets and Highways Code of the State of California, as
applicable, and for undertaking proceedings pursuant to special
assessment and assessment bond acts, and to assess the costs
thereof upon the properties benefited, and waiving proceedings
under Division 4 of the Streets and Highways Code, for the
construction and acquisition of improvements set forth in
Exhibit "A" attached hereto and by reference incorporated
herein; and
WHEREAS, the
costs and expenses of said contemplated
improvements are to be chargeable upon an assessment district,
the exterior boundaries of which are the coterminous exterior
boundaries of the composite and consolidated area shown on the
map thereof on file in the office of the City Clerk to which
reference is hereby made for further particulars; and
WHEREAS,
served by the taklng of said proceedings.
NOW, THEREFORE, IT IS HEREBY
ORDERED AS FOLLOWS:
1. That all of the owners of more than 60% in area of
the property subject to assessment for the construction and
acquisition of improvements described in Exhibit "A," have signed
and filed with the City Clerk of this City a written petition for
the construction and acquisition of improvements pursuant to
appropriate special assessment and assessment bond acts, without
further compliance with the provisions of Division 4 of the
the public interest and convenience will be
FOUND, DETERMINED AND
Streets and Highways Code.
2. That one of the owners who signed said petition
owns more than 40 percent in area of the territory to be
assessed and that the other signatories of said petition own 50
percent or more in area of the remaining territory to be
assessed.
3. That said proceedings for the construction and
acquisition of said improvements shall be had pursuant to the
Municipal Improvement Act of 1913 and the bonds upon the unpaid
assessments thereof shall be issued pursuant to the Improvement
Bond Act of 1915.
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4. That the provisions of Division 4 of the
and Highways Code be, and they are hereby, dispensed with.
I HEREBY CERTIFY that the foregoing
passed and adopted by the Council of
regular meeting tlhereof held on the
by the following vote:
AYES:
NOES:
ABSENT:
ABSTENTIONS:
Streets
Resolution was
the City of Bakersfield at a
19th day of September, 1990,
COUNCILMEMBERS: Peterson, Edwards, DeMond, Smith, Brunni,
McDermott, Salvaggio
COUNC I LMEMBE RS: None
COUNCILMEMBERS: None
COUNCILMEMBERS: None
Clerk of the Council of the
City of Bakersfield
AP~ROigE~his 19th day of September,
1990:
APPROVED as to form:
CITY ATTORNEY of the
Bakersfield
of
700370DA.RSl
EXHIBIT "A"
GENEb:AL DESCRIPTION OF WORK AND ACQUISITIONS
PROPOSED
CITY OF BAKERSFIELD ASSESSMENT DISTRICT FOR
JEWETTA TRUNK SEWER AND CALLOWAY CANAL
RELOCATION IMPROVEMENTS
The separate improvement: systems comprising the Works of Improvement, hereinafter
the "Improvements", eligible for funding pursuant to this proposed City of
Bakersfield Assessment District proceeding (hereinafter the "Assessment
District") are described below. The descriptions of the Improvements and the
termJnJ of the proposed work do not necessarily exlend for the fnJi length of the
description thel'eof. The plans and profiles of [tie improvements shall be
cootrolling as to the corn'err and detailed description timreof. 'rile Improvements
described herein are to be constructed pursuant to this Assessment District as
City of Bakersfield improvement Projects. The Improvements are generally
described as follows:
Jewetta Trunk Sewer System Improvements, to Include gravity and force main
sewer pipeline Installations complete with maaholes, fittings and connection
lo existing facilities and the construction anti installation of a sanltary
sewer system lift station and a sewer system pumping station complete wlth
all mechanical anti electrical equipment and controls, together with all
appurtenances and incidental work necessary to complete the same In the
following locations:
A. Gravity Sewer' Pipeline installations in the following streets:
In Jewefta Avenue, from the point of connection to an existlng
City of Bakersfield (hereinafter the "City") 30 inch diameter
gravity sewer plpeltne in Jewetta Avenue approximately 1,800 feet
northerly from the intersection with Brimhall Road. northerly
approximately 2.75 miles to the intersection of Jewerrs Avenue and
the exJslJll[~ Reina Road alignment;
in Hageman Road, from Jewetta Avenue easterly approximately one-
half mile to the intersection with Verdugo Lane;
In the future Verdugo Lane alignment, from Hageman Road northerly
in Sectiun 18, Township 29 South, Range 27 East, Mount Diablo Base
and Meridian {M.D.B.& M) approximately ooe mile to serve a portion
of tile Pcln Grounds planned development area;
In Hageman Road, from the intersection with Old Farm Road westerly
to the proposed 3ewetim Trunk Sewer System Pump Station which is
to be located approximately 660 feet easterly from the Hageman
Road JnL.t-sectJon witi~ Allen Road and adjacent to the HaMeman Road
~ight-o/ way.
8. A Jewerrs Trunk Sewer Lift Station to be constructed at the
2945PET.EXA A-1 8-10-90
interseerier :)I Jewerrs Avenue and Bageman Road, tu lift the wastewater
['lows collected f['om the gravity sewer pipelines to be constructed in
liageman Road easterly frnm the Jewetta Avenue intersection and in
Jewerrs Avenue northerly from the Hageman Road intersection. Said
wastewater flnws are to be lifted approximately 13 feet and discharged
to the Jewerrs Trunk Sewer pipeline section to be installed south of
Hageman Ro~d, far gravity flow southerly to the point of connection
with said existing City sewer' pipeline.
A Jewerrs Trunk Sewer Pump Station to be constructed adjacent to
Hageman Road, approximately 660 feet easterly from Allen Road. Said
Pump Station will collect wastewater flows from the gravity sewer
pipeline to he installed in Hageman Road pursuant to this Assessment
District and ~lso the wastewater flows discharged frnm future pipeline
extensluns Io serve properties in tire Jewetta Trunk Sewer System
Service Area that are loeated outside of this Assessment District,
The wastewater' flows collected by said Pump Station will be pumped
easterly Jn Hageman Road through a force main sewer pipeline for
discharge inta the Jewerrs Avenue gravity sewer pipeline section to be
installed south of the Rageman Road and Jewerrs Avenue intersection.
[)¸
A Sanitary Sewer Fo~'(:e Main tc be installed in Hageman Road from said
t'un, p Statiun, easterly approximately 7/8 mile to the point of
connection wi:h the gravity sewer pipeline to be installed in Jewetta
Avenue.
Calloway Canal ReJocatlon and Calloway Drive Bridge Improvement work to be
constructed in the followlog locations:
An existing portion of tile Calloway Canal, owned and operated by the
North Kern Water District, is to be removed and reconstructed to a new
alignment located outside the Assessment District. The existing
Calloway Canal portlon to be removed is generally located In the east
half of the Northeast Quarter of said Section 18. The new Canal
sectiou will he located adjacent to the westerly right of-way for the
?rianL-gero Canal and east of the Assessment District in Section 17 of
~aid Township cud Nangr. The work and improvements ~o relocate said
Canal shall Jr,elude, but not be limited to, the relocation of existing
privately owued pipelines located within the proposed Canal alignment,
the excavation and grading of the new Canal section including clearing
existing trees;, the Installation of canal access fencing, access road
grading and paving, canal bauk slope protection and landscaping, as
reqnJred by s~iid Water District, backfilling. compaction and grading,
~s needed, tu remt~ve the existing (;anal section and return t. he existing
Canal alignment to the same grade as the adjacent land. Also including
the acquisition of easements and rights-of-way, Including construction
easements, together with all appurtenances and incidental work or
expense necessary to complete the same.
[3.
The existing bridge where the Ca] 1oway Canal crosses Ca] loway Drive
apprcxJma[ely one half mJlt~ sooth of Olive Drive, is to be removed and
a new bridge constructed at the point where the relocated Canal will
2945PET.EXA A-2 8-10-90
cross Calloway Drive. The new bridge will be located south of the
existing Friant-Kern Canal crossing of Calloway Drive, several hundred
feet south of the Olive Drive and Calloway Drive intersection. The
work to be p~r'formed shall include the construction nf a new bridge for
the Canal c]'o$sing of Calloway Drive, complete with all necessary
excavation and grading to construct the canal section across the street '
right-of-way, street regradlag and repaving, the installation of bridge
approach curb and gutter and sidewalk, canal fencing and access gates
and site landscaping. The bridge work shall also include the removal
of the existing bridge, complete with the backfilling, compaction,
grading and re~{rading of the existing canal section to be abandoned and
the paving ol the r'c~raded section nf CaJ [oway Drive, together with all
appurtenances and incidental ~ork oc expense and the acquisition of
easements and rJgbt-of-~ay, JncllldJ~g construction easements necessary
to complete tbe same.
The doing of ai I incidental work and payment of expenses therefor as
required to cornpit. re the foregoing work including, but: not limited to, the
reimhu['scm~ml [,t lhe (:()st nnd expenses incurred by the Assessment District
inclndJng design surveys, site surveys to locate existing underground
pipelines In the alignment of the proposed Improvements, soils testing and
compaction related to the design of the improvements. City Environmental
Review Processing and Plao Check Fees, the reimbursement of Assessment
District formatica and processing costs adwmced to the City for the
Assessment District proceeding and all associated district formation and
administration cosIs and expenses as authorized by the Streets and Highways
Code of the State of California,
The funding of not to exceed two years of capitalized interest on any bonds
issued in the amount of the unpaid assessments, where said bonds are to be
issacd and sold p,Jrsuant to the Improvement Bond Act of 1915 (the "1915
Act").
The acquisition of real property for lift station or pump station
installation, anti Calloway Canal locations or relocations and the
acquisition of any other real property other than that described herein and
not already held by the City, where all said real property acquisitions are
The levy of an annual assessment to pay costs incurred by the City from the
administration of and collection of assessments, or from the administration
or registration of any associated bonds and reserve or other related funds,
pursuant to Subdivision (f) of Section 10204 of said Streets and Highways
Code.
2945PET.EXA A-3 8-10-90
PROPOSED CiTY OF BAKERSFIELD ASSESSMENT DISTRICT RE:
3'EWETTA TRUNK SEWER EXTEN~ N
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