HomeMy WebLinkAboutRES NO 213-07
RESOLUTION NO.
213-07
RESOLUTION ADOPTING THE CURNOW
PLANNED SEWER AREA AND MAKING
FINDINGS RELATIVE THERETO.
RECITALS
WHEREAS, Chapter 16.32.060.E of Title 16 of the Bakersfield Municipal Code and
Section 66483 of the California Government Code, provides for a procedure by which the
City Council may assess and collect fees for the purpose of defraying the cost of
constructing sanitary sewer facilities for local and neighborhood areas, and;
WHEREAS, The City of Bakersfield desires to provide sewer facilities for a rapidly
developing area as shown on the map entitled "Curnow Planned Sewer Area" attached
hereto as Exhibit "A", and incorporated by reference, and;
WHEREAS, the City plans to construct or have constructed the sewer facilities as
shown on Exhibit "A"; and
and;
WHEREAS, the City desires to recoup the cost of constructing said sewer facilities,
WHEREAS, the fees and charges set forth in Exhibits "B" and "C" attached hereto
and incorporated by reference, are based on the actual cost of providing the services for
which the fees are charged;
WHEREAS, on September 12, 2007 the council adopted Resolution of Intention
1556, declaring its intention to establish the Curnow Planned Sewer Area.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Bakersfield as
follows:
1. The foregoing recitals are true and correct and are incorporated herein.
2. The Council hereby finds that, as to the Curnow Road Sewer, as
described in the plans (on file in the Public Works office), map and
fee schedules attached hereto and incorporated herein by
reference, subdivision and development of property within such
area will benefit from the construction of said sewer facilities, and
that the fees provided are fairly apportioned either on the basis of
benefits conferred on property for subdivision or on the need for
such facilities created by the proposed subdivision and
development of other property within such area.
3.
The Curnow Planned Sewer Area is hereby adopted.
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ORIGINAL
G:\GROUPDA T\ADMINRPT\2007\09-26\Curnow PSA Reso.doc
I HEREBY CERTIFY that the foregoing Resolution was passed and
adopted, by the Council of the City of Bakersfield at a regular meeting thereof held on
SEP 2 6 Z007 by the following vote:
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ABSTAIN:
ABSENT:
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COUNCILMEMBER: CARSON, BENHAM, WEIR, COUCH, HANSON, SULLIVAN, SCRIVNER
COUNCILMEMBER:
COUNCILMEMBER:
COUNCILMEMBER:
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PAMELA A. McCARTHY, C
CITY CLERK and Ex Officio Clerk of the
Council of the City of Bakersfield
APPROVED as to form
VIRGINIA GENNARO
City Attorney
By: ~~~~
ROBERT M. HERFY
Deputy City Attorney
Exhibit "A" Boundary Map and Limits of Improvements
Exhibit "B" Cost Estimate
Exhibit "C" Fee Schedule
G:\GROUPDA T\ADMINRPT\2007\09-26\Curnow PSA Reso.doc
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ORIGINAL
EXHIBIT B . COST ESTIMA TE
COST ESTIMATE. CURNOW PLANNED SEWER AREA (PHASE 1)
from MH 1.8 (Stine Road) to Plant #3
Date: 6/22/2007
.Job No: 04.147
Prepared By: SER
TOTALS
Item No. Item Description Qty Unit Unit$ Item $
Mobilization
1. Mobilization Is 50,000 50,000
Subtotal
Traffic Control
2. Traffic Control Is 20,000 20,000
Subtotal
Sewer Improvements
3. 36" Sewer Line (PVC Lined) 14042 If 350.00 4,914,700
4. 15" Sewer Line Stubs 80 If 100.00 8,000
5, Standard PVC Lined Manhole 34 ea 10,000.00 340,000
6. Lift Station - Major Dual Wet Wells 1 ea 1,500,000.00 1,500,000
7_ Lift Station - Standard Wet Well 1 ea 750,000.00 750,000
8. 36" Road Bore @ Taft Hwy crossing 100 If 1,200.00 120,000
9. Demo existing lift station @ McKee & Ashe 1 Is 50,000.00 50,000
10, Video Sewer 1 Is 14,042,00 14,042
Subtotal
Contingency:
Subtotal, All of above:
15%
SUBTOTAL, CONSTRUCTION COSTS:
City of Bakersfield Fees
11_ Plan Check Fees:
12. Inspection Fees:
13. Improvement Bonds:
83,355
143,986
44,659
Subtotal
Design Engineering
14, Design Engineering:
451,849
Subtotal
Construction Administration
15. Soils Tests & Final Report:
16. Construction Staking:
3% of const
Is
267,953
357,270
Subtotal
TOTAL ESTIMATED COST OF PHASE 1:
NOTES:
1) Unit prices are based on 7/06 bid history.
2) Contingency: 15%
MciNTOSH & ASSOCIATES, Civil Engineers & Land Surveyors, 2001 Wheelan Court, Bakersfield, Califomia 93309
Curnow PSA EsUev2.XLS Page 1 of 2
$50,000
$20,000
$7,696,742
$7,766,742
$1,165,011
$8,931,753
$272,000
$451,849
$625,223
$10,280,825
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ORIGINAL
EXHIBIT B - COST ESTlMA TE
COST ESTIMATE. CURNOW PLANNED SEWER AREA (PHASE 2)
from MH 1.0 (Cottonwood Road) to MH 1.8 (Stine Road)
Date: 6/22/2007
Job No: 04.147
Prepared By: SER
Item No.
Item Description
Qty Unit Unit$ Item $
Is 50,000 50,000
Suhtotal
Is 20,000 20,000
Subtotal
2647 If 100.00 264,700
2647 If 160.00 423,520
2719 If 180.00 489,420
2881 If 250.00 720,250
10395 If 280.00 2,910,600
180 If 100.00 18,000
5 ea 2,600.00 13,000
32 ea 10,000.00 320,000
250 If 550.00 137,500
2 ea 750,000.00 1,500,000
1 Is 21,289.00 21,289
Subtotal
Subtotal, All of above:
15%
SUBTOTAL, CONSTRUCTION COSTS:
73,960
127,721
39,608
Subtotal
404,572
Subtotal
3% of canst. 237,646
Is 316,861
Subtotal
TOTALS
Mobilization
1. Mobilization
50,000
Traffic Control
2. Traffic Control
20,000
Sewer Improvements
3. 15" Sewer Line
4. 18" Sewer Line (PVC Lined)
5. 21" Sewer Line (PVC Lined)
6. 24" Sewer Line (PVC Lined)
7, 30" Sewer Line (PVC Lined)
8. 15" Sewer Line Stubs
9. Standard Manhole
10. Standard PVC Lined Manhole
11. Road Bore (24" sewer line at SR 99)
12. Lift Station - Standard Wet Well
13, Video Sewer
6,818,279
Contingency:
6,888,279
1,033,242
7,921,521
City of Bakersfield Fees
14. Plan Check Fees:
15. Inspection Fees:
16. Improvement Bonds:
241 ,289
Design Engineering
17. Design Engineering:
404,572
Construction Administration
18. Soils Tests & Final Report:
19. Construction Staking:
554,506
TOTAL ESTIMATED COST OF PHASE 2:
9,121,888
NOTES:
1) Unit prices are based on 7/06 bid history.
2) Contingency: 15%
MciNTOSH & ASSOCIATES, Civil Engineers & Land SUlveyors, 2001 Wheelan Court, Bakersfield, California 93309
Curnow PSA EsUev2.XLS Page 2 of 2
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ORIGINAL
EXHIBIT C - FEE SCHEDULE
COST ESTIMATE SUMMARY. CURNOW PLANNED SEWER AREA
Date: 6/2212007
Job No: 04.147
Prepared By: SER
Summary of Per Acre Costs:
Area of Phase 1:
Area of Phase 2:
Total Area of PSA:
1512.00 acres
2388.75 acres
3900.75 acres
Flow generated by Phase 1:
Flow generated by Phase 2:
Total flow generated by PSA:
5.47 cfs
12.30 cfs
17.77 cfs
COST PER ACRE:
COST PER D.U.:
$4,974 = ($10,280,825+$9,121,888)/3900.75 acres
$1,244 = $5,035/4 d.u..'s
YEAR COST PER D.U. COST PER ACRE
2007 $1,244 $4,974
2008 $1,331 $5,322
2009 $1,424 $5,695
2010 $1,523 $6,093
2011 $1,630 $6,520
2012 $1,744 $6,976
2013 $1,866 $7,465
2014 $1,997 $7,987
2015 $2,137 $8,546
2016 $2,286 $9,145
2017 $2,446 $9,785
2018 $2,617 $10,470
2019 $2,801 $11,203
2020 $2,997 $11,987
2021 $3,206 $12,826
2022 $3,431 $13,724
2023 $3,671 $14,684
2024 $3,928 $15,712
2025 $4,203 $16,812
2026 $4,497 $17,989
2027 $4,812 $19,248
NOTES:
1) Unit prices are based on 7/06 bid history.
2) Costs per dwelling unit are determined assuming 4 dwelling units per acre.
3) Contingency: 15%
MciNTOSH & ASSOCIATES, Civil Engineers & Land Surveyors, 2001 Wheelan Court, Bakersfield, California 93309
Curnow PSA EsUev2,XLS Page 1 of 1
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