HomeMy WebLinkAboutRES NO 41-87RESOLUTION NO. 41-87
A RESOLUTION OF THE COUNCIL OF THE CITY OF
BAKERSFIELD ADOPTING DRAINAGE PLAN FOR RANCHO
LABORDE PLANNED DRAINAGE AREA AND MAKING FINDINGS
RELATIVE THERETO.
WIlEPEAS, pursuant to Section 66483 of the California Government Code,
this Council is, upon the making of specified findings, authorized to adopt
drainage plans for local and neighborhood drainage areas.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of
Bakersfield as follows:
1. The Council. hereby finds that, as to the Rancho Laborde Planned
Drainage Area, as described in the plan and map therefore attached hereto and
incorporated herein by reference, subdivision and development of property within
such area will require construction of facilities, described in such plan, and
that the fees provided in such plan are fairly apportioned within such area
either on the basis of benefits conferred on property proposed for subdivision
or on the need for such facilities created by the proposed subdivision and
development of other property within such area.
2. Rancho Laborde Planned Drainage Area is hereby adopted.
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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
this 11th day of March , 1987, by the following vote:
CITY CLERK and Ex Officio Clerk of the
Council of the City of Bakersfield
APPROVED this ilth day of March , 1987
MAYOR of the City of Bakers~field
APPROVED as to form:
CITY'ATTORNI~f of the City of Bakersfield
TD:mro
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DRAINAGE PLAN
RANCHO LABORDE
PLANNED DRAINAGE AREA
The drainage plan for the Rancho
Area includes the attached materials:
1. Cost Estimate
2. Rancho Laborde Drainage Study
Laborde
(Map)
Planned Drainage
ST ESTIMATE FOR RANCHO LABOk
pLANNED DRAINAGE AREA
SUMP. FOR ENTIRE AREA:
ITEM
Sump Excavation
6' Chain Link Fence
Inlet Structure
QUANTITY
125,000 C.Y-
2,600 LF
3 EA
UNIT PRICE
$ 2.00
15.00
2000.00
20% Engineering & Contingency
EXTENSION
$ 250,000
39,000
6,000
$ 295,000
59,000
Cost Per Acre for 1006.6 Acres = $351.68/AC
$ 354,000
HAGEMAN - CREEKSIDE AREAS:
18" P.V.C. Pipe or Equal 5,760 LF $ 23.00 $ 132,480
24" " " 6,222 LF 27.00 167,994
27 .... " 1,660 LF 28.00 46,480
30" " " 3,090 LF 29.00 89,610
33" " 2,483 LF 32.00 79,456
" 850 LF 36.00 30,600
36" "
39" " 900 LF 41.00 36,900
42" " 3,200 LF 45.00 144,000
Manholes 51 EA 1500.00 76,500
Catch Basins 39 EA 2000.00 78,000
Detention Basin 1 EA lump sum ]2,500
Structures 2 EA 1500.00 3,000
20% Engineering
& Contingency
$ 897,520
179,504
$1,077.024
Cost Per Acre for 786.7 Acres = $1369.04
+ S~mp Cost 351.68
- Credit 736.21
$ 984.51
USE $1000/AC.
FRIANT-KERN AREA:
18" P.V.C.
21 ....
24" "
27" "
33" "
39 ....
l~anholes
Catch Basins
Pipe or Equ~l
1,800 LF $ 23.00
1,300 LF 25.00
1,000 LF 27.00
800 LF 28.00
2,000 LF 32.00
2,700 LF 41.00
21 EA 1500.00
20 EA 2000.00
20% Engineering & Contingency
Cost Per Acre for 219.9 Acres = $2016.37
+ Swap Cost 351.68
$2368.05
$ 41,400
32,500
27,000
22,400
64,000
110,700
31,500
40,000
$ 369,500
73,900
$ 443,400
USE $2350/AC.