HomeMy WebLinkAboutPayment 01-2 Riverwalk
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BAKERSFIELD
PUBLIC WORKS DEPARTMENT
MEMORANDUM
TO:
Sharon Traynor, Accounting Clerk II
FROM:
Marian P. Shaw, Civil Engineer IV
DATE:
August 28, 2006
SUBJECT: ASSESSMENT DISTRICT NO. 01-2 PAYMENT REQUEST
*******************************************************************
The City has received a written application request from the developer that the
improvements referenced on the attachment are complete and have been accepted by the
City. Documents included contracts, change orders, paid invoices and other documentation
establishing the actual amount paid by the developer, thus establishing the Acquisition
Price at actual cost. In Addition, the developer has provided the City a Mechanics lien free
endorsement as per the requirements of the Acquisition Agreement. Therefor, please find
attached the Application for Payment of improvements for Assessment District No. 01-2,
River Walk Area Improvements.
Wilson and Associates was retained by the City Public Works Department to review those
applications for payment from bond proceeds for this Assessment District
Completed Items as per Exhibit "A" of the Acquisition Agreement: (See attached
request). $1,300,733.00
Send $1,300,733.00 to:
Castle & Cooke California Inc.
10000 Stockdale Hwy, Suite 300
Bakersfield, CA 93311
xc: Nelson Smith, Finance Director
BobSherfy, Deputy City Attorney
01-2reimb3.doc prepared Monday, Augusl28, 2006 1:40PM
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Wilson & Associates
7600 North Ingram Avenue, Suite 202
Fresno, California 93711
(559) 436-6644
Fax: (559) 436-6646
July 14,2006
29586D
John Stinson / Marian Shaw
Public Works Department
City of Bakersfield
1501 Truxtun Avenue
Bakersfield, CA 9330 I
Re: City of Bakersfield Assessment District No, 01-2;
River Walk Area Acquisition Payment Processing No.2
Dear John and Marian:
)
Wilson & Associates has finished our review process of the payment request for the Improvements
completed in the River Walk Area of Assessment District No. 01-2 ("AD 01-2"), based on Volume
II bfthe payment request dated December 6,2005, submitted by McIntosh & Associates on behalf
of Castle & Cooke (the "Applicant"), and the updated/revised request dated June 2, 2006
(collectively, the "Application No.2"). This letter and recommendation for payment pertain to the
remaining portion of the improvements in the River Walk Area (described in Items A and C in
Exhibit B, Table B-II-E of the Final Engineer's Report for AD 01-2). With the amount already paid
Pursuant to Payment No.1 (processed by the City of Bakersfield Public Works Department) for all
of the River Walk Area improvements described in Item B of said Exhibit B, Table B-II-E (Pioneer
Canal Relocation), after this Payment No.2 is finalized there will be no more AD 01-2 funds
eligible for acquisition in the River Walk Area of AD 01-2.
)
After reviewing said Application No.2, we have come to the below-described conclusions and
recommendations regarding this Acquisition Payment for the improvements in the River Walk Area
of AD 01-2. Enclosed with this letter is a table entitled "Table 1, Itemized Improvements and
Acquisition Costs Approved for Payment No.2 in River Walk Area, City of Bakersfield Assessment
District No. 01-2" ("Table I") that presents an itemized comparison of the cost of improvements to
be acquired as they were estimated and shown on said Exhibit B, Table B-II-E of the AD 01-2
Engineer's Report (which is the acquisition amount funded by the AD 01-2 proceedings) to the
itemized amount paid by the Applicant for each item of work shown in the Application No.2 and
requested for payment by the Applicant. Table I also shows in its column entitled "Approved
Payment Per This Request" the amount for each item of work we recommend for payment to the
Applicant as the AD 01-2 Acquisition Price under Payment No, 2 for the River Walk Area. Also
enclosed are: (i) a copy of the Applicant's "Application and Certificate for Payment" form, and (ii)
a copy of Chicago Title "Mechanic's Lien Guarantee." The below-described payment is contingent
upon the City's issuance of Notice(s) of Completion (or Street Permit(s)) for the referenced
improvements in the River Walk Area.
John Stinson / Marian Shaw
July 14, 2006
Page Two
The total Acquisition Price recommended for payment to the Applicant for acquisition of all of the
completed AD 01-2 River Walk Area Improvements per Application No.2 is $1,300,733.00, all as
itemized on the enclosed Table I and summarized below. The following is a recapitulation of funds
recommended for payment under this River Walk Area Payment No.2:
Improvement Acquisition Item
A. STOCKDALE HIGHWAY
(Kern River Bridge to Calloway Drive)
I. Grading
2. Water Improvements
3. Street Improvements
4. Storm Drain Improvements (West)
5. Storm Drain Improvements (Parcel 2
Frontage West of Pioneer Canal)
6. Storm Drain Improvements (Parcel 2
Frontage East of Pioneer Canal)
7. Block Wall and Gates
(At Storm Drain Basin)
8. Contingency
9. Incidentals
10. Subtotal
C. KERN RIVER PARK CUL-DE-SAC
I. Grading
2. Water Improvements
3. Street Improvements
4. Utility Improvements
5. Contingency
6. Incidentals
7. Subtotal
TOTALS
AD 01-2
Approved
Amount
Amount
Requested
for Payment
Amount
Approved for
Pavment NO.2
$ 34,294.00 $ 17,928.00 $ 17,928.00
$ 0.00$ 0.00$ 0.00
$ 481,738.00 $ 772,043.19 $ 456,037.04
$ 130,698.00 $ 71,302.00 $ 64,302.00
$ 212,297.00 $ 390,449.00 $ 334,449.00
$ 51,900.00 $ 108,832.00 $ 94,832.00
$ 0.00$ 0.00$ 0.00
$ 45,546.00 $ 0.00$ 0.00
$ 259.535.00 $ 339.372.95 $ 256.961.29
$1,216,008.00 $1,699,927.14 $1,224,509.33
$ 2,222.00 $ 910.00 $ 910.00
$ 5,430.00 $ 0.00$ 0.00
$ 45,322.00 $ 60,643.34 $ 60,643.34
$ 9,600.00 $ 0.00$ 0.00
$ 3,129.00 $ 0.00$ 0.00
$ 19.022.00 $ 14.670.33 $ 14.670.33
$ 84,725.00 $ 76,223.67 $ 76,223.67
$1,300,733.00 $1,776,150.81 $1,300,733.00
As also described in the notes on page 4 of Table I, the above-summarized amounts are based on
the following findings:
1. Items labeled "I" in Table 1 "Notes" column are the items funded in the AD 01-2 Final
Engineer's Report for which no payment is requested at this time and for which no payment
will be requested at a later date, as confirmed by McIntosh & Associates. Most of these
items were either combined with other items, or they are not necessary for completion of the
project, or they were labeled in a different manner in Application No.2 than in the Final
Engineer's Report for AD 01-2.
\
,
,
John Stinson / Marian Shaw
July 14, 2006
Page Three
2. Items labeled "2" in Table I "Notes" column are described as follows: Based on the savings
in costs of some of the items of work approved in the Final Engineer's Report, there are
several "new" items of work approved for payment at this time. All of these additional items
of work are items in the same categories of work as the originally approved items or are
items constructed instead of the originally approved items due to changes in the final design.
3. Items labeled "3" in Table 1 "Notes" column are approved for payment at this time at a lesser
amount than requested by the Applicant (up to the maximum amount available for payment
of all improvements in the River Walk Area of AD 01-2), or not approved for payment at this
time, since there are no more originally approved funds available in the Improvement Fund
for the River Walk Area.
Based on the findings described above and in accordance with the Application No. I, it is the
recommendation of our analysis that $1,300, 733. 00 be paid (but only after Notice(s) of Completion
or Street Permit(s) are filed for said improvements in the River Walk Area) and that a check for
that amount be made payable to Castle & Cooke California, Inc., as a payment pursuant to this
Payment No.2 request for the improvements in the River Walk Area of AD 01-2.
Please call if you have any questions on the results of our analysis or the recommendations presented
herein for payment of the Acquisition Price.
Sincerely
~w~~
Ed Wilson
Dejan Pavic'
Wilson & Associates
Enclosures
cc: Scott Blunck
Teri Bolerjack / Charlie Stevens
Judy Kindig / Roger McIntosh
Laura Whitaker
)
TABLE 1
ITEMIZED IMPROVEMENTS AND ACQUISITION COSTS APPROVED FOR PAYMENT NO.2
IN
RIVER WALK AREA
CITY OF BAKERSFIELD ASSESSMENT DISTRICT NO. 01-2
REQUESTED FOR PAYMENT
Unit Total
Units Cost Cost
ENGINEER'S REPORT ESTIMATE
Unit Total
Item Item Description Quantity Units Cost Cost
A. STOCKDALE HIGHWAY (Kern River Bridge to Calloway Drive)
a. GRADING
Roadway Excavation
Grading Median Curb
TOTAL GRADING
b. WATER IMPROVEMENTS
17147 CY
o LF
2,00
0,00
$34,294,00
$0,00
$34,294.00
12" Waterline 0 LF 17,00 $0,00
16" Waterline 0 LF 22.00 $0,00
12" Gate Valve 0 EA 950.00 $0,00
16" Gate Valve 0 EA 2100.00 $0,00
6" Fire Hydrant Stub with 6" Gate Valve 0 EA 500.00 $0,00
Wharf Hydrant 0 EA 600.00 $0,00
16" Tie to Existing 16" Water Line 0 EA 400,00 $0,00
16" Road Bore ° LF 102.00 $0,00
A,C. Paving 3463 TON 50.00 $173,150,00
Aggregate Base 1573 CY 35,00 $55,055,00
Subgrade Preparation 11797 SY 1.00 $11,797,00
Petromat for Overlay 0 SF 0.00 $0,00
F&I Concrete Asphalt Overlay 0 SF 0.00 $0,00
Grind Existing Concrete ° SF 0,00 $0,00
Grind Existing Concrete 0 SF 0.00 $0,00
F&I Traffic Control ° LS 0.00 $0,00
Additional Paving ° LS 0,00 $0,00
6" Curb & Gutter 6798 LF 9.00 $61,182,00
Sidewalk 37390 SF 2,00 $74,780,00
F&I Driveway Approach ° SF 0,00 $0,00
Guard Rail 66 LF 2,00 $132,00
Sawcut Pavement 8844 LF 1.00 $8,844,00
A,C, Removal 8844 SF 0,20 $1,769,00
Sign 6 EA 200,00 $1,200,00
Relocate Sign 26 EA 100,00 $2,600,00
Paint Stripe - Detail 9 7765 LF 0,50 $3,883,00
Paint Stripe - Detail 38 510 LF 1.00 $510,00
Paint Stripe - Detail 39 11285 LF 0,65 $7,335.00
Pavement Marking 390 SF 3,20 $1,248,00
Pavement Marker 171 EA 3,50 $599.00
Monument Encasement 10 EA 250,00 $2,500,00
Median Curb & Gutter 610 LF 9.00 $5,490,00
Median Curb 8708 LF 8.00 $69,664,00
Handicap Ramps 0 SF 0,00 $0,00
F&I 6' Wide Cross Gutter ° SF 0.00 $0,00
F&I Type A1-6 Curb 0 LF 0.00 $0.00
F&I Traffic Control ° LS 0,00 $0.00
Extra Traffic Control ° LS 0,00 $0,00
Street Light - Mast Arm 9500 Lumen 0 EA 2100,00 $0,00
Street Light 3 1/2" Pull Box 0 EA 150,00 $0.00
Interconnect - #5 Pull Box 0 EA 180,00 $0,00
1-1/2" Conduit with 2 ea #4 Wire 0 LF 6.00 $0,00
2" Interconnect Conduit 0 LF 1,50 $0,00
4" Landscape Conduit 0 LF 4,00 $0,00
TOTAL WATER IMPROVEMENTS
c. STREET IMPROVEMENTS
TOTAL STREET IMPROVEMENTS
d. STORM DRAIN IMPROVEMENTS (West)
18" Storm Drain Line
24" Storm Drain Line
18" RCP (Concrete Encased)
30" Storm Drain Line
36" Storm Drain Line
48" Storm Drain Line
Type A Catch Basin
Type A Catch Basin (over exist 42")
Manhole
Pavement Patch for 18"
Pavement Patch for 24"
29586D-2'wK4
$481,738.00
16 LF 20.00 $320,00
175 LF 27.00 $4,725,00
0 LF 0.00 $0,00
32 LF 34.00 $1,088,00
197 LF 45,00 $8,865,00
768 LF 75,00 $57,600,00
3 EA 1500.00 $4,500,00
0 EA 0,00 $0,00
5 EA 1400,00 $7,000,00
0 LF 0,00 $0,00
0 LF 0,00 $0,00
7,536,00 CY
8,508,00 LF
1,25 $9,420,00
1.00 $8,508,00
$17,928.00
$0.00
0 LF 0.00 $0,00
0 LF 0,00 $0,00
0 EA 0,00 $0,00
0 EA 0.00 $0.00
0 EA 0.00 $0,00
0 EA 0.00 $0,00
0 EA 0,00 $0,00
0 LF 0.00 $0,00
$0.00
4283.3 TON 40,26 $172,442,16
1945,1 CY 32,91 $64,012.62
14587 SY 3.08 $44,996,50
350402 SF 0,08 $28,032.16
350402 SF 0,56 $196,225.12
14700 SF 0,27 $3,969.00
10572 SF 0,30 $3,171,60
1 LS 17450,00 $17,450.00
1 LS 8937.76 $8,937.76
7462 LF 8,38 $62,531.56
6221 SF 2,03 $12,628,63
219 SF 2,03 $444,57
0 LF 0.00 $0,00
0 LF 0,00 $0,00
0 SF 0,00 $0,00
0 EA 0,00 $0.00
0 EA 0,00 $0.00
9657 LF 0.69 $6.663.33
2631 LF 0,72 $1.894,32
8891 LF 0,35 $3.111.85
2355 SF 5,15 $12.128,25
0 EA 0,00 $0,00
0 EA 0,00 $0,00
638 LF 7,59 $4.842.42
8508 LF 6.44 $54.791.52
185 SF 2,03 $375,55
629 SF 6.75 $4,245,75
499 LF 7,59 $3,787.41
1 LS 25661,00 $25,661.00
1 LS 39700,11 $39,700,11
0 EA 0,00 $0,00
° EA 0,00 $0.00
° EA 0,00 $0,00
0 LF 0,00 $0,00
0 LF 0.00 $0.00
0 LF 0.00 $0.00
$772,043.19
95 LF 28,00 $2,660.00
413 LF 34.00 $14,042,00
290 LF 50.00 $14,500.00
0 LF 0.00 $0.00
0 LF q,oo $0,00
0 LF 0,00 $0.00
6 EA 1800,00 $10.800.00
1 EA 2000.00 $2.000,00
° EA 0,00 $0,00
28 LF 250.00 $7.000,00
28 LF 250,00 $7.000,00
2
$0,00
$0,00
$0,00
$0,00
$0,00
$0,00
$0.00
$0,00
$0.00
$172,442.16
$64.012.62
$44,996.50
$0,00 3
$0,00 3
$3.969.00 2
$3.171,60 2
$0.00 3
$0,00 3
$62.531,56
$12.628.63
$444,57 2
$0,00 1
$0.00 1
$0,00 1
$0,00 1
$0,00 1
$6.663,33
$1.894.32
$3.111.85
$12.128,25
$0.00
$0,00
$4.842.42
$54.791,52
$375,55 2
$4,245.75 2
$3,787,41 2
$0,00 3
$0,00 3
$0.00
$0.00
$0.00
$0.00
$0,00
$0,00
$456,037.04
$2.660,00
$14.042,00
$14,500,00 2
$0.00 1
$0,00 1
$0,00 1
$10.800.00
$2,000.00 2
$0.00 1
$7.000.00 2
$7,000.00 2
07/12/2006
TABLE 1
ITEMIZED IMPROVEMENTS AND ACQUISITION COSTS APPROVED FOR PAYMENT NO, 2
IN
RIVER WALK AREA
CITY OF BAKERSFIELD ASSESSMENT DISTRICT NO. 01-2
Item
Item Description
ENGINEER'S REPORT ESTIMATE
Unit Total
Cost Cost
d. STORM DRAIN IMPROVEMENTS (West) - continued
Traffic Control 0 LS 0,00 $0.00
Outlet Structure 1 EA 2000.00 $2,000.00
Drop Inlets 0 EA 0,00 $0,00
Remove 18" Storm Drain 16 LF 20,00 $320,00
Remove Existing Catch Basin ° EA 0.00 $0,00
Jack Pipe (30" Pipe) 123 LF 360.00 $44,280.00
TOTAL STORM DRAIN IMPROVEMENTS
e. S ROVE ENTS ( I 2 F
fP'
$130,698.00
C )
W
TORM DRAIN IMP M Parce rontage est 0 loneer anal
18" Storm Drain Line 41 LF 20,00 $820,00
42" Storm Drain Line 2167 LF 60,00 $130,020,00
30" Storm Drain Line 0 LF 0,00 $0,00
42" C-76 Storm Drain Line 0 LF 0,00 $0.00
18" C-76 Storm Drain Line ° LF 0,00 $0,00
Excavation (Detention Basin) 10200 CY 2,00 $20,400.00
Mobilization & Construction Water ° LS 0,00 $0,00
Basin Fencing 866 LF 27.00 $23,382.00
Block Wall ° LF 0,00 $0.00
12' Basin Fence Gate 1 EA 700,00 $700,00
Type A Catch Basin 3 EA 1500,00 $4,500,00
Manhole 7 EA 1400.00 $9,800,00
Outlet Structure 2 EA 2000.00 $4,000,00
Traffic Control 0 LS 0,00 $0,00
Remove & Abandon Existing 18" line ° LS 0,00 $0,00
Bore (2) 0 LS 0,00 $0,00
Receiving Pits for Bores 0 LS 0,00 $0,00
Field Collars 0 LS 0.00 $0,00
Replace Rip Rap 27 CY 25,00 $675,00
Jack Pipe (18" Pipe) 30 LF 120,00 $3,600.00
Jack PiDe (42" Pipe) 72 LF 200,00 $14,400,00
TOTAL STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage West)
f. S 0 0 M f p'
$212,297.00
T RM DRAIN IMPR VE ENTS (Parcel 2 Frontage East 0 loneer Canal)
18" Storm Drain Line 40 LF 20.00 $800,00
24" Storm Drain Line 0 LF 0.00 $0.00
30" Storm Drain Line 0 LF 0,00 $0,00
36" Storm Drain Line 0 LF 0,00 $0,00
42" Storm Drain Line 597 LF 60,00 $35,820,00
Type A Catch Basin 0 EA 0,00 $0,00
Type A Catch Basin (over 8') ° EA 0,00 $0,00
Traffic Control 0 LS 0.00 $0,00
Outlet Structure 0 EA 0.00 $0,00
Manhole 2 EA 1400,00 $2,800,00
Jack Pipe (18" Pipe) 104 LF 120,00 $12,480,00
)
TOTAL STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage East)
g. BLOCK WALL AND GATES (At Storm Drain Basin)
Basin Block Wall 0 SF
24' Gate ° EA
36' Gate 0 EA
TOTAL BLOCK WALL AND GATES (At Storm Drain Basin)
h. SUBTOTAL IMPROVEMENT COST
i. CONSTRUCTION CONTINGENCY
j. SUBTOTAL IMPROVEMENT COST AND CONTINGENCY
k, INCIDENTAL COST
Design Engineering
Improvement Bonds
Construction Staking
Soils and Materials Testing and Report
Contractor Overhead
Plan Check & Inspection Fees
Construction Inspection
Water Inspection Fee
TOTAL INCIDENTAL COST
I. TOTAL STOCKDALE HIGHWAY IMPROVEMENTS, CONTINGENCY,
AND INCIDENTALS - OTHER THAN LANDSCAPING
$84,024.00
$12,912,00
$28,694,00
$19,129,00
$95,647,00
$0.00
$19,129,00
$0,00
$259,535,00
$1,216,008.00
$51,900.00
10,00
750,00
1000,00
$0,00
$0,00
$0.00
$0.00
$910,927.00
$45,546,00
$958,473,00
29586D-2WK4
REQUESTED FOR PAYMENT
Unit Total
Quantity Units Cost Cost
1 LS 7000.00 $7,000.00
° EA 0.00 $0,00
3 EA 1600.00 $4,800,00
0 LF 0.00 $0,00
1 EA 1500,00 $1,500,00
0 LF 0,00 $0,00
$71,302.00
40 LF 26,00 $1,040,00
2504 LF 81.00 $202,824,00
24 LF 40,00 $960.00
80 LF 178.00 $14,240,00
30 LF 94,00 $2,820,00
20000 CY 1,25 $25,000,00
1 LS 10000.00 $10,000,00
827 LF 57,00 $47,139.00
212 LF 60.50 $12,826,00
° EA 0.00 $0,00
3 EA 2000,00 $6,000.00
9 EA 2400.00 $21,600.00
° EA 0,00 $0.00
1 LS 5000.00 $5,000.00
1 LS 5000.00 $5,000.00
1 LS 28000.00 $28,000.00
1 LS 6000.00 $6,000.00
1 LS 2000.00 $2,000.00
0 CY 0.00 $0.00
0 LF 0,00 $0.00
0 LF 0,00 $0,00
$390,449.00
164 LF 28.00 $4,592.00
33 LF 34,00 $1,122,00
16 LF 43.00 $688.00
633 LF 54,00 $34,182,00
397 LF 84,00 $33,348,00
3 EA 1800,00 $5,400,00
1 EA 2000.00 $2,000.00
2 LS 7000.00 $14,000.00
1 EA 2500,00 $2,500,00
5 EA 2200.00 $11,000.00
0 LF 0,00 $0,00
$108,832.00
shown above in Item e
° EA 0,00
o EA 0.00
$0.00
$0,00
$0.00
$1,360,554.19
Included In the above-listed items
$1,360,554.19
$82,241.85
$0.00
$60,154.14
$43,447,50
$136,055.42
$0,00
$17,474.04
$0,00
$339,372.95
$1,699,927.14
2
$0.00 3
$0.00 1
$4,800.00 2
$0,00 1
$1,500.00 2
$0,00 1
$64,302.00
$1,040.00
$202,824,00
$960.00
$14,240.00
$2,820,00
$25,000,00
$0,00 3
$47,139,00
$12,826,00 2
$0,00 1
$6,000.00
$21,600.00
$0.00 1
$0,00 3
$0,00 3
$0,00 3
$0,00 3
$0,00 3
$0,00 1
$0,00 1
$0,00 1
$334,449.00
$4,592,00
$1,122,00
$688.00
$34,182.00
$33,348,00
$5,400,00
$2,000.00
$0.00 3
$2,500.00
$11,000.00
$0,00
$94,832.00
$987,548.04
$82,241.85
$0.00
$28,694.00
$31,796.60
$96,754,80
$0.00
$17,474,04
$0.00
$256,961.29
$1,224,509.33
1
3
3
3
07/12/2006
TABLE 1
ITEMIZED IMPROVEMENTS AND ACQUISITION COSTS APPROVED FOR PAYMENT NO.2
IN
RIVER WALK AREA
CITY OF BAKERSFIELD ASSESSMENT DISTRICT NO. 01-2
Item
Item Description
ENGINEER'S REPORT ESTIMATE
Unit Total
Quantity Units Cost Cost
B. PIONEER CANAL RELOCATION
REQUESTED FOR PAYMENT
Unit Total
Quantity Units Cost Cost
NOT INCLUDED IN THIS PAYMENT REQUEST (ALREADY COMPLETED AND PAID)
C. KERN RIVER PARK CUL-DE-SAC
a. GRADING
Roadway Excavation
Clearing and Grubbing
TOTAL GRADING
b. WATER IMPROVEMENTS
8" Waterline
8" Gate Valve
6" Fire Hydrant
TOTAL WATER IMPROVEMENTS
c. STREET IMPROVEMENTS
1067 CY 2,00 $2,134,00 728 CY 1,25 $910.00 II $910.00 I
0.44 AC 200,00 $88,00 0 AC 0,00 $0,00 $0.00
$2,222.00 $910.00 $910.00
320 LF 9,00 $2,880,00 0 LF 0,00 $0.00
2 EA 475,00 $950,00 0 EA 0,00 $0.00
1 EA 1600,00 $1,600,00 0 EA 0,00 $0,00
$5,430.00 $0.00
A.C. Paving 299 TON 50,00 $14,950,00
Aggregate Base 245 CY 35,00 $8,575,00
Subgrade Preparation 1835 SY 1,00 $1,835,00
F&I Striping Detail 38 0 LF 0,00 $0,00
F&I Striping Detail 39 0 LF 0,00 $0.00
F&I Pavement Markings 0 SF 0,00 $0,00
6" Curb & Gutter 784 LF 9,00 $7,056.00
Sidewalk 3528 SF 2.00 $7,056.00
F&I Type M Median Curb 0 LF 0,00 $0.00
Metro Street Sign 1 EA 300.00 $300,00
Stop Sign 1 EA 200,00 $200.00
Street Light - City Standard 5800 Lumen 2 EA 2100.00 $4,200.00
Street Light Conduit & Conductor 300 LF 2,10 $630.00
Street Light Pull Box 1 EA 150,00 $150,00
Monument Encasement 1 EA 250,00 $250,00
Sawcut 100 LF 1,00 $100.00
Pavement Removal (Disposal on Site) 100 SF 0,20 $20,00
TOTAL STREET IMPROVEMENTS
d. UTILITY IMPROVEMENTS
JointTrench 320 LF
Gas Main 0 LF
TOTAL UTILITY IMPROVEMENTS
e. SUBTOTAL IMPROVEMENT COST
f. CONSTRUCTION CONTINGENCY
g. SUBTOTAL IMPROVEMENT COST AND CONTINGENCY
h. INCIDENTAL COST
Design Engineering
Design Eng. Reimburseables & Prints
MBHCP Fees
Improvement Bonds
Construction Staking
Soils and Materials Testing and Report
Contractor Overhead
Plan Check & Inspection Fees
Construction Inspection
Water Inspection Fee
TOTAL INCIDENTAL COST
I. TOTAL KERN RIVER CUL-DE-SAC IMPROVEMENTS,
CONTINGENCY, AND INCIDENTALS
$45,322.00
30.00
10,80
$9,600,00
$0.00
$9,600.00
$62,574.00
$3,129.00
$65,703.00
$4,066,00
$452.00
$546,00
$887.00
$1,971.00
$1,314.00
$6,570.00
$1,674,00
$1,314,00
$228,00
$19,022.00
$84,725.00
607,61 TON 42,76 $25,980.48
413.87 CY 33,07 $13,688,64
3104 SY 2,15 $6,673,60
569 LF 0,72 $409,68
716 LF 0,35 $250.60
425 SF 5,15 $2,188,75
728 LF 8,38 $6,100,64
0 SF 0.00 $0.00
705 LF 7.59 $5,350,95
0 EA 0.00 $0.00
° EA 0,00 $0.00
° EA 0.00 $0.00
0 LF 0.00 $0.00
0 EA 0.00 $0.00
0 EA 0.00 $0,00
° LF 0.00 $0,00
° SF 0.00 $0.00
$60,643.34
$0.0011
$0,00
$0.00
$61,553.34
Included In the abOVe-listed Items
$61,553.34
o LF
° LF
0,00
0,00
$7,000,00
$0,00
$0.00
$0,00
$0,00
$0,00
$6,155.33
$1,515,00
$0.00
$0.00
$14,670.33
$76,223.67
D. TOTAL RIVER WALK AREA IMPROVEMENT COST (Add Items A and C) -INCLUDED IN THIS PAYMENT REQUEST
a. IMPROVEMENTS
b. CONTINGENCY
c, INCIDENTALS
d. TOTAL RIVER WALK AREA IMPROVEMENT COST
INCLUDED IN THIS PAYMENT REQUEST
$973,501,00
$48,675.00
$278,557,00
$1,300,733.00
29586D-2WK4
$1,422,107,53
Included in the above-listed items
$354,043,28
$1,776,150.81
3
$25,980.48
$13,688,64
$6,673,60
$409,68
$250,60
$2,188,75
$6,100,64
$0,00
$5,350,95
$0,00
$0.00
$0.00
$0,00
$0.00
$0,00
$0,00
$0.00
$60,643.34
$0,°°1
$0.00
$0.00
$61,553.34
Included above
$61,553.34
$7,000,00
$0,00
$0,00
$0,00
$0,00
$0,00
$6,155,33
$1,515.00
$0.00
$0,00
$14,670.33
$76,223.67
$1,029,101,38
Included above
$271,631,62
$1,300,733.00
2
2
2
1
2
1
1
1
1
1
1
1
1
07/12/2006
TABLE 1
ITEMIZED IMPROVEMENTS AND ACQUISITION COSTS APPROVED FOR PAYMENT NO.2
IN
RIVER WALK AREA
CITY OF BAKERSFIELD ASSESSMENT DISTRICT NO. 01-2
Item
Item Description
ENGINEER'S REPORT ESTIMATE
Unit Total
Quantity Units Cost Cost
REQUESTED FOR PAYMENT
Unit Total
Units Cost Cost
E. RECAPITULATION
a. TOTAL APPROVED FOR PAYMENT OF ITEMS A AND C PER FINAL ENGINEER'S REPORT
$1,300,733.00
b. TOTAL APPROVED FOR PAYMENT OF ITEMS A AND C PER RIVER WALK AREA PAYMENT NO.2 (PER THIS REQUEST)
$1,300,733.00
c. TOTAL FUNDS AVAILABLE FOR PAYMENT AT A LATER DATE (In River Walk Area of Assessment District No. 01-2)
$0.00
NOTES:
1. Items funded in the Final Engineer's Report for which no payment is requested at this lime and for which no payment will be requested at a later date, as confirmed
by Mcintosh & Associates, Most of these items were either combined with other items, or they are not necessary for completion of the project, or they were labeled
in a different manner in this Application No, 2 than in the Final Engineer's Report for AD 01-2,
2, Based on the savings in costs of the items of work approved in the Final Engineer's Report, there are several "new" items of work approved for payment at this time, All
of these additional items of work are items in the same categories of work as the originally approved items or are items constructed instead of the originally approved items
due to changes in the final design,
3. Items approved for payment at a lesser amount than requested (up to the maximum amount available for payment of all improvements in the River Walk Area
of AD 01-2), or not approved for payment at this lime, since there are no more originally approved funds available in the Improvement Fund for the River Walk Area,
29586D-2WK4
4
07/12/2006
EXHIBIT "A"
"REVISED"
APPLICATION AND CERTIFICATE FOR PAYMENT
\ (OWNER) Castle & Cooke California, Inc.
) 1??oo Stockdale Highway
Bakersfield, CA 93311
PROJECT: Assessment District 01-2 PROCESS DATE: 6/1/06
River Walk Area Improvements to be Acquired
ATTENTION:
Marian Shaw
City of Bakersfield
1501 Truxtun Avenue'
Bakersfield. CA 93301
CONTRACTOR: Castle & Cooke California, Inc.
1??oo Stockdale Highway'
Bakersfield, CA 93311
PROJECT NO: 6800.48 (01-2)
OWNER'S APPUCATION FOR PAYMENT
In accordance with the Acquisition Agreement, application for Payment is made for the following items of work:
Per Exhibit B, Table B-II-E
A. STOCKDALE mGHW A Y (Kern River Bridge to Calloway Drive)
I. IMPROVEMENTS-OTHER THAN LANDSCAPING
a. GRADING $17,928.00
c. STREET IMPROVEMENTS $772,043.19
d. STORM DRAIN IMPROVEMENTS (West) $71,302.00
e. STORM DRAIN IMPRVMENTS(Parcel2West ofCanal)$390,449.oo
f. STORM DRAIN IMPRVMENTS(Parcel 2 East of Canal)$108.832.00
Subtotal Frontage Improvement Costs $1,360,554.19
i. CONSTRUCTION CONTINGENCY
k. INCIDENTAL COSTS , -
Total Stockdale Highway Improvemènts, Contingency
and Incidentals - Other than Lands~aping
$00.00
$339.372.95
$1,699,927.14
C. KERN RIVER PARK CUL-DE-SAC
a. GRADING
c. STREET IMPROVEMENTS
Subtotal Frontage Improvement Costs
$,910.00
$60.643.34
$61,553.34
f. CONSTRUCTION CONTINGENCY
h. INCIDENTAL COSTS
Total Kern River Park Cul-De-Sac Improvements, Contingency
and Incidentals
$00.00
$14.670.33
$76,223.67
The above items of work are 100% complete.
The above amounts are the actual costs for each item of work as oullined in Exhibit "B" of the Engineer's Report
========================================================
EER'S CERTIFICATE FOR PAYMENT
I°Àt
This Certificate is not negotiable, The AMOUNT CERTIFIED
is payable only to the Contractor named herein. Insurance, payment
and acceptance of payment are without prejudice to any rights of the
\
No._13026
, Liability $1,000.00
Fee $0:00
CHICAGO TITLE INSURANCE COMPANY
a corporation, herein called the Company,
GUARANTEES
THE CITY OF BAKERSFIELD
herein called the Assured, agaínst actual loss not exceeding the liability amount'
stated above which the Assured shall sustaín by reason of any incorrectness in
the assurances set forth in Schedule A.
LIABILITY EXCLUSIONS AND LIMITATIONS
1. No guarantee is given nor liability assumed with respect to the identity of
any party named or referred to in Schedule A or with respect to the
validity, legal effect or priority of any matter shown therein.
.....
2. The Company's liability hereunder shall be limited to the amount of
actual loss sustained by the Assured because of reliance upon the
assurance herein set forth, but in no event shall the Company's liability
exceed the liability amount set forth above.
Dated: December 1, 2005
CHICAGO TITLE INSURANCE COMPANY
By:
~¿
Auth~rized Sign re
Please note carefully the liability exclusions and limitations and the specific
assurances afforded by this guarantee. If you wish additional liability , or
assurances other than as contained herein, please contact the Company for
further information as to the availability and cost.
)
Order No. :13026
Liability :$1,000.00
Fee :$0.00
SCHEDULE A
MECHANIC'S LIEN GUARANTEE
1. Name of Assured:
THE CITY OF BAKERSFIELD
2. Date of Guarantee: December 1, 2005
The Assurances referred to on the face page hereof are:
That, according to those public records which impart constructive notice of
matters relating to the title to the land described herein, there are no claims of
statutory liens for labor or mateìials (other than such Claims for which a release
appears in said records), or Notices of the pendency of actions to foreclose such
liens, recorded subsequent to March 9, 2005, which purports to affect said land,
other than those shown below under Exceptions.
The land referred to in this guarantee is descn'bed as tollows:
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
EXCEPTIONS:
NONE
'\
EXHIBIT "A"
ASSESSMENT PISTRICT NO. 01-2
LEGAL DESCRIPTION
BEING ALL THAT PORTION OF SECTION 1, TOWNSHIP 30 SOUTH, RANGE 26
EAST AND SECTION 6, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF
BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A CONCRETE MONUMENT WITH BRASS CAP MARKED "LS 4383"
IN A LAMPHOLE, SAID POINT ALSO BEING THE CENTERLINE INTERSECTION OF
CALLOWAY DRIVE AND STOCKDALE HIGHWAY; THENCE ALONG THE
FOLLOWING SIXTY-NINE (69) COURSES:
1) SOUTH 14°23'21" EAST, ALONG THE CENTERLINE OF CALLOWAY DRIVE, A
DISTANCE OF 98.56 FEET; THENCE
2) DEPARTING SAID CENTERLINE, SOUTH 71 °14'34" WEST, A DISTANCE OF
.59.46 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
STOCKDALE HIGHWAY; THENCE
3} NORTH 59°22'40" WEST, CONTINUING ALONG SAID SOUTHERLY R1GHT-
·OF.WAY LINE, A DISTANCE OF 42.42 FEET; THENCE
4) SOUTH 75°37'55" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 179.35 FEE)"; THENCE
5) SOUTH 80°23'44" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 23.50 FEET; THENCE
6) SOUTH 76°41'0211 WEST, CONTINUING ALÒNG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 193.43 FEET; THENCE
7) SOUTH 72°56'50" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE. A DISTANCE OF 232.58 FEET TO THE BEGINNING OF A
NON-TANGENT CURVE, CONCAVE SOUTHEASTERL V, HAVING A RADIUS
OF 1,050.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH
16°39'29" EAST; THENCE
8) SOUTHWESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID
SOUTHERLY RIGHT-OF-WAY LINE, THROUGH A CENTRAL ANGLE OF
26°34'17". AN ARC DISTANCE OF 486.95 FEET; THENCE, -
9) SOUTH 46°44'36" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 928.07 FEET; THENCE
10) SOUTH 46°44'36" WEST, ALONG THE WESTERLY LINE OF PARCEL "B" OF
PARCEL MAP NO. 11035 AS ACCEPTED FOR RECORD AND FILED IN BOOK
54 OF PARCEL MAPS AT PAGES 29-31 IN THE OFFICE OF THE KERN
COUNTY RECORDER, A DISTANCE OF 1247.43 FEET TO THE SOUTHERLY
MOST CORMER OF SAID PARCEL "B"; THENCE
11) NORTH 00°00'00" EAST, ALONG THE WEST LINE OF SAID PARCEL liB", A
DISTANCE OF 358.01 FEET TO THE SOUTHERLY RI.GHT-OF-WAY UNE OF
STOCKDALE HIGHWAY, SAID POINT ALSO BEING THE BEGINNING OF A
NON-TANGENT CURVE, CONCAVE NORTHERLY. HAVING A RADIUS OF
2,056.04 FEET. FROM WHICH POINT A RADIAL LINE BEARS NORTH
14°05'15" WEST; THENCE
Q:\PROJECTS\680048\LEGALS\0048EM02.doc GC/JM Created on 11/29/2005 11 :30:00 AM Page 1 of 5
\
"I
EXHIBIT "A"
ASSESSMENT DISTRICT NO. 01-2
LEGAL DESCRIPTION
CONTINUED
12) WESTERLY ALONG SAID CURVE AND SAID SOUTHERLY RIGHT-OF-WAY
LINE, THROUGH A CENTRAL ANGLE OF 08°00'18tf, AN ARC DISTANCE OF
287.26 FEET; THENCE
13}SOUTH 41°S1119" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LlNË, A OIST ANCE OF 26.36 FEET; THENCE
14) SOUtH 00°00'00" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 22.39 FEET; THENCE
15) NORTH 90°00'00" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 60.00 FEET; THENCE
16) NORTH 00°00'00" EAST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 2.14 FEET; THENCE
17) NORTH 46°39'02" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 28.73 FEET TO THE BEGINNING OF A NON-
TANGENT CURVE. CONCAVE NORTHERL V, HAVING A RADIUS OF 2,068.04
FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH 03°18'29" WEST;
THENCE
18) WESTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID
SOUTHERLY RIGHT-OF-WAY LINE, THROUGH A CENTRAL ANGLE OF
03°09'18", AN ARC DISTANCE OF 113.88 FEET; THENCE
19) NORTH 84°10'57" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 94.39 FEET;'THENCE
20} NORTH 89°30'22" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 171.02 FEET; THENCE
21) NORTH 82°05'41" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 50.88 FEET; THENCE
22) NORTH 74°09'53" WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 122.12 FEET; THENCE
23}NOR"FH 77°06'5511 WEST, CONTINUING ALONG SAID SOUTHERLY RIGHT-
OF-WAY LINE. A DISTANCE OF 47.35 FEET; THENCE
24) SOUTH 59°39'11" WEST, CONTINUING ALONG SAID SOÙTHERL Y RIGHT-
OF-WAY LINE, A DISTANCE OF 41.92 FEET; THENCE
. 25) DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE, NORTH 73°59137"
WEST, A DISTANCE OF 70,01 FEET TO THE CENTERLINE OF BUENA VISTA
ROAO; THENCE
26) NORTH 16°00'23)1 EAST. ALONG SAID CENTERLINE, A DISTANCE OF 88.18
FEET TO THE CENTERLINE INTERSECTION OF BUENA VISTA ROAD AND
STOCKDALË HIGHWAY, SAID POINT ALSO BEING THE BEGINNING OF A
NON-TANGENT CURVE. CONCAVE NORTHEASTERLY, HAVING A RADIUS
OF 2.001.04 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH
16°01'50" EAST; THENCE
27) WESTERLY ALONG SAID CURVE AND ALONG THE CENTERLINE OF
STOCKDALEHIGHWAY, THROUGH A CENTRAL ANGLE OF 24°41'1]'1, AN
ARC DISTANÇ..E OF 862.22 FEET; THENCE
28) NORTH 50°33'59" WEST, CONTINUING ALONG SAID CENTERLINE, A
DISTANCE OF 570,66 FEET; THENCE
Q:\PROJECTS\680048\LEGALS\0048EM02.doc GC/JM Created on 11/2912005 11 :30:00 AM Page 2 of 5
\
J
EXHIBIT "A"
ASSESSMENT DISTRICT NO. 01-2
LEGAL DESCRIPTION
CONTINUED
29) DEPARTING SAID CENTERLINE, NORTH 40°52'57" EAST, A DISTANCE OF
55.02 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF STOCKDALE
HIGHWAY; THENCE
30) SOUTH 50°33'59" EAST, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A
DISTANCE OF 580.32 FEET; THENCE
31} SOUTH 50°47'40" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 67.22 FEET; THENCE
32) SOUTH 53°15'29" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 116.39 FEET; THENCE
33) SOUTH 58°35'55" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE. A DISTANCE OF 163.63 FEET; THENCE
34) SOUTH 66°44'47" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 174.75 FEET; THENCE
35) SOUTH 65°40'41" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
Of-WAY LINE, A DISTANCE OF 50.13 FEET; THENCE
36) SOUTH 62°44'56" EAST. CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 118.69 FEET; THENCE
37) SOUTH 69°34'13" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE. A DISTANCE OF 44.09 FEET; THENCE
38) NORTH 62°23'28" EAST, CONTINUING ALQNG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE Of 43.44 FEET;'THENCE
39) SOUTH 78°51'44" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 17.01 FEET; THENCE
40) DEPARTING SAID NORTHERLY RIGHT-Of-WAY LINE. NORTH 16°59'55"
EAST, A DISTANCE OF 227.04 FEET; THENCE
41) NORTH 28°00'05" WEST, A DISTANCE OF 28.28 FEET; THENCE
42) NORTH 11 °12'5411 EAST, A DISTANCE OF 76.39 FEET; THENCE
43) NORTH 81°17'26" EAST, A DISTANCE OF 17.35 FEET TO THE BEGINNING
OF A NON-TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 73.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS
SOUTH 34°25'04" EAST; THENCE
44) SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
111°03'36", AN ARC DISTANCE OF 141.50 FEET; THENCE
45) SOUTH 43°10'46" EAST. A DISTANCE OF 19.89 FEET; THENCE
46}SOUTH 21°32'47" WEST. A DISTANCE OF 66.21 FEET; THENCE
47) SOUTH 61 °59'55" WEST. A DISTANCE OF 28.28 FEET; THENCE
48) SOUTH 16°59'55" WEST, A DISTANCE OF 72.00 FEET; THENCE
49) SOUTH 23°20'20" WEST, A DISTANCE OF 90.55 FEET; THENCE
50) SOUTH 16°59'55" WEST, A DISTANCE OF 56.46 FEETTO A POINT ON SAID
NORTHERLY RIGHT-OF-WAY LINE; THENCE
Q:\PROJECTS\680048\LEGALS\0048EM02.doc GC/JM Created on 11/2912005 11 :30:00 AM Page 3 of 5
EXHIBIT "AJS
ASSESSMENT DISTRICT NO. 01-2
LEGAL DESCRIPTION
CONTINUED
)
J
51) SOUTH 32°18'32" EAST, ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, A
DISTANCE OF 42.83 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE, CONCAVE NORTHERL V, HAVING A RADIUS OF 1.930.00 FEET,
FROM WHICH POINT A RAOlAL LINE BEARS NORTH 13°43'19" EAST;
THENCE
52) EASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID
NORTHERLY RIGHT -OF'-WA Y LINE, THROUGH A CENTRAL ANGLE OF
05°25'19", AN ARC DISTANCE OF 182_64 FEET; THENCE
53) SOUTH 81°21'58" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY UNE, A DISTANCE OF 198.04 FEET TO THE BEGINNING OF A
NON-TANGENT CURVE. CONCAVE NORTHERLY, HAVING A RADIUS OF
1.940.00 FEET. FROM WHICH POINT A RADIAL UNE BEARS NORTH
03°20'36" EAST; THENCE
54) EASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE, THROUGH A CENTRAL ANGLE OF
06°15'22", AN ARC DISTANCE OF 211.83 FEET TO THE BEGINNING OF A
NON-TANGENT CURVE, CONCAVE NORTH.WESTERL Y, HAVING A RADIUS
OF 1,946.04 FEET, FROM WHICH POINT A RADIAL LINE BEARS NORTH
03°48'33" WEST; THENCE "
55) NORTHEASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE, THROUGH A CENTRAL ANGLE OF
39°26'51", AN ARC DISTANCE OF 1339.82 FEET; THENCE
56) NORTH 46°44'36" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 928.12 FEET TO THE BEGINNING OF A
NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS
OF 1,160.00 FEET, FROM WHICH POINT A RADIAL LINE BEARS SOUTH
43°13'46" EAST; THENCE
57) NORTHEASTERLY ALONG SAID CURVE AND CONTINUING ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE. THROUGH A CENTRAL ANGL~ OF
24°27'10", AN ARC DISTANCE OF 495.07 FEET; THENCE
58) NORTH 71°13'24" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 231.28 FEET; THENCE
59) NORTH 26°41'43" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 38-49 FEET; THENCE
60) NORTH 72°09'22" EAST. CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 37.27 FEET; THENCE .
61) SOUTH 6:2°50'38" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 18.38 FEET; THENCE
62) NORTH 72°09122" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 66.44 FEET; THENCE
63) NORTH 75°37'19" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 72.89 FEET; THENC~
64) NORTH 75°37'5511 EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 50.73 FEET; THENCE
_ . __ ~y",,,",""''''\''O'''\''O\f cr-A r ~\nnAltJ::Mn? tin!': OCI.IM Created on 11/29/2005 11:30:00 AM Page 4 of 5
EXHIBIT "A"
ASSESSMENT DISTRICT NO. 01-2
LEGAL DESCRIPTION
CONTINUED
65) NORTH 81 °08127" EAST. CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 135.42 FEET; THENCE
66) NORTH 75°37'55" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-
OF-WAY LINE, A DISTANCE OF 33.29 FEET; THENCE
67) NORTH 30°37'20" EAST, CONTINUING ALONG SAID NORTHERLY RIGHT-,
OF-WAY LINE, A DtST ANCE OF 42.49 FEET; THENCE '
68) DEPARTING SAID NORTHERLY RIGHT-Of-WAY LINE, NORTH 75°36'39"
EAST, A DISTANCE OF 70.00 FEET TO THE CENTERLINE Of CALLOWAY
DRIVE; THENCE
69) SOUTH 14°23'21" EAST, ALONG THE CENTERLINE OF CALLOWAY DRIVE, A
DISTANCE OF 86.89 FEET TO THE POINT OF BEGINNING.
CONTAINING 17.13 ACRES, MORE OR LESS.
'-
!\AcINTOSH & ASSOCIATES
2001 Wheelan Court
Bakersfield, CA 93309
(661) 834-4814
Q:\PROJECTS\680048\LEGALS\0048EM02.doc GC/JM Created on 11/2912005 11 :30:00 AM Page 5 or 5
PLEASE COMPLETE THIS INFORMATION
r.:I~CORDING REQUESTED BY
)d for the benefit of the
CITY-o-F~BÄK-ERSFIE[D~
KernCountyRecorder.
j Conformed Copy" '
~,. AUG2 4 2006 I
I\DOCument2!,~\1
L;;.~~.., tl .L.:....ï
WHEN RECORDED MAIL TO:
CITY OF BAKERSFIELD
CITY CLERK
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301
Thla S For Recorde(8 Uoe On.
NOTICE OF COMPLETION
AND
ACCEPTANCE OF WORK
(Work Within Public Right-of-Way)
NOTICE IS GIVEN that work was comp-Ieted on that certain RrQject known as AD 01-2
STOCKDALEÖfor the undersigned agen~ on AUGUST 17 ,.2006, located AT STOCKDALE HIGHWAY
FROM CALL WAY DRIVE TO THE l(ERN RIVER BRIDGe, and that said project was accepted by this
agency on AUGUST 211 2006. The undersigned agency owns the following interest in said property
described above: right-OJ-way and public improvemenfs within the right-of-way.
) The Contractor/Developer on said project was CASTLE & COOKE CALIFORNIA, INC. Please
refer to Assessment District 01-2 on all communications relating to said project. The address of the
undersigned agency is City Hall, 1501 Truxtun Avenue, Bakersfield, California 93301.
I declare under p'enalty of perjury, under the laws of the State of California, that the contents herein
are true and correct to the best of my knowledge.
Executed on August 21,2006, at Bakersfield, California.
~
RAUL M. ROJAS
Public Works Director
By
FILE COPl
G:\GROUPDAT\Construction\NOC\2006\AD 01-2 Stockdale Hwy (Calloway Dr - Kern River Bridge).doc
/,
CITY OF BAKERSFIELD
CLAIM VOUCHER
IVendor No.
CLAIMANrS NAME AND ADDRESS:
I certify that this claim is correct and valid, and is a proper
charge against the City Agency and account indicated.
CASTLE & COOKE CALIFORNIA. INC.
10000 STOCKDALE HIGHWAY, SUITE 300
BAKERSFIELD. CA 93311
(AUTHORIZED SIGNATURE OF CITY AGENCY)
Date:
PLEASE PROVIDE SHORT EXPLANATION OF PAYMENT:
8/31/2006 Initials of Preparer: GE
CITY DEPARTMENT:
Public Works
(IncludIng Contract Number if Applicable)
IMPROVEMENTS FOR ASSESSMENT DISTRICT NO. 01-2, RIVER WALK AREA
,.
Fund Dept.
Base Element Project #
Invoice Number
Amount
Comments on check stub
)
,J 4031
822
8041 KEA61 0
$1,300,733.00
VOUCHER TOTAL
$1300.733.00
SECTION 72, PENAL CODE
Section 72, Presenting False Claims. Every person who with intent to defraud,
IW ''lts for allowance or for payment to any state board or officer, or any
0... ). town, city district, ward or village board or officer, authorized to allow
or pay the same If genuine, any false or fraudulent claim, bill, account, voucher,
or writing, is guilty of a felony.
FINANCE DEPT. USE ONLY
Examined & Approved for Payment
Amount
G:\en9\SHAREDlExcel\ClaimVouchers\CASTLE&COOKE,xIS9:24 AM
EXHIBIT "A"
"REVISED"
APPLICATION AND CERTIFICATE FOR PAYMENT
(OWNER) Castle & Cooke, California, Inc.
10000 Stockdale Highway
Bakersfield, CA 93311
PROJECT: Assessment District 01-2
River Walk Area Improvements to be Acquired
PROCESS DATE: 6/1/06
ATTENTION:
Marian Shaw
City of Bakersfield
1501 Truxtun Avenue
Bakersfield. CA 93301
CONTRACTOR: Castle & Cooke California, Inc.
10000 Stockdale Highway
Bakersfield, CA 93311
PROJECT NO: 6800.48 (01-2)
OWNER'S APPLICATION FOR PAYMENT
In accordance with the Acquisition Agreement, application for Payment is made for the following items of work:
Per Exhibit B, Table B-II-E
A. STOCKDALE HIGHWAY (Kern River Bridge to Calloway Drive)
I. IMPROVEMENTS-OTHER THAN LANDSCAPING
a. GRADING $17,928.00
c. STREET IMPROVEMENTS $772,043.19
d. STORM DRAIN IMPROVEMENTS (West) $71,302.00
e. STORM DRAIN IMPRVMENTS(Parcel 2West of Canal)$390,449.00
f. STORM DRAIN IMPRVMENTS(Parcel 2 East of Canal)$108.832.00
Subtotal Frontage Improvement Costs $1,360,554.19
i. CONSTRUCTION CONTINGENCY
k. INCIDENTAL COSTS
Total Stockdale Highway Improvements, Contingency
and Incidentals - Other than Landscaping
$00.00
$339.372.95
$1,699,927.14
C. KERN RIVER PARK CUL-DE-SAC
a. GRADING
c. STREET IMPROVEMENTS
Subtotal Frontage Improvement Costs
$,910.00
$60,643.34
$61,553.34
f. CONSTRUCTION CONTINGENCY
h. INCIDENTAL COSTS
Total Kern River Park Cul-De-Sac Improvements, Contingency
and Incidentals
$00.00
$14.670.33
$76,223.67
The above items of work are 100% complete,
The above amounts are the actual costs for each item of work as outlined in Exhibit "B" of the Engineer's Report
--------------------------------------------------------
--------------------------------------------------------
This Certificate is not negotiable, The AMOUNT CERTIFIED
is payable only to the Contractor named herein, Insurance, payment
and acceptance of payment are without prejudice to any rights of the
Owner or Contractor under this Contract.
OWNER'S CERTIFICATION
ì~
Castle & Cooke California, Inc. hereby certifies that the materials or services shown hereon were furnished to the City of
Bakersfield: that no part thereof has been paid; that the items of this claims are just and legal; that there is due the
undersigned the amount shown hereon.
CASTLE & COOKE CALIFORNIA, INC.
10000 STOCKDALE HIGHWAY
BAKERSFIELD, CA 93311
óf (]jjJ)q t()~
LAURA WHITAKER-VICE PRESIDENT
EXHIBIT B
TABLE B-II-E
ENGINEER'S REPORT
CITY OF BAKERSFIELD ASSESSMENT DISTRICT NO, 01-2
ENGINEER'S ITEMIZED ESTIMATE OF IMPROVEMENT ACQUISITION COST
RIVER WALK AREA IMPROVEMENTS TO BE ACQUIRED
QUANTITY UNIT PRICE, $ EXTENSIONS, $
Item Item Description Actual A.D. Estimate Actual Difference
A. STOCKDALE HIGHWAY (Kern River Bridge to Calloway Drive)
I. IMPROVEMENTS· OTHER THAN LANDSCAPING
a. GRADING
Roadway Excavation 7536 1.25 34,294.00 9,420.00 +24,874.00
Grading Median Curb 8508 1.00 0.00 8,508.00 -8,508.00
TOTAL GRADING IMPROVEMENTS 34,294.00 17,928.00 +16,366.00
b.WATERIMPROVEMENTS
12" Waterline 0.00 0,00 +0.00
16" Waterline 0.00 0,00 +0.00
12" Gate Valve 0.00 0.00 +0.00
16" Gate Valve 0,00 0.00 +0.00
6" Fire Hydrant Stub with 6" Gate Valve 0.00 0.00 +0,00
Wharf Hydrant 0.00 0.00 +0.00
16" Tie to Existing 16" Water Line 0.00 0.00 +0.00
16" Road Bore 0.00 0,00 +0.00
TOTAL WATER IMPROVEMENTS 0.00 0.00 +0.00
c.STREETIMPROVEMENTS
AC Paving 4283.3 40.26 173,150.00 172,442.16 707.84
Aggregate Base 1945.1 32.91 55,055.00 64,012.62 -8,957.62
Subgrade Preparation 14587 3.08 11,797.00 44,996.50 -33,199.50
Petromat for Overlay 350402 0.08 0.00 28,032.16 -28,032.16
F&I Concrete Asphalt Overlay 350402 0.56 0.00 196,225.12 -196,225.12
Grind Existing Concrete 14700 0.27 0.00 3,969.00 -3,969.00
Grind Existing Concrete 10572 0.30 0.00 3,171.60 -3,171.60
F&I Traffic Control 1 17450.00 0.00 17,450.00 -17,450.00
Additional Paving 1 8937.76 0.00 8,937.76 -8,937.76
6" Curb & Gutter 7462 8.38 61,182,00 62,531.56 -1,349.56
Sidewalk 6221 2.03 74,780.00 12,628.63 62,151.37
F&I Driveway Approach 219 2.03 0.00 444.57 -444.57
Guard Rail 132.00 0.00 132,00
A.C Removal 1,768.80 0.00 1,768.80
Sign 1,200.00 0.00 1,200.00
Relocate Sign 2,600.00 0.00 2,600.00
Paint Stripe - Detail 9 9657 0.69 3,882.50 6,663.33 -2,780.83
Paint Stripe - Detail 38 2631 0.72 510.00 1 ,894.32 -1,384.32
Paint Stripe - Detail 39 8891 0.35 7,335.25 3,111.85 4,223.40
6/1/2006
BII E-1
File: StockdaleHwy.XLS: Stockdale
UNIT PRICE, $ EXTENSIONS, $
Item Description AD. Estimate Actual Difference
Pavement Marking 2355 5.15 1,248.00 12,128.25 -10,880.25
Pavement Marker 598,50 0.00 598,50
Monument Encasement 2,500.00 0.00 2,500,00
Median Curb & Gutter 638 7.59 5,490.00 4,842.42 647.58
Median Curb 8508 6.44 69,664.00 54,791.52 14,872.48
Handicap Ramps 185 2.03 0.00 375.55 -375.55
F&I 6' Wide Cross Gutter 629 6.75 0.00 4,245.75 -4,245,75
F&I Type A 1-6 Curb 499 7.59 0.00 3,787.41 -3,787.41
F&I Traffic Control 1 25661.00 0.00 25,661.00 -25,661.00
Extra Traffic Control 1 39700.11 0.00 39,700.11 -39,700.11
Street Lghts-Mast Arm 9500 Lumen 0.00 0,00 0.00
Street Light 31/2" Pull Box 0.00 0.00 0.00
Interconnect - #5 Pull Box 0.00 0,00 0.00
1-1/2" Conduit with 2 ea #4 Wire 0.00 0.00 0.00
2" Interconnect Conduit 0.00 0.00 0.00
4" Landscape Conduit 0.00 0.00 0.00
TOTAL STREET IMPROVEMENTS 472,894.00 772,043.19 -299,149.19
d. STORM DRAIN IMPROVEMENTS (West)
18" Storm Drain Line 95 28.00 320.00 2,660.00 -2,340.00
24" Storm Drain Line 413 34.00 4,725.00 14,042.00 -9,317.00
18" RCP (Concrete Encased) 290 50.00 0.00 14,500.00 -14,500.00
Type A Catch Basin 6 1800.00 4,500.00 10,800.00 -6,300.00
Type A Catch Basin(over exist 42'7 1 2000.00 0.00 2,000.00 -2,000.00
Manhole 7,000.00 0.00 +7,000.00
Pavement Patch for 18" 28 250.00 0.00 7,000.00 -7,000.00
Pavement Patch for 24" 28 250.00 0.00 7,000.00 -7,000.00
Traffic Control 1 7000.00 0.00 7,000.00 -7,000.00
Outlet Structure 2,000.00 0.00 +2,000.00
Drop Inlets 3 1600.00 0.00 4,800.00 -4,800.00
Remove 18" Storm Drain 320.00 0.00 +320.00
Remove existing Catch Basin 1 1500.00 0.00 1,500.00 -1,500.00
Jack Pipe (30" Pipe) 44,280.00 0.00 +44,280.00
TOTAL STORM DRAIN IMPROVEMENTS (West) 63,145.00 71,302.00 -8,157.00
e. STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage West of Pioneer Canal)
18" Storm Drain Line 40 26.00 820.00 1,040.00 -220.00
42" Storm Drain Line 2504 81.00 130,020,00 202,824.00 -72,804.00
30" Storm Drain Line 24 40.00 0.00 960.00 -960.00
42" C-76 Storm Drain Line 80 178.00 0.00 14,240.00 -14,240.00
18" C-76 Storm Drain Line 30 94.00 0.00 2,820.00 -2,820.00
Excavation (Detention Basin) 20000 1,25 20,400,00 25,000.00 -4,600.00
Mobilization & Construction Water 1 10000.00 0.00 10,000.00 -10,000.00
Basin Fencing 827 57,00 23,382.00 47,139.00 -23,757.00
Block Wall 212 60.50 0.00 12,826.00 -12,826.00
12' Basin Fence Gate 1875.00 700.00 0.00 +700.00
Type A Catch Basin 3 2000.00 4,500.00 6,000.00 -1,500.00
Manhole 9 2400.00 9,800.00 21,600.00 -11,800.00
Outlet Structure 2500.00 4,000,00 0,00 +4,000.00
Traffic Control 1 5000.00 0.00 5,000.00 -5,000.00
Remove & Abandon Existing 18" line 1 5000.00 0.00 5,000.00 -5,000.00
6/1/2006
BII E-2 File: StockdaleHwy.XLS: Stockdale
Item Item Description Actual Difference
Bore (2) 1 28000.00 0.00 28,000.00 -28,000.00
Receiving Pits for bores 1 6000.00 0.00 6,000.00 -6,000.00
\ Field Collars 1 2000.00 0.00 2,000.00 -2,000.00
I
Replace Rip Rap 675.00 0.00 +675.00
Jack Pipe (18" Pipe) 3,600.00 0,00 +3,600.00
Jack Pipe (42" Pipe) 14,400.00 0.00 +14,400.00
TOTAL STORM DRAIN IMPROVEMENTS {Parcel 2 Frontage West of Pi( 212,297.00 390,449.00 -178,152.00
f. STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage East of Pioneer Canal)
18" Storm Drain Line 164 28,00 800.00 4,592.00 -3,792,00
24" Stonn Drain Line 33 34.00 0.00 1,122.00 -1,122.00
30" Stonn Drain Line 16 43.00 0.00 688.00 -688.00
36" Stonn Drain Line 633 54.00 0.00 34,182.00 -34,182.00
42" Storm Drain Line 397 84.00 35,820.00 33,348.00 +2,472.00
Type A Catch Basin 3 1800.00 0.00 5,400.00 -5,400.00
Type A Catch Basin (over 8' 1 2000.00 0.00 2,000.00 -2,000.00
Traffic Control 2 7000.00 0.00 14,000.00 -14,000.00
Outlet Structure 1 2500.00 0.00 2,500.00 -2,500.00
Manhole 5 2200.00 2,800.00 11,000.00 -8,200.00
Jack Pipe (18" Pipe) 12,480.00 0.00 +12,480.00
TOTAL STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage East of Pio 51.900.00 108,832.00 -56,932.00
g. BLOCK WALL AND GATES (At Storm Drain Basin)
Basin Block Wall 0.00 0.00 +0.00
24' Gate 0.00 0.00 +0.00
36' Gate 0.00 0.00 +0.00
TOTAL BLOCK WALL AND GATES (At Storm Drain Basin) 0.00 0.00 0.00
h. SUBTOTAL FRONTAGE IMPROVEMENT COST 834,530.00 1,360,554.19 -526,024.19
I. CONSTRUCTION CONTINGENCY 41,726.15 0.00 +41,726.15
J. SUBTOTAL FRONTAGE IMPROVEMENT COST AND CONTINGENCY 876,256.15 1,360,554.19 -484,298.04
k. INCIDENTAL COST
Design Engineering 84,024.00 82,241.85 +1,782.15
Improvement Bonds 12,912.00 +12,912.00
Construction Staking 28,694.00 60,154.14 -31,460.14
Soils and Materials Testing and Report 19,129.00 43,447.50 -24,318.50
Contractor Overhead 95,647.00 136,055.42 -40,408.42
Plan Check Fees 0.00 +0.00
Construction Inspection 19,129.00 17,474.04 +1,654.96
Water Inspection Fee 0.00 +0.00
TOTAL INCIDENTAL COST 259,535.00 339,372.95 -79,837.95
I. TOTAL STOCKDALE HIGHWAY IMPROVEMENTS, CONTINGENCY, 1,135,791.15 1,699,927.14 -564,135.99
AND INCIDENT ALS-OTHER THAN LANDSCAPING
6/1/2006
BII E-3
File: StockdaleHwy.XLS: Stockdale
CASTLE & COOKE CAIÎFORNIA, INC.
ASSESSMENT DISTRICT 01·2 BILLABLES
RIVER WALK AREA IMPROVEMENTS TO BE ACQUIRED
QUANTITY UNIT PRICE, $ EXTENSIONS, $
Item Item Description I Units I Estimate Actual Difference Estimate Actual Difference A.D. Estimate Actual Difference
A. STOCKDALE HIGHWAY (Kern River Bridge to Calloway Drive)
I. IMPROVEMENTS· OTHER THAN LANDSCAPING
a. GRADING
Roadway Excavation CY 17147 7536 -9,611 2.00 1.25 -0.75 34,294.00 9,420.00 +24,874.00 Granite 212318-1&2
Grading Median Curb LF 0 8508 +8,508 0.00 1.00 +1.00 0.00 8,508.00 -8,508.00 BkrsfldCncrt 0901043
TOTAL GRADING IMPROVEMENTS 34,294.00 17.928.00 +16,366.00
b. WATER IMPROVEMENTS
12" Waterline LF 0 +0 11.00 -11.00 0.00 0.00 +0.00
16" Waterline LF 0 +0 11.00 -11.00 0.00 0.00 +0.00
12" Gate Valve EA 0 +0 11.00 -11.00 0.00 0.00 +0.00
16" Gate Valve EA 0 +0 11.00 -11.00 0.00 0.00 +0.00
6" Fire Hydrant Stub with 6" Gate Valve EA 0 +0 11.00 -11.00 0.00 0.00 +0.00
Wharf Hydrant EA 0 +0 17.00 -17.00 0.00 0.00 +0.00
16" Tie to Existing 16" Water Line EA 0 +0 800.00 -800.00 0.00 0.00 +0.00
16" Road Bore LF 0 +0 600.00 -600.00 0.00 0.00 +0.00
TOTAL WATER IMPROVEMENTS 0.00 0.00 +0.00
c.STREETIMPROVEMENTS
A.C Paving TON 3463 4283.3 -820.3 50.00 40.26 9.74 173,150.00 172,442.16 707.84 Granite
Aggregate Base CY 1573 1945.1 -372.1 35.00 32.91 2.09 55,055.00 64,012.62 -8,957.62 Granite
Subgrade Preparation SY 11797 14587 -2790 1.00 3.08 -2.08 11,797.00 44,996.50 -33,199.50 Granite
Petromat for Overlay SF 0 350402 -350402 0.00 0.08 -0.08 0.00 28,032.16 -28,032.16 Granite 212318-5&6
F&I Concrete Asphalt Overlay SF 0 350402 -350402 0.00 0.56 -0.56 0.00 196,225.12 -196,225.12 Granite 212318-5&6
Grind Existing Concrete SF 0 14700 -14700 0.00 0.27 -0.27 0.00 3,969.00 -3,969.00 Granite 212318-6
Grind Existing Concrete SF 0 10572 -10572 0.00 0.30 -0.30 0.00 3,171.60 -3,171.60 Granite 212318-5
F&I Traffic Control LS 0 1 -1 0.00 17450.00 -17450.00 0.00 17,450.00 -17,450.00 Granite
Additional Paving LS 0 1 -1 0.00 8937.76 -8937.76 0.00 8,937.76 -8,937.76 Granite 212318-7
6" Curb & Gutter LF 6798 7462 -664 9.00 8.38 0.62 61,182.00 62,531.56 -1,349.56 BksrfldCncrt 0515043
Sidewalk SF 37390 6221 31169 2.00 2.03 -0.03 74,780.00 12,628.63 62,151.37 BksrfldCncrt 1204046
F&I Driveway Approach SF 0 219 -219 0.00 2.03 -2.03 0.00 444.57 -444.57 BksrfldCncrl 1204046
MciNTOSH & ASSOCIATES, Civil Engineers land Surveyorsf 2001 Wheelan Courtf Bakersfield, California 93309
Page 1 of 4 File: Stockdale Hwy.XLS: Stockdale
QUANTITY UNIT PRICE, $ EXTENSIONS, $
Item I Item Description Estimate Actual Difference Estimate Actual Difference A.D. Estimate Actual Difference
Guard Rail LF 66 66 2.00 2.00 132.00 0.00 132,00
A.C Removal SF 8844 8844 0.20 0.20 1 ,768.80 0.00 1,768.80
Sign EA 6 6 200.00 200.00 1,200.00 0.00 1,200.00
Relocate Sign EA 26 26 100.00 100.00 2,600.00 0.00 2,600.00
Paint Stripe - Detail 9 LF 7765 9657 -1892 0.50 0.69 -0.19 3,882.50 6,663.33 -2,780.83 Granite 212318-5&6
Paint Stripe - Detail 38 LF 510 2631 -2121 1.00 0.72 0.28 510.00 1,894.32 -1,384.32 Granite 212318-5&6
Paint Stripe - Detail 39 LF 11285 8891 2394 0.65 0.35 0.30 7,335.25 3,111.85 4,223.40 Granite 212318-5&6
Pavement Marking SF 390 2355 -1965 3.20 5.15 -1.95 1,248.00 12,128.25 -10,880.25 Granite 212318-5&6
Pavement Marker EA 171 171 3.50 3.50 598.50 0.00 598.50
Monument Encasement EA 10 10 250.00 250.00 2,500.00 0.00 2,500.00
Median Curb & Gutter LF 610 638 -28 9.00 7.59 1.41 5,490.00 4,842.42 647.58 BksrfldCncrt 1002040
Median Curb LF 8708 8508 200 8.00 6.44 1.56 69,664.00 54,791.52 14,872.48 BksrfldCncrt 0901042
Handicap Ramps SF 0 185 -185 0.00 2.03 -2.03 0.00 375.55 -375.55 BksrfldCncrl 0426050
F&I 6' Wide Cross Gutter SF 0 629 -629 0.00 6.75 -6.75 0.00 4,245.75 -4,245.75 BksrfldCncrl 0426050
F&I Type A1-6 Curb LF 0 499 -499 0.00 7.59 -7.59 0.00 3,787.41 -3,787.41 BksrfldCncrl 0515043
F&I Traffic Control LS 0 1 -1 0.00 25661.00 -25661.00 0.00 25,661.00 -25,661.00 BksrfldCncrl >
Extra Traffic Control LS 0 1 -1 0.00 39700.11 -39700.11 0.00 39,700.11 -39,700.11 BksrfldCncrl J
Street Lghts-Mast Arm 9500 Lumen EA 0 0 2100.00 2100.00 0.00 0.00 0.00
Street Light 3 1/2" Pull Box EA 0 0 150.00 150.00 0.00 0.00 0.00
Interconnect - #5 Pull Box EA 0 0 180.00 180.00 0.00 0.00 0.00
1-1/2" Conduit with 2 ea #4 Wire LF 0 0 6.00 6.00 0.00 0.00 0.00
2" Interconnect Conduit LF 0 0 1.50 1.50 0.00 0.00 0.00
4" Landscape Conduit LF 0 0 4.00 4.00 0.00 0.00 0.00
TOTAL STREET IMPROVEMENTS 472,894.00 772,043.19 ·299.149.19
Inv# 212318-1 ,212318-2,212318-3,212318-4,212318-6
> Inv #1 002040,0515043,0709040
< Inv #0901 042,1002040
Inv# 1119046,0901043
d. STORM DRAIN IMPROVEMENTS (West)
18" Storm Drain Line LF 16 95 +79 20.00 28,00 +8.00 320.00 2,660,00 -2,340.00 Turman 5838
24" Storm Drain Line LF 175 413 +238 27.00 34.00 +7.00 4,725.00 14,042.00 -9,317.00 Turman 5838
18" RCP (Concrete Encased) LF 0 290 +290 0.00 50.00 +50.00 0.00 14,500.00 -14,500.00 Turman 5950
Type A Catch Basin EA 3 6 +3 1500.00 1800.00 +300.00 4,500.00 10,800.00 -6,300.00 Turman
Type A Catch Basin(over exist 42") EA 0 1 +1 0.00 2000.00 +2,000.00 0.00 2,000.00 -2,000.00 Turman 5888&5892
Manhole EA 5 -5 1400.00 -1,400.00 7,000.00 0.00 +7,000.00
Pavement Patch for 18" LF 0 28 +28 0.00 250.00 +250.00 0.00 7,000.00 -7,000.00 Turman 5838
MCiNTOSH & ASSOCIATES, Civil Engineers Land Surveyorsf 2001 Wheelan Courtf Bakersfield, California 93309
Page 2 of 4
File: StockdaleHwy.xLS: Stockdale
QUANTITY Ut.JIT PRICE, $ EXTENSIONS, $
Item I Item Description Estimate Actual Difference Estimate Actual Difference A.D. Estimate Actual Difference
Pavement Patch for 24" LF 0 28 +28 0.00 250.00 +250.00 0.00 7,000.00 -7,000.00 Turman 5838
Traffic Control LS 0 1 +1 0.00 7000.00 + 7,000.00 0.00 7,000.00 -7,000.00 Turman 5838
Outlet Structure EA 1 -1 2000.00 -2,000.00 2,000.00 0.00 +2,000.00
Drop Inlets EA 0 3 +3 0.00 1600.00 +1,600.00 0.00 4,800.00 -4,800.00 Turman 5950
Remove 18" Storm Drain LF 16 -16 20.00 -20.00 320.00 0.00 +320.00
Remove existing Catch Basin EA 0 1 +1 0.00 1500.00 +1,500.00 0.00 1,500.00 -1,500.00 Turman 5888&5892
Jack Pipe (30" Pipe) LF 123 -123 360.00 -360.00 44,280.00 0.00 +44,280.00
TOTAL STORM DRAIN IMPROVEMENTS (West) 63,145.00 71.302.00 -8,157.00
Inv # 5888,5892,5950
e. STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage West of Pioneer Canal)
18" Storm Drain Line LF 41 40 -1 20.00 26.00 +6.00 820.00 1,040.00 -220.00 Turman 5240&5292
42" Storm Drain Line LF 2167 2504 +337 60.00 81.00 +21.00 130,020.00 202,824.00 -72,804,00 Turman 5240&5292
30" storm Drain Une LF 0 24 +24 0.00 40.00 +40.00 0.00 960.00 -960.00 Turman 5240&5292
42" C-76 storm Drain Une LF 0 80 +80 0.00 178.00 +178.00 0.00 14,240.00 -14,240.00 Turman 5292
18" C-76 storm Drain Une LF 0 30 +30 0.00 94.00 +94.00 0.00 2,820.00 -2,820.00 Turman 5292
Excavation (Detention Basin) CY 10200 20000 +9,800 2.00 1.25 -0.75 20,400.00 25,000.00 -4,600.00 Turman 5240
Mobilization & Construction Water LS 0 1 +1 0.00 10000.00 +10,000.00 0.00 10,000.00 -10,000.00 Turman 5240
Basin Fencing LF 866 827 -39 27.00 57.00 +30.00 23,382.00 47,139.00 -23,757.00 C&FMasonry
Block Wall LF 0 212 +212 0.00 60.50 +60.50 0.00 12,826.00 -12,826.00 C&FMasonry 0828041
12' Basin Fence Gate EA 1 -1 700.00 1875.00 +1,175.00 700.00 0.00 +700.00
Type A Catch Basin EA 3 3 +0 1500.00 2000.00 +500.00 4,500.00 6,000.00 -1,500.00 Turman 5541
Manhole EA 7 9 +2 1400.00 2400.00 +1,000.00 9,800.00 21,600.00 -11,800.00 Turman 5240&5292
Outlet Structure EA 2 -2 2000.00 2500.00 +500.00 4,000.00 0.00 +4,000.00 Turman
Traffic Control LS 0 1 +1 0.00 5000.00 +5,000.00 0.00 5,000.00 -5,000.00 Turman 5240
Remove & Abandon Existing 18" line LS 0 1 +1 0.00 5000.00 +5,000.00 0.00 5,000.00 -5,000.00 Turman 5541
Bore (2) LS 0 1 +1 0.00 28000.00 +28,000.00 0.00 28,000.00 -28,000.00 Turman 5292&5541
Receiving Pits for bores LS 0 1 +1 0.00 6000.00 +6,000.00 0.00 6,000.00 -6,000.00 Turman 5292
Field Collars LS 0 1 +1 0.00 2000.00 +2,000.00 0.00 2,000.00 -2,000.00 Turman 5292
Replace Rip Rap CY 27 -27 25.00 -25.00 675.00 0.00 +675.00
Jack Pipe (18" Pipe) LF 30 -30 120.00 -120.00 3,600.00 0.00 +3,600.00
Jack Pipe (42" Pipe) LF 72 -72 200.00 -200.00 14,400.00 0.00 +14,400.00
TOTAL STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage West of Pioneer Canal) 212,297.00 390,449.00 -178.152.00
Inv's for block wall 1211021,1211022
f. STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage East of Pioneer Canal)
18" Storm Drain Line LF 40 164 +124 20.00 28.00 +8.00 800.00 4,592.00 -3,792.00 Turman 5838
MciNTOSH & ASSOCIATES, Civil Engineers Land Surveyors, 2001 Wheelan Court, Bakersfieldf California 93309
Page 3 of 4
File: StockdaleHwy.xLS: Stockdale
QUANTITY UNIT PRICE, $ EXTENSIONS, $
Item I Item Description Estimate Actual Difference Estimate Actual Difference A.D. Estimate Actual Difference
24" storm Drain Une LF 0 33 +33 0.00 34.00 +34.00 0.00 1,122.00 -1,122.00 Turman 5838
30" storm Drain Line LF 0 16 +16 0.00 43.00 +43.00 0.00 688.00 -688.00 Turman 5838
36" storm Drain Une LF 0 633 +633 0.00 54.00 +54.00 0.00 34,182.00 -34,182.00 Turman 5838
42" Storm Drain Line LF 597 397 -200 60.00 84.00 +24.00 35,820.00 33,348.00 +2,472.00 Turman 5838
Type A Catch Basin EA 0 3 +3 0.00 1800.00 +1,800.00 0.00 5,400.00 -5,400.00 Turman 5888&5892
Type A Catch Basin (over 87 EA 0 1 +1 0.00 2000.00 +2,000.00 0.00 2,000.00 -2,000.00 Turman 5888&5892
Traffic Control LS 0 2 +2 0.00 7000.00 +7,000.00 0.00 14,000.00 -14,000.00 Turman 5838
Outlet structure EA 0 1 +1 0.00 2500.00 +2,500.00 0.00 2,500.00 -2,500.00 Turman 5838
Manhole EA 2 5 +3 1400.00 2200.00 +800.00 2,800.00 11,000.00 -8,200.00 Turman
Jack Pipe (18" Pipe) LF 104 -104 120.00 -120.00 12,480.00 0.00 +12,480.00
TOTAL STORM DRAIN IMPROVEMENTS (Parcel 2 Frontage East of Pioneer Canal) 51,900.00 108,832.00 -56,932.00
g. BLOCK WALL AND GATES (At Storm Drain Basin)
Basin Block Wall LF 0
24' Gate LF 0
36'Gate EA 0
TOTAL BLOCK WALL AND GATES (At Storm Drain Basin)
l. CONSTRUCTION CONTINGENCY
j. SUBTOTAL FRONTAGE IMPROVEMENT COST AND CONTINGENCY
5%
-20.00 0.00 0.00 +0.00
-60.00 0.00 0.00 +0.00
-1,400.00 0.00 0.00 +0.00
0.00 0.00 0.00
834,530.00 1,360,554.19 -526,024.19
41,726.15 0.00 +41,726.15
876,256.15 1.360,554.19 -484,298.04
84,024.00 82,241.85 +1,782.15 Mclntosh&As see sheet
12,912.00 +12,912.00
28,694.00 60,154.14 -31,460.14 Mclntosh&As see sheet
19,129.00 43,447.50 -24,318.50 SoilsEngr
95,647.00 136,055.42 -40,408.42 Castle&Cooke 01-2-09
0.00 +0.00
19,129.00 17,474.04 +1,654.96 Mclntosh&As see sheet
0.00 +0.00
259.535.00 339,372.95 -79,837.95
1,135,791.15 1,699,927.14 -564,135.99
+0 20.00
+0 60.00
+0 1400.00
h.SUBTOTALFRONTAGEIMPROVEMENTCOST
k. INCIDENTAL COST
Design Engineering
Improvement Bonds
Construction Staking
Soils and Materials Testing and Report
Contractor Overhead
Plan Check Fees
Construction Inspection
Water Inspection Fee
TOTAL INCIDENTAL COST
Inv# 0011010,0011110,0011173,0011257,0011400,0011490,0011595,0011615,0011635
I. TOTAL STOCKDALE HIGHWAY IMPROVEMENTS, CONTINGENCY,
AND INCIDENTALS-OTHER THAN LANDSCAPING
MCiNTOSH & ASSOCIATES, Civil Engineers land Surveyors, 2001 Wheelan Court, Bakersfieldf California 93309
Page 4 of 4
File: StockdaleHwy,XLS: Stockdale
RECEIVED
¡j,i -ir·
"-:' ; :~ '!~ ~.. 1
~.: :::. ~<
WHEN RECORDED MAIL TO:
Castle & Cooke Californiaf Inc.
P. O. Box 11165
Bakersfieldf CA 93389
Attention: Carol A. stringer
Contract No. 7308
James MaÆlesrAssessor - Recorder SABRINA
Kern County fficia Records 7/26/2002
Recorded at the request of 8:01 AM
American Title
DOC#: 0202118606 Sial Types: 1 Pages: 1
\\ \l\\\ll\\\\\ill\I\ll\ 1\1 Fees 7.00
Taxes 0.00
Others 0.00
PAID $7.00
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN THAT:
1. The undersigned is the owner of the interest or estate stated below in
the property hereinafter described.
2. The full name of the undersigned is CASTLE & COOKE CALIFORNIA, INC.,
formerly known as Castle & Cooke Homes California, Inc.
3. The full address of the undersigned is 10,000 Stockdale Highway,
Bakersfield, CA 93311.
4. The Work of Improvement on the property hereinafter described as
completed on July 22, 2002.
5. The name of the contract, if any, for such work of improvements was
TURMAN CONSTRUCTION CO., INC.
6. The property on which said work of improvement was completed is in the
City of Bakersfield, County of Kern, state of california, and is
described as follows:
Completion of storm Drain North side Stockdale Hwy, West of Calloway
Drive in portion Section 6, Township 30 South, Range 27 East.
signature
of Owner:
STATE OF CALI.FORNIA
COUNTY OF KERN
STEPHAN J. DeBRANCH, being duly sworn, says that he is the vice President of
CASTLE & COOKE CALIFORNIA, INC., the corporation that executed the foregoing
notice as owner of the aforesaid interest or estate in the property therein
described; that he makes this verification on behalf of said corporation; that
he has read said notice and knows the contents thereof, and that the facts
therein stated are true of his own knowledge.
SUBSCRIBED AND SWORN TO before me
°r::~/;;;~
TURMAN CONSTRUCTION COMPANY, INC.
4301 PARK CIRCLE
BAKERSFIELD, CALIFORNIA 93309-4088
State of California's Contractor's License No. 227755
PHON E 661·831-0905· FAX 661·322·9767
EmaD maD @turmanoonstruction.oom
FEB 1 4 2002
RECEIVED
MAR 11 2002
Castle & Cooke of California Inc.
Attn: Sharon Haynes
PO Box 11165
Bakersfield, CA 93389-1165
Date: 01/31/2002
Invoice #: 5240
Job #: 2235
ITEM
Payment Request For: C&C Contract # 7308 OS Stockdale Hwy 42" Storm Drain
DESCRIPTION QTY RATE UIM COMP % COMP % EXTENTION
AMOUNT
Contract Amount Utilities $335,484.00
Change Orders $0.00
Current Contract Amount $335,484.00
Prior Billings 0.00% $0.00
Current Billing 74.16% $248,781.60
Contract Billed To Date $248,781.60
Remaining Contract $86,702.40
Prior % Curr %
42- Storm Drain Pipe North Side of Stockdale Hwy.
) 1 Mobilization 1.0 10,000.00 LS 0.00% 100.00% 10,000.00
2 Sump Excavation (Approx. 20,000 Yds) 1.0 25,000.00 LS 0.00% 100.00% 25,000.00 . t,, ,<:b~
3 42" RCPRG CL III, B Wall 2,504.0 81.00 LF 0.00% 90.00% 182,541.60
4 30· RCPRG CL III, B Wall 24.0 40.00 LF 0.00% 90.00% 864.00
5 18" RCPRG CL III, B Wall 40.0 26.00 LF 0.00% 90.00% 936.00
6 42" C-76 CL III DRG CW JP 80.0 178.00 LF 0.00% 0.00% 0.00
7 18" C-76 CL III DRG CW JP 30.0 94.00 LF 0.00% 0.00% 0.00
8 Manhole 9.0 2,400.00 EA 0.00% 90.00% 19,440.00 .
9 Catch Basin 3.0 2,000.00 EA 0.00% 0.00% 0.00
10 Remove And Abondon Existing 18" Line 1.0 5,000.00 LS 0.00% 0.00% ~ 0.00
11 Traffic Control 1.0 10,000.00 LS 0.00% m.ee~~ D 10,Oge.eo '5' ~ ðl.V-
12 Bore (2) 1.0 28,000.00 LS 0.00% 0.00% 0.00
13 Receiving Pits for Bores 1.0 6,000.00 LS 0.00% 0.00% 0.00
14 Field Collars 1.0 2,000.00 LS 0.00% 0.00% 0.00
, à)/ ,¿X)J
~dJl.. tD2-
Vender# lu fL, Ih ý) }PayDate ..-~"·lr-/~
-- ~ .~ a - .-,~
Batch' r: ~ I?-> 4 () It., . '. # .,..) 1, ~'t:>-7
TotalAmt 2"" 7$/61/ Commit' 73¡J¡'-?,>
AccVJobfI(ÎÇ(ý)N/7" 170)/ Am! :2~ -1>.v~ð
AccVJob ,Q~~> ¡J //7. /., ðÞ I Am! dì:1~ 78 i
Total Amount This Billing
10% Retention
Amount Due This Billing
":21/;,75f¿
~~
24,878.16
223,903.44
AccVJob #
AccVJob #
AccVJob #
M':lre AccVJob #'s 2":> ,~ttached
-- ;:Jd.~rJÆ-
Am!
();5?!?
¿JP
.-.-¡
!
...-.>..1-
~
1 of 1
MA Y a 1
'. 2002
TURMAN CONSTRUCTION COMPANY, INC.
4301 PARK o RCLE
BAKERSFIELD, CALIFORNIA 933094088
State of California's Contractor's License No. 22n55
PHONE 661-831-0905 - FAX 661-322-9767
EmaH mail@turmanconstruction.com
Castle & Cooke of California Inc.
Attn: Sharon Haynes
PO Box 11165
Bakersfield, CA 93389-1165
Date: 5/28/2002
Invoice #: 5292
Job #: 2235
ITEM
Payment Request For: C&C Contract # 7308 OS Stockdale Hwy 42" Storm Drain
DESCRIPTION QTY RATE U/M COMP % COMP % EXTENTION
AMOUNT
Contract Amount Utilities
Change Orders
Current Contract Amount
Prior Billings
Current Billing
Contract Billed To Date
Remaining Contract
74.16%
21.73%
42- Storm Drain Pipe North Side of Stockdale Hwy.
1
2
)3
4
5
6
7
8
9
10
11
12
13
14
Mobilization
Sump Excavation (Approx. 20,000 Yds)
42" RCPRG CL III, B Wall
30" RCPRG CL III, B Wall
18" RCPRG CL III, B Wall
42" C-76 CL III DRG CW JP
18" G-76 CL III DRG CW JP
Manhole
Catch Basin
Remove And Abondon Existing 18" Line
Traffic Control
Bore (2)
Receiving Pits for Bores
Field Collars
1.0
1.0
2,504.0
24.0
40.0
80.0
30.0
9.0
3.0
1.0
1.0
1.0
1.0
1.0
Vender# T ú./le.;¿; t'\.
Batch' .;i3K /'(0 f
TolalAmt 7'7, '70l.. t(l>
/, ¿vZ-
AccllJob#Ic:D5..O/I7. ¡çO)J
AccVJob #
Acctí.Jvb #
AccllJob #
AccllJob #
Morø AccllJob #'s :c.,e;) Attached
RECEIVfw
IJUN 20 20U2
Pay Date 7-!ð-~Ò';µ
Voucher tt ,,;Jf"':> 7,;Þ 7
Commit # '7 'S pß Ó~
Amt 72 Q02 ~o
I
AmI
Amt_._.
AmI
NO
$335,484.00
$0.00
$335,484.00
$248,781.60
$72,902.40
$321,684.00
$13,800.00
Prior % Curr %
10,000.00 LS 100.00% 0.00% 0.00
25,000.00 LS 100.00% 0.00% 0.00
81.00 LF 90.00% 10.00% 20,282.40
40.00 LF 90.00% 10.00% 96.00
26.00 LF 90.00% 10.00% 104.00
178.00 LF 0.00% 100.00% 14,240.00
94.00 LF 0.00% 100.00% 2,820.00
2,400.00 EA 90.00% 10.00% 2,160.00
2,000.00 EA 0.00% 0.00% 0.00
5,000.00 LS 0.00% 0.00% 0.00
10,000.00 LS 100.00% 0.00% 0.00
28,000.00, LS 0.00% 90.00% 25,200.00
6,000.00 LS 0.00% 100.00% 6,000.00
2,000.00 LS 0.00% 100.00% 2,000.00
Total Amount This Billing
10% Retention
Amount Due This Billing
72,902.40
7,290.24
65,612.16
1? J/; f
09
~p:ý- - i?:f::.^~ ~:;!,~. , ~ ~, 0"
I~' -I:I ~ _ _ ,ff" ~á /.?.V2-
TURMAN CONSTRUCTION COMPANY, INC.
4301 PARK CIRCLE
BAKERSFIELD, CALIFORNIA 93309-4088
State of California's Contractor's License No. 227755
PHONE 661-831-0905 . FAX 661-322-9767
Emall mall@turmanconstruction.com
Castle & Cooke of California Inc.
Attn: Teri Bole~ack / Judy Porter
PO Box 11165
Bakersfield, CA 93389-1165
~PR 1 7 2003
¡f2) 0/"2--
Date: 0411512003
Invoice #: 5541
Job #: 2235
d~
ITEM
Payment Request For: C&C Contract # 7308 OS Stockdale Hwy 42" Storm Drain
DESCRIPTION QTY RATE U/M COMP % COMP %
EXTENTION
AMOUNT
Contract Amount Utilities
Change Orders
Current Contract Amount
Prior Billings
Current Billing
Contract Billed To Date
Remaining Contract
9¿Jl/~1o
:ið1 -4:11'%
$335,484.00
$0.00
$335,484.00
$~21,S84':60
~1.enn no
$335,484.00
$0.00
10,000.00 LS
25,000.00 LS
81.00 LF
40.00 LF
26.00 LF
178.00 LF
94.00 LF
2,400.00 EA
2,000.00 EA
5,000.00 LS
10,000.00 LS
28,000.00 LS
6,000.00 LS
2,000.00 LS
Vendor #T ~ ~ Pay Date
Ba~ch it -.!fø.Q J 85 Voucher If
Total Amt ~ /11 :3 7 [,. - Commit #
'17)0/- ""'t/~ðPð2.A:V Am. I~ a7/".-rt ~
I Açctl Job # Amt --::r!1 -: ?Zê
! A::c;t/,loo # Amt ,
I '''cet! Jç.t} # Amt ¡
! "--'~"h'l 'I'
:. .'. ".. . '~"l .t\.rr:t __~__"'___'_n _,_ '
~ .:;r .'.., '.. ',',: "'" ::: .., ',' '.'-' , y-:<: ' :
~~~ To-:-e-:-~+1c- -,~~-_._,_._--~,..__._. ,-1
a\\5.ro
) 1
2
3
4
5
6
7
8
9
10
11
12
13
14
42" Storm Drain Pipe North Side of Stockdale Hwy.
Mobilization 1.0
Sump Excavation (Approx. 20,000 Yds) 1.0
42" RCPRG CL III, B Wall 2,504.0
30" RCPRG CL III, B Wall 24.0
18" RCPRG CL III, B Wall 40.0
42" C-76 CL III DRG CW JP 80.0
18" C-76 CL III DRG CW JP 30.0
Manhole 9.0
Catch Basin 3.0
Remove And Abondon Existing 18" Line 1.0
Traffic Control 1.0
Bore (2) 1.0
Receiving Pits for Bores 1.0
Field Collars 1.0
7~3 .Lio
?~~ /1)8-
/ð. J?~ -
~~~n?r
Prior % Curr %
100.00%
100.00%
1 00.00%
100.00%
100.00%
100.00%
100.00%
100.00%
0.00%
0.00%
100.00%
90.00%
100.00%
1 00.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
100.00%
100.00%
0.00%
10.00%
0.00%
0.00%
Total Amount This Billing
10% Retention
Amount Due This Billing
1 of 1
0.00
.- 0.00
0.00
0.00
0.00
0.00
0.00
0.00
6,000.00
5,000.00
0.00
2,800.00
0.00
0.00
I~ ~?r
13,886.00-
/ IJ 7~..£.-1 ,986.00
12,42Ø;ÐO
f1'1~d
-
C1\f>T[(f-_, ~ COOKE CALIFORNIA, INC., P.O. BOX 11165, BAKERSFIELp, CA 93389
Ch(7)C k No" :l.06?7
/ Chf~C k D,:;.'/:,E! .... O';"";:,~~:i/03
10697
INVOICE REMARKS GROSS DEDUCTS AMOUNT
NUMBER DATE PAID
- ~(. ~3 f0 if:': í~ t t,.;;. c: h in';'''' nt,
.)~
t\\ ¡f ,!"'\'tj¡ ..~ 1íl : ((~(t)tí(7r lid\ 19 i¡ f-'
~\'''!IU 'l~ LÇ;]- L~ S;
\j . -~ .,. .:J ~..v' ~ I. oJ!/ u
\
\
ß-t..ub :t of :I.
CASTLE & COOKE CALIFORNIA, INC.
P.O. BOX 11165
BAKERSFIELD, CA 93389
BANK OF AMERICA CUSTOMERCONNECTION
BANK OF AMERICA. N.A.
ATlANTA. DEKALB COUNTY, GEORGIA
64,1278
611
10S97
CONTROL NO.
OOÜ:1.0b9?
CHECK DATE CHECK AMOUNT
99()1532 017/25/03 t;9f***56,891;IEJ()
PAY
FIFTY SIX THOUSAND EIG~r HUNDRED NINETY ONE AND 80/100 ***********************~
TO THE
ORDER
OF
TI...Im·u~l'~! CONßTF:UCT ION CO u., I NC u
4301 PARK CIRCLE
BAKERtWIELD CA 93809
I{\\ 'í/{itit 1l\\!!,',c:.'il~!t=ì)!FÜP ¡ýj ¡4{¡' ¡pi.
Ii ~.\~,,=~;l II Ii vb .~.~. 11 I Lr~J¡QJb:,ï..=,.,:
1I'0~OOO~Or.:.q?¡:¡; ¡:Ob11~è?Bfh: ~211 t:¡?7 ?q?~Il1J
, .
! ~
- - -- -~- -- _0.... _..- ..- _. - .....-_. _ .... _. _._ _ ._.. .. ___ __ _.__ _._._._.....~ ._~ _ .~. _.._..._. ..,--.... _. .__ o. __ ._.. _ __ .....~ ~_~___.~.M.._._... .._.._ _ _~... .._...~. _ _.. _ _.. _.__ _..___
9901532 TURMAN CONSTRUCTION CO., INC.
Payment Attachment
Check No. 10697
Check Date - 07/25/03
Page 1 of 1
. Invoice .
Number Date Remark Gross Deductions Amount Paid
5081
5173
5190
5183
5224
5224
5240
5240
5292
5418
5541
08/15 Retainage
09/30 Retainage
11/21 Retainage
10/31 Retainage
01/31 Retainage
01/31 Retainage
01/31 Retainage
01/31 Retainage
OS/28 Retainage
11/10 Retainage
04/15 Retainage
.
11,459.88
842.40
2,826.54
5,729.94
1,909.98
309.06
2,500.00
21,878.16
7,290.24
1,108,.00
1,037.60
56,891.80
11,459.8
842.4
2,826.5
5,729.9
1,909.9
309.0
2,500.0
21,878.1
7.290.2
1,108.0
1,037.6
56.891.8
~
RECEIVEO'
NOV t 2 2001
Contract #: 7308-0S
Standard Form of Agreement BetWeen
Owner and Contractor
Three Hundred Thirty Five Thousand Four Hundred Eighty Four Dollars and no/l00ths
( $ 335,484.00 )
AGREEMENT made as of:
October 30, 2001
BETWEEN the Owner:
Castle & Cooke California, Inc.
10000 Stockdale Hwy.
Bakersfield, California 93311
Contractor's License #725068
and the Contractor:
(Name and address)
Turman Construction
4301 Park Circle
Bakersfield, CA. 93309
Contractor's License #227755
The Project is:
(Name and location)
STOCKDALE mGHW AY
Storm Drain
The Architect / Engineer is:
(Name and address)
McIntosh & Associates
2001 Wheelan Court
Bakersfield, CA. 93309
The Owner and Contractor agree as set forth below
1
o 1../
NQ!Y2001~
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract
(General, Supplementary and other Conditions), Drawings, Specifications, Addenda
issued prior to execution of this Agreement, other documents listed in this
Agreement and Modifications issued after execution of thi~ Agreement; these form
the Contract, and are as fully a part of the Contract as if attached to this
Agreement or repeated herein. The Contract represents the entire and integrated
agreement bètween the parties hereto and supersedes prior negotiations,
representations or agreements, either written or oral. An enumeration of the
Contract Documents, other than Modifications, appears in Article 9.
ARTICLE 2
, THE WORK OF THIS CONTRACT
The Contractor shall execute the entire Work described in the Contract Documents,
except to the extent specifically indicated in the Contract Documents to be the
responsibility of others, or as follows (SEE ATTACHMENT 1 ATTACHED HERETO) :
ARTICLE 3
DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLE TION
3.1 The date of commencement is the date from which the Contract Time of
Paragraph 3.2 is measured, and shall be the date of this Agreement, as
first written above, unless a different date is stated below or provision
is made for the date to be fixed in a notice to proceed issued by the
Owner. THE DATE OF COMMENCEMENT SHALL COMMENCE
Unless the date of commencement is established by a notice to proceed
issued by the Owner, the Contractor shall notify the Owner in writing not
less than five days before commencing the Work to permit the timely filing
of mortgages, mechanic's liens and other security interests.
3.2 The Contractor shall achieve Substantial Completion of the entire Work not
later than:
ARTICLE 4'
CONTRACT SUM
4.1 The Owner shall pay the Contractor in current funds for the Contractor's
performance of the Contract the Contract Sum of Tbree Hundred Thirty Five Thousand
Four Hundred Eighty Four Dollars and no/lOOtbs ( $335,484.00 ) subject to additions
and deductions as provided in the Contract Documents.
m:rTu.LS: OWNER (
Ç{p)
CONTRACTOR (
4.2 The Contract Sum is based upon the following alternates,
described in the Contract Documents and are hereby accep
(SEE ATTACHMENT 2 ATTACHED HERETO) :
2
4.3 Refer to Proposal Pages for Unit price information. (ATTACHED HERETO) :
ARTICLE 5
CONTRACT SUM
5.1 Based upon Applications for Payments submitted to the Architect or the
Owner (as the Owner may elect) by the Contractor and Certificates for
Payment issued by the Architect or the Owner (as the Owner may elect), the
Owner shall make progress payments on account of the Contract Sum to the
Contractor as provided below and elsewhere in the Contract Documents.
5.2 The period covered by each Application for Payment shall be one calendar
month ending on the last day of the month, unless specified otherwise.
SEE THE GENERAL CONDITIONS (REFERENCED IN ARTICLE 9 HEREOF) ATTACHED HERETO
AS ATTACHMENT 4.
5.3 Intentionally deleted.
5.4 Each Application for Payment shall be based upon the Schedule of Values
submitted by the Contractor in accordance with the Contract Documents. The
Schedule of Values shall allocate the entire Contract Sum among the various
portions of the Work and be prepared in such form and supported by such
data to substantiate its accuracy as the Owner may require. This Schedule,
unless objected to by the Owner, shall be used as a basis for reviewing the
Contractor's Applications for Payment.
5.5 Applications for Payment shall indicate the percentage of completion of
each portion of the Work as of the end of the period covered by the
Application for Payment.
5.6 Subject to the provisions of the Contract Documents, the amount of each
progress payment shall be computed as follows:
5.6.1 Take that portion of the contract Sum properly allocable to completed Work
as determined by multiplying the percentage completion of each portion of
the Work by the share of the total Contract Sum allocated to that portion
of the Work in the Schedule of Values, less retention of TEN Ðercent
(10%). Pending final determination of cost to the Owner of changes in the
Work, amounts not in dispute may be included as provided in
Subparagraph 7.3.7 of the General Conditions even though the Contract Sum
has not yet been adjusted by Change Order.
5.6.2 Intentionally deleted.
5.6.3 Subtract the aggregate of previous payments made by the Owner; and
5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified
a Certificate for Payment as provided in Paragraph 9.5 of the General
Conditions.
ARTICLE 6
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Contract Sum, shall
be made by the Owner to the Contractor when (1) the Contract has been fully
performed by the Contractor except for the Contractor's responsibility to correct
nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions,
to satisfy other requirements, if any, which necessarily survive final payment
and to meet all other obligations set forth in the General Conditions; and (2) a
3
final Certificate for Payment has been issued by the Architect; such final
payment shall be made by the Owner not more than 30 days after the issuance of
the Architect's (or Owner's, as applicable) final Certificate for Payment, or as
follows (AS SPECIFICALLY SET FORTH IN THE GENERAL CONDITIONS ATTACHED HERETO AS
ATTACHMENT 4):
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 Where reference is made in this Agreement to a provision of the General
Conditions or another Contract Document, the reference refers to that
provision as amended or supplemented by other provisions of the Contract
Documents.
7.2 Payments due and unpaid under the Contract shall bear interest from the
date payment is due at the legal rate prevailing from time to time at the
place where the Project is located.
7.3 Other provisions: AS SPECIFICALLY SET FORTH IN THE GENERAL CONDITIONS
ATTACHED HERETO AS ATTACHMENT 4.
ARTICLE 8
TERMINATION OR SUSPENSION
B.l The Contract may be terminated by the Owner or the Contractor as provided
in Article 14 of the General Conditions.
B.2 The Work may be suspended by the Owner as provided in Article 14 of the
General Conditions.
ARTICLE 9
ENUMERATION OF CONTRACT DOCUMENTS
9.1 The Contract Documents, except for Modifications issued after execution of
this Agreement, are enumerated as follows:
9.1.1 This Agreement.
9.1.2 The attached General Conditions.
9.1.3 The Supplementary and other Conditions of the contract, if applicable, are
those contained in the Project Manual.
9.1.4 The Specifications are those contained in the Project Manual dated as in
Subparagraph 9.1.3 unless specified otherwise below:
Performance & Payment Bonds will not be required for this contract.
9.1.5 The Drawings are as follows, and are dated
~r?¿/,J?)/lQ"l/ 7'¿'p.ß
, /
l4¡IoJ
INI:'l'ïALS:
OWNER (
.>1Þ
CONTRACTOR (
4
9.1.6 The Addenda, if any, are as follows:
Number
Date
Pages
Portions of Addenda relating to bidding requirements are not part of the
Contract Documents unless the bidding requirements are also enumerated in
this Article 9.
9.1.7 Other documents, if any, forming part of the Contract Documents are as
follows:
(List here any addi tional documents which are intended to form part of the Contract Documents.)
Notice to Contractors, Instructions to Bidders, Contractors Proposal, the
Detailed Specifications, City of Bakersfield Approved Building /
Construction standards & Specifications, and the state of California -
Department of Transportation standard Specifications ...
ARTICLE 10
LIQUIDATED DAMAGES
10.1 Parties acknowledge that if the Subcontractor does not complete his
contract within the time required by the Contract Agreement, the damages
to the Contractor due to such delay will be extremely difficult and
Î impractical to determine or prove. Accordingly, in the event of such
delay, Subcontractor agrees to pay contractor, and Contractor agrees to
accept from Subcontractor, as liquidated damages for such delay, a sum
equal to:
(A) One half (1/2) of One Percent (1%) of the contract price
multiplied by the number of days of delay as measured by the
Construction Schedule; or
(B) One Thousand dollars ($1,000.00), per day multiplied by the
number of days of delay as measured by the Construction Schedule,
whichever is greater.
5
This Agreement is entered into as of the day and year first written above and is
executed in at least three original copies of which one is to be delivered to the
Contractor, one to the Engineer, and the remainder to the Owner.
OWNER
CONTRACTOR
Castle & Cooke California, Inc.
a California Corporation.
Turman Construction
A Ca1ifornia Co
r/!alJ./l1À- r J)hfLtit-
Laura Whitaker
By
By
Its Vice President
By øfI/ltY
Its
Its Vice President
By /~o/~
Its President
---....
6
TURMAN CONSTRUCTION COMPANY, INC.
GENERAL ENGINEERING CONTRACTOR
State of California Contractor's Ucense No. 227755
4301 PARK CIRCLE
BAKERSFIELD, CAUFORNIA 93309-4088
PHONE 661-322-9626 - FAX 661-322-9767
~-r~~
~lG~u ~J
S<o~
April 20, 2001
To: Castle & Cooke Of California Inc.
Attn: Steve DeBranch
PO Box 11165
Bakersfield, CA 93389-1165
Re: Quote for 42" Storm Drain Pipe Installation on North Side of Stockdale Hwy.
SCOPE OF WORK:
Mobilization & Construction Water
Sump Excavation (= 20,000 Yards)
(Spread Excess Material On Adjacent Property)
42" RCPRG CL III, B Wall 2,504 LF
30" RCPRG CL III, B Wall 24 LF
18" RCPRG CL III, B Wall 40 LF
42" C- 76 CL III DRG CW JP 80 LF
18" C-76 CL III DRG CW JP 30 LF
Manholes' 9 EA
Catch Basins 3 EA
Remove and Abandon Existing 18" Line 1 LS
Traffic Control' 1 LS
Bore (2) 1 LS
Receiving Pits for Bores 1 LS
Field Collars 1 LS
1 LS @
1 LS @
10,000.00
25,000.00
@ 81.00 202,824.00
@ 40.00 960.00
@ 26.00 1,040.00
@ 178.00 14,240.00
@ 94.00 2,820.00
@ 2,400.00 21,600.00
@ 2,000.00 6,000.00
@ 5,000.00 5,000.00
@ 10,000.00 10,000.00
@ 28,000.00 28,000.00
@ 6,000.00 6,000.00
@ 2,000.00 2,000.00
TOTAL
~ 335.484.00 P
Exclusions: Staking, Testing, Permits, Fees, 4 - 66" Pipe Joints.
,.'
(0
i 'Send I~o¡~
Castle & Cooke CalifornIa, Ine.
P.O. Box. 11165
Bakersfield, CA 93389
Attn:Ope~ÎoPs Dept
\
¡
e
~
PAGE 1 OF2
ìo:
C&F Masonry
2116 Harold Way
Bakersfield, CA 93305
Ship To:
X Work Order (Authorization forwork to be
performed without an estabUshed contract)
_ Purchase Order (Authorization for goods to be
deHvered without an eslabfished contract)
EnctQs1fpaekiilg ~irpwitb:s.hìplÏient
\ Pijlçe-d By
IT Bolerjack
:"TejjnS, ',...... '~'.
. - - .
Net 30 da;'$ from receipt of invoice
..' Prolë¿H Tract " ' ,,' yvòrlto.r4ei' J:'
Stockdale Hwy Sump Fm 2284-0W
OFFSlTE
.' . Co~t Co.de> l .,f,. ,', DešéñPtiön:' I' Quantity Unit Price' ; <P,;",·· eãell$ion
..
STOCKDALE HWY SUMP BLOCKWALL per attached bid: J
5050115.2500~ Construct Block Wall (Section 'I) 800 If $57.001 S45,600.00
Construct 12' Wide Gate 1 ea $1,875.001 $1.875.00
TOTAL $47,475.00
Authorized By:
Subcontractor:
Date: .J 2. J Il> 101 '
I I
By:
Date:
SUBCONT~9.~'NO::\'l{()I~}Ç~~I,;I!.§¡:: .p~B:~;!9,::_"B~~!~;~_:~~qFl;I~XRYFl' ,REC~rr:,R.~ ffiFU~Y '~~~ED> . .
wOAA ORD~PVRÇfJA$.5:0RD~'lffAQQIJlON.·tHl$fWOfU{ORDE~ºR~'$e.QRDER, MUST Be:, ~ßN~,ANtt;~~NED ,
PRIOR TO sÜâüriñNG- YOu'rflNvOíéË.FOR.l?ÁYMENÌ'¡KCÒPY OE.THiSWÒRJ<!oRôëR:ìPÙRCHAšË oRt)EFÜiUST ãËRE:TÂÍNED
AND" AttACHeD TOYVÖÜR IN\iolëE~ ;WR~~~ SUBMïfièÕk'f'ò!i;. ·PA:YMÉNT.~;if~;rHE~i6RIGìNÅíE·· ~'.Y 'o"·."RDERlPURCHÄsèi;'
QROER .~~OT~.ECl~i1 PRIOR. TQ.;~éEMNGiy.øti¡(':ltN91Ce; y($.ú'tt~Â~kf'Wtel.13E b' ,'~ .:' L THEO~i<#t.IAt,'
WORK O~ÒElijPVR¢~EÇRDER 1$ RE;¢¥lVEb ÁÑ\>'PR,Qc:ÈsSED BYQÛRQ·€Fìê~·';~,,;;,;·)-;,::-·:, 1~,"" . ,>i/-':~:~> ; "":'.. :".' '.: ,.
OWner:
:: ~:'¡.:\!=~..: .. ;
Construction Manager
Project Manager:
By:
Date:
By:
Date:
Data: fzf1tYL-.
VP âanee I Accounting:
By: . wJtd?:¡j,ß'\
Date: I~/ Ió /01-
Division President
By:
Date:
IMPORTANT -CONOmONS OF WORK We assume no responsibility for work performed without written order. All invoices shall
seperately state charges for materials and labor; sales and use taxes shan be charged only on materials subject to tax. Show Work
Order number on an invoices, shipping papers, correspondence and containers.
SEE REVERSE FOR ADDITIONAL TERMS & CONDITIONS
TO:
Description
C & F Masonry
2116 Harold Way
Bakersfield CA 93305
\)£ C 1 \) ?J101
CONTRACT INVOICE
Phone: 661-323-2328
Fax: 661-323-2704
License #: 253275
Invoice#:
Invoice Date:
Due Date:
Order:
1211021
12/11/2002
12/11/2002
WO/PO 2284-0W
CASTLE & COOKE CALIF. INC.
PO BOX 11165
ATTN: OPERATIONS DEPT.
BAKERSFIELD CA 93389
PROJECT: JOB 355 STOCK HW SUMP WALLS
STOCKDALE HWY
BAKERSFIELD CA
,.;ø·..., Jt.t..~ W
,1/),¡- -e Jtit¡:rþ ) 1\ J 1J b- .d-
Quantity
Unit
Price
Amount
45,600.00
5050115.25001 BLOCKWALL SEC 1
800.0000 LF
57.000000
, Pay Date , I~
=. ?''6Þ (~ '100_'-- r,-~
11 tatArnl ~5"btD- Commlt# 'Z?-~r-/)t1_
o , . _ ¿¡ç(,ðf) - /2Æ>
AcdlJot:A~09~1/?; 2->L;n/Amt /
AccVJob'
AccVJob #
AcetlJob #I
, AcctlJob #
More AcctMob #'s See Attached
----
...,Amt
AmI
Amt~
Amt -_u-O="'--' '
YFS ,~....~ .., "._,_~
.I:l_,.....w~
___\-r
Go(~
~ lðll ¥. r¿.'ì
c~~
\\ 0<6-, \o~.1 \
JP
Sales Tax: 0.00
Invoice Total:, _ L' 45,600.00
Retention:t'\O (~J.AIJlO/(I.....1/-<1,5éO.00
Amount Paid:W~ Or\. ltJ o. 0.00
,10 .-
$41,040.00 -
\ ~rv\
Please Pay This Amount
A service charge of 0.00 % per annum will be charged on all amounts overdue on regular statement dates.
\ Please make check payable to C & F Masonry
Thank You for your prompt payment!
Castle & Cooke California, Inc.
CHANGE ORDER
pject:
STOCKDALE HIGHWAY
Sump Walls
Change Order ~ 001
Date: 01/10/03
TO:
C&F Masonry
2115 Harold Way
Bakersfield, CA 93305
C&C CONTRACT NUMBER: 2284-OW
YOU ARE HEREBY AUTHORIZED TO MAKE CHANGES DESCRIBED IN THE SUBJECT CONTRACT AS FOLLOWS:
)t\@.H"qø~:øJijJ~:(r r~:I):':::;::k(:;:f::::):,:}:::::::~rr:(tt:~:rt~::·:::-:::p'~P.ttªij::}}:::::::f(:\\::=·:::(}:.::·:;:.:':t:::)\:(:t::?t=; : ·:;:;::::QuanUl· :\i(}:~:~ t/Vfflt'PdlijK:: ::::~:ttielêïé{::::::::: ::t<\~dd' -............
.. ..........,...- ....- '.... ........ .................
050501 1 5.25001 1) Construct Block Wall - Section 1 27 LF $57.00 $1 ,539.00
2) Construct 1 2' Wide Gate -1 ea $1 ,875.00 -$1 ,875.00
Subtotal :;::a$.t;J.T.$.~J.Ø) ;,:g::n¡$.~$.iø.lrJL:
..... .. ............................. .... ..............'.... ..... ...... .... " ............. .........................-............ .... ... ....... ., .. .... .. ..' .. ...... .. .... .. .. .' ... " ..... ... .., ., .... .... .... .... .. ........ ... ... .. .. ..... ... " ... ...
:JøT:AL::ÇQNT:RA~T::AMQU.NT..m..ø.ReA$:e'l:œçREA$.E:llH ~tÇHANSe::QRD.E.Rt::~,::t.:::::\(::::::::::...::::}:::;:,::~::=::,t.:{?:t:~:~:::::::,-:::::~:::t::::=:::{t::f:::t::::;::::::::::::::t=::·::::...::::::~:~:t:4U~~~O'l)K:::::::·
, Amount Davs
This Change: ($336.00)
Original Contract: $47,475.00
Prior Additions: $0.00 e
Prior Deductions: $0.00
Contract To Date: $47,139.00
Authorized By: ,
:Ç:9~#.~jftj~~ªtt:::" ;:)tW~::::."::::;r:::r::::::::{:Jt\:):ft/::;:'···:::f::}::{·/;:':~::{::.:;t:~;:;::::f:;::t::))tt/t~U:t:Ii::::·::,::::·:;::::,:,:{:'!::~:::;:tft?::::::::·::::?\tt:::~:::I::~?::·:\{:,' :,:;=:" '::::":: ::;}::::r::::(?}:,:::,:J:~::I:J:t:j}r:~:·::::::::=::::ù:::\::::,-,::,::;::t,::=:::·:::·::·::
Subco tractor: Subcontractor:
:~
Date: By: Date:
Title
Project Manager:
Date:~ By: Date:
~:~ VP of d'-' Aocounting: Date: %S!O}
By: . lJ..l) It J flCLÍv'
Division President
By:
Date:
TO:
Description
C & F Masonry
2116 Harold Way
Bakersfield CA 93305
UEe 1 (; 'l.tlO!
CONTRACT INVOICE
Phone: 661-323-2328
Fax: 661-323-2704
License #: 253275
Invoice#:
Invoice Date:
Due Date:
Order:
1211022
12/11/2002
12/11/2002
WO/PO 2284-0W
CASTLE & COOKE CALIF. INC.
PO BOX 11165
ATTN: OPERATIONSDEPT.
BAKERSFIELD CA 93389
PROJECT: JOB 355 STOCK HW SUMP WALLS
STOCKDALE HWY
BAKERSFIELD CA
Quantity
Unit
Price
Amount
EXTRA BLOCKW ALL MEASURED
BLOCKW ALL SEC 1
'27 1A3.aoee LF
/
1.pr fna/'»1~;'I~.
/53q-
8,151.66
57.000000
C1Þ/.
æ2:
~=hvDale~
Vender' ~3
a ~er#
8atCh # ? :ZB q-t) ~
I"" 2ð_ Comn\It,-
TotaIAmt - ~ 1V /875"-
AcctlJob,IS"~()I/r;: ?'íøL Arr4 <336- '>
'AccVJob #4?/)~ðll';- -7 ~ "-
_AmI
Amt _
O;t0ò
AccVJob #
f>.J;ctJJob #
AeetlJob #
Mc~:cUJob #·~S0!.~\\ached
Amt
YES
0.00
I?J~ 8,151.00
815.18
0.00
$1~rf9Õ
Sales Tax:
Invoice Total:
Retention:
Amount Paid:
Please Pay This Amount
A service charge of 0.00 % per annum will be charged on all amounts overdue on regular statement dates.
) Please make check payable to C & F Masonry
Thank You for your prompt payment!
Cast\e & Cooke Ca\ifornia, 'nc.
CHANGE ORDER
Change Order' 003
Date: 01/04/05
- "
STOCKDALE HIGHWAY
Sump Walls
Extra Work
c&C CO>ltRACt >luMBER: "OW . Sof:J$:PS:' C:0.{>
22M-OW ' "
prl)iect:
TO:
C&F Masonry
~115 Harold Way
Bakersfield, CA 93305
yOU ARE HEREBY AUTHORIZED TO MAKE CHANGES DESCRIBED" tHE SUBJect COt<lRACl /IS FòLLOWS:
-.: .: .' '
Job #/Cost Code Description Quantity Unit Price Delete Add 7
12051110020t4.02660 Stockdale Hwy Sumo Walls - Additional Work
1) Construct Block Wall Section 1 212 If $60.50 $12,826.00
2) Dig Footing (Could not complete waif) 360 If $3.75 . ,$1.350.00
, .~;: ", '
TOTAL CONTRACT AMOUNT INCREASE ( DECREASE \ THIS CHANGE 0 subtotal $0.00 $14,176.00:
RDER.
$14,176.00
Amount
Days
Contract To Date:
$14,176.00
$47,475.00
$700.00
($336.00)
$62,015.00
This Change:
Original Contract:
Prior Additions:
Prior Deductions:
A rized By:
----...:Ícontractor:
Subcontractor: I 4
By: ~ ct:t:tt-
Title
,
Subcontractor:
Date:
By:
Date: ;
Title
Owner:
Construction Manager:
By:
Date:
Project Manager:
By:
Datè:
I / / ~ i""'.L.. _VP of Finance I Accounting:
Date: ~ By:
Date:
Senior Vice President
By:
Date:
C & F Masonry, Inc.
2116 Harold Way
Bakersfield CA 93305
661 323-2328
Contract Invoice
License: 819951
SEP - 7 2004
Invoice#: 0828041
Date: 08/28/2004
Billed To: CASTLE & COOKE CALIF. INC.
PO BOX 11165
ATTN: OPERATIONS DEPT.
BAKERSFIELD CA 93389
Project: JOB 355 STOCK HW SUMP WALLS
STOCKDALE HWY
BAKERSFIELD CA
Id05/J / bö'dÙ7. D;l/í) lÞO.3
Due Date: 08/28/2004
Terms:
Order# 2284-0W
Description
Quantity
Unit
Price
CONSTRUCT BLOCK WALL SEC 1
DIG FOOTING (COULD NOT COMPLETE WALL)
qoi3
¡ J-ID'-D5
¡ Vsndor #I Pay Date 4'2-
I th~'¡:h# ~.~\:d.. .-00 vouch~r~ili~5
I !;ò~"i ':\mt . ! tf,J I 'J.l ¡) . . C~mmlt It _. ._
¡ ,J;).D5111 Dc;&.D"I'-/· D?f..f~'03 ¡3¡3cJ'I
I' -
\ 1\;.:ct/'IO~ff~ Amt
! A->;;t/.kÓ if Amt
ì - A
i fV:;f:tI Jol> it mt
l
¡ Þ.:.ctl Job # Amt
Moi'3 Acct.1 Job #'$ See Att~ched
~<Y.J.lO:J
b\'f1' .
YES
NO
THE FOllOWING MATERIAL RELEASES
APPLY TO THIS INVOICE.
A service charge of 0.00 % per annum will be charged on at amounts
overdue on regular statement dates.
Thank you for your prompt payment!
Amount
, -
~I~OO
~1~
212.0000 LF Af'f';..- 6~
360.0000 LF j'>Y 2J.S0900
ß1 oW - . I
o JI;. 'J,:2"-tt/ ..ot.v
¢P
Sales Tax:
Invoice Total:
Retention:
Amount Paid:
Amount Due
0.00
¡'-/J(7U'Oc
. - . .
.. _..--.~;
0.00 I
. ....,-- I
J
Il~
Castle & Cooke
CALIFORNIA, INC.
November 14, 2005
Invoice No. 01-2-09
City of Bakersfield
Trustee of AD 01-2 Funds
For: Reimbursement of Contractor Administration costs
Stockdale Highway - Kern River Bridge to Calloway Drive
------------------------------------------------------------------------------------------------------------------------
Total cost of construction $ 1,360,554.19
10% fee of construction cost $ 136,055.42
TOTAL THIS INVOICE: $ 136,055.42
10000 Stockdale Highway (93311) P.O.Box 11165 Bakersfield, California 93389-1165 (661)664-6500 Fax(661)664-6042