HomeMy WebLinkAbout; Carlsbad Ranch; Final Confirmed Engineer's Report; 1997-06-03CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
FINAL CONFIRMED ENGINEER'S REPORT
JUNE 3,1997
Prepared by:
GALEN N. PETERSON, P.E.
Consulting Engineer
San Diego, California
(619)487-7000
TABLE OF CONTENTS
ENGINEER'S REPORT
PART PAGE
1 PLANS AND SPECIFICATIONS..... 1-1
2 COST ESTIMATE 2-1
3 ASSESSMENT ROLL 3-1
4 ASSESSMENT DIAGRAM 4-1
5 DESCRIPTION OF WORK AND RIGHTS-OF-WAY
TO BE ACQUIRED 5-1
6 PROPOSED MAXIMUM ANNUAL ASSESSMENT FOR
ADMINISTRATION AND COLLECTION OF
ASSESSMENTS 6-1
7 CERTIFICATE OF PURCHASE OF "AS-BUILT" IMPROVEMENTS 7-1
AGENCY: CITY OF CARLSBAD
PROJECT: ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
TO: CITY COUNCIL
CITY OF CARLSBAD
COUNTY OF SAN DIEGO
STATE OF CALIFORNIA
FINAL ENGINEER'S REPORT
PURSUANT TO THE PROVISIONS OF SECTION 10204, ET. SEQ.
OF THE STREETS AND HIGHWAYS CODE
Pursuant to the provisions of the "Municipal Improvement Act of 1913", being
Division 12 of the Streets and Highways Code of the State of California and in
accordance with the Resolution of Intention, being Resolution No. 97-415, adopted
by the CITY COUNCIL of the CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, in connection with the proceedings for;
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
(hereinafter referred to as the "Assessment District"), I, GALEN N. PETERSON,P.E.
the duly appointed ASSESSMENT ENGINEER, submit herewith the "Report" for the
Assessment District, consisting of seven (7) parts as follows:
PART1
Plans and specifications for the proposed improvements are filed herewith and
made a part hereof. Said plans and specifications are on file in the Office of the
City Clerk.
PART 2
An estimate of the costs of the proposed works of improvements, including
incidental costs and expenses in connection therewith, is as set forth on the lists
thereof, attached hereto, and are on file in the Office of the City Clerk.
Sheet 1 of 3
PARTS
A proposed assessment of the total amount of the costs and expenses of the
proposed improvements upon the several subdivisions of land within the
Assessment District, in proportion to the estimated benefits to be received by such
subdivisions, respectively, from said improvements, is set forth upon the
assessment roll filed herewith and made a part hereof.
PART 4
A diagram showing the Assessment District, the boundahes and the dimensions of
the subdivisions of land within said Assessment District, as the same existed at the
time of the passage of the Resolution of Intention, is filed herewith and made a part
hereof.
PART 5
A general description of the works of improvement to be installed in said
Assessment District and description of all rights-of-way, easements and lands to be
acquired, if necessary.
PART 6
A proposed maximum annual assessment for administration and collection of
assessments.
PART?
A Certificate of Purchase of "As-Builf Improvements.
Dated this 3 ''dav of . 1997.
GALEN N. PETERSON, P.E.
ASSESSMENT ENGl|^EER
CITY OF CARLSBAD
COUNTY OF SAN DIEGO
STATE OF CALIFORNIA
Sheet 2 of 3
PRELIMINARY APPROVAL BY THE CITY COUNCIL OF THE CITY OF
CARLSBAD, CALIFORNIA, ON THE .^£^ DAY OF HAti^c^ 1997.
;ITY CLERK OF THF' T CITY CLERK OF THE
CITY OF CARLSB.AD
COUNTY OF SAN DIEGO
STATE OF CALIFORNIA
MODIFIED PRELIMINARY APPROVAL BY THE CITY COUNCIL OF THE CITY OF
CARLSBAD, CALIFORNIA, ON THE /f^DAYOf 'AFA/^ 1997.
CITY CLERK OF THE
CITY OF CARLSBAD
COUNTY OF SAN DIEGO
STATE OF CALIFORNIA
FINAL APPROVAL BY THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, ON T\VELZ^)JL OF -j'^-^^ . 1997.
CITY CLERKO'F THE J
CITY OF CARLSBAD
COUNTY OF SAN DIEGO
STATE OF CALIFORNIA
Sheet 3 of 3
ENGINEER'S REPORT
PART1
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
PLANS AND SPECIFICATIONS
The plans and specifications for this Assessment District are referenced herein
and incorporated as if attached and a part of this Report.
The improvement plans as well as contract documents and technical
speciifications were prepared by the following consultants:
O'Day Consultants,
Crosby, Mead, Benton & Associates
Hunsaker & Associates
. Nolte and Associates
Part 1-1
ENGINEER'S REPORT
PART 2
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
COST ESTIMATE
ITEM PRELIMINARY MODIFIED PRELIM.
1
CONFIRMED
1. Public Works of Construction (See Exhibit "A") $ 8,444,085 $ 8,869,697 $ 8,669,564
Contingencies 323.321 361,437 S 1
Total Construction $ 8,767,406 $ 9,231,134 $ 8',669,564
2. Acquisition of Special Assessment Lien (A.D. 86-1) $ 713,968 $ 713,968 $ 713,968
3. Land & Right-of-Way 0 0 0
4. Payments to SDG&E for conversion of overhead to undergound 0 0 252,067
5. Incidentals
a. Engineering
b. Soils Engineering
c. Environmental/Archaeology/Paleontology Consultant
d. Construction Management and Administration
e. City Plan Check Fees
f. City Inspection/Permit Fees
g. Design Surveys and Construction Staking
h. Grading and Improvement Bonds
i. City Administration
j. Assessment Engineering
k. Audit of Acquisition Costs
1. Bond Counsel
m. Appraisal
n. Financial Advisor
0. Official Statement
p. Fiscal/Paying Agent
q. Printing Bonds
r. Publication and Miscellaneous Costs
s. Contingency
$ 947,071
160,420
535,773
224,143
242,372
654,177
626,849
50,000
50,000
25,000
50,000
14,000
50,000
15,000
10,000
10,000
10,000
100.000
$ 947,071
160,420
535,773
224,143
242,372
654,177
626,849
50,000
50,000
25,000
50,000
14,000
50,000
15,000
10,000
10,000
10,000
100.000
$ 585,964
140,656
331,294
176,575
209,295
374,043
343,638
104,065
100,000
61,232
25,000
50,000
14,000
50,000
15,000
10,000
10,000
10,000
75,000
Total Incidentals $ 3,774,805 $ 3,774,805 $ 2i685,762
6. Less Interest Earned 0 0 ! 0
7. Less City Contributions 0 0 I 0
8. Capitalized Interest 0 0 0
9. Financing Costs
Bond Discount @ 2%
Bond Reserve @ 10%
$ 301,277
1,506,384
$ 311,816
1,559,080
$
1
274,302
371,511
Total Financing Costs $ 1 807 fiR1 $ 1,870,896 S 11645,81-i
TOTAL AMOUNT ASSESSED $ 15,063,840 $ 15,590,803 $ 131715,107
Part 2-1
ENGINEER'S REPORT
EXHIBIT "A" TO PART 2
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
PUBLIC WORKS OF CONSTRUCTION COST ESTIMATE
ITEM PREUMINARY MODIFIED PRELIM. CONFIRMED
A. Acquisition of Improvements
(See separate document for detailecl costs)
1. Armada Drive $ 3,427,684 $ 3,427,684 $ 3,186,880
2. Cannon Road from end to Armada Dr. 1,284,471 1,284,471 H ,257,908
3. Palomar Airport Road 1,440,657 1,866,269 |1,485,091
4. Roundabout and Lego Drive 994,057 994,057 1 896;548
5. LEGO Drive Storm Drain 730,453 730,453 i1,275,366
6. Promenade 700,452 700,452 683,661
7. Waterline Relocation 185.642 185.642 179.022
SUBTOTAL $ 8,763,416 $ 9,189,028 $ 8,964,476
LESS ADJUSTMENT FOR EARTHWORK IN PRIVATE AREAS 160,401
LESS STORM DRAIN COSTS IN EXCESS OF FEES 319.331 319,331 1 134.511
TOTAL $ 8,444,085 $ 8,869,697 $ 8,669,564
NOTE: For particulars as to the prices and quantities reference Is made to Part 7 of this Report. I
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Part 2-2
ENGINEER'S REPORT
PART 3
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
ASSESSMENT ROLL
WHEREAS, on March 25, 1997, the CITY COUNCIL of the CITY OF
CARLSBAD, CALIFORNIA, did, pursuant to the provisions of the "Municipal
Improvement Act of 1913", being Division 12 of the Streets and Highways Code
of the State of California, and as amended, adopt its Resolution of Intention No.
97-415, for the construction of certain public improvements, together with
appurtenances and appurtenant work in connection therewith, in a special
assessment district known and designated as
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
(hereinafter referred to as the "Assessment District"); and,
WHEREAS, said Resolution of Intention, as required by law, did direct the
appointed Superintendent of Streets to make and file a "Report", consisting of
the following:
a. Plans;
b. Specifications;
0. Cost estimate;
d. Assessment Diagram showing the Assessment District and the
subdivisions of land contained therein;
e. A proposed assessment of the costs and expenses of the works of
improvement levied upon the parcels and lots of land within the
boundaries of the Assessment District;
f. A proposed maximum annual assessment for administration and
collection of assessments.
For particulars, reference is made to the Resolution of Intention as previously
adopted.
Part 3-1
NOW, THEREFORE, I, GALEN N. PETERSON, P.E. the duly appointed
ASSESSMENT ENGINEER, pursuant to the "Municipal Improvement Act of
1913", do hereby submit the following:
1. Pursuant to the provisions of law and the Resolution of Intention, I have
assessed the costs and expenses of the works of improvement to be
performed in the Assessment District upon the parcels of land in the
Assessment District benefited thereby in direct proportion and relation to
the estimated benefits to be received by each of said parcels. For
particulars as to the identification of said parcels, reference is made to
the Assessment Diagram, a copy of which is attached hereto.
2. As required by law, a Diagram is hereto attached as Part 4 of this Report,
showing the Assessment District, as well as the boundaries and |
dimensions of the respective parcels and subdivisions of land within said
District as the same existed at the time of the passage of said Resolution
of Intention, each of which subdivisions of land or parcels or lots
respectively have been given a separate number upon said Diagram and
in said Assessment Roll.
3. The subdivisions and parcels of land, the numbers therein as shown on
the respective Assessment Diagram as attached hereto, correspond with
the numbers as appearing on the Assessment Roll as contained herein.
4. NOTICE IS HEREBY GIVEN that bonds will be issued in accordance with
Division 10 of the Streets and Highways Code of the State of California
(the "Improvement Bond Act of 1915"), to represent all unpaid
assessments, and the last installment of said bonds shall mature a
maximum of THIRTY-NINE (39) YEARS from the 2nd day of September
next succeeding twelve (12) months from their date. Said bonds shall
bear interest at a rate not to exceed the current legal maximum rate of
12% per annum.
5. By virtue of the authority contained in said "Municipal Improvement Act of
1913", and by further direction and order of the legislative body, I hereby
make the following Assessment to cover the costs and expenses of the
works of improvement for the Assessment District based on the costs ancl
expenses as set forth below:
Part 3- 2
AS PRELIMINARY
APPROVED
AS MODIFIED AND
PRELIMINARY
APPROVED
AS
CONFIRMED
Estimated Cost of
Construction and
Acquisition
$9,481,374.00 $9,945,102.00 $9,383,532.00
Estimated
Incidentals,
Payments, Right of
Way, and Financing
Cost
$5,582,466.00 $5,645,701.00 $4,331,575.00
Estimated Total
Project Cost
$15,063,840.00 $15,590,803.00 $13,715,107.00
Less Estimated Cash
Contributions
$0.00 $0.00 $0.00
Less Interest Earned
During Construction
$0.00 $0.00 $0.00
Balance to
Assessment
$15,063,840.00 $15,590,803.00 $13,715,107.00
For particulars as to the individual assessments and their descriptions,
reference is made to Exhibit "A" to Part 3 attached hereto.
6. The Method and Formula of Assessment Spread is as set forth in Exhibit
"B" to Part 3, which is attached hereto, referenced and so incorporated.
DATED: 3 1997
GALEN N. PETERSON, P.E.
SSMENT ENfelNtfeR SSESSMENT
CITY OF CARLSBAD
STATE OF CALIFORNIA
Part 3-3
I, LLOYD B. HUBBS, CITY ENGINEER, acting as SUPERINTENDENT OF
STREETS of the CITY OF CARLSBAD, CALIFORNIA, do hereby certify that the
foregoing Assessment^ together with the Diagram attached thereto, was filed in
my office on the /_7^ri day of A ^ 1997.
CITYE
CITY Of^CARLSBAD
STATE OF CALIFORNIA
I, ALETHA L. RAUTENKRANZ, as CLERK, of the CITY OF CARLSBAD,
CALIFORNIA, do hereby certify that the foregoing Assessment, together with the
Diagram attached thereto, was approved and confirmed by the City Council on
the day of <IOL^JI^ . 1997.
CITY CLERK
CITY OF CARLSBAD
STATE OF CALIFORNIA
I, LLOYD B. HUBBS, CITY ENGINEER, acting as the SUPERINTENDENT OF
STREETS of the CITY OF CARLSBAD, CALIFORNIA, do hereby certify that the
foregoing Assessment, together witji the Diagram_^ttached thereto, was
recorded in my office on the
ENGINE
CITY Q^CARLSBAD
STATE OF CALIFORNIA
Part 3- 4
ENGINEER'S REPORT
EXHIBIT "A" TO PART 3
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
ASSESSMENT ROLL
Assessment
Number Owner
Assessment Amount
Preliminary Modified Prelim. Confirmed
1 CB Ranch Enterprises $ 40,779.00 $ 40,779.00 $ 34,727.00
2 Craig Realty Group - Carlsbad, LLC $ 1,028,416.00 $ 1,221,552.00 $ 990,040.00
3 Carlsbad Ranch Co., L.P. $ 34,564.00 $ 34,564.00 $ 29,434.00
4 Carlsbad Ranch Co., L.P. $ 864,013.00 $ 864,013.00 $ 779,253.00
5 Carlsbad Ranch Co., L.P. $ 102,090.00 $ 102,090.00 $ 84,492.00
6 Carlsbad Ranch Co., L.P. $ 520,722.00 $ 523,197.00 $ 463,853.00
7 Carlsbad Ranch Co., L.P. $ 521,625.00 $ 524,104.00 $ 464,657.00
8 Carlsbad Ranch Co., L.P. $ 436,793.00 $ 438,869.00 $ 389,090.00
9 Carlsbad Ranch Co., L.P. $ 337,465.00 $ 361,654.00 $ 318,336.00
10 Carlsbad Ranch Co., L.P. $ 604,491.00 $ 631,656.00 $ 579,031.00
11 National Association of Music Merchants, Inc. $ 528,178.00 $ 549,831.00 $ 507,015.00
12 Carlsbad Ranch Co., L.P. $ 507,211.00 $ . 527,352.00 $ 487,230.00
13 Carlsbad Ranch Co., LP. $ -$ -$ -
14 Carlsbad Ranch Co., L.P. $ 285,158.00 $ 305,599.00 $ 268,994.00
15 Carlsbad Ranch Co., L.P. $ 291,064.00 $ 311,928.00 $ 274,565.00
16 Carlsbad Ranch Co., L.P. $ -$ -$ -
17 Carlsbad Estate Holding, Inc. $ 1,466,432.00 $ 1,466,432.00 $ 1,230,843.00
18 LEGO Carlsbad AG (LEGO Carlsbad Inc.) a Swiss corp. $ 3,784,506.00 $ 3,914,215.00 $ 3,435,873.00
19 LEGO Carlsbad AG (LEGO Carlsbad Inc.) a Sw/iss corp. $ -$ -$ -
20 Craig Realty Group - Carlsbad, LLC $ 690,001.00 $ 819,583.00 $ 664,254.00
21 Gemological Institute of America, Inc. $ 1,466,739.00 $ 1,466,739.00 $ 1,361,644.00
22 Carlsbad Ranch Co., L.P. $ 1.553 595 00 $ 1.486.646 00
$•
1,351,776.00
TOTAL $ 15,063,840.00 $ 15,590,803.00 $ 13,715,107.00
Part 3 - Exhibit A-1
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ENGINEER'S REPORT
EXHIBIT "B" TO PART 3
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(Carlsbad Ranch)
METHOD AND FORMULA OF ASSESSMENT SPREAD
The law requires and the statutes provide that assessments, as levied pursuant
to the provisions of the "Municipal Improvement Act of 1913", must be based on
the special benefit that the properties receive from the works of improvement.
The statute does not specify the method or formula that should be used in any
special assessment district proceedings. That responsibility rests with the
Assessment Engineer, who is appointed for the purpose of making an analysis of
the facts and determining the correct apportionment of the assessment
obligation. For these proceedings, GALEN N. PETERSON, Consulting
Engineer, has been appointed to perform the functions of assessment engineer,
and attached hereto as Exhibit "C" to Part 3 is a statement of his qualifications
and prior experience.
The Assessment Engineer then makes his recommendation at the public hearing
on the Assessment District, and the final authority and decision rests with the
City after hearing all testimony and evidence presented at that public hearing.
Upon the conclusion of the public hearing, the City must make the final decision
in determining whether or not the assessment spread has been made in direct
proportion to the benefits received.
IDENTIFY THE SPECIAL BENEFITS
First it is necessary to clearly identify the public improvements, the beneficiaries
and the properties that will be receiving special benefit from the works of
improvement.
The boundary of the assessment district was selected to encompasses the entire
development of approximately 447.4 acres, known as the Carlsbad Ranch, in the
northwest quadrant of the City of Carlsbad. It is located entirely within the
boundary of Local Facilities Management Zone 13. On January 9, 1996, the
City Council approved by Ordinance No. NS-344 the Carlsbad Ranch Specific
Plan Amendment (Specific Plan 207(A)) for the development of the area within
the assessment district. The Carlsbad Ranch Specific Plan Amendment was
also approved by the Coastal Commission on April 11, 1996. This Specific Plan
Amendment defines the allowable type and intensity of land use and provides
detailed development and design standards and criteria. The proposed land
Part 3 - EXHIBIT B -1
uses as well as other development criteria is summarized in the table shown
below.
Assessment No. Land Use Net Acres ADT (1)
1 Ag 53.80 0
2(2) Retail 15.95 8,977
3 Golf 45.60 0
4 GIA 10.87 2,395
5 Golf 26.45 600
6 R&D/Office 5.77 1,443
7 R&D/Office 5.78 1,445
8 R&D/Office 4.84 1,210
9 R&D/Office 4.00 1,000
10 R&D/Office 4.95 1,238
11 R&D/Office 4.04 1,010
12 R&D/Office 3.79 948
13 Street 1.97 0
14 R&D/Office 3.38 845
15 R&D/Office 3.45 863
16 Open Space 10.00 0
17 Resort 52.88 7,500
18 LEGO 128.32 8,182
19 LEGO Drive 0.88 0
20 (2) Retail 10.70 6,023
21 GIA 17.76 2,305
22 Hotel 10.47 3,600
TOTALS 425.65 49,582
RA/V for Roads 21.75
Total 447.40
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(1) Average Daily Trips (ADT) is from the Final Program EIR and
per "Traffic Study for the LEGOLAND Carlsbad" by Kaku
Associates, inc. April 1994.
(2) The size of building and amount of ADT was amended and reduced.
The allowable uses of the various properties within the assessment district were
reviewed. In addition, the development standards, requirements and policies of
the City of Carlsbad related to these improvements were considered.
The special benefit derived by the properties within the proposed boundary of
the assessment district is the acquisition and construction of the public
improvements which will enable the properties to be developed. The public
improvements include street, water, sewer, reclaimed water and drainage
improvements. Presently, development is not possible because of the lack of
these facilities.
A portion of the improvements, specifically the construction of the north side of
Cannon Road, is a specific benefit to property that is not within the boundary of
Part 3-EXHIBIT B-2
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the assessment district. The cost of this portion of the improvement that will
benefit others has not been included in the assessments.
An "Agreement for the Acquisition, Construction and Financing of Certain Public
Improvements Assessment District No. 95-1 (Carlsbad Ranch)" was entered into
on January 15, 1996, between the City and Carlsbad Ranch Company that
describe the eligible improvements included in this assessment district.
PUBUC PARCELS
There are no publicly owned parcels within the boundary of the assessment
district.
APPORTIONMENT OF THE COSTS
In making this analysis, it is necessary that the property owners receive a
special benefit to their property as distinguished from that of the general public.
The special benefit is different for most parcels in the assessment district
because of several factors including location of the parcel in relation to the
improvements and whether or not they have direct access to the improvements
as well as the development potential of each parcel which determines the benefit
from the improvements. All of these factors have been taken into account in the
apportionment of the cost to each parcel in the assessment district as described
below.
A. Benefit Zones
Five zones of benefit have been established to spread the costs of similar
benefit within each zone. These five benefit zones are shown on the Assessment
Diagram and described as follows:
1. ZONE A includes those parcels in the northern portion of the
assessment district that benefit from the Cannon Road improvements.
2. Zone B includes those parcels in the southern portion of the
assessment district that benefit from the Palomar Airport Road improvements
3. Zone C includes those parcels in the southern portion of the ^
assessment district that benefit from the acquisition of the existing lien for
previous Assessment District No. 86-1 (Palomar Airport Road West).
Assessment number 18 (formerly identified as Assessor's parcel numbers 211-
021-19 and 212-041-05) is not included in this zone since it will be responsible
for reimbursement to the City for costs that the City contributed to A.D. No. 86-1
for that assessment number.
Part 3 - EXHIBIT B - 3
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4. Zone D includes those parcels in the central portion of the
assessment district that benefit from the Armada Drive and LEGO Drive common
improvements. The term "common improvements" is used to refer to full width
grading of the roadway, the paved inside lanes, the paved outside lanes that are
not adjacent to parcels in zone D1, median curbs, water, sewer, reclaimed water,
and the traffic signal at Cannon and LEGO Drive.
5. Zone D1 includes those parcels adjacent to Armada Drive that receive
driveway access from Armada Drive and benefit from the Armada Drive frontage
improvements. The term "frontage improvements" is used to refer to, the paved
outside lanes adjacent to these parcels, outside curb and gutter, sidewalk, street
lights, landscaping and irrigation, median hardscaping, and other frontage
improvements adjacent to these parcels that would normally be required of
development projects.
The following table summarizes the assessment numbers that are within each
zone identified above.
Zone of Assessment Numbers in Zone
Benefit
A 3,4,5,6,7,8,16,17,19,21
B 1,2,9,10,11,12,13,14,15,18,20,22
C 1,2,9,10,11,12,13,14,15,20,22
D 4,6,7,8,9,10,11,12,13,14,15,18,21,22
D1 4,10,11,12,21,22
B. ASSESSMENT CRITERIA
The specific assessment criteria for spreading the cost of the various
improvements within the assessment district is described as follows:
1. Cannon Road
Cannon Road is being constructed to major arterial standards with four traffic
lanes and a raised median within a 102 foot right-of-way. Zone A of the
assessment district is within the boundary of a proposed Bhdge and
Thoroughfare District described in a report titled "Bridge and Thoroughfare Fee
Study Report for Cannon Road West" which is dated December 11, 1995. This
report makes a recommendation to collect a facility fee based on average daily
trips (ADT) within the boundary of the Bridge and Thoroughfare District for the
"common improvements" as described in the report. The recommended amount
of the facility fee is $73 per ADT. The report also recommends that a developer
who designs and/or constructs any of the improvements covered by the fee
program may be eligible for credit and/or reimbursement, subject to the approval
of the City Council.
Part 3-EXHIBIT B-4
Based on the above, the cost of the Cannon Road improvements will be spread
to the benefiting parcels v^^ithin Zone A as follows:
The "common improvements" as described in said Bridge and Thoroughfare
District Report will be assessed based on ADT to the parcels in Zone A. These
parcels will receive a credit for the amount of "common improvements" included
in the assessment district. These parcels will pay their remaining fee at the time
of obtaining building permits for the remaining costs of Cannon Road "common
improvements". .
The cost of "frontage improvements" as described in said report and which are
eligible for assessment district financing that are located on the south side of
Cannon Road will be assessed based on ADT to the parcels in Zone A.
The cost of "frontage improvements" on the north side of Cannon Road are not
assessed since they are the responsibility of adjacent property owners that are
not included in this assessment distnct.
2. Palomar Airport Road
Palomar Airport Road is proposed to be widened at intersections and for right
turn pockets, a sidewalk is to be constructed, the utilities are to be relocated, the
overhead electric lines are to be located underground, the traffic signals and the
center medians are to be modified and enhanced. These improvements will be
assessed based on ADT to all benefiting parcels in Zone B.
3. Acquisition of Special Assessment Liens for A. D. No 86-1
Assessment District No. 86-1 previously financed improvements to Palomar
Airport Road. Liens for A.D. No. 86-1 are currently outstanding on several
parcels within the boundary of this Assessment District No. 95-1. These existing
liens will be acquired by this A.D. No. 95-1 and assessed to parcels in Zone C
based on the ADT of the parcels.
4. Armada Drive and LEGO Drive to Roundabout
Armada Drive is proposed to be constructed from the Roundabout in LEGO
Drive to Palomar Airport Road with four traffic lanes, bike lanes, sidewalk, a
raised median in some portions of the roadway, water, sewer, reclaimed water
and storm drain facilities. LEGO Drive, with similar proposed improvements, is
to be constructed from Cannon Road to Armada Drive. The "common
improvements", as described in Zone D above, will be assessed based on ADT
to all benefiting parcels in Zone D. The "frontage improvements", as described
in Zone D1 above, that are adjacent to parcels in Zone D1 will be assessed
based on the number of driveways which provide access to each parcel from
Part 3 - EXHIBIT B - 5
Armada Drive and LEGO Drive. The storm drain improvements are assessed
separately as described in the following paragraph 6.
5. Roundabout and LEGO Drive (Southern portion)
The cost of the Roundabout improvements that pertain to the southern part of
LEGO Drive and the public portion of the southern part of LEGO Drive from
Armada Drive to assessment number 18 will be assessed to assessment number
18 since they are a specific benefit to only this one parcel.
6. Storm Drain
Public storm drain improvements are proposed to be located in Armada Drive
and in an easement in the private portion of LEGO Drive. These storm drain
improvements will benefit all of the parcels, except assessment numbers 2, 4
and 20 which are in a separate drainage basin, and will be assessed on the
basis of the number of acres in each parcel. The number of acres will be further
adjusted for either low runoff or high runoff based on land use as described in
the report titled "Master Drainage and Storm Water Quality Management Plan"
dated March 1994. The cost of the improvements to be assessed will not
exceed the aggregate cost of the Planned Local Drainage Area (PLDA) fees for
these parcels. Parcels not assessed include open space, golf course and
agricultural parcels (assessment numbers 1,3, 5 and 16) and streets
(assessment numbers 13 and 19).
7. Existing Water Line to be Relocated
An existing water line will require relocation during construction of the
improvements. The cost of relocating this water line will be assessed to all
parcels, except streets and open space, based on the number of acres in the
parcel since that is a measure of the amount of water that each parcel benefits
from the water line.
8. Pedestrian Walkwav
The pedestrian walkway improvements (wide sidewalk, retaining wall,
landscaping and benches) are located along the western side of Armada Drive
from assessment number 21 to assessment number 22 and continuing in an
easement on the western and southern side of assessment number 22 to the
southeastern corner of assessment number 22 at Armada Drive. The pedestrian
walkway directly benefits those parcels in the immediate vicinity of the walkway.
However, the pedestrian walkway will also be used to view the flower fields that
are grown on assessment number 1 during an eight week period of the year. The
land in assessment number 1 is restricted for use in perpetuity as agricultural.
The attraction of these flower fields and the use of the pedestrian walkway to
Part 3 - EXHIBIT B - 6
view these flower fields will also benefit assessment numbers 2, 3, 4, 5, 17, 18
and 20 for an eight week period during the year. Therefore, these proposed
pedestrian walkway improvements will be assessed to all parcels in the
assessment district based on the ADT of the parcel further adjusted by a factor
of 8/52 times the ADT for assessment numbers 2, 3, 4, 5, 17, 18 and 20; but no
adjustment for the remaining assessment numbers. A credit has been applied to
assessment number 22 for the cost of a portion of the improvements (sidewalk
and sod) that were not completed along the west and south side of this parcel.
When the owner of this parcel develops, they will be required to complete these
improvements at their own expense.
9. Incidental Expenses
Incidental expenses will be distributed to those approphate improvements
numbered 1 through 8, as identified in the preceding paragraphs, or prorated to
each improvement as applicable in accordance with that improvement's share of
the total cost.
10. Financing Costs
Bond Discount, Reserve Fund and Capitalized Interest will be prorated to each
assessment number in accordance with that assessment number's share of the
total cost.
11. Nil Assessments
Three parcels within the assessment district have been given a zero
assessment. Two of these parcels, assessment numbers 13 and 19, are private
streets used for access to adjoining parcels and can not be built upon. The
remaining parcel, assessment number 16, is an open space parcel which has no
benefit from the improvements.
SUMMARY
In conclusion, it is my opinion that the assessments for the above referenced
assessment district are spread in direct proportion with the special benefits
which each parcel receives from the works of improvement.
Dated this 5 ^ day of J G , 1997.
GALEN N. PETERSON, P.E.
ASSESSMENT ENGINEER
CITY OF CARLSBAD
STATE OF CALIFORNIA
Part 3- EXHIBIT B-7
I ENGINEER'S REPORT
EXHIBIT "C" TO PART 3
GALEN N. PETERSON, P.E.
Principal
PROFESSIONAL EXPERIENCE
During his 35-year career, Mr. Peterson has
assumed an increasing amount of manage-
ment responsibilities, culminating in the
establishment of his own engineering firm. He
has assisted many clients throughout
Southern California and Nevada;
Mr. Peterson is a registered Civil Engineer
and has been active in all phases of the
planning, design and construction
management of diverse public works facilities.
In addition, he has been instrumental in assist-
ing clients in obtaining project funding through
the formation of special assessment districts
as well as the administration of various
federal, state and local grants and loans.
Representative projects for which Mr.
Peterson has served or is currently serving as
Aissessment Engineer, Special Tax Consultant
or Project Manager include:
Assessment Districts
> Assessment District No. 93-1 for the Val-
ley Center Municipal Water District to
finance $1.1 million of preliminary expen-
ses, including design costs, of a total
$17.4 million project to expand the Lower
Moosa Canyon Wastewater Treatment
Plant. A second part of the assessment
district will assess the remaining $16.3
million in costs, including construction, to
the benefiting properties.
> Assessment District No. 96-1 for the Val-
ley Center Municipal Water District to
fund the wastewater capacity charges for
a new development known as
"Treasurers at Castle Creek".
> Assessment District No. 96-2 for the Val-
ley Center Municipal Water District, to
finance a low pressure sewer collection
system in a hilly area of the District.
> Assessrfient District No. 92-1 (Hacienda
Santa Fe/Rancho Del Rio Sewers) for
the Rancho Santa Fe Community
REGISTRATION
California, 1968, Civil Engineer
Registration No. 18364
Nevada, 1996, Civil Engineer'
Registration No. 12333
EDUCATION
B.S., 1962, Civil Engineering, South Dakota
State University, Brookings, South Dakota
MEMBERSHIPS
American Society of Civil Engineers
American Public Works Association
Chi Epsilon (Honorary)
Sigma Tau (Honorary)
Services District which financed a $7
million sewage collection system.
> Assessment District 93-1, (La Zanja
Canyon) located in the Rancho Santa Fe
area, to fund a $4.6 million sewage
collection system for the Whispering
Palms Community Services District.
> Stonecrest Development Assessment
District for the City of San Diego to fund
backbone facilities, including storm
drains, water and sewer system, street
improvements and a freeway interchange
for industrial, research and development
(R&D) and general office building com-
plexes. The project involved a phased
bond issue for an estimated $101.3 mil-
lion in funds.
> Tierrasanta Norte Assessment District for
the City of San Diego to fund over $21.0
million of water, sewage collection and
storm drainage and street improvements.
> Formation of one assessment district to
provide funding for infrastructure
improvements to the Batiquitos Lagoon
Education Park, a mixed-use community
located on 167.9 acres, for the City of
Carisbad (project was ultimately
suspended by client).
RESUME
PETERSON
> Assessment engineering services to fund
approximately $5.1 million for street wid-
ening, traffic control, street lighting, water
lines and drainage facilities for Assess-
ment District 86-1, Palomar Airport Road,
for the City of Carisbad.
> Assessment engineering services to fund
approximately $31.2 million for street and
public works improvements for Assess-
ment District 85-1, Cannon Road, for the
City of Carisbad. Improvements included
widening Cannon Road for approximately
4.5 miles; water, drainage, telephone,
gas and electric facilities; and sewerage
system improvements, including pump
station, force main and 8- to 36-inch
sewer lines.
> Assessment District No. 95-1 (Carisbad
Ranch) to finance approximately $15
million of street, water, sewer, reclaimed
water, landscaping, storm drain and
pedestrian walkway improvements for
the development which contains LEGO
LAND in the City of Carisbad.
> 1989 Auto Mall Assessment District for
the City of Hemet.
> Barton Commercial Center Assessment
District No. 91-1 for the City of Rediands.
> Fourteen separate assessment districts
for a sewage collection system and 3.0
MGD regional wastewater treatment
facilities for the Yucaipa Valley Water
District.
> Four assessment districts for the Eastern
Municipal Water District providing
approximately $19 million for the con-
struction of water and sewerage facilities
for the Dutch Village, Homeland/Green
Acres, Stagecoach and Pigeon Pass
areas within the District.
Refunding Assessment Districts
> Assessment District 85-PD-R for the City
of Rancho Cucamonga.
> Assessment District 14 and Assessment
District 15 for the City of Big Bear Lake.
> Assessment District 2-R for the Baldy
Mesa County Water District.
> City of Corona, Assessment District No.
79-2 (Northeast Area).
Community Facilities Districts
> District-wide capital project financing pro-
gram utilizing 1982 Melio-Roos CFD pro-
ceedings to finance $109 million of public
works for the Carisbad Unified School
District.
> East Highland Schools CFD to finance
approx. $15.0 million in construction of
new school facilities for the Rediands
Unified School District.
> City-wide capital project financing pro-
gram utilizing Mello-Roos CFD Act pro-
ceedings to finance $103.4 million of
public works facilities for the City of
Carisbad.
> Special tax consulting services to finance
over $230 million of public street
improvements, water, wastewater, parks,
schools and fire facilities for Las Flores
Ranch CFD in the City of Hesperia.
> Project management services for the City
of San Marcos for the following CFDs:
• CFD 91-01, Twin Oaks Valley
Ranch, to improve channel, street
and school facilities to serve a 300-
acre residential development and
golf course.
RESUME
PETERSON
m CFD 91-02, to provide funding for
police and fire protection services.
• CFD 91-3, Costa del Sol, to improve
streets, drainage, water, sewer and
park facilities serving a 400-acre
residential development and golf
course.
Landscaping and Ligtiting
Maintenance Districts
> Landscape Maintenance District No. 88-
1, comprised of a total of approximately
53,000 parcels (35,700 of which are as-
sessed), for the Valley-Wide Recreation
and Park District to financing the con-
struction, operation, maintenance and
servicing of landscaping, planting, shrub-
bery, trees, turf, irrigation systems, entry
monuments, hardscapes, walls, site light-
ing, playground equipment and public
restrooms.
> Three separate Landscape Maintenance
Districts for the City of Escondido:
• Maintenance District 1, Reidy Creek,
for an irrigation system as well as
aquatic, riparian and upland land-
scaping.
• Parkwood Landscape Maintenance
District for various subdivided tracts.
• Rancho Verde Landscape Mainte-
nance District for entry way to resi-
dential subdivision.
> City of Corona Landscaping/Street Light-
ing Maintenance District Nos. 84-1 and
84-2.
Financial Plans and
Developer Fee Programs
> South Corona Facilities Plan, Developer
Fee Program and formation of two com-
munity facilities district (CFDs 89-1 and
90-1) for the City of Corona to finance
the construction of streets, traffic signals,
drainage, water, sewer, parks and emer-
gency facilities (fire protection),
landscaping. Community Facilities Plan
(CFP) reimbursement and administration
fees.
> Financing alternatives and
implementation plan for the SR-125
Corridor Toll Road Feasibility Study
(subconsultant to prime) for the City of
Chula Vista, including an assessment of
the impacts of the proposed toll road on
the community and assistance in identify-
ing possible financing methods.
> Financing plans for water and sewerage
facilities for the Mission Springs Water
District {District Engineer, 1969 to Pre-
sent), the most recent of which was for
the Olympus Golf Club (December
1993), and the formation and imple-
mentation of seven separate assessment
district, three of which were financed
through federal and state grant/loan pro-
grams.
> Various preliminary financing reports and
the formation of eight separate assess-
ment districts for the County of San
Diego as Assessment Engineer under
three one-year contracts (renewed
consecutively) for public financing ser-
vices.
> Financing plan for the acquisition of the
Crestmore Heights Mutual Water Com-
pany by the West San Bernardino County
Water District, which recommended the
formation of an assessment district and a
Farmers Home Administration loan.
RESUME
PETERSON
> Northeast Area Planning, Technical and
Funding Report for the City of Corona,
including project phasing recommenda-
tions for the construction of "backbone"
infrastructure to serve approximately
1,460 acres of land for residential, com-
mercial and light-industrial use, and the
formation and implementation of Assess-
ment District No 79-2.
> Two public works financing plans, for the
City of San Marcos, including the Heart
of the City Financing Plan (November
1993) and University Village Financing
Plan (September 1993).
> Financing plan and special tax consultant
services (CFD 93-3) for Foothill Market
Place, a new commercial development
for the construction of $5.0 million of
street, water, sewer, storm drain and
landscaping improvements for the City of
Rancho Cucamonga.
> Financing plan and assessment
engineering services for the Rancheros
Road commercial development (AD 1-
1985) for the City of San Marcos.
> Financing plan and assessment
engineering services for the Railroad
Street industrial development project (AD
88-1) for the City of Corona.
Bridge and Tlioroughfare Districts
> City of Carisbad, Bridge and
Thoroughfare District No. 1 within a
majority area of the City.
> City of Carlsbad, Bridge and
Thoroughfare District No. 2 for
construction of Aviara Parkway and
Poinsettia Lane.
Tax Roll Billings
Mr. Peterson has also directed and supervised
the preparation of annual property tax roll
billings for clients throughout Southern Califor-
nia, advising team members and consulting
with client representatives and legal counsel
throughout the process. Assignments specific
to Fiscal Year 1996-97 were completed for the
following clients:
> BearValleyCommunity HealthcareDistrict.
> Carisbad Unified School District
> City of Corona
> City of Perris
> City of San Marcos
> Elsinore Valley Municipal Water District
> Elsinore Water District
> Mission Springs Water District
> Rainbow Municipal Water District
> Ramona Municipal Water District
> Rancho Santa Fe Comm. Services Dist.
> San Dieguito Union High School District
> Santa Rosa Community Services District
RESUME
ENGINEER'S REPORT
PART 4
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
ASSESSMENT DIAGRAM
A reduced copy of the Assessrpent Diagram is attached hereto and is a part of
the Engineer's "Report". A full size copy of the Assessment Diagram is on file
with the City Clerk.
Part 4-1
ASSESSMENT DIAGRAM
OF
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
CITY OF CARLSBAD
COUNTY OF SAN DIEGO, STATE OF CAUFORNIA
• LEGEND
1 11 M i I M ASSESSMENT DISTRICT BOUNDARY
PARCEL UNE
• I •• I • ZONE BOUNDARY OF ZONES A AND B
I I I I I I I I I BOUNDARY ZONE C
BOUNDARY ZONE D
NOT TU SCALE
^ BOUNDARY ZONE D AND D1
ASSESSMENT NUMBER
INDEX MAP
NOT TD SCALE
niEO IN THE OfnCE Of THE CITY CLEItK OT THE OTT OT CMLSSAO TDK lUY Of_
cmr CLERK or
THE CtTY or CMItSSAO
RECOIIDED m THE OmCE Or THE SUrEKMTENOCMT Or STKETS Or THE CITT OT CAKUUO THS_
SUPERIHTENKNT OF STREETS Of
THE CITV or CAXISM
AM ASS^EHT WAS lEWEO BT THE CITY COUHCO. Of THE CITY OE CAKSUAS OH THE LOTS. PIECES. ANO PARCELS OT UNO SHOWN ON THIS ASSESSMENT DIAGRAU. SAID ASSESSMENT
WUUyitD ONjrHE_^ BAY Of .IN SAO ASSCSSUtNT OIAORAM AMB THE ASSESSMENT ROa WERE RECORDED IN THE OEFICE Of THE SUPERIHTIHDEHT OE
SSSLZJfS'JS'LSLSf^?"'' ™' • '»» REFERENCE IS MADE TO THE ASSESSMENT ROa RECORDED IN THE OfFKI OF THE
SUPERINTENDENT OT STREETS FOR THE EXACT AMOUNT OF EACH ASSESSMENT LEVIED AQAMST EACH PARCa OF LAND SHOWN ON THIS ASSESSMENT DIAORAH.
CITY CLERK OF
THE CITT or CARLSSAO
FILED THIS DAY OF , IM_, AT THE HOUR OT O'CLOCK M. « BOOK _ _ _
DIsnnCTS. PASE AS INSTRUMENT NO , M THE OfFKE OF THE COUNTY RECORDER OT THE COUNn OF SAN OtEOO. STATE OF CAUFORNIA. _0r MAPS OF ASSESSMENT AND COMMUNITY FAOUTIES
COUNTY RECORDER OF THE
COUNTY or SAN OIEOO
PREPARED SY GALEN N. PCIIRSON, CONSULTINO ENOMEER (Sit) 4S7-7000
REFERENCE THE SAN DIESO COUNTT ASSCSSOTS MAPS FDR A OCTAIUD DESCRIPTION OT PARCa UNES AND DOONSIONS. SHEn I or 2
ASSESSMENT DIAGRAM
OF
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
CITY OF CARLSBAD
COUNTY OF SAN DIEGO, STATE OF CAUFORNIA
\—1
PREPARED RY OAIIN H. PETERSON. CONSULTWO EMONUR (619) M7-7000
REFERENCE THE SAN HEOO COUNTY ASSESSOR'S HAPS POR A DCIAOED DESCRIPTION OF PARCEL UNES ANO HHINSiaNS. SHEET 2 OF 2
ENGINEER'S REPORT
PARTS
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
DESCRIPTION OF WORKS OF IMPROVEMENT
AND RIGHTS-OF-WAY TO BE ACQUIRED
DESCRIPTION OF WORKS OF IMPROVEMENT
The proposed works of improvement are generally described as follows:
Acquisition and construction of the following items including all necessary
appurtenances:
1. Cannon Road, from Car Country Drive to Lego Drive, constructed to
major arterial standards with four traffic lanes and a raised median within a 102
foot right-of-way including the following improvements: grading,
roadway/surface improvements, water, sewer and landscaping.
2. Improvements to the north side of existing Palomar Airport Drive, from
Paseo del Norte to Hidden Valley Road, including the following: grading,
roadway/surface improvements including median, traffic signal modification at
Paseo Del Norte and Armada Dr., landscaping, relocation of utilities and
undergrounding of overhead electric lines.
3. Armada Drive, from Lego Drive to Palomar Airport Road, and Lego
Drive, from Cannon Road to Roundabout and end of public right-of-way,
constructed with four traffic lanes and raised median in some areas including
the following improvements: grading, roadway/surface improvements, traffic
signals, streetlights, water, sewer, reclaimed water and landscaping.
4. Storm drain improvements in Armada Drive and in an easement in
Lego Drive.
5. The relocation of an existing water line located easterly of Armada
Drive.
Part 5-1
6. Pedestrian walkway improvements (wide sidewalk, retaining wall,
landscaping and benches) located along the western side of Armada Drive and
in an easement along the western and southern side of assessment number 22.
7. Acquisition of the existing lien for Assessment District No. 86-1
(Palomar Airport Road West).
The proposed work shall also include design engineering services (including
preparation of plans, specifications and cost estimates), environmental,
archaeology, paleontology, planning studies, surveying and staking, construction
management, inspection, financial advisor, assessment engineering, legal and
bond counsel services. City administration services and other expenses
associated with the work effort.
I Part 5-2
RIGHT-OF-WAY CERTIFICATE
CITY OF CARLSBAD
STATE OF CALIFORNIA
The undersigned, LLOYD B. HUBBS, hereby CERTIFIES UNDER PENALTY OF
PERJURY that the following is all true and correct:
At all times herein mentioned, the undersigned was, and now is, the duly
appointed City Engineer and authorized representative of the City of Carlsbad,
California.
That there have now been instituted proceedings under the provisions of the
"Municipal Improvement Act of 1913", being Division 12 of the Streets and
Highways Code of the State of California, for the construction of certain public
improvements in a special assessment district known and designated as
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
(hereinafter referred to as the "Assessment District").
THE UNDERSIGNED STATES AND CERTIFIES AS FOLLOWS:
(check one)
( ) a. That all easements, rights-of-way, or land necessary for the
accomplishment of the works of improvement for the above referenced
Assessment District have been obtained and are in the possession of the
City of Carlsbad.
( X ) b. That all easements, rights-of-way or land necessary for the
accomplishment of the works of improvement for the above referenced
Assessment District have been obtained and are in the possession of the
City of Carlsbad, EXCEPT FOR THOSE set forth in a separate document
on file with the City Clerk, and made a part hereof as if included herein,
showing the legal descriptions of rights-of-way and easements not yet
obtained at this time.
It is further acknowledged that works of improvement as proposed to be
constructed within said Assessment District must be constructed within public
rights-of-way, land, or easements as owned by said City at the time of the
construction of the works of improvement, and the undersigned hereby further
certifies that all rights-of-way necessary for the works of improvement will be
Part 5-3
obtained and in the possession of the City prior to the commencement of any
construction. ' ^
EXECUTED THIS 3 ^ DAY OF UU A/,1997.
CITY EI^TN^ER
CITY 6F CARLSBAD
STATE OF CALIFORNIA
Part 5-4
ENGINEER'S REPORT
PART 6
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
PROPOSED MAXIMUM ANNUAL ASSESSMENT FOR
ADMINISTRATION AND COLLECTION OF ASSESSMENTS
A proposed maximum assessment of $75.00 per assessed parcel will be levied
upon each of the several subdivisions of land in the district including parcels
representing a division of any parcel to pay costs incurred by the CITY OF
CARLSBAD and not othenfl/ise reimbursed which result from the administration
and collection of assessments or from the administration or registration of any
associated bonds and reserve or other related funds. Said annual assessment
may be increased over the previous year's assessment to account for inflation.
Said inflation shall be measured by the Consumer Price Index of the Bureau of
Labor Statistics of the United States Department of Labor for all Urban
Consumers, San Diego, California (1967 = 100), as published by the United
States Department of Commerce.
Part 6-1
ENGINEER'S REPORT
PART 7
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
CERTIFICATE OF PURCHASE
OF "AS-BUILT" IMPROVEMENTS
GENERAL
The improvements are to be purchased by the City from Carlsbad Ranch Company,
the property owner, pursuant to the provisions of the "Agreement for the Acquisition,
Construction and Financing of Certain Public Improvements Assessment District 95-
1 (Carlsbad Ranch)", dated January 15, 1996. A summary of the total eligible costs
for this Assessment District is included as Appendix A. The total eligible cost has
been determined by reviewing the actual costs submitted by the property owner
which consisted of the following:
1. An itemized listing of each bid item of the construction costs on a spread
sheet. This listing, included as Appendix B, shows the eligible cost for each bid
item and each contract change order item.
2. A compilation, of the incidental costs (including invoices and canceled
checks) which were bound in three, 3 1/2 inch thick, 3-ring binders with the cost for
each consultant shown following a separate tabbed divider. These three binders
have been delivered to the City with this Report and are included herein by
reference. A summary of these eligible costs as well as backup data for the
consultants is included as Appendix C.
3. . A compilation of the contracts for several of the incidental costs which
were bound in a 2 1/2 inch thick, 3-ring binder. This binder has also been delivered
to the City with this Report and is included herein by reference.
ELIGIBLE COSTS
A. Summarv of Total Eligible Costs
A summary' of the total eligible costs for this Assessment District is included as
Appendix A.
Part 7-1
B. Construction Costs
Appendix B shows the eligible construction cost for each bid item and each contract
change order item.
The non-eligible construction costs include improvements to the north side of
Cannon Road, costs for the storm drain in excess of the Planned Local Drainage
Area (PLDA) fees, the arch culverts undercrossings in Armada Drive and Cannon
Road, the new dry utilities (except for the undergrounding of existing overhead
utilities in Palomar Airport Road), any temporary facilities such as the temporary 16-
inch water line, any overtime work that was not authorized by the City and any work •
or improvements for private property owners such as grading that is not specifically
for the public improvements.
C. Incidental Costs
The eligible incidental costs that related to the eligible public improvements are
those that are reasonable and necessary to accomplish the work.
The incidental costs for the Storm Drain were excluded since the PLDA fees include
an allowance of thirty eight percent (38%) for engineering fees as stated on page 65
of the "Master Drainage and Storm Water Quality Management Plan" dated March
'1994. However, the developer will be able to submit these excess costs (over and
above the PLDA fees that were assessed) to the City for reimbursement under the
Storm Drain fee reimbursement program.
Adjustments were also made to other consultants costs that provided services to
both eligible and non-eligible improvements. These adjustments are shown in
Appendix C provided herein.
CERTIFICATE
The following certificate indicates the approval by both the Assessment Engineer
and the property owner of the purchase price for the improvements.
Part 7-2
CERTIFICATE OF PURCHASE OF "AS-BUILT" IMPROVEMENTS
STATE OF CALIFORNIA
COUNTY OF SAN DIEGO
CITY OF CARLSBAD
The undersigned hereby CERTIFIES UNDER PENALTY OF PERJURY that the following is all true and
correct.
That at all times herein mentioned, the undersigned was, and now is, the duly appointed ASSESSMENT
ENGINEER of the CITY OF CARLSBAD, CALIFORNIA.
That there have been instituted proceedings under the provisions of the "Municipal Improvement Act of
1913", being Division 12 of the Streets and Highways Code of the State of California, for the construction
of certain public improvements in a special assessment district known and designated as ASSESSMENT
DISTRICT NO. 95-1 (CARLSBAD RANCH) (hereinafter referred to as the "Assessment District").
That the City did, on the 15th day of January, 1996, enter into an agreement with Carisbad Ranch
Company (hereinafter referred to as the "Property Owner"), wherein the City agreed to purchase and
Property Owner agreed to sell, certain improvements to the City, said improvements being a part of the
Assessment District, and all improvements to be purchased were in place prior to the adoption of the
Resolution of Intention.
That the improvements to be purchased by the City, all being public improvements necessary for the
completion of the Assessment District, are in place. For particulars as to the prices, reference is hereby
made to Appendix A attached hereto, referenced and so incorporated.
That the prices as set forth on Appendix A are true, correct and reasonable, and all of said improvements
are necessary and integral to completing the improvements for the Assessment District. For particulars,
reference the plans and Engineer's Report as approved for the Assessment District.
EXECUTED this 3 ^ day of JuKf(E ' . 1997, at Carisbad, California.
GALEN N. PETERSON CONSULTING ENGINEER
T^SSESSMENT ENtGINEER
CITY OF CARLSBAD •
STATE OF CALIFORNIA
THE UNDERSIGNED, AS PROPERTY OWNER, HEREBY AGREES TO AND CONSENTS TO THE
LISTED PRICES AS SET FORTH IN THIS CERTIFICATIOr
DATE:
APPENDIX A
SUMMARY OF ELIGIBLE COSTS
ENGINEER'S AUDIT REPORT
CITY OF CARLSBAD
ASSESSMENT DISTRICT NO. 95-1
(CARLSBAD RANCH)
SUMMARY OF ELIGIBLE COSTS
ITEM
Public Works of Construction
Hazard
SDG&E
Total Construction
Incidentals
a. Engineering
O'Day
Hunsaker
KTU&A (Landscape Architecture)
Gillespie (Landscape Architecture)
Civil Engineering - Nolte (Storm Drain) (1).
Civil Engineering - Crosby Mead (Cannon Rd)
Traffic Engineering - Urban Systems
Utility Design - Utility Design Consultants
b. Soils Engineering
Leighton & Associates
c. Environmental/Archaeology/Paleontology Consultant
City of Carisbad - EIR
Cotton/Beland/Assoc, Inc.
P&D Technologies
Grace Manues - Coastal
Leighton - Prelim Soils Investigation
Brain F. Smith & Associates
Gallegos & Associates
San Diego Natural History Museum
d. Construction Management and Administration
The Harrison Co./JDC Holdings Inc.
Kahr & Associates
e. City Plan Check Fees
City of Carisbad
Carisbad Municipal Water District
f. Crty Inspection/Permit Fees
g. Design Surveys and Construction Staking
O'Day Consultants
Melchior Land Surveying
h. Grading & Improvement Bonds
i. City Administration
j. Assessment Engineering
k. Audit of Acquisition Costs
I. Bond Counsel
m. Appraisal
n. Financial Advisor
o. Official statement
p. Fiscal/Paying Agent
q. Printing Bonds
r. Publication and Miscellaneous Costs
8. Contingency for As-Built Dravi^ings
Total Incidentals
TOTAL AMOUNT OF ELIGIBLE COSTS (2)
SUBMITTED
COST
13,076,635
25ZQSZ
EUGIBLE
COSTS
621,787
188,912
78,328
16,039
31,371
62,483
29,020
4,241
236,401
92,625
114,280
5,098
15,620
196,116
101,405
10,903
123,750
103,843
231,844
10,528
657,177
489,825
198,062
225,180
50,000
10,000
14,000
50,000
8,669,564
252067
13,328,702 8,921,631
405,000
33,845
62,663
2,500
48,695
29,020
4,241
140,656
27,788
39,998
113
7,810
152,301
92,927
10,357
101,775
74,800
199,667
9,628
374,043
235,000
108,638
104,065
50,000
10,000
14,000
50,000
15000
3,968,838 2,404,529
17,297,540 11,326,160
Notes:
(1) Developer will submit this cost to City for reimbursement for Storm Drain costs.
(2) The. Reimbursement to the developer will equal the "Total amount of Eligible Costs" less
a deduction in assessments, as authorized by the developer and shown on the "paid and
unpaid assessments."
SUMC0ST2.XLS Page 1 6/3/97
APPENDIX B
ELIGIBLE CONSTRUCTION COSTS
R.E. HAZARD CONTRACTING COMPANY
6465 Marindusiry Place, San Diego, CA 92121
P.O. Box 229000, San Diego, CA 92192
REHCCOJob No 95028
Estimate No.: 23-
Biliinalhm: 3/31/97 [FIN.ALl
.. To: Carlsbad Ranch Company, a California Limited Pannership
5600 Avenida Encinas, fflOQ
Carlsbad, CA 92Q08
Job Description: Carlsbad Ranch - Unfis 1. 2 & 3
Ar«| CO Type
669B
664A
)/0 fld-to UetH
Cannon Road
Preparatory Taska
Mobilization & Preparatory Work
Clearing & Grubbing
DemolitlQn, flemovala, Retocatlons
Remove Redwood Header - Across Road
Remove Barricade - Across Road
Rernove Type "F" Catch Basin - 2-N & S side
Relocaie Wooden Structufe • Deleted CO7
Relocate Barbed Wire Fence - All over'
Grading Items
Unclassilied Excavation & Fill
Remote & Recompacr Cofluvia) )n Fiils
Remove & Recompaci Topsoii In Fills
Gravel Bags
Straw Bale Dike
Stabilized Construction Entrance
Access Hole
Trench Resuf'acinq
12" PVC Reclaimed Main
12" PVC Main
2D" Sieel ReclaimFid Main
16" PVC Main
12" Gale Valve Assembly
16" Butterfly Valve Assembly
20" Valve Assembly
1 1/2" Iffigation Service w.'meier
2" Air & Vacuum Valve
2' Manual Air Release
2" Blowoff Assembly
6" Blowotf Assembly
Pressure Reducing Station
Fire Hydrant Assembly
Storm Drain Hems
Type "B" Curb Inlet
Type "A" Cleanout
Modify Type 'f Catch Basin
Wing-Type Headwall
flip-Rap
Brow Ditch D-75
Roadway/Surface tmprovemgnls
43. Asphalt Concrete Paving
44. JCL I] Aggregate Base
ci)iitri;ti)ial;:;
250,000
1,800
8,900
3.200
2,200
1.895
1,873
Qdan!i|V:i: qiijcfitiiy;;:
Deleted CO 7
Deleted COl
Deleted COl
Deleted COl
AiTioui^:;:;
This Est.
205,000-00
8.600.00
1.440.00
C0NTR0L5.XLS
5'?7;f37 4-54 Pf.1
no City
724A
719A
110
100
80
BI
100
101 210
210
107
108
^10
210
115
116 , 210
210
119
120
121
122
123
124
512A
515A
210
210
514A
516C
210
210
8" Median Curb
6" Curb & Gutter
4" PCC Sidewalk - Southside Oniy~
Enhanced Median_Pavement
Subgrade Preparation
Street & Traffic Sign
Pedestrian Ramp - Southside
Street Centeriine Monument
M-9 Barricade
Alum. Arch Culvert Ped. Undercrpssing
Alum, Afch Culvert Sjope Collars
Landscape & Irrigation
Furnish & Install Irrigation System
Soil Amendment & Conditions
Bark Mulch
Shrub: 5 gallon
Shrub: 1 gallor)
Root Batri
Tree: 24- Box
90-Day Maintenance
Pry Utility & Miscellaneous Items
Street Light
Street Light Pull Box
SDG&E. Pac Tel - CATB Underground Dry Joint
Utilities
Armada Drive
Preparatory Items
Mobilijation & Preparatory Work
Clearing & Grubbinn
Grading Hems
Unclassified Excavation & Fill
Remove & Recompact Colluvial
Remove & Recompaci Topsoil
Gravel Bags
Slabrlized Construction Entrance
Lateral 30' Long w/cleanoui
Water Hams
PVC Reclaimed Main
Gate Valve Assembly
2" Gate Valve Assembly
6" Butterfly Valve Assembly
Fire Hydrant Assembly
Irrigation Service w/Meter
Air & Vacuum Valve
Manual Air Release
Blowoff Assembly
Water Service Assembly
Portable/Reclaimed Conn. wiVauli
4i>|jfQi3mirte:;; Ouantity::: TotBl iAiTiOUnif:;:; Amount^:':
rhfa Eft.
21,320.00
2.310.00
1,686
1.820
Deleted C04
fcrtal l»)
40,185,00
1,833-00
1,995.50
6,783-00
3,018.75
532.00
2,850.00
1,269.00
17.600,00
416,00
13,762,60
19,720,00
6.308.00
2.250.00
C0NTR0L5.XLS
Area ':\ttti; ;TVP«
729A
720A
100%
100%
100%
100%
Storm Drain hems
Type "B" Curb Inlet
Type "A" Cleanout
Wing-Type HeadwaHIDELETE 1-CCO II
Roadway/Surlaca Improvements
Asphalt concrete Paving
CL II Aggregate Base
8" Median Curb
6" Curb & Gutter - Outside
4" PCC Sidewalk
Enhanced Decoraiive Sidewalk •
Enhanced Median Pavement
Subgrade Preparation
Street & Traffic Sign
Pedestrian Ram
M-9 Barricade
Street Centeriine Monument
ri£in2__
figation System Complete
Soli Amendment & Condilioners
Bark Mulch
Shrub: 5 gallon
Gfoundcovef
Root Barrier
AijiiroK^fife;:;
Cbri(r;:ifiitEii;:i
1,003
3,775
Deleted C03
B,093
(5,9071
Tots!
Oitifitityrj ifirtrvj^jEiit::
:Amoont:-:
TNs Ut.
7,840.00
11.180.00
3,640.00
2,886-00
1,890.00
804B
804C
Tres; 24" Sox
90-Day maintenance
2" PVC Irrigation Sleeve
4' PVC Irrigation Sleeve
6' PVC Irrigation Sleeve 1,926.00
5,115.00
Dry Ulllitv B. Miscallaneous Hams _
Street Li
Street Light Pull Box
SDG&E. PacTel. CATV Underground Dry Joint
Utilities
Palomar Airport Rd. Widening at Pageo Dal Notte
Preparatory Tasks
Traffic Control
DemoHtion. Removals. Relocations
Remove Curb & Gutter
Relocate Street/Traffic Sign
Relocate Telephone Riser
Relocate CATV Riser
Relocate Street Light & Pull Box
Done by Other
Relocate Chain Link Fence
Asphalt Concrete Paving
CL II Aggregate Base
Curb s Gutter
• PCC Sidewalk
16,650,00
1,400-00
1,720.00
1.926-00
5, n 5.00
O.OQ
0,00
C0NTR0L5.XLS
5/27/97 4-54 CfA
194
195
Area r-t<}
H6: :fio\
Type iSafli
No. ^0.
9160
900
100%
100%
DMctlptton:::
Subgrade Preparation
Pedestrian Ramp
Striping
Modify Traffic Signal System
Relocate SDG&E Line & Vault
Apptpx^iHe;:
biifitrliifbiiii;;;
Cliiaiildt^::: ; tpti^iiiii;::
; Qtrtrltjtvi: : Pr)i*o:i
iAiiiciiinjtjii:;
:t*tirir^iEjtt;:;:
Amount :>
Deleted C09
Ttrta) |»)
196
197
_213
214
215
. 216
_217
246
247
248
249
Temporary 16" Waterline
12" Steel Main
J6' Sreel Main jPECflEASE 80LF-CD 3)
12" Gate Valve Assembly
6" Butterfly Valve Assembly
2" Air & Vacuum Valve
2" Manual Air ReleaselDECR. 1-CQ 31
' Blowolt Assembly
Concrete Thrust Anchor Block
On-Sila Grading & Land DavalopmBnt
Praparatory Tasks
Mobili;aiion & Preparatory Wofk
Clearing & Grubbing
Grading Items
Unclassified Excavation & Fill
Remove & Recompact Colluvial
Remove & Recompaci Topsoil
Export Material to Stockpile
Scarify Cut Area Plot 5 & 6
I 95% Compaction Pad 5 & 6
Trench Drain
Gravel Bags
Stabilized Construction
Temporary Hydrosecd
Storm Drain Hems
.8- CMP (DECREASE 34LF-CO 41
lip-Rap
Brow Ditch D-75
ABM Concrete SpKlwav
CMP Standpipe & Grate
landscape & Irrigation Items
rigaiion System Complete
Soil Amendments & Conditioners
Shrub: 5 gallon
Shrub: 1 gallon
Groundcover
Tree: 15 gallon
90-Dav maintenance
Added Alternate
Furnish & Install Aluminum Arch Culvert at Armada
30,000,00
TOO
C0NTR0L5.XLS
^j/?7,'97 4 54 PfJ\
Afe a CO
No,
Se9-
flo
I/O :«•>•(•* Item
No.i Deicriptlon
ApprQX3lT18te;;::;:
Contt^-toiiil-:---
Qiiiui^iy:;;:;:;
Pfen. Est.
QliaTltity::::::
this Est
ttitat
dLiirititViiii iJjiic\i7i\77i
Pride
:Atiidii^^(;;::;::;;::i
;t!r^jEiit;:;:;;::ii;
;Amoiwt:;: : :>
TNs felt T61al 14}
Complato
Y/N
. Total
Est. Cost
1 Total I EOQ. Cost
257 CHANGE ORDERS
258 Changa Order l^^
2S9 1 1. ContrBcl Additions: Cannon Road
260 I 1 202A 100 5 5 50% 1. Item 7: Relocate Barbed Wire Fence 1-00 LS 1.00 1,00 100% 700.00 700.oo 700.00 Y 700.00 350.00 261 1 1 5388 121 1 1 100% 2-Item 19: 8" PVC Reel. Waterline 32 LF 32 32 100% 20.00 640,00 640.00 Y 640.00 640-00 262 1 I 0 0 0% 3. Item 55A: Alum. Arch Culvert 248 LF 248 248 100% 705,00 174,840,00 174,840.00 n/a 174,840.00 0.00 263 1 1 0 0 0% 4. Item 55B: Mat'l Only, Alum. Arch Culvert 14 LF 14 14 100% 440.00 6,160,00 6,160.00 n/a 6,160,00 0-00 264 1 1 0 0 0% 5, Item 55C: Alum. Arch Culvert End Plugs 2 EA 2 2 100% 6,150.00 12,300,00 12,300.00 n/a 12,300.00 0.00 265
266 2 1 Contract Additions: Armada Drive
267 2 1 406B 210 1 1 100% 1. Item 11:8" PVC Main 116 LF 116 116 100% 22.00 2,552.00 2,552.00 Y 2.552.00 2,552.00 268 2 1 606B 700 1 1 100% 2, Item 24A: 18" RCP 12 LF . 12 12 100% 30,00 360.00 360,00 Y 360.00 360-00 269 2 1 611C 700 1 1 100% 3. Item 25: 30" RCP (No WTJ) Deleted C04 D 0.00 0.00 270 2 1 610D 700 1 1 100% 4. Item 26: 24" RCP w,/WTJ 73 LF 73 73 100% 44,00 3,212.00 3,212,00 Y 3'21 2-00 3,21 2-00 271 2 1 617A 700 1 1 100% 5, Item 26A: 36" RCP Deleted C04 D 0,00 0.00 272 2 1 622D 700 1 1 100% 6. Hem 27: 48" RCP w/WTJ 216 LF 38 38 18% 105.00 3,990,00 3,990.00 N 22.680.00 22,680,00 273 2 1 669A 700 1 1 100% 7. Item 28: Type "B" Curb Inlet 1 EA 1 1 100% 2,650.00 2.650.00 2,650.00 Y 2,650.00 2,650,00 274 2 1 604A 700 1 1 100% 8, Hem 30A: 1 2" PVC SPR 35 Storm Drain 213 LF 213 213 100% 23-00 4,899.00 4,899.00 Y 4,899.00 4,899,00 275 2 1 0 0 0% 9, Added Armada Or, Imgrovements (Culvert) 1,00 LS 1-00 1.00 100% 22,420.00 22,420.00 22,420.00 n/a 22,420.00 0.00 276
277 1 1 II. Contract Delations: Cannon Road
27B 1 1 401 A 121 1 1 100% 1. Delete Bid Item 15 - 18" D.I.P- Main D 0.00 0,00 279 1 1 403A 121 1 1 100% 2 Deiete Bid Item J5 - 24" VCP Main D 0.00 0,00 280 1 1 505A 121 1 1 100% 3 Delete Bid Item 19 - 12" PVC Reclaimed Main 0 0,00 o.oo Delete Bid (tem 55 - Aluminum Arch Culven w/
281 1 1 0 0 0% 4. interior imprv. D o.o6 0,00 Delete Bid Item 56 - Aluminum Arch Culvert Slope
282 1 1 0 0 0% 5. Collars D 0,00 0,00 283
284 2 1 Contract Deletions: Armada Drive
285 2 1 611A 700 1 1 100% 1. Delete Bid Item 25 - 30" RCP WTJ D 0.00 0.00 286 2 1 6108 700 1 1 100% 2. Delete Bid Item 26 • 24' RCP WTJ 0 0.00 287 2 1 6178 700 1 1 100% 3-Delete Bid Item 26A - 36" RCP WTJ D 0.00 O^TO" 288 2 1 622C 700 1 1 100% 4, Delete Bid Item 27 - 48" RCP WTJ D 0.00 0,00 289 2 1 671A 700 1 1 100% 5. Decrease Bid Item 30 • Wing Type Headwall (1) •EA 0 0% 1,100.00 N (1 100,00) 290
291 Chanfie Order «2
292 1 1 1. Modify Conn, Rd. Contr. Item 16
293 1 2 402A 121 1 1 100% A) Delete Bid Item 16 D 0,00 0-00 294 2 402A 121 1 1 100% BI 24' PVC Sewer SDR35 Main 1,220 LF 1,111 1,111 91% 60.75 67.493-25 67.493.25 N 74,1 15.00 74,115.00 295
296
297 Change Order #3
Armada Dr. Revised Item 38 Enhanced Median
298 2 3 717A 220 1 1 100% l-Pavement 3.360 SF 3,360 3,360 100% 5-35 17,976-00 17,976,00 V I 7,976,00 17.976,00 299 D 0,00 Delete Original Item 38 - Enhanced Median •^'•^ 300 2 3 717C 220 1 1 100% M. Pavement D 0.00 0 00 301 : 302
303
304
Additions Per Letter of 9/8/95 Contract Additions
305 10 3 A, Temp. 16" Waterline
306 10 3 3 0 0% 1. 16' PVC Main Bid Item 2 211 LF 211 211 100% 31.50 6,646.50 6,646.50 n/a 6,646.50 ooo" 307
308
10
10
3
3
3
3
0
0
0%
0%
2.
3,
16" Butterfly Valve Assembly Bid Item 5
2" Air & Vac. Valve Bid Item 6
4 EA 4 4 100% 3.400.00 13,600.00 13,600.00 n/a 13,600,00 0.00
309
310
10
10
3
3
3
3
0
0
0%
0%
4.
5-
2' Blowoff Assembly Bid Item 8
Cons. Thr. Anchor BIk Bid Item 9
2
7
EA
EA
2
7
2
2
7
100%
100%
2.100-00
1,615.00
720,00
4,200.00
3.230.00
5,040-00
4,200.00
3,230.00
5,040.00
n/a
n/a
4,200,00
3,230.00
5,040.00
0.00
0.00
311
312
10
10
3
3
3
3
0
0
0%
0%
6.
7.
Protection Posts Bid Item 10
Thrust Wall Bid Item 11
12
2
EA
EA
12
2
12
• 2
100%
100%
430.00
1,650-00
5,160.00
3,300,00
5.160.00
3,300,00
n/a
n/a
5,160.00
3,300.00
0.00
313 10 3 3 0 0% 8-16' Connection Bid Item 12 1 EA 1 1 100% . 3.700.00 3,700.00 3.700.00 3,700,00 -~-314 10 3 3 0 0% 9. Deflection Compl. Bid Item 13 15 EA 15 15 100% 475-00 7.125,00 7,125.00 n/a 7,1 25 00 0^ 315 10 3 3 0 0% 10, 16" Bonds Bid Item 14 7 EA 7 7 100% 645.00 4,515,00 4.515,00 4,515.00 ' rTnrr 316 10 3 3 0 0% 11. Armada Access Bid (tem 15 1.00 LS 1.00 1.00 100% 4.100-00 4.100.00 4.100.00 n/a 4.100.00 ooo" 317 10 3 3 0 0% 12. 2' DG Access Rd. Bid Item 16 87,240 SF 50,000 50.000 57% 0.24 1 2.000,00 12.000.00 20.937.60 o^oo" 318
C0NTR0L5.XLS 5/?7'T7 4 tA t'f.l
: Afeaj: itiOiilllTypii Apprdxjmirt^:!
bbiitriiteiiati:; duacnijtyi!; Quantity': friit^l;;;:;;; 6^iiiitv!j ^.f^7\
:h&».t»t::i
Delete Bid Item 1-12' Steel Main
Dec. Bid Item 3 -16' Steel Main
Delete Bid Item 4-12' Gate Valve Assembly 0,00
0,00 Dec, Bid Item 7 - 2' Manual Air Release
Changa Order 114
Latter Dated 8/30/95 Cannon Road Contract
Addition
16" Butlertly Valve Bid Item 24
20" Butterfly Valve Bid Hem 25
2" Manual Air Rel. Bid Hem 28
Armada Drive Contract Additions
8' PVC Main Bid Hen-
s' Gale Valve Bid Item 14
16" Butterfly Valve Bid Hem 16
° Bid Item 18
2" Air/Vac. Valve Bid Hem 19
Water Serv. Assembly Bid Item 22
8" RCP COl Bid Item 24A
24" RCP COl Bid Item 26
42" RCP New hem 26B
"F" Catch Basin Mod: New Hem 30B
Cone, Encasement: New Item 30C
100
2
Field Cuts AL,'Culv: New Item 55D
Onsite Grading & Land Development
24" CMP New Item 13A 2,040,00
9.648-75
3,400,00
5,400-00
4,470,00
3,400-00
^ 0.00
0-00
p.oo
0.00
0,00
0.00
ABM Conc- Spillway: New Hem 16A
CMP Standpipe Med.: New Hem 1 7A
CMP Standpipe Med.: New Hem 1 78
Conc- Anchor New Item 17C
D62 Pipe Collars: New Hem 1 7D
Contract Deletions Cannon Road
Delete Item 26: l 1/2" , Service
Decrease Hem 29: 2" Blowoff Assembly
Armada Drive
48' RCP: COl Bid Hem 27
8" RCP: Delete Bid Item 24
30" RCP: COl Hem 25 Deleted
36" RCP: COl Hem 26A Deleted
A" Cleanout: Item 29 Decrease
Onsite Grading & Land Development
8' CMP: Item 13 Decrease
ABM Conc, Spillway: Item 16 Delete
CMP Standpipe: Item 17 Deleted
Letter of 10/6/95
Bracing, f.loniloring S Structure Backfill and
Compact Arched Culveas
Letter of 10/11/95
6" Irrigation Service w/gate valve
Letter of 10/17/95 Cannon Road Contract Additions
Unclass Ex. & Fill: Item 8 Increase 150 I 100%H 0.82 123-00
ig,690-001
0.00
C0NTR0L5.XLS
5'?7'97 4M PIA
: Area -.^Ml-:
Hi, No,
Type
AlQ.
;:|/tti: ita
Chy
: Item:
429
430
Class II Agq. Base: Item 44 Increase
letter ol 10/19/95
B' PVC lateral at tie-in
Letter of 10/23/95 Cannon Road Additions
18" CMP New Hem 42A
ABM Conc- Spillway New Item 42B
CMP Standpipe Mods: New Hem 42C
Concrete Anchors: New Item 420
i-Seep Ring: New Item 42E
072 CuiofI Wall: New Hem 42F
Oesilting Basin: New Item 42G
Hydroseed Basin Slopes: New Item 42H
4' Vinyl Clad CL Fence: New Item 421"
0" CL Gates: New Hem 42J
Rip rap: Bid Item 41 Increase
Change Order «5
Letter of 10/26/95 New Hem 12A Silt Fence
letter of 10/26/95:lncr. item 15 D-75 Brow Dilch
Letter of 11/2/95 Landscaping Western Landscape
Conitr.
2. Above Irrigation System
3- Fescue/Allysim Hydroseedinq
Letter of 11/6/95: Cannon Road Adda.
1 • New Item 26: 2" Water Serv. Potable
2. New Item 26a: 2" Wir. Serv. Reclaimed
letter of 11/6/95: Armada Dr. Adds.
1. Incf, (tem 37: 6" AC E
2- Incr. Hem 39: Subgrade Prep
3, New Item 31a: 2" acNaiive
Letter of 11/7/95: Armada Dr. Adds
Incr, Item 21: 2" Blov/off Assem.
2- New Item 21a: 8" 22 degree bend
Letter of 11/14/95 Dry Utilities Schilling Corporation
Conduit to Serv, Irrigation
Meter Pedestals
TC Letter of 11/15/95 (Armada Dr.l
RepI, 8" Waterline v
Change Order 06
Correct CO 4 Hem 2 Error
orreci CO 4 Error
Letter of 9/28/95
Corrects Contract Math Errors
Current Bid Item Bid Values
Onsite Grading and Streets
Unclassified Excavation
Remove & Recompaci Colluvial Soils
Gravel Bags
Stabilized Construction Entrance
PVC Sewer Main
Lateral. 30' Long
Access Hole '
ApprpKMiirta;:
Contti:Totat'::
Cltiairi^iy::;
Oni! Priv. Eit.
5,955
5,955
;QiivQtit|^!:;
Deleted COlO
Total
iljirirttitVi:
43.275
1-00
icluded in It. 1
CHANGE ORDER ff6 DELETEL SEE CHANG
•Arripinrf::::
•MiisYZi'nt^.'-'
:Amount:;:
rtih feat. r<rta) 1»)
_ 0 ,00
0.00
_0,00
. 0,00
0,00
0,00
0,00
0,00
0.00
OOP
0.00
0.00
0.00
0 00
0.00
0.00
0.00
0.00
0.00
0.00
0 00
CONTnOL5.XLS
5;-2 7/0 7. 4 fb4 Pf.1
A«ea sCa
144. No
iType I/O n..n.e litiam:
No;;: Dascriptton::
Trench Resurfacing
8" PVC Water Main
8" PVC Reclaimed Main
16" PVC Water Main ICL 1501
ApNidiiiiinirte;:
Ciififriiiriitai:::
Quiuiuiyi;:
*rtv;;^sV:: Qii^rv8t,y:::
This est.
Total
(jitarititiiji
UfMt;;; :A>itbtm;:j:
Prwv. Eat.
: Ahiotnit:;:
Total l<)
8' Gate Valve Assembly
12" Gate Valve Assembly
16" Butterfly Valve Assembly
Fire Hydrant Assembly'
2" Irrigation Service with Meier
2' Air and Vacuum Valve
2" Manual Air Release
2" Blowoff Assembly
2' Water Service Assembly
2" PVC Water Main
IS" RCP
Type "B" Curb Inlet
Type "A" Cleanout
Rip Rap
Asphalt Concrete
Class 2 Aggregate Base
8" Median Curb
6" Curb and Gutter
4" PCC Sidewalk
Enhanced Decoraiive Sidewalk
Enhanced Median Pavement
Subgrade Preparation
Street and Traffic Sign
Pedestrian Ramp
M-9 Barricade
Survey Monument
Furnish and Install Soil Amendmenis
Groundcover
Tree: 36" Box
Tree: 24" Box
Tree: 15 Gallon
Shrub: 5 Gallon
Shrub: 1 Gallon
90-Day Plant Maintenance
6' PVC Irrigation Sleeve
4" PVC Irrigation Sleeve
Street Light
Street Light Pull Sox
Palomar Airport Road
Remove Curb and Gutter
AsphaH Concrete
Class 2 Aggregate Base
6' Curb and Gutter
Subgrade Preparation
6" PVC Waterline
6" Butterfly Valve
Trench Resurfacin
New Bid Items
Onsite Grading and Streets
Mobilization and Preparatory Work
Clearing and Grubbing/Buy Water
Connect to Existing Sewer
6" SteeJ CMLAC Waterline
6" PVC Water Main (CL 200)
6" Waterline Connections
6" End Cap
12'End Cap
10. 12' Waterline Connection
0-00
0.00
C0NTR0L5.XLS
5>?7-3? 4-5^ Pf/
_sie
_619
_.520
624
S25
__526
627
630
631
634
535
Area -. CQ-: Type: ^Segi': \\-i}0\
Hi. [-Ho^i- .Nor •.-tit:
538
539
640
541
S46
647
iitatri;
No;:: Daicriptton ::
Connect to Existing 8" Water
8" End Cap
4" Blow Off AsserVibly
8" Deflection Couplings
60' RCP - WTJ
54" RCP - WTJ
36" RCP - WTJ
36" RCP - WTJ
15' 'B-1' Inlet
16" "B-1' Inlet
Type "A-6' Cleanout
Type 'F" Catch Basin
60" Wingwall
Tie into Existing SD
Brick and Mortar Plug
5' CMP Standpipe .
2" Class 2 Base Sewer Easement
StMEin3_
7" PCC Cross Gutter
7" PCC Paving (Bus Stop)
Irrigation System
Root Barriers
Root Barriers witti Gravel
Boxed Palms
AppidxlRiiitei:
bijrittijtiitat::;
: Quantity:':
This Est.
Total
: Qti4ntitV::
LjnB:;;:
Price::
lAiiiciurrt j!;:
l^fririrLiEiit;:;
; ArTic>iHit:;:
ThEsitst::; Total [«>
0.00
0.00
0-00
0-00
0.00
0.00
_S52
553
560
561
562
563
664
565
566
567
568
_569
570
571
Weed Con trot
3' PVC Irrigation Sleeve
2-1/2' PVC Irrigation Sleeve
4" PVC Lateral Sleeve
2-1/2" PVC Lateral Sleeve
2' PVC Lateral Sleeve
1-1/2" PVC Lateral Sleeve
6" Electrical Sleeve
3" Electrical Sleeve
2" Electrical Sleevi
Split Face Masonry Wall w/Railinq
SDG&E/PacTei/CATV Underground
Palomar Airport Road
Traffic Control
Unclassilied Excavation
Modify Traf. Signal (g) Armada & Palomar
6" Waterline Connection
Pothole Existing Utilities
SDG&E/PacTel/CATV Underground
Temporary Hi-Line
Steel ML&MC Waterline
Gate Valve
6' Butterfly Valve
-Line Connection
Blow Off
' Manual Air Release
Relocate Meter
Concrete Anchor
Remove 16' and 12' Waterline
C0NTR0L5.XLS
Afai Type
;*it»i
Af^firdxi&Tifilfr:::
dbfiiriiifoUi;::
Quantity::: Quantity:;:
rtiiifestiii:
Total Amount ::
Pf^, Est,
AtfiMuit;:;:
rw* Eft. rata) 14)
Change
Remove & Relocate Street Light
Remove & Recomp. Resiltinq Basin Soils
Correct pricing on CCO 07, item 2 -Resilting Basin
Soils
Cannon Road Additions
1(X1%
100%
. Cleaning & Grubbing
2. New Hem 8a: Excavate Slope & Haul
3, New Item 43a: 6" AC Berr
4. Incr. bid Item 18: Tr. Resurf.
Cannon Road Deletions
1. Delete Bid Item 6 - relocaie wooden structure
Power & Telephone Conduit Run;
See Grig. Her
A- 3" CL II GIA Access Rd, Addition
804F
804G
1. Subgrade Preparation
00%
100%
2, CL II Agg. Base
Ctianpe Order »8
Letter of 1/15/96 Extend 2" Water Servtce
Letter of I.'17/96 Added Move In [Schillingl
Letter of 1/19/96 Irrigation Sleeves
1. New item 64A • 4' PVC irrigation Sleeve
1. New item 648 - 3' PVC irri nation Slei
1. New item 64D - 1 1/2' PVC Irrigation Sleevt 4,270.00
1,800.00
637
638
644
645
902A
7338
1- New item 64C - 1" PVC Irrigation Sleeve
Letter of 1/11/96 Canrion Road
New item 47A - Local Depre
Armada Drive
1. New item 44A - Black Concrete
2- New item 44C - D3 Apron
3 New Hem 44C - 4' chain link fence
T 44D - MBGR
Letter ol 1/29/96 Cannon Road
New Item 67A - Traffic Signal Conduit
2. Increase Hem 18 - Trench Resurfacing
Change Order J9
Letter ot 2/2/96 Cannon Road
New Hem 678 • Masonry SDG&E Wall
Armada Drive
New Item 59A • Masonry SDG&E Wall
Letter ot 275/96 Armada Drhre iSchllling
Corporation i
Install 140 If Cable Tv Trench
letter of 2/8/96 Armada Drive
1' Manual Air Release
1,935.00
2,640.00
6,016,00
C0NTR0L5.XLS 5'?7/!)7 4-54
Area]:: til:
H6:
:TVPB
iio
}ttJ
€lty
Letter of 2/21/96 Palomar Airport Road WMenlng
AppfoKiniiita:;
C(iHlr::Tdt(if!;!
duaiitityi::: QiiimiGitY::' Toiel
; Qtrtritity::
:Ar)ib'tiri<::i
:t^r^.:eat;;
iAmoimti:
ThTs t%t~
7248
727A
1. Delete (tem 9-Class 2 Aggregate Base
2- Delete Item 12-Subgrade Preparation
3: Items 1 & 2 Replaced with T & M Work
Letter of 2/22/96 Palomar Airport Road (Schillingl
1. Pothole com
Letter of 2/22/96 Schilling Corporation
Install Addilional Street Light Conduit
Channe Order i>1Q
Letter of 3/5/96 - Time & Material - General Gradir
letter of 3/6/96
12 X 12x6 Telephone Box
Pressure Reducing Vault - 1" Ba" Corp & 1/4"
Gauge Cock
100% _
100% '
Letter of 3/11/96 A. Cannon Road - New
Construction
1. Remobilifaiion-Performance Concreie
2. Recertify Base Subgrade
3. Modify Planned Shrubs
B. Cannon Road-Exfstlng West ot Project
527.75
1,040.63
1,055.49
Remove/Replace Existing Shrubs
2- Traffic Control
Letter ot 3/25/96 A- Armada Drive
Decrease I'
/cleanout
1 #9 - 6" lateral m30' long
2. Deer CCO "4 - 8" PVC lateral inci 1
manhole
Letter of 3/27;'96 • Time & Materials - General
Letter of 3/29/96 A. Palomar Airport Road - Traffic
Signal Stripinci
1, Traffic Signal Stripin
letter ot 4/4/96 Armada Drive
Traffic Control System Including K-Rail (GIAl
2. Added Mobilization - Curb/Gutter Sub
3. Sawar
a. Adjust Manhole to Grade (Sia, 5-t-901
b. Rem, Exist Manhole-west Sta 9-t-06,40
Const Manhole over Exist Main-9 + 24,5
475.00
2.100.00
d, 8' PVC Sewer (Sta. 5 + 901
Tie into Exist, Manhole-Sta 5-t-90
8" Gate Valve to Exist, Water Main
Extend Fire Hydrant - Sta. 14 4
Adjust Air Vac to Grade (Sta, 7 +00)
Deleted C012
Fire Hydrant Assembly (Sta, 7-t-80l
Storm Drain
Adjust Cleanout to Grade
Remove 2 EA - 6' BO Inlets and 1 7LF • ie"RCP
c. 6' Type B-1 Inlets
5,277,45
703,66
1625.OOi
0,00
525.00
5,300 00
1,100 00
0.00
C0NTR0L5.XLS
i'?7;37 4.54 i>M
; Aieaj:
•to;
Sag
7uti7
hXl
€lty
1 1 545A 121
d, 18' RCP 1350D
6, 3" AC/4" Class 2 Temporary Paving
7. M-9 Barricade
Change Order *11
Letter of 4/26/96 Cannon Road
1. Clean & Tack Coat Existing Surface
2. Adj Manhole Frames/Wtr Can to Grade - TC
Construction Co,
Subcontractor's Work
1, Add 8" Tee (Material Ontyl
2, Add Striping
Letter ot 5/1/96
DEWR ^3874 - Reconsiruci Armaria Dr, shoulder
Schedule of Values (S/22/96) Lego Dr & Armada Di
Intersection and Public Portion ot Lego Drive
1, Moblli^a^ion,'Preparalory Work
2, Clearing & Grubbinp
3, Unclassified Excavaiion
4, Remove & Recompact Colluvial Soil
5. B' Median Curb
6, 6" G-2 Curb & Gutter
7. 4" PCC Sidewalk
8. Enhanced Median Pavement
0. S" PVC Main
11.6" PVC Lateral. 30' Long
12.Connect lo Exist 8' Stub w/New 8" PVC
13. Pothole Extis. Utililies
4. 12' PVC Water Main
15- 12" Gate Valve
16. 2' Blow Off Assembly
7. 2' Air & Vacuum Valve
18, Fire Hydrant Assembly
19. 16' Connection
20,' 1 2- Cap
21, 16' Butterfly Valve
22, S" PVC Reclaimed Main
23- 2" Blow Off Assembly
24, 8" Cap
25, Connect to Exist, 8" Water
26. 18" RCP - WTJ
27, 30" RCP
28. 66' RCP - WTJ
29. Modified A-4 Cleanout
30. Modified A-6 Cleanout
31. 64/66 X 30/18 Lug
2. 30/36 X 18 Lug
33, Type 8 Curb Inlet
34. 30" Straight Headwall
35. 66' Plywood & Geogrid Bulkhead
36- Subgrade Preparation
37- AsphaH Concrete
38. Class 2 Aggregate Base
39. Landscape & Irrigation
40. Street Light
41. Street Light Pull Box
AjaiitQiijbnaf^::
CDhtrifTcitat;::
iiiiajitity:;:
Unit Pftv. U\.
Qtiaiiaty;::
"rtiJiil^t;;;:
TDtai
: OuAlltilvi'
; ^7 iArnqiwt::::
;|»r^iEiiti;i
:Amount:'
rwal ]$)
Deleted CO 16
Deleted C016
Deleted COl 6
Deleted COl 6
Deleted CO 16
14,450.00
2,390.00
1.385.00
2,000.00
5.400-00
Deleted COl 6
3,400,00
800,00
6,600,00
Deleted C016
Deleted CO 16
Deleted COl 6
Deleted COM
85,070,00
3,050,00
Deleted C014
5,150,00
2.640.00
440,00
10.600.00
3,050,00
5,150.00
Deleted COl 4
7,930,00
42,311,00
52,289,86
0,00
10,942,40
8,570.25
47,668,50
0.00
0-00
0.00
3,375,00
0-00
C0NTR0L5.XLS 5.'2 7/^7 4 54 pr^
Ata Tvpa ::&efl;
Ho.
;;;!/o; 1^ ;ri*lsibi Item Aijiirdxmirtit;:::;: .diiajnlHt^iiii;:: Quantity::: Total UriEt;:;:;;;;:;;;:: ; AiiiciiirMt i;; i; I:;:;:; : Amount >:::;::: Complete Total ToKI ito No, No.
::&efl;
Ho. CKr % No.; dricriptf6h;:;:::-:':i:::;:;i;;;:;;;:i;;:i:i:;:^ Conlr Totat Unit Pi*v. Est. Tftls Est Qu^iltilyi:!: iwiii^iiEiiti;;:;;;;;;: Thfs Ui Y/N Est. Cost Ella. Cost 768 7 11 314A 500 1 1 100% 42- Survey Monument 2 EA 2 2 100% 400.00 800.00 800,00 Y BOO,00 803 00 769 7 11 71 9A 500 1 1 100% 43, Street & Traffic Sign 30 EA 30 30 100% 210,00 6,300,00 6,300,00 Y 6,300,00 6,300.00 770 7 11 72tC 500 1 1 100% 44. Striping 1,00 LS 1.00 1.00 100% 4,500.00 4,500,00 4,500,00 Y 4,500,00 4.500.00 771 7 11 9168 500 1 ? 100% 45, Traffic Signal (Armada & Cannon) 1-00 LS 1,00 1,00 100% 37,800.00 37.800,00 37,800-00 Y 37,800,00 37,800.00 772 7 11 0 0 0% 46. SDG&E/Pac Tel/CATV Underground 1,00 LS 1.00 too 100% 45,000.00 45,000,00 45,000,00 n/a 45,000,00 0.00 773 7 11 729A 500 1 1 100% 47. M-9 Barricade 65 LF 72.00 72 111% 33,00 2,376,00 2,376:00 Y 2,376,00 2,376.00 774
775
776 2 11 B, Armada Dr from Roundabout to Palomar Airport Rd.
777 2 11 103G 200 1 1 100% 1. Mobilization.'Preparatory Work 1,00 LS 1,00 1,00 100% 94.500.00 • 94.500,00 94,500.00 Y 94,500,00 94.500.00 778 2 11 1010 200 1 1 100% 2. Clearing & Grubbing 1-00 LS 1.00 1.00 100% 50,000.00 50.000.00 50,000.00 Y 50,000,00 50,000.00 779 2 11 316C 210 1 1 100% 3. Unclassified Excavation 3.950 CY 3.950 3.950 100% 0,94 3,713.00 3,713-00 Y 3,713,00 3,713,00 780 2 11 308A 210 I 1 100% 4, Remove & Recompact Alluvial 36.000 CY 149,968 149,968 417% 0.76 113,975.68 113.975.68 y 113,^75,68 113.975.68 781 2 11 303A 210 1 1 100% 5. Excavation & Long Haul 52.500 CY 52.500 52,500 100% 1,55 81,375.00 81.375,00. Y 81,375.00 81,375,00 782 2 11 706A 210 1 1 100% 6. B" Median Curb 5.253 LF 5,253 (7021 4,551 87% 5.60 29,416.80 (3,931,20) 25,485-60 N 29,416,80 29,416-80 783 2 11 703A 220 1 1 100% 7, 6" G-2 Curb & Gutter - Both Sides 4,290 LF 4,446 2.072 6.518 152% 5,85 26,009.10 12,121,20 38.130.30 V 38,130,30 38.130.30 784 2 11 701 A 220 1 1 100% 8, 4" PCC Sidewalk - Both Sides 11,565 SF 6.874 31,856 38,730 335% 1,45 9,967,30 46,191,20 56.158,50 Y 56,158.50 56.158,50 785 2 11 736A 220 1 1 100% 9, G-1 Curb 1,330 LF 2,143 136 2,279 171% 8,00 17,144.00 1.088,00 18,232,00 Y 18,232.00 18,232.00 786 2. 11 702A 220 1 1 100% 9a. AC Berm 145 LF 0 0% 5,00 N 725.00 725.00 787 2 11 713A 220 1 1 100% 10. Cross Gutter 2,200 SF 3,494 3,494 159% 4,00 13,976.00 13,976-00 Y 13.976.00 13,976.00 788 2 11 715A 220 1 1 100% 11, Driveway Approaches 3,485 SF 3,485 (1,8471 1,638 47% 2,60 9,061.00 (4,802:20) 4,258,80 N 9,061,00 9.061.00 789 2 11 71 OA 220 1 1 100% 12, Local Depressions 355 LF 237 207 444 125% 20,00 4,740.00 4,140,00 8,880-00 Y 8,880,00 8,880,00 790 2 11 734A 220 1 1 100% 13, Pedestrian Ramps 5 EA 1 1 1 12 240% 32,00 32.00 352,00 384-00 Y 384.00 384.00 791 2 11 709A 210 1 1 100% 14- Bus Slop Slabs with Rebar 5,200 SF 5,900 5.900 113% 5,40 31,860,00 31,860,00 Y 31,860.00 31,860,00 792 14 11 716A 600 1 1 •100% 15. Enhanced Decorative Sidewalk 1 18.093 SF 52.104 (29.058) 23,046 20% 2,80 145,891,20 (81.362,40) . 64,528.80 N 330,660.40' 330,660,40 793 2 11 717A 220 1 1 100% 16. Enhanced Median Pavement 28,1 14 SF 7.153 6,060 13,213 47% 5,35 38,268,55 32,421,00 70,689,55 N 150,409.90 150,409,90 794 2 11 407A 210 1 1 100% 1 7. Access Hole 12 EA 12 12 100% 2,100.00 25,200,00 25,200.00 Y 25,200.00 25,200.00 795 2 11 406A 210 1 1 100% IB. 8" PVC Mains 3.081 LF 3,061 3,081 100% 16,50 50,836,50 50,836-50 Y 50,836.50 50,836,50 796 2 11 528A 210 1 1 100% 19. 6" PVC Lateral, 30" Long 5 EA 5 5 1(X3% 625.00 3.125,00 3,125,00 V 3,125.00 3,125,00 797 2 11 726A 210 1 1 100% 20. Trench Resurfacing 640 SF 640 280 920 144% 9,00 5,760.00 2.520-00 8.280,00 V 8,280.00 8,280,00 798 2 11 404A 210 1 1 100% 21.8" Plug 2 EA 2 2 100% 250,00 500,00 500,00 V 500.00 500,00 799 2 11 408A 210 1 1 100% 22. Raise Sewer MH to Grade 4 EA 4 4 100% 495,00 1,980,00 1,980,00 Y 1,980.00 1,980.00 800 2 11 409B 210 1 1 100% 23. Connect to Exist. MH 1 EA 1 1 100% 1,650,00 1.650.00 1.650,00 Y 1,650.00 1,650,00 801 2 11 91 OA 210 1 1 100% 24- Pothole Exist. Utiliies 4 EA 4 4 100% 550,00 2,200,00 2,200,00 Y 2,200.00 2,200,00 802 2 11 5108 210 1 1 100% 25. 16" PVC Water Main CL150 (Del C015I 3,567 LF 0 0% 35.00 N 124,845.00 124.845.00 803 2 11 539A 210 1 1 100% 26, 8" PVC Water Main 180 LF 180 180 100% 22,00 3,960,00 2.960.00 Y 3,960.00 3.960 00 804 2 1 1 506A 210 1 1 100% 27. 12" PVC Water Main CL150 118 LF 118 118 100% 25,00 2,950.00 2,950,00 Y 2,950,00 2,950,00 805 2 11 511A 210 1 1 100% 28. 16" Connection 1 EA 1 1 100% 3,400.00 3,400.00 3,400,00 Y 3.400,00 3.400,00 806 2 11 516C 210 1 1 100% 29. 2" Water Service Assembly 4 EA 4 4 100% 2.350-00 9,400.00 9,400,00 Y 9,400.00 9,400,00 807 2 11 534A 210 1 1 100% 30. 8" Gate Valve 10 EA 10 (21 8 80% 745.00 7,450,00 (1,490.00) 5,960.00 N 7,450.00 7,450,00 808 2 11 504A 210 1 1 100% 31, 12" Gate Valve 2 EA 2 2 100% 1,195,00 2,390,00 2,390.00 Y 2,390.00 2,390 00 609 2 11 5076 210 1 1 100% 32, 16" Butterfly Valve 10 EA 10 10 100% 3,400,00 34.000,00 34,000.00 V 34,000,00 34,000.00 810 2 11 514A 210 1 1 100% 33, 2" Blow Off Assembly 5 EA 5 5 100% 1,385,00 6,925,00 6,925.00 Y 6,925.00 6,925.00 811 2 1 1 515A 210 1 1 100% 34, 2" Manual Air Release 1 EA 1 1 100% 1,385,00 1.385,00 1,385,00 V 1,385-00 1,385.00 812 2 1 1 554B 210 1 1 100% 35, Fire Hydrant Assembly 12 EA 12 12 100% 2,700.00 32,400,00 32,400,00 V 32.400-00 32,400-00 813 2 11 503A 210 1 1 100% 36- 12" Cap 2 EA 2 2 100% 800.00 1.600,00 1,600,00 Y 1.600,00 1,600.00 814 2 11 508A 210 1 1 100% 37. 16" Cap 1 EA 1 1 100% 1,000-00 1,000,00 1,000,00 Y 1,000,00 ^.000.00 815 2 11 21 2A 210 1 1 100% 38, Remove & Replace PCC Gutter 100 SF 100 (501 50 50% 8,50 850,00 (425.001 425,00 N 850,00 850,00 816 2 11 53BA 210 1 1 100% 39, 8" PVC Reclaimed Water 3,676 LF 3.676 3,676 100% 18.00 66,168,00 • 66,168-00 Y 66.168,00 66,168-00 B17 2 11 512A 210 1 1 100% 40, 2" Air & Vacuum Valve 2 EA 1 1 2 100% 2,000,00 2,000,00 2,000.00 4,000-00 Y 4,000.00 4,000.00 818 2 11 803A 210 1 1 100% 41. 2" Irrigation Service with Meter 7 EA 7 7 1 00% 2.985.00 20,895.00 20.895,00 V 20,895,00 20 895 00 819 2 11 530A 210 1 1 100% 42. 8" Cap 1 EA 1 1 100% 500-00 500,00 500,00 ¥ 500,00 820 2 1 1 549A 210 1 1 100% 43, Connect to Exist. 8" Water 1 EA 1 1 100% 1,500-00 1.500,00 1,500,00 Y 1,500,00 1 500 00 821 2 11 5 33A 210 1 1 100% 44- 8" Deflection Couplings 6 EA 6 6 100% 100-00 600.00 600.00 Y 600.00 822 2 11 606A 700 1 1 100% 45. 18" RCP 535 LF 275 275 51% 36,00 9,900,00 9,900,00 N 1 9,260.00 19,260.00 823 2 11 eosA 700 1 1 100% 46. 18" RCP - WTJ 132 LF 137 137 104% 45.00 6.165.00 6.165,00 Y 6,165.00 6 165,00 824 2 11 610B 700 1 1 100% 47, 24" RCP 459 LF 486 486 106% 42.00 20.412.00 20,412,00 Y 20.412,00 20 412 00 825 2 11 610C 700 1 1 100% 48. 24" RCP - WTJ 315 LF 283 283 90% 54,00 15.282.00 15,282,00 N 1 T.OW.OO 17,010 00 826 2 11 6nA 700 1 1 100% 49. 30" RCP 324 LF 324 324 100% 50,00 16.200,00 16.200,00 Y 16,200,00 16 200 00 827 2 11 611D 700 1 1 100% 50. 30" RCP - WTJ Deleted CO 14 D 0,00 828 2 11 617D 700 1 1 100% 51. 36" RCP - WTJ Deleted CO 14 D 0,00 ooo" 829 2 11 620C 700 1 1 100% 52, 42' RCP 523 LF 523 523 100% 71-00 37,133.00 37,133.00 Y 37,1 33.00 37 133 00 830 2 11 620D 700 1 1 100% 53. 42' RCP - WTJ Deleted CO 14 D 0.00 0 00 831 2 11 660B 700 1 1 100% 54. 60" RCP - WTJ 0 LF 0 210,00 D 0,00 832 2 11 628A 700 1 1 100% 55- 66' RCP - WTJ 147 LF 147 147 100% 235,00 34.545.00 34,545.00 ' Y 34,545.00 34.545 00 833 2 11 e31A 700 - 1 1 100% 56. 84- RCP Deleted CO 14 D 0,00 0.00
C0NTR0L5,XLS 5/2 7.'37 4 54 PtA
CONTROLS,XLS
6,'?/97 4:32 f'tA
Typa
Ho
719A
916D
I't)
€ity
Item:
No^;!; dfrit-rlptlpri:;
27. Street & Traffic Signs
Appioii^ate';:
Ci3iitri:Tqta(;;i
^iiitnUty;:; dijsni3t.y!i : Tiit(ii;;i;:;:
i Q^ritiiy:!
; iii^7
•• Priiia:;
lAmqiBrt;;:;
;t?roV-:Eati:i
; Aiiiotbit:::
Ttiis Est. ijTWal:
28, Modify Signal (§i Armada & Palomar
29. SDG&E./Pac Tel/CATV Underground
Private Drainage & Offsite Grading Plans
1, Clearing & Grubbing
2. Excavation & Long Haul
3, 24" RCP
100%
100%
117,500,00
257,684-40
0,00
0-00
0,00
0,00
0,00
0.00
0,00
0,00
0-00
0,00
0-00
0,00
0-00
0-00
goo
0.00
0.00
5, 30" RCP 1500-D Deleted CO 16 (13,200,00) 30.850,00
0.00
71,792.00 6. 36" RCP 1500-D (Deer 498lf-C0161
7, 24" CMP (Private Drivel
S, 24" CMP Riser
9, Cleanout Type A-4
10, Modified A-4 w/2 Lids
11. Type ICS
1 2. Modified FCB w/36" CMP
Deleted CO 16
13. Connect lo Exisi. Inlet
14, Modified FCB (Deer 3 - C016I
5, Concreie Proieciion for Dbl, 30" RCP
6, Modified ICB (7,5' x 4'llDecr 2-C016)
17. Modified ICB (10' x 4')
Deleted CQ16
Deleted CO 16
Temporary Hi-Line
927
928
534A
S07B
51 lA
12" PVC Waterline (CL 1501
2, 8" Steel ML&MC Waterline
100%
100%
3, 6" Gate Valve
4, 16" Butterfly Vi
86,00
34,00
514A
515A
6, 2" BLOW Off
3,400,00
6,800,00
3,400,00
6,800,00
3,400.00
10.200.00
4,155,00
5,540.00
3.400,00
10,200,00
100%
100%
7, 2" Manual Air Release 5,540,00
500.00
204A
547A
8. Relocate Meter
100%
100%
9. Concrete Anchor 3,500.00
32,500.00 213A
726A
0. Remove 16" and 12" Waterline
936
937
11. Trench Patch
100%
00%
12. 12" Gate Valve
3. 2" Class 2 Base Water Easement
Privale/Qnsite Construction
941
942
1. Mpbilization./Preparatory Work
2. Clearing & Grubbing
3. Unclassified Excavation
lOOfe 0.00
0,00
0-00
0.00
0.00
0.00
o.pp
0.00
0.00
p-po
0.00
943
944
4. Remove & Remcompaet Alluvial 276,528
504,127 945
946
5. Excavaiion and Long Haul
947
948
7, 24" RCP
8. Type A-4 Cleanout
9- Over-Excavaiior for Topsoil
950
951
0. Topsoil Replacement
1. D-75 Brow Diteh Deleted C016
trti 814J
SQ6C
Letter of 5/20/96 Schilling Corporation
DWA *3564-R & Reloc elec./lower phone/cable
DWA ff3590-Pot hole TV & Cable
Change Order #12
latter ol S/23/96 Western Landscape Construction
Landscape and Irrigation- Cannon
2. 90 Calendar Day Maintenance-Cannon 3,534,65
1.860,1 1
CONTROLS,XLS
5'?7'97 4.'j'l PM
: Area Type
No. Sea-
*iti.
ifti
Chy
•fltlin6.:
7^\
Apprdiwriate:!
Contri:totali:l fV4w:;Est;:
Quantity::
T^hiii^tL;;:
total
: Qtdritityi: • ^.^.7-
• PrJce::
iAmburrf::: : ArTioGuit:':
ThTs Est.
latter of 6/3/96 (PBlomarl CO #11 Contract
Deductions
, Item H-A4 Overexcavaie for Topsoil
2, Item II AS Topsoil Replacement
3. Item II B13 Masonry Retaining Wall
Letter of 6/12/96
. Temporary Crash Cushion Modules
Letter of 6/13/96 Contract CO #11
1. Inc. OE-e - 2" Blow Off Assemblies
2, Add ffE-14 - Fabricated Bends
9B5
986
1.385,00
1.300,00
Letter of 6/17/96 Schilling Corporation
1. Daily Extra Work Authorization 93651-Palomar
Pol holing
Letter ot 6/17/96 Armada Drive
1, 7-1/2" PCC Driveway Approach
Letter of 6/17/96 Contract Deduction, CO #10
Armada Drive
4b - Extend Fire Hydrant (Sta 1 4 481
1001
1002
Latter o( 6/25/96 Cannon Road
1003
1004
719A
728A
100
100
100%
100%
Inc #50-Sireet & Traffic Signs
2, New Item #50A-Channeligers
1009
1010
12
12
Letter ot 6/26/96 Contract Addition ICO #11)
Temporary Hl-Line (El
1. Inc, E-7 - 2" Manual Air Release
1011
1012
12
12
2. New Item E-15 • Hi-Line Connection
Contract Deduction <C0 #111
Decrease Item S-Temporary Hi-Line IE)
Letter ol 6/27/96 (Palomar) Tha Pahia Corporation
Invoice #3638 dated 6/30f96-St3b, Fill
Letter ol 6/27/96 The Pafila Corporation
Invoice S3639 dated 6/30/96-Const. Water
Latter of 6/27/96-Cannon
1026
1027
DEWR ^'4262 1. Grind edges of Overlay Section 1.00 LS 1,00 779.10 779,10
C0NTR0L5.XLS
5'27,'97 4 ^4 Pt^
: Area ::&aS>:.
City
700
700
Change Order #13
Contract Change Order Breai<down-Math error
corrections
Change Order #14
Letter ol 7/8/96 Contract Deduction Armada Drive
trom Roundabout to Palomar Airport Road (COl 1)
E, Excavation and Long Haul
Letter of 7/10/96 Contract Additions lego
Drive/Armada Drive Intersection and Public Portion
ol Lego Dri
1, Inc Hem 20 - Trench Resurfacing - CQI1
2, Add Hem 25A - 18" RCP - COl 1
3, Add Item 27A - 30" RCP - WTJ - CQ11
4, Add Hem 29A - Type A-7 Cleanout - COl 1
Armada Drive from Roundabout to Palomar Airport
Road
1. Inc Hem 32 - 16" Butterfly Valv(
n 46 - 18" RCP - WTJ
3, Inc Hem 47 • 24" RCP
4, Inc Hem 49 - 30" RCP
5- Inc Item 52 - 42" RCP
6. New Item 53A- 48" RCP-WTJ/in street
7, New Item 53B - 48" RCP - WTJ
B, Inc Item 58-12" Private Drain
9, Inc Item 59 - Cleanout Type A-5
10, New Item 59A - Cleanout Type A-7
Apprc^iAiiiit^j:
Contr::Tatal
Cliivii^iy:;:; : Quantity:::
TAls Est.
; tpiiil;l;;ii;
: dtKititit>i;:
i; Mt*:;;
f^'^aii
:A.rnbirirt;:;'
;firirrJ*Eiiti:;
:Amoant::
:TWs;EitJ;
_ No Changes
100%
100%
225.00
1,134,00
3,400.00
225-00
1.134.00
8,000.00
32,100.(30
6,000.00
5,000.00 11 -New It, 59B-Mod Type A-5 Cleanout
12, Inc Item 74 - 36' Straight Headwall
Palomar Airport Road
- Traffic Control
2- Inc Item 8 - Pothole Ulilites
3.New Item 1 2A - 48' RCP-WTJ,-in street
1,00
1,00
4- New Item 14A - Reconst B6 to Mod E
5, Inc Item 16 - Remove Exist 18" RCP
700
700
6. Inc Hem 20 - Plug and Abandon SD
7. New Item 20A - 48" PCC Collar
115
2
1,100,00
2,604-00
1,100.00
2,604.00 8. New Item 208 - Slurry Fill 16' RCP
9.Nev/ Item 20C-Type A6 Cleanoui.'sireei
10. New Hem 20D-Remove Silt (rc
Regrade
11- New Hem 23A - 16" PVC Waterline
2. New Item 23B-8" CML&C Steel Water
3, New Item 23C - 8' Gate Valve
4. New Item 23D - 12" Gate Valve
5. Inc Item 24 - 16" Butterfly Valve
6. New Hem 24A - 2' Blow Off Assembly
7. New Item 24B- 2' Air & Vacuum Valve
8. Ine Item 26 - Trench Resurfacing
9- New Item 26A - Con to 12" w/lS' PVC
20- New Hem 26B - Concrete Anchor
21-New Hem 26C-Con to HiLine w,'S Main
Private Drainage & Ollsrte Grading Plans
CONTROLS.XLS
5,'77'97 4 54 1=1,1
Afea Typa
:«(>.•:: : iciiiii No.':: Doscriptfon:::
1. New Item 2A - 18" PVC
AppiQiiimate::
Cbirffiiicitirf;;;
Oiiioitity:::
fvaw^iEst;:
Qu«rnti.ty::
Tft)siE-st.::
Total
; 6^rttiivi;: I rtijceii;
:Aniaunt:::
Prav. £At^
Amount:':
this Esc
Deleted C016
l;T<ytai;|»)::i
0,00 2, Ine Item 2 - 24" RCP
3, Inc Hem 4 - 30" RCP
4, Inc Hem 9 - CleanoufType A-4
0,00
0,00
0,00
0,00 5. Inc Hem 18 - RSP
610C
611D
Contract Deductions lego Drive & Armada Drive
Intersection ft Public Porrtion of Lego Drive
1, Dec Item 26-18" RCP - WTJ SEE ORIGINAL
2, Eliminate Item 27 - 30" RCP
3 Dec Hem 28 - 66" RCP - WTJ
4- Cancel Item 34-30" Straight Headwall
5,Cancel ff35-66" Plywd/Geogrid Bulkhd
Armada Drive from Roundabout to Palomar Airport
1. Dec Item 30 - 8" Gate Valve
2. Dec Hem 45 - 18" RCP
100%
100%
3- Dee Hem 48 - 24" RCP - WTJ (10.152.001
11,645.001
0,00
4. Eliminate Hem 50 • 30" RCP - WTJ
100%
100%
5, Elinimate Hem 51 - 36' RCP - WTJ
6. Eliminate Hem 53 • 42" RCP - WTJ
7. Dec Hem 55 - 60" RCP - WTJ
8. Eliminate Item 56 - 84" RCP
668A
632A
6688
9- Eliminate Item 57 - 84" RCP - WTJ
10-Eliminate Item 62-Type A-8 Cleanout
11. Dec Item 64 - 84/66 x 30/18 Lug
12.Cancel #73 - Mod Type A8 Cleanout 000
(1,200.00)
0.00
n,200.001 13. Dec Hem 77 - Brick & Mortar Plug
100%
100%
14, Dee Item 7B - Connect to Exist Inlet
Patomar Airport Road
1. Eliminate Item 11 - 84" RCP - WTJ
2, Eliminate Hem 12 - 60" RCP • WTJ
3. Eliminate Hem 13 - Type AS Cleanout
4. Cancel #14 • Rem CO/Consi A6 Inlet
5. Cancel #15-flem 60" RCP/Recompact
6. Cancel #17-Dual 60"/84" Transil Struct
0.00
0.00
0.00
0.00
0,00
0,00
0.00
OOP
0.00
0.00
0 DO
7. Cancel #18 - Connect to Exist SD
100%
100%
6. Cancel Item 19 - 84" PCC Collar
9, Cancel #22 - 8" PVC Sewer (Encased)
1131
1132
821A
806A
10. Cancel #23 - 16" PVC Waterline
100%
100%
11. Cancel #25 ~'l 6" Waterline Connect,
Letter of 7/12/96 Contract Deductions Armada
Drive
Item 45 - Furnish/Install Irrig System
2, Item 46 - Furnish/Install Soil Amend,
3. Hem 47 - Bark Mulch
- Shrub: 5 Gallon
5- Item 49 - Groundcover
6. Hem 50 - Root Barrier
7. Item 51 - Tree: 36" Box
8- Hem 52 - Tree: 24" Box
9, Item 53 - 90 Day Plant Maintenance
Onsite Grading and Ian Davelopmant
18 - Furnish/Install Irrig System
Item 19 - Furnish/Install Soil Amend,
Hem 20 - Shrub: 5 Gallon
Item 21 - Shrub: 1 Gallon
Item 22 - Groundcover
6- Item 23 - Tree: 15 Gallon
Hem 24 - 90 Day Plant Maintenance
0,00
0.00
0.00
0.00
0.00
0.00
0.00
C0NTR0L5.XLS 5/?7/r97 4 Pr.1
Area C<S AfifjidxJhiiife^::
CbritrilTtitatt;:; (vaviiEi*;:
Quantity-:
This Est.
: Tpt^liji;::; " Urut
Price
jAtriciiiritiii
:(?r«V.;£ati:i
Amount::
Thfs Est
letter of 7/15/96 Contract Addition lego Drive &
lada Drive Intersection & Public Portion of lego
Drive
1. Hem 39 - Landscape & Irrigation - CPU
Armada Dr-Rndabout to Palomar Airport
1 91 - Landscape & Irrigation - CQ11
Palomar Airport Road
1. Hem 30 - Landscape & Irrigation - COl 1
Private Drainage ft Oflaite Grading Plans
147,392,00
1 • Item 16 - Landscape & Irrigation - CPU
Contract Deduction lego Drive & Armada Drive
[nleriection ft Public Pprtiori ot leflo Drive
Item 6 - Enhanced Median Pavement - COl 1
Armada Dr-Rndabout to Palomar Airport
1, Item 15 - Enhanced Dec, Sidewalk -
Hem 16 - Enhanced Median Pavement - CQI 1
Letter of 7/30/96 Contract Addrtion The Pehla
Corporation
1, Invoice #3648 Daied 7/11/96-PAR Buttress Stab,
Letter ot 7/30/96 Contract Addition
DEWR #4264 - Maint lights on K-rail Armada Dr,
DEWR #4267 - Maim lights on K-rail Armada Dr,
DEWR #4268 - Remov v^et area under packing
house slab north of Palomar Airport Rd-
CHANGE ORDER #16
Letter of 7/3/96 (Pahia)
Stability Fill/Buitress/Drainaqe System
1. Buttress
2. Subdrain
Letter ot 8/13/96 Contract Addition Palomar Airport
Road
Inc 29-SDG&E/PacTel/CATV Undergrd
Contract Deduction Armada-Drive trom Roundabout
to Palomar Airport
Deer 90-SDG&E/PacTel/CATV Undrgrd
IS
IS
Latter of 8/14/96 Privata Drainage ft GIfsite Grading
Del 7 - 24" CMP (Private DrainI
Dec 8 - 24" CMP Riser
A. {letter ot 8/14/96 The Pahia Corporation
5 2,'666,00
0,00
0,00
0,00
C0NTRPL5.XLS 5.'?7/9; 4-54 rr/
Type Itam:
1. DEWR #4269 • flip sipe along Palomar Airport
letter ol 8/20/96 Masonry WaH/Bike lanea
1, Remove & Reinstall 4" Black Vinyl Chain Link
Fence
Apjirqi^irte^.;:
bdrttfiltqtiii;;:
{liiajn^iyi;;
«Wv:;Es*--.
Qiinitii^::;
This Est.
Tpt^(::i:;:; : Una:-:; AmnuEtt;::
t?i*V,iEati:
;AiriCHHi^;:
thia Est.
^ii. Total
'Est. Coat
714A
722A
2- Structure Excavation
100%
100%
3. Masonry Wall/Footing
4, Structure Backfill
5. 2' Asphalt Concrete on Native Deleted C016
6, 6' Chain Link Fence
7. Added Concrete Sub Move-In
405
1,00
Letter of 8/21/96 The Pahia Corporation
1, Invoice #3666 - Dumpsiei
Letter of 8/21/96 The Pahia Corpotalion
1. Memo dated 8/5/96-Mud Removal
2, Memo dated 8/6/96-Mud Remov;
3. Memo dated 3/7/96-Mud Remov;
Latter ol 8/21/96 The Pahia Corporation
1, Invoice tf3665 • Waier Usage
1248
1249
1251
1252
1259
1260
546A
511A
510B 210
509C 310
Letter ol 8/26/96 The Pihia Corporation
1. Invoice #3664 - Grading
Letter of 9/4/96 Contract Addition Armada Drive
from Roundabout to Palomar Airport Road
New Item 25A-16" PVC Waiermain
2, New Item 25B-Chlorinaie & Test
3, Inc Hem 28 - 16" Connection
Palomar Airport Road
1, Add Hem 23E - 16" PVC Waterline
Contract Deduction Armada Drive from Roundabout
to Palomar Airport Rd
Del It 25 = 16" PVC Waiermain CL150
Palomar Airport Road
Del H 23A - 16" PVC Waterii
Letter of 9/16/96 Private Drainage & Olt-srte
Grading Plans
- Excavation & Long Haul
2. New It IB - Mobilization
39,003
1,00
CHANGE ORDER #16
letter ol 8/29/96 The Pahia Corporation
Added Finish Lot 14
• CONTR0L5,XLS
5,'37'37 4 54 Pf/
1294
1295
:TVP«
rCitY
latter ol 9/26/96 Contract Addition lego Dr &
Armada Dr Intersection (Rdsbt) and Public Portion
Lego Dr, South ol Roundabout
1, Inc. It- 7 - 4" PCC Sidewalk
Contract Deduction Masonry Walls/Bike Lanes
(C015)
1. Del. H. 5 - 2" Asphalt Conc. on Native
Letter ol 9/26/96 Lego Dr ft Armada Dr Intersection
(Rdabt) and Public Portion ot Lego Dr.. South ol
Roundabout
Dec. H. 46 - SDG&E/PacTel/CATV Underground
Utilities
letter ol 9/27/96 T.C. Construction Company
T & M Report tfl4190-AbandQn Wells
2. T & M Report #14193-Abandon Wells
Letter of 10/8/96 Contract Addition Lego Dr ft
Armada Dr Intersection (Rdabtland Public Portion of
Lego Dr.. South of Roundabout
1. Add 11. 33A - Concrete Collars v^ilh Reinforc
rs for 66" RCP
Add It, 7A - Driveway Approaches
Afjpibji^iife:; Citjuitity;;: QiJan^ti^:;; !rbt^|:;;::::
f^ica';:
iA.riidiiert;::
;Hrir*i;iEit;;
Amount::
ThrS'Est.:
Armada Drive trom Roundabout to Palomar Airport
Road
1319
1320
637A
670A
1- Inc. It. 18 - 8" PVC Main
2- Add It. 22A - Adj. Exist. GV/BQ Wells to Grarie
3. Inc. It. 26 - 8" PVC Waterr
4. New H. 27A - 4" PVC Waiermain
5- Inc. It- 29 - 2" Water Service
6. Inc- It. 30 - 8" Gate Valve
7. Add It. 29A - M/2' Water Service
B- Add It. 30A - 4" Gate Valve
9, Inc. It, 32 - 16" Butterfly Valve
0, Inc, It. 33 - 2" Blow Off As: sembly
1 • Inc, It. 34 - 2" Manual Air Release
2, Inc. It, 39 - 8" PVC Reclaimed Water
3. Add It- 39A - 8' PVC Reclaimed Water (CL200}
4. Add It. 39B - 4' PVC Reclaimed Water
5, Add It. 39C - Concrete Anchor
6. Add Hem 39D - 6" Conc, Encasement
7, Inc. It. 41 - 2' Irrig. Service w/Meter
Inc, H. 47 . 24" RCP
9, Inc, It, 49 - 30" RCP
100%
100%
20, Inc, 11. 77 - Birch & Mortar Plug
, Ine, It. 79 - Type F CB
1,652,00
2,350.00
22.160,00
8,640,00
45000
8,955.00
17,000,00
13.850,00
CPNTRPL5.XLS
»'?7 T/ 4:5.1 PM
CONTROLS.XLS
:TVpa :*n«ii7{b:
Contract Deductions lego Dr/Armada Dr
Intersection (Rndabtl and public portion of Lego Dr
South ol Roundabout
1. Del It, 9 - Access Hole
2, Del H. 10 - 8" PVC Main
3. Del H. 11 - 6" PVC Lateral 30' Long
4, Del It. 1 2 - Connect to Existing 8" Stub w/New
8 "PVC
5. Del It, 13 - Pothole Existing Utilities
, Del It. 22 - 8" PVC Reclaimed Main
7. Del It, 23 - 2' Blow Off Assembly
8, Del H, 24 - B" Cap
9, Del It, 25-Connect to Existing 6" Water
Armada Dr-Rndabt to Palomar Ai port Rd
1, Del It. 76 - 66-1/2 Plywood Bulkhead
Private Drainage & Offsite Grading Plans'
. Del H. 2A - 18" PVC
2, Deer. H. 3 - 24" RCP
3. Deer. 11. 4 30" RCP
Aijiiidtirnsfeii
dtifittijTbtat;:;
QiJiuitilV:;::
*wv:;^s^:i;
:Qiiantit.y:;: Total
: Ouahtflyi: : Price::
:Arrj(>i(Bif
itttrirJ.Eii':^:
: AifictDnit::
This Est.! TMal ]*)
0-00
0,00
0.00
0.00
0-00
0,00
0.00
0.00
p.oo
0.00
0.00
0,00
000
0.00
•0,00
0.00
0-00
0,00
0,00
4, Del H, 5 - 30" RCP - 1500D
5, Deer, It, 9 - Cleanout Type A-4
6. Del H. 11 - Type I CB
7, Del 11. 15 - Cone. Prot. for Dbl 30" RCP
8. Deer It. 16 - Modified I CB (7.5' x 4'|
1402
1403
9, Del It, 17 - Modified I CB flO' x 4'l
Private/Onsite Construction
1. Del H, 11 - D-75 Brow Dilch
1412
1413
Letter ot 10/10/96 Contract Addition Private
Drainage ft Offsite Grading Plans (Lots 2 & 3)
1, Incr H, 3 - 24" RCP 29,988,00
600,00
0,00
0.00 0%
0%
2. Incr H, 4 - 30" RCP
1414
1415
3- Incr H. 9 - Cleanout Type A.4
1416
1417
0%
0%
4, Add It. 14A - Modified Type F CB (4x3)
S, Add 11, 26 - Modified Type G CB
6. Add It, 27 - Dewaiering & Drain Rock
Contract Deductions Private Drainage ft Offsite
Grading Plans (lots 2 ft 3)
1422
1423
1. Deer H, 6 - 36" RCP 1500D
2. Deer H, 14 - Modidied F CB
Letter ol 10/10/96 Contract Addition Armada Dr-
Rndabt lo Palomar Airport Rd
Incr It. 30 - 8" Gate Valve
100%
100%
2. Incr H. 33 - 2' Blow Off Assembly
3. Incr It, 34 - 2' Manual Air Release
4. Add It. 34A - 8' Stub Out (L = 86")
letter of 10/17/96 ConUact Addrtion Armada Dr-
Rndabt to Patomar Airport Rd
Incr It. 28 - 16" Connection
2. Incr It. 43 - Connect to Exist 8' Water
1,365,00
2,770,00
0,00
0.00
0,00
0,00
0.00
CONTROLS,XLS 5'27/97 4 51 Pf-I
: Afea •.••tO-: ::&eg,':
i^M7
\fi3
Latter of 10/22/96 Contract Addition Armada Dr-
Rndabt to Palomar Airport Rd
Af}|ird)amirte;:
CbnfriiTbtait;:;
<liiiui!diy:::: Qiisntityi: ]
rt-jice::
JArndiirrf:;:;
Iprtrir^tati:;
Amount:::
tWs Est
1441
1442
554B
222A
1, Incr It, 35 • Fire Hydrant Assembly
1443
1444
2- Add It- 35A - Remove Existing 2' Water Service
Private Drainage & Offsite Grading Plans (Lots 2 ft
1-Add It. 27A - Mirafi Fabric & Increased 3/4"
Rock(24" RCP)
2. Add 11. 27B - Subdrain Tie into Type A4 C-O.
Letter of 10/30/96 Contract AdditionPrivate
Drainage ft Onsite Grading PlanslLots 2 ft 31 (CO
#111
4.527.55
^00,00
1, Add It 2A- Remove/Recompact Alluvial
CHANGE ORDER #17
Letter ot 11/1/96 Armada Drive from Roundabout lo
Palomar Airport Road
Increase Item 45 - 18" RCP
700
700
Add New Hem 79A - Mod Type F CB (4' x 14')
Add New Hem 798 - Concrete Apron
Decrease Item 79 - Type F CB
1469
1470
Letter of 11/5/96 Patomar Airport Road
ncrease Hem 1 - Traffic Control (K-rail)
Add New Item 7A - 4" PCC Sidewalk
Increase Hem 23E - 16" PVC Waterline (DR25I (In
Street!
Increase Hem 25 - 16" Waterline Connection
Add New Hem 26D - 16' Cap
Add New Item 28A - Street Lights
Add New (tem 2SB - Street Lic]ht Pull Box
Decrease Hem 238 - 8" CML & C Sleel Waterline
Decrease Item 23C - 8" Gate Valve
Decrease Item 24 - 16" Butterfly Valve
1479
1480
Decrease Hem 26C - Connect to Hi-Line w/8" Main
Letter of 11/6/96 Armada Drive from Roundabout to
Palomar Airport Road
Increase Hem 33 - 2" Blow Off Assembly (C011)
increase Hem 34 - 2" Manual Air Release (COl II
Increase item 39 -8" PVC Reclaimed WaterfCPl )
148S
1486
Add New Hem 43A - 8" Cut In Connection (Incl.
Tee. 2 EA - 8" G-V and Adapter!
Letter BI 11/6/96 Prlvate/Onslle Cor<structton
1489
1490
Increase Hem 19 - Type G1 CB
Add New Item 26 - 6" PVC Private Drain
Add New Hem 27 - Concrete Lug
Add New Item 2B - Connect 6" PVC to Existing Inlet
0.00
0.00
0.00
C0NTR0L5.XLS 5'?7ff37 4 r)4 P!/
Are
Nd
a t<l
No.
Typa
No,
•iSagL: •\'*liiZ ;i:!/(S: 1^
Ohy
lt«m
No,; Description
A'pptdxiiniirt^iiii:;
Caritrl Tbtiil;:::::; LMlt
Quitrit)tV;:::i:;
pj^iiii^rtii;:;;
OiiintitV;:::;:;:;
rills Est.
Total
dudritity::!:! % UnEi;i;i;i;i;;:i;;:
rtitai;:!:;:;:!:;;
:AmbUlrf::::;:;:;::;
t>rav--. Eat,
Amount:::::::
Ihii f sr :i:;:;:Tirtit:i*i;ii:ii: Complato
V/N
Total
Est. Cost
1493 7 17
letter of 11/7/96 Masonry Watl/Bike lanes at the
lapo Drive undercrossing
1494 7 17 903A 500 1 1 100% Increase Hem 6 - 6" Chain Link Fence (C0151 205 LF 350 350 171 % 12.20 4,270.00 4,270,00 Y 4,270,00 4.270,00 1495
1496 2 17
Letter ol 11/7/96 Armada Drhra Irom Roundabout to
Palomar Airport Road
1497 2 17 5288 210 1 1 100% Add New Item 19A - 6" PVC Lateral, 46' Long 1 EA 1 1 100% 800.00 800,00 800,00 Y 800-00 800.00 149B 2 17 910A 210 1 1 100% Increase Hem 24 - poiholo Existing Utilities 1 EA 1 1 100% 550,00 550.00 550,00 Y 550.00 550.00 1499
1500 7 17
Letter of 11/14/96 lego Drive and Armada Drive
Intersection (Roundabout) and Public Portion ot Lego
Drive, South ol Roundabout
1501 7 17 916A 500 1 1 100% Increase Item 45 - Traffic Signal 1,00 LS 1.00 1-00 100% 34,650.00 34,650.00 34,650.00 Y 34,^50.00 34,650.00 1502
1503 3 17 letter of 11/15/96 Palomar Airport Road
3 17 918A 310 1 1 100%
Increase Hem 29 - SDG & E/PacTel/CATV
Underground (fiber optic duct! 1,00 LS 1.00 1,00 100% 11,000.00 11,000.00 11,000.00 y 11.000,00 11,000.00 1505
1506 2 17
Letter ot 11/19/96 Armada Drive from Roundabout
to Palomar Airport Road
1507 14 17 716A 600 1 1 100% Reduce Hem 15 - Enhanced Decoratii/e Sidewalk (31,300! SF 0 0% 2-80 N (87,6'10 00) (87,640.00) 1508
1509 2 17
letter ot 11/22/96 Armada Drive from Roundabout
to Palomar Airport Road
1610 2 1 7 0 0 0%
Increase Item 90 - SDG & E/PacTel.'CATV
Underground (gas main & trenching) 1,00 LS 1.00 1,00 100% 10.400,00 10,400,00 10,400,00 n/a 10,400,1X1 0,00 1511
1512 3 17 Letter ot 11/22/96 Palomar Airport Rd.
If. IJ 3 17 918A 310 • 1 1 100%
Increase Hem 29 - SDG & E/PacTel/CATV
Underground (gas main & trenching) 1-00 LS 1.00 1.00 100% 8,075,00 8,075.00 8,075 00 Y 8.075:00 8,075.00 1514
1515 2 17 Letter of 11/22/96 Promenade Wall
1516 14 17 731A 600 1 1 100% Add New Item 87A - Masonry Wall Drain 1.00 LS 1.00 1,00 100% 1,700-00 1,700.00 1.700.00 Y 1,700,00 ^.700.00 1517
1518 2 17
Letter of 11/22/96 Armada Drhre trom Roundabout
to Patomar Airport Road
1519 14 17 906A 600 1 1 100% Add New Item 878 - Anii-Graffiii Coating 35,780 SF Deleted C019 0 0% 0.65 N 23,257,00 23,257-00 1520 0 D 0,00 0-00
1S21 7 17 letter ol 11/25/96 Lego Drive Storm Drain
1522 7 17 103D 700 1 1 100% Mobilization/Preparatory Work 1.00 LS 1 1 100% 21,400.00 21,400.00 21,400-00 V 21.400,00 21,400.00 1523 7 17 606A 700 1 1 100% 18" RCP 16.00 LF 16.00 16.00 100% 36,00 576.00 576.00 Y 576,00 1524 7 17 611A 700 1 1 100% 30" RCP 16 LF Deleted CO 19 0 0% 50,00 N 800,00 800-00 1525 7 17 617C 700 1 1 100% 36" RCP 16 LF 8 8 50% 60,00 480.00 480,00 N 960.00 960-00 1526 7 17 622A 700 1 1 100% 48" RCP 6 LF 0 0% 70,OD N 560.00 560.00 1527 7 17 660C 700 1 1 100% 50" RCP 1B00D 8 LF 301 301 3763% 145,00 43,645.00 43,645,00 Y 43,645,00 43,645,00 1528 7 17 660D 700 1 1 100% 60" RCP 1900D 301 LF 579 579 192% 148,00 85,692.00 85,692,00 Y 85,692.00 85,692.00 1529 7 17 660E 700 1 1 100% 60" RCP 2000D 577 LF 567 (50) 517 90% 150,00 85,050.00 (7,500.00) 77,550.00 N 86,550,00 86,550 00 1B30 7 17 660F 700 1 1 100% 60" RCP 21000 517 LF 494 494 96% 156,00 77,064.00 77,064.00 H 80.652,00 80 652 00 1S31 7 17 660G 700 1 1 100% 60' RCP 2150D 494 LF 464 464 94% 160,00 74.240.00 74,240 00 N 73,040.00 79,040.00 1532 7 17 660H 700 1 1 1(30% 60" RCP 2000D WTJ 464 LF 100 100 22% 240,00 24,000.00 24,000,00 N 111,360,00 111,360.00 1533 7 17 6601 700 1 1 100% 60" RCP 2000D (Deep Cut) 100 LF 125 125 125% 400.00 50,000.00 50,000,00 Y 50,000,00 50,000.00 1534 7 17 660J 700 1 1 100% 60" RCP 21 SOD (Deep Cut) 125 LF 30 30 24% 405-00 12,150.00 12,150,00 N 50,625.00 50,625.00 1535 7 17 666A 700 1 1 100% Type A6 Cleanout 30 LF Deleted CO 19 0 0% 5,000.00 N 150,000,00 150,000,00 1536 7 17 666B 700 1 1 1{X)% Mod. Type A6 Cleanout (Y = 5.0') 1 EA Deleted COl 9 0 0% 5.150.00 N 5,150.00 5 150 00 1537 7 17 666C 700 1 1 100% Mod. Type A6 Cleanoul (Y =6,0'! 2 EA Deleted CO 19 0 0% 5.700,00 N 11,400.00 11 400 00 1538 7 17 666D 700 1 1 100% Mod, Type A6 Cleanout (Y = 9,0'! w/Safety Ledge 1 EA 1 1 100% 8.300.00 8,300-00 8,300,00 Y B.300.00 81300,00 1539 7 17 615A 700 1 1 100% 36" Caltrans Type GMP Inlet 2 EA 1 1 50% 1,900,00 1,900.00 1.900.00 N 3,800-00 3.800.00 1540 7 17 647A 700 1 1 100% Connect to A7 w/60' RCP 1 EA 1 1 100% • 1,270.00 1,270.00 1.270.00 Y 1,270,00 1,270.00 1541 7 17 626A 700 1 1 100% 60" X 18" Concrete Lug 1 EA 0 0% 1,270 00 N 1,270-00 1 270 00 1542 7 17 625A 700 1 1 100% 60" Concrete Collar 1 EA 1 1 100% 840,00 840-00 840,00 Y 840.00 840.00 1543 7 17 646A 700 1 1 100% Concreie Sill 1 EA 1 1 100% 1,590,00 1,590.00 1,590,00 Y 1.590-00 1,590.00 1544 7 17 643A 700 1 1 100% Concrete Curtain Wall 1 EA 1 1 100% 960.00 960-00 960 00 Y 960.00 1545 7 17 214A 700 1 1 100% Remove 40' of Exist. 16" Main and Cap Ends 1 EA 1 1 100% 900.00 900.00 900,00 Y 900.00 900-00 1546 7 17 657A 700 1 1 100% RSP 98 TN 98 98 100% 42.00 4,116-00 4,116,00 Y 4.116.00 4.116-00 1547 7 17 613A 700 1 1 100% 30"/36" Timber Bulkhead 3 EA 2 1 3 100% 150.00 300.00 150.00 450.00 Y 450.00 450-00
C0NTRPL5.XLS 5'?7/97 _4'54 PtA
ITypei ttairi:
No^;:; pgicrlptfori:;
48" Timber Bulkhead
Letter of 11/25/96 Palomar Airport Road Irom
Armada Drhre to Hidden Valley Road
Traffic Control
Unclassified Excavation
Remove Curb & Gutter'
Remove AC Pavement
Type K Barrier Rail
Apprdx^iH^;!
bbiiiriitbtait::;
Quantity ::
Unit Pr*v. Est.
Oit^otity!^: Total ; ^i^7
PrJca
: Attibiin*;:; iHr^feiit;; [Airiowit:::
This Est.
100%
100%
708B
71 1
Subgrade Preparation
Asphalt Concreie
8.030
290
Class 2 Aggregate Base
6" Curb & Guner
8" Curb Pnly
4" PCC Sidewalk
Enhanced Median Pavement
16" PVC Waterline (In Street)
6" Butterfly Valve
6" Butterfly Valve - Line Valve (with spool, thrust
g and anchors)
4" Blow Pit Assembly
2" Manual Air Release
2" Automatic Air Release
Remove Cap & Connect To Existing 16" Waterline
Tunnel, Hand Dig & Shorii t existing 48" RCP
561A
7 26A
Temp, 16" End Cap and Bloi 1,450,00
61.785,00
600,00
Trench Resurfacing
910A
912A
Remove & Replace Curb and Gutter
Pothole Existing Utilities
Street Lipht
1581
1582
Street Light Pull Box
SDG & E/PacTel/CATV Underground
Landscape & Irrigation
Relocaie Traffic Signs
100%
0%
Letter ot 11/27/96 Lego Drive ft Armada Drive
Intersection south of roundabout
ncrease Hem 39 - Landscape and Irrigation
Letter of 11/27/96 Armada Drive Irom Roundabout
to Palomar Airport Road
Increase Hem 15 - Enhanced Decorative Sidewalk
Increase Hem 91 - Landscape & Irrigation
Letter of 11/27/96 Private Drainage ft Offsite
Grading Plans
increase Hem 18 - Landscape & Irrigation
Letter of 11/27/96 Armada Drive Irom roundabout
to Palomar Airport Road
Decrease Hem 16 - Enhanced Median Pavement
Letter of 11/27/96 Palomar Airport Road
Decrease Item 30 - Landscape & Irriga
letter of 11/27/96 Future lego Drive Eatension
Add New Item 28 - Reniove & Recompact Colluvial
Soils (storm drain)
CHANGE ORDER #18
Letter of 12/11/96 Priv. Drainage/Offsita Grading
(lota 2-30
CONTROLS.XLS i'? 7/37 4 54 PI/
909A
909A
I/O
100%
}00%
Ue
No;:: Dgicriptfon::
Increase Item 27 (CO 16) Dewatering/Drain Rock
letter ol 12/23/96 The Pahia Corporation
DEWR #5509 Temp Rain Control
DEWR #5511 Temp Rain control
DEWR #5517 Temp Rain Control
DEWR #5518 Temp Rain Control
Letter of 12/23/96 TC Construction
DEWR #5026 Abandon Seepage Pits
letter ol 12/23/96 RE Hatard/Pahia
DEWR #5040 Dewatering & Mud Removal
DEWR #5045 Dewatering & Mud Removal
DEWR y5046 Dewatering & Mud Removal
DEWR #5047 Dewatering & Mud Removal
DEWR #5039 Dewatering & Mud Removal
DEWR #5041 Dewatering & Mud Removal
DEWR #5042 Dewatering & Mud Removal
OEWfl #5506 Dewatering & Mud Removal
letter ol 12/23/96 American Concrete
DEWR #5049 Place Exposed Ag Pavmi
Letter ol 12/23/96 RE Hazard
DEWR #4270 Relocate Sign
DEWR #4271 Signal Relocate
DEWR #4274 Fire Access Road
DEWR #4275 Fire Access Road
DEWR #5027 K-Rail Maint,
^ #5028 K-Rail Maint,
\ #5037 K-Rail Maint.
DEWR
DEWR
#5508 K-Rail Maint.
#5525 K-Rail Maint,
Ap|irdi(^s1ai:
Coiifriiibtai:;;
<luiaitil:y;l:
rY«v::Esti: OUBI^titV' :; Ur«:;:
- Price:'
iAiiibunt;:;:
;Hitf^;Eiitii;
Amount:::
tta's Est. i:;i;irfaiiii»):;i
0,00
0-00
0.00
0.00
0-00
0,00
q.oo
0,00
1644
1645
1650
1651
1654
1655
1664
1665
563A
41 lA
Latter ol 12/23/96 RE Haiard/TC Construction
DEWR #5501 Erosion Control
DEWR #5503 Erosion Control
DEWR #5504 Erosion Control
DEWR #5507 Erosion Control
DEWR #5513 Erosion Control
DEWR #5522 Erosion Control
DEWR #5524 Erosion Control
DEWR #5038 Erosion Control
letter ol 12/27/96 RE Hazard
DEWR #2604 Erosion Control
DEWR #2606 Erosion Control
DEWR #2607 Erosion Control
DEWR #2606 Erosion Control
100%
100%
100%
DEWR #2609 Erosion Control JOQ%
100%
Letter ol 12/27/96 Armada Dr-Rndabt to Palomar
Airport Rd.
Add Hem #428 Remove 8" Spool and Install Blind
Flanges
Add Item 43C Install 12" x 8" Reducer and PCC
Anchor
Add Hem 26A Televis Sewer Main on Palomar
Airport Rd,
Letter of 12/13/96 Armada Drive-Rndabt to Palomar
Airport Rd.
increase Hem #90 - SDG&E/PacTel.'CATV
Underground
3,092,62
5.080,69
0,00
0,00
0,00
0,00
0,00
. C0NTR0L5,XLS 5'?7/')7 -1 54 PM
._1667
1668
No. No,
Typa •ittteg.-
No. titi. 7i!P Item:
No;!: p<ijcrif>ttpfi|:
Letter ol 12/16/96 lego Dr ft Armada Drive
Intersection jRoundabout)
Increase Item 44 - Striping
A'pprdiuiiiiit^;:
cii3ritri;Tq(Bt;i;
QiiaaiHty;;: OiJinTStY: j: Total
QtrtHtity;: rt-itai; Aniqiflrt:;;'
t^r^Eiit;;:
;Atiio"oiit;::
This Est. Total i<>
letter ol 1/3/97 Western landscape Construction
81_4N
814P
DEWR #5510 Landscape work
DEWR #5512 Landscape work
100%
100%
DEWR #5519 Landscape work
DEWR #5521 Landscape work 475,10
475,10
475.10
475-10 DEWR #5523 Landscape work
CHANGE ORDER #19
Letter ol 1/21/97 Armada Dr, Rdabty to Palomar
Airport Rd.
New It 87C - Expansion Joints @ 50' OC
Deer It 87 - Splilface Masnry Retaining Wall
1683
1684
Letter of 1/28/97 Patomar Airport Road
Incr It 28 - Mod Signal Palomar Airport
(15,130,00)
Letter of 1/28/97 RE Hazard Contracting Co.
DEWR #2610 Fire Access Road
DEWR #2612 Rain Control (Armada)
DEWR #2613 Pothole Utilities
DEWR # 2611 TC Construction Sand Slurry @ Inlet
Letter of 1/23/97 Future lego Storm Drain
Add New It 2A • 24" RCP
Add New It 14A -Type A6 Cleanoul (Extra Depth)
(Avg. D = 21')
Add New It 15A - Mod Type A6 Cleanout )Y = 6,01
Extra Depth! (Avg. D = 20)
Del 11 3 - 30" RCP
Del It 14 - Type A6 Cleanout
666B
666C
100%
100%
Del 11 15 - Mod Type A6 Cleanout [Y = 5.0) (10,300.001 ,
(5,700.001 '
(10,300-C]OI
(5,700,001 Del It 16- Mod Type A6 Cleanout (Y = 6-01
1701
1702
Letter of 1/22/97 Armada Dr Irom Rnabout to
Palomar Airport Rd.-
Del H 878 - Ami Graffiti Coating
Letter of 1/21/97 Armada Dr from Habout to
Palomar Airport Rd.
Deer 11 91 - Landscape & Irrigation
Letter of 1/21/97 Prnrate Drainage & Offsite Grading
Plans
Deer It - Landscape & irrigation (11,746-00)
1718
1719
Letter ol 1/16/97 Palomar Airport Road
Deer It 2 - Unclassified Excavaiion
Deer It 4 - AsphaH Concrete
Deer It 5 - Class 2 Aggregate Base
Deer It 7 - Subgrade Preparation
letter of 1/22/97 Patomar Airport Rd frm Armada
Drive 10 Hhjden Valley Road
Incr It 2 - Traffic Control
Incr 11 7 - Subgrade Prepartion
Incr It 6 - Asphalt Concrete
Iner It 9 - Class 2 Aggregate Base
C0NTRPL5.XLS 5/?7,'37 -IT.-t Pf.^
Area] ta
;;rib;:: :;Ni;:i 7\!Q:\\
City
'• Iterii;
Add It 15A
(In Street!
16" CML&C (10 gal Welded Sleel Pipe
Add It 15B - 16' Defl Coupling
Add It 15C
(Steel Main!
Concrete Anchor with Ihrust Ring
Add It 15D - Steel Casing (3/16 ga!
ner It 17 • 16" Butterfly Valve - Line Valve
18-4" Blow Off Assembly
Aiii)r(iN>n(tf^::
Cbritr;:t(itai(;;;
Qii^i^ty::;
This Est.
i tiit^l;:;:::;
:H|«r^ iEiiti;
;AitioiMlt:::
rtifs Est. TMal l»)
Add It 18A - Relocate 4" Blowoff
Incr It 19 - 2" Manual Air Release
Add It 25A -
Removal
Deeplift Structural Section Trench
Incr It 27 • Pothole Existing Utililies
Add It 27A - Vertical SD Access to 48" RCP
Add It 27B - Adjust Existing Gate Valve to Grade
Add H 27C - Exiend 1 2' PVC Sleeve
Add H 27D - 1" Waier Service (Off Reclaimed Main)
Add 11 27E - Relocate Exi
Add It 33 - Survey Monument
Deer It 12 - 4" PCC Side-
Deer It 15 - 16" PVC Waterline (In Street)
Deer H 25 - Trench Resurfacin
Deer It 28 - Street Light
Deer It 29 - Street Light Pull box
CHANGE ORDER #20
Letter of 3/13/97 Palomar Airport Rd Irm Armada
Drive to Hidden Valley Road
- SDG&E/Pac Tel/CATV Udrgrd
Letter ot 2/10/97 Palomar Airport Rd frm Armada
Drive to Hidden Valley Road
Add H 14A - Enhanced Pavement Thickened Edge
1750
1751
Letter of 2/14/97 Private Drainage/Offsite Grading
Plans Hots 2 ft 31 •
Add It 1A - Remove 2' Gravel and Replace 2w/dir
2.000,00
|43,7B5.00I
letter ol 2/20/97 Armada Dr - Rndabt to Patomar
Airport
Add It 29A • 4" Water Meter Vault
Letter ol 2/24/97 Patomar Airport Rd frm Armada
Drive to Hidden Valley Road
ner It 31 - Landscape & Irrigation
Letter of 3/17/97 Mas< f Wall/Bike Lanes
Add It 6A - 6' Black Vinyl Clad Chain Link Fence
Del 11 6 - 6' Chain Link Fence
Letter of 3/10/97 Daily Work Reports
DEWR #5662 - Excavate at Utility
DEWR #5664 - Excavate Wet Material
DEWR #5665 - Pump Water (Lego S.D.)
DEWR #5666 - Excavate Wet Material
DEWR #5667 - Rev. VauU Grade
DEWR #5668 - Pump Water
DEWR #5669 - Pump Water
DEWR #5670 • Excavate at Utility
DEWR #5672 - Excavate Wet Material
DEWR #5673 • Backfill Undercrossing
DEWR #5674 - Backfill Undercrossing
DEWR #5675 - Excavate Wet Material
1,469,55
2,190,20
1,469,55
2,190,20
C0NTR0L5.XLS 5J?7/?57 4 54 r>r/
1776
1776
Area ::|±Q
No.: i-No
Tyiiei
•Nai;
675A
740A
DEWR #2615 - Pump Water
ApiitQiAtiirfe:;:
bbbiiiiTiitaiii;
pUa^tttyiii
Onil Prev. Est.
Qiimtiiyi::
This Est.
; iTdi^iiiiii;:
; 6tfiiititVi;
; Uriec:i:
; PtVcii:;
iAnipurrf:;;;
iHriri^itiiii;;
: Artiowit:::
This Est. TMB1«)
DEWR #2616 - Place Geotec Fabric
DEWR #2621 - Pump Water
DEWR #2622 - Place Geotec Fabric
DEWR #2623 - Pump Water & Mud
DEWR #2624 - Clean Desilting Basin
DEWR #2625 - Clean Oesilting Basin
100%
100%
100%
latter ol 3/24/97 Patomar Airport Hd Irm Armada
Drive to Hidden Valley Road
Deer It 12 - 4" PCC Sidewalk
Letter of 3/24/97 Armada Dr - Rndabt to Palomar
Airport
Deer It 91 - Landscape & Irrigation
Letter ot 3/25i
DEWR #6136
DEWR #6137
00%
00%
100%
100%
676A
675A
675A
306A
DEWR #6138
DEWR #6139
DEWR #6140
DEWR #6141
DEWR #6142
DEWR #6144
DEWR #6145
DEWR #6146
DEWR #6148
DEWR #6149
97 Daily Work Reports
Exi Sewer Lateral
Rem. Mud from S.D.
PI. Geote*[ile Fabric lArmadal
Exc. ft Subgrade Work
Exc. Slope at Driveway
Subgrade Work
CLII Base Work
CLII Base Work
SDG&E Transforr
Exc. Right Turn Lane
Exc. Right Turn Lane
CLII Base Work
CLII Base Work
100%
100%
100%
Letter ot 3/26/97 Armada Dr - Rndabt to Palomar
Add It 29C - Remove Gate Valve & Install Blind
ange
Letter ot 3/26/97 Dally Work Reports
DEWR #3719- Temporary K-Rail
DEWR #6012 -Exc. at Temp WL
DEWR #6013 - Exc. and Make Grade
DEWR #6015 - Clean Up Spoil (Armada)
DEWR #6017 - Clean Up Spoil (Armada!
Letter of 3/27/97 Palomar Airport Fd Irm Armada
Drhre to Hidden Valley Road
Del It 28 - Street Light
Letter of 3/27/97 Palomar Airport Rd frm Armada
Drive to Hidden Valley Road
Del It 29 - Street Light Pull Box
letter of 3/27/97 Palomar Airport Rd Irm Armada
Drive to Hidden Valley Road
Del H 30 - SDG&E/PacTel/CATV Udrgrd
latter ot 3/18/97 Daily Work Reports
DEWR #2614 - Backfill S,D.(Lego Dr.)
DEWR #2617 - Pump Water
DEWR #2620 - Pump Water
DEWR #6126 - Rem. Alluv. @ WL
DEWR #6127- Exc. Channel
DEWR #6128 - Clean 24" S.D.
DEWR #6131 - Clean Desilting Basin
DEWR #6132 - Place Fabric on Grades
CHANGE ORDER #21
344.11
1,467,00
C0NTRPL5.XLS •
No,
Afe
Nd
a ::T,Vpe
No. Ntr.
;;itfd:
•'cioiiii
i/d
Oity
Itam
No;! DilbHptjbhiN:::;:::!:::;:::;:!:;:;:;:::;:;:;
ApptQ'X,llii(He';:;:::
Contr, total Unit
Quantity::::::
Priv. Est.
Quantity
Tfils Est.
Total
Qu^rttlty:::
Mt!ft;;ii;;i:;:;;;;
rtiiiei;::::::::;:;:
iArtibiirrt;:;:;:;:;:;!
t»rav-. Eat
:Amoent:::::::>
Thi rsi Twall*)
Complete
Y/N
- Total
Est. Cost
1 • Total
Ellg. Cost
Letter ot 3/25/97 Armada Dr - Rndabt lo Patomar
1834 Airport
1835 2 21 0 0 0% Add It 29B - 3" Water Meter Vaults 2 EA 2 2 100% 2,600,00 5,200.00 5,200,00 n/a 5.200.00 0.00 1836
Letter of 3/25/97 Armada Dr • Rndabt to Palomar
1837 Airport
1838 2 21 718A 600 1 1 100% Add It 87D - Incr Tubular Rail Height 730 LF 730 730 100% 18,40 13.432.00 13.432,00 Y 13,432,00 13.432,00 1839
1840 Letter of 3/31/97 Daily Work Reports
1841 11 21 0 0 0% DEWR #6129 - Repair Slopes 1 LS 1 1 100% 1,879.00 1.879,00 1,879-00 n/a 1.879,00 0,00 1842 11 21 0 0 0% DEWR #6130 - Repair Slopes 1 LS 1 1 100% 1,634.00 1.634.00 1,634-00 n/a 1,634,00 0,00 1843 11 21 0 0 0% DEWR #6135 - Repair Slopes 1 LS 1 1 100% 5,524,(50 5.524.00 5,524,00 n/a 5,524,00 0.00 1844
1845
Letter ol 4/1/97 Private Drainage/Offsite Grading
Plans
1846 11 21 0 0 0% Del It 1A - Rem 2' Gravel & RepI w/ Dirt (400) LF 0 0% 3.10 n/a n.'A^O.OO) 0.00 1847
Letter of 4/1/97 Armada Dr - Rndabt to Palomar
1848 Airport
1849 2 21 0 0 0% Add II 29C - 4" Water Meter Vault 2 EA 2 2 100% 10,650,00 21,300.00 21,300.00 n/a 21.300,00 0.00 1850
Letter of 4/1/97 Armada Dr • Rndabt to Patomar
1651 Airport
1852 2 21 0 0 0% Del It 29A • 4" Water Meter Vault (21 EA 0 0% 21,300,00 n/a (-i2.t;oo,ooi 0,00 1853
1854 Letter ot 4/1/97 Daily Work Reports
1855 2 21 303C 210 1 1 100% DEWR #61 33 - Grade CLII Base 1 LS 1 1 100% 4,151.51 4,151,51 4,151,51 Y 4,151.51 4; 151,51 1856 2 21 918A 210 1 1 100% DEWR #6134 - Backfill PacBell Trench 1 LS 1 1 100% 1,500,76 1.500,76 1,500,76 Y 1,5(X).76 1,500,76 1857
1B58 Letter ol 4/1/97 Daily Work Reports
1859 3 21 giBA 310 1 1 100% DEWR #5415 - Gasline 0,T, 1 LS 1 1 100% 4,988,00 4,988,00 4,988.00 Y 4,9BB.00 4,988-00 1860 3 21 918A 310 1 1 100% DEWR #5416 • Gasline Work 1 LS 1 1 100% 1,838.34 1,838,34 1,838.34 Y 1,838:34 1,839:34 1861 1 21 0 0 0% DEWR #6017 - Fill Washouts 1 LS 1 1 100% 982.63 982.63 982.63 n/a 982.63 0,00 1862
Letter ol 4/1/97 Armada Dr - Rndabt to Patomar
1863 Airport
Iner It 90 - SDG&E/PacTel/CATV U'lderground
1864 2 21 0 0 0% Utililies 1 LS 1 I 100% 2,200-00 2,200.00 2,200.00 n/a 2,200,00 0,00 1865
1866 Letter of 4/2/97 Daily Work Report*
1867 11 21 0 0 0% DEWR #5414 - Pumpwater 1 LS 1 1 100% 2,048,54 2,048,54 2,048.54 n/a 2.048.54 0.00 1868 7 21 741A 500 1 1 100% DEWR #5417 - Exe, & Subgrade Work 1 LS 1 1 100% 4,684,68 4,684.68 4,684.68 Y 4,684-68 4,684,68 1869 1 21 566A 100 1 1 100% DEWR #6018 - Raise Gate Valves 1 LS 1 1 100% 730,69 730,69 730.69 Y 730,69 1870 ^2:^.% Letter ot 4/2/97 Armada Dr - Rndabt lo Palomar
1871 Airport
1872 2 21 8141 220 1 1 100% Incr It 91 • Landscape & Irrigation 1 LS 1 1 100% 12,360,00 12,360,00 12,360.00 Y 12,360,(X) 12,360-00 1873
letter of 4/2/97 Armada Dr - Rndabt to Palomar
1874 Airport
1875 2 21 717A 220 1 1 100% Incr H 16 - Enhanced Median Pavement 7.867 SF 7,867 7,867 100% 5,35 42,088,45 42,088.45 Y 42,088,45 42 088 45 1876
letter of 4/2/97 Armada Dr - Rndabt to Palomar
1877 Airport
1878 2 21 8141 220 1 1 100% ner It 91 • Landscape & Irrigation 1 LS 1 1 100% 3.120,00 3,120-00 3,120.00 Y 3,1 20,00 3,1 20-00 1879
Latter ot 4/2/97 Armada Dr - Rndabt to Palomar
1880 Airport
1881 14 21 716A 600 1 1 100% Deer It 15 - Enhanced Decor, Sidewalk (11,1841 SF 0 0% 2.80 N (31,31 5.20) —~ T;^ •'••j. 1882
Letter of 4/2/97 Private Drainage/OtfsHe Grading
1SB3 Plans
1884 5 21 0 0 0% 3ecr It 18 - Landscape & Irrigation (1! LS 0 0% 22.876,56 n/a tPP.IV/fi 56) r—— 1885 : : -Letter ot 4/2/97 Palomar Airport Rd frm Armada
1886 Drive to Hidden Valley Road
1887 3 21 717A 310 1 100% Deer It 14 - Enhanced Median Pavement (2,4931 SF 1 0 0% 5.35 N
CONTROLS.XLS 5'?7/'>7 4 5.1 PM
Sag lits
;ij€jitj^:
CORRECTING ENTRIES
iAppTpX^iita::
CbritrjiTbtat::;
duuiti^:::
Priv. Eat.
Qiisntiity::: Total
Piiiiei;:
Aiiidiini:: i:
Prav.Eal.
:'ArTiO(mt::
ThTs Est.
1 Rarnp - Southside
Enhanced Decorative Sidewalk - @ Cul (11,200-00)
Tree: 36" Bov
310
900
: Curb & Gutter
900
900
Relocate Telephone Riri-ir
RpJoca[e CATV Risf
.RelQCBtb SDG&E Ling & Vault
Stabilized Conslruciinn
Temporary Hydrosoort
Decrease Bid Item 30 - Wing Typi? He;Tdw;ill
Dec, Bid lli^ni 3-16" St&el Mam
Di:c. Bid lH;m 7 •• 2" Mnnual Air R[;li!.jsti
Dncrn-ir.n itf-n- 29: 2' Blpwcff Af^CT^Iily
" RCP: CO- Bid Ho'm ^7
A" Ctednciut: Hen: 29 D'icieas-
Icrrr-cf CO .1 <;om 2 E,TOf
iorrect CO 4 Fnni
1910
1911
7 02 A
5iOB
1 #9 - 6" laieral iri30' lonti v,7'cle:'no:
220
210 1725,00)
(124,845,001 25- 16" PVC V:'f\U^i M.iin CL150 iD::\ C015)
654A
220A
700
210 (2,250-001
(1,000,00)
(1 24,845,001
12,250 001
11.000,00! . IS" Ht:5(lw:'li
33, 24 X 24 Cnncre:-; Dram Box
21 , M-T5oniy ReLainjng Wall
7, 24" CMP iPiivdIe Dfive)
1. 12" F'VC Wateflir;.; iCL 1501
800
800
1. Trench Paich
12. 12" Gaie Valve
1923
1924
900
900
1. Imrn il A4 Gverexcavatr: fo,' Top?;)!
2. item II A5 Tonsoil RgpU.......
3- (tem M 813 Masonry Retaining
D-icrease lien
726A
608A
500
700
Tempcirary Hi-Lin^ (E)
1 • Inc Itciii 20 - Trpnch Rcsuffacino - COl 1
15'" RCP • WTJ
1928
1929
610B
e03A
700
700
3, Inc Hem 47 - 24" RCP
12,640.001
(500.00)
(900.001
(1.195.001
(1,134.00)
(',080,00! 1930
1931
8, Inc Item 58 • 12" Private Drain
61SA
531A
2, Inc IU:ni 74 • 36" Siraigm H.ji^ihv
233-B" CMLftC Sic"! '.V-?r
tlem 23C - 0" Gi^le Vai
5 SOA
60BA
62BA
534A "
310
700
1-New Item 26C-Ccfi la HiLine
(1,134,001
(1.080 OQi
(3,150-001
225,00 1935
1936
1- Dec Hum 26 - IS'' RCI
em 28 • 66" RCP - WTJ
1937
1938
2. Dec Item 45 - 18" RCP
3- Dee Hern 48 - 24" RCP • WT.J
1 55 • 60" RCP • WTJ
3, Dec Hem 77 - Bnck £, M-jn
4. Dec ItGm 73 • Com
1945
1946
819B
807A
Item 45 - Fufnish/ln.s-all Irrir; Syster!.
2. Hem 46 - Fufnish.'lr.siall Sgij Amgnd.
1947
1948
81SA
BtlB
220
220
47 - Bark Mulch
4- Item 46 - Shfub: 5 Gallon
220 "
220
5. Item 49 - Grcunricover 2,587.91
2,158-00 1949
1950
81 6A
822A
6. Item 50 - Root Barrier
7. Hem 51 - Tree:
1951
1952
SHIA
606 A
S. Iten! 52 - Tree: 24' Bux
Hem 53 - 90 Day Plant Msinsenance
Hem IS - Furnish--lnst5ll Irrig System
Item 19 - Fumish/lnsiall Soil Am^nd,
Item 20 - Shrub: 5 Gallon '
C0NTR0L5.XLS 5'?7/97 4 54 PtJ\
: Affl
Nb.
Typa ::&efl-.': l/tl : Itam:
: iN(>;:; Dtribriptiori:;:
0%
i(Xiq;
4. Hem 21 - Shrub: 1 Gallon
5. Hem 22 - Gfuundcuvgi
6. Item 23 Tree: 15 Gallon
7. Item 24 - 90 Day Plant Maintenance
Apprbjt&tiirlet::
CD(itr|:|fi)tat;:;
Quantfly ::
Unit (Yev Est.
diifmStyi: : Total::::::: Unft :A.thi3tir*(:;;
;t^iirk;iEiti:
Aniocmt::;:
Thfs Est. r»tal I*)
• Item B - Enhanced Median Pavement - COl 1 .19.156,35
146.268,40
19,158,35
148,268,40 100%
100%
, Item 15 - Enhanced Dec. Sidewalk - COl 1
2, Hem 16 • Enlianred Median P:wemgrit - CDl 1
1, Del 7 - 24" CMP (Private Drain!
2, Dec B - 24" CMP .Riser
. 6' Chain Link Fence
I.Del It 25 ^ 16" PVC WiMPrmain CL150
100'?^.
100%
20- Inc. It, 77 - Birch & Morl.-<f Plu.i
21, Inc, It, 79 - Tvue F CB
1. Inc H 23A-16" FVC Waterline iln Sireet!
3, Add It. IBC - 30' CMP Riser
6. Add II. lar • 17' > 4,5' Miriir Conc.r^jm Cii-inr..-!
123)
il
7. Add U 19 - Drivewt^v Apiirc-achf!S
, Add it. 20 - Sawcut. Remcve C'jfb and SiO'iv-'itlk
9. Add It. 21-4" AC Over 4" AB iccfs.s Rd
10. Add It. 22 •• RSP
13, Add It. 25 - Gravel Bans
0%
0%
2, Add 11, 13 - 2.5'
3. Ad[f It. 14 • 3' X 1.5' Brow Ditch
(2001
nQ3)
4. Add H. 15 • t r Brow Dirch
0^
0-^
6. Add II 1 7 - Remove Tenif;, B" (18,200.00)
(700,001 "
0.00
0.00
900
900
Add fl. 20-4" AC Ovei '
900
900
10. Add It. 21 - 2" Class 2 Accc-s.s- Roi-
14. Arid It. 25 - Silt Fgncc
0%
0%
• H. 3 - 24'' RCP 0.00
0.00 3, Deer. It. 4 - 30" RCP
5. Deer It. 9 • Cleanoul Typo A.4
8- Deer H, 16 - Mortitied I CB (7,5' x 4')
Deer It. 6 - 36" RCP 15D0D
2. Deer it. t4 - Mcdtdied F CB
2. Incr H, 33 • 2' Blow Off Assembly
Increase Item 45 - 18" RCP
:iease Herti 79 - Tyi
310
310
1 Q0%
100%
InercFse H(;m 23E • 16" PVC VVatiylin'; (riR25) iln 5'
Dacrgase Hem 238 - S" CML & C S'r-el Waterlinn
310
310
100%
100%
Decrease Hem 23C - 8" Gate Valve
(1,260.00!
1,378.00
745.00
3.400.00 310
600
Decrease Hem 24 - 16" Butterfly Valv
Dcere:'.qe Hnm 26C •• Connect to Hi-I
- E-rh-inred Drcorsiivfi Sidgw;:!'-
700
700
Tvpe A6 Cleanout
700
700
100%
loo-*'
Type A6 Clear^oiit (Y = 5.0'}
Mod. Type A6 Cleanout (Y=^6-C
2.80
0.65
ll&O.OOO.OO) (150,000 OQi
(1 1,400-001
(1.270-0;)1 " t 18" Concrete Lu!
Remove Cnp fi Ccnne-?: ! 6" VVsterline
Ren^ove & Repiare
Street Linht
Slrapt Lifihl Pull Box
SDG & E,-PacTel;CATV Undernround
Relocate Traffic Signs
220
220
Increase Item 15 - Enhanced Decorative Sidewalk
Decrease Hem 16 • Enhanced Mfidian Pavement
Dei H 3 - 30" RCP
700
700
Del It 14 - Type A6 Cleanout
Del H 15 - Mod Type A6 Cleanout (Y = 5.Q!
Del It 16- Mori Tvpe A6 Cleanau: {y=^6.0l
2020 3
2021
Del 11 S73 - Anii Graflili Coati-np
Deer It 2 - UnclassiMed Excavation
Deer It 4 - AsphaH Concrete
20.00
43.00
111,400 00)
CONTROLS,XLS
P7/97 i r^l P'A
:::::::>> Ar»a -.-ta
No. N4. No
Type: ::Se9:.
No. No.
100=^
100%
2 Aqoreqaie Base
ApprdKlmsta;:
CiirririiToiat;:;
Qiivotiiy;:: Total
ioiriniiiy;: FV'iiia:-: ArtiqiHM::;
t*rav^cati:
;ArTi(WMit:;
;Thfs;Est.;;
Deer It 7 - Sut;gr.^de Prerjaiation
Add It 27E • Rckicat-; Exisimn Firo Hydrant
Deer H 12 • 4". PCC Sidewalk
Deer It 15 - 16" PVC Waterline (in Street)
2,950
195
Deer It 25 - Trench Resurlaci
Deer It 28 - Street Light
r It 29 - Slrfiei Liflht Pull ho<
Incr H 30 - 3DG&E/Par. Tel/CATV Udrcjid
Add It lA - Rgniove 2' Gravel and Re[tl3[:e 2w,'dirt
Add 11 29A - 4" Watfir Metrjr V.-iul!
9Q3A
903A
100
100%
Add It 6A • 6' Bl-ick Vinyl Clad Ch-iin Link Fenco
Del H 6 - 6' Chain Link Fence
DnI 11 28 - Str(:;;t Liohi
Del It 29 - Slrc;',!l Light Pull Bn.
Del H 30 - SDG&E/P
Del H lA - RL-;T-. 2' Gravel R'ii.il
Del It 29A •• 4" Wiuor M(-:rer Vault
Deer It 1 5 • Enh:in
Deer H IB - landscape & irrigai
Deer It 14 - Entianceri Media
4" PCC Sidew:
Tr-i; IMaH-ri:-,! OriiyI
26. Trend! Rc;sur{aciiir:
Shtub: 1 n.ilir^n
15, Enharxed Decorative Side' (266:131.60!
(18.306.501
0-00
(720.001
564A
660H
100%
100%
Add H 27C - Extend 1 2' PVC Sle&vq
60" RCP 2000D WTJ
60" RCP 21 SOD (Di:.:[; Cut!
Treq: 2-1" B.or
Irriqaiton System Ccm-ipleie
Soil Ami?rirji;:.-;r:is & Ccriditi':i
0%
100%
(720:001
15,747,20)
809A
819B
Irritjation Svsiem Complete (37,823,.301
GrountI cover
16- Modifie[i !C3 17.5' < 4-KDe-::r 2-C016)
4- Add It, 14A - Mod^tlRd Type F CB I4>.3I
iDECREASE 30LF-C0 3)
2087 2
2088
652A
61 7C
2. Unelassififed Excsvfiiijn
CMP iPECPEASE 3':LF-C0 ^)
14, Modified FCE iPecr
9- Subnrade Ptgoargii^r;
0, Topsoi; Rc^j.'.icemer;;
. Enhan.^ed *.'edian Paven-ent
100%
100-^
1, Driveway Apprjacbe!
Incr H 9 - Class 2 Aggregate Base
Wing-Type HearlwalliPELETE 1-CCO 1)
" Manual Air ReleasejDECR- 1-CO 3i
6" Type B-1 tnleiE
33. Remove & Replare i^CC Gutter
24" CMP Riser
Cleanout Type A-4
" Bunerfly Valve 15. Inc Item 24 -
23. Add H. 83B - Field Bevel 4S" RCP
36" RCP
(5,573.961
(2,587,911
(7.700,00)
1/6.904.80)
I7g,7;-0.3'31
(4,802.20;
I?,200.00)
CONTROLS.XLS 5/27'97 4-54 Pl^
Afaa -.••tti:
N4 No, :Tivt)a*
615A
606A
I/O
:City. 7^7-Itarri:
N^i;: Ddicripiipri::]
36" Calirai'S Type GMP Inlet
Apprtiidmirte;;
tJbtitriiifijuii:;
{liiajitity:::
fWw;iEs»::
: QiiantitV::: : !TtitM;;;;;;i
•• Prlba::
iArtidiirvfi:;
:Hriwiieai;i
: Amo'onit;;
TWs Est. f Wal
45. 1 S" RCP
2092
2Q93
92. Sucet & TraHii: SigrLs
4. 30" RCP
2" DG Access Rrl. Bid liei
7, 4" PCC Sidevjalk
5, Class 2 Agqr--;
6. 36" RCP 1500 D {Dficr 49eit-C016l
6. 6" G 2 Cufij & Guitef
2116
2117
Pedestrian Ramp
iibly
6. 2" BLOW Off
-1, RRniovf^ ^ F'i:
r II H - Asi;r\ilt C.-,-r
708 A
7 06 A
Add I! ISA • l^clcctu-? •:" BiQ'.-,off
3, £nhari;'?:i Mn-
' Lnter;il 30' Lo
Type "A" CieanoLit
30. S" Gall; V^:
64, aa.-'GK . :iO,M8 Lug
77, Bfick A Mr;
- 34.- 2" M.irujHl Air Riit^'ase
,9. Over-Eircav-ition for T
9" Curb Only
60" RCP 2000D
(12.374-551
(342 00)
[9,000.00| (9,000.001
(13.321.501 Enhanced Media
48: 24" RCP - WTJ
• 33 - 2" Blow Off Assernlily
y PVC Waterline (ir (1951
il031
(13,321.50)
(1,728.001
(16-380.00)
(6,621.751
60SA
660G
B) 24" PVC Sev.er SDR35 Main
11 .Add it 23 £• Vinv[r:i;}d Chainlink rei
26. IS" RCP - WT.J (1,827.10)
1225.00) \ (225.001
(4.BOO.001
0,00
(175,201
2129
2130
2134
2135
60"RCP 2! 500
1 1-Add 11 22-6' Vinylciad ChaL-rlink Fence_
6" Curb & Gutter
60" RCP 21 OOP
Er>hanjed 'vietiian Pavement
4, Asphalt Concrete .
5, EKcavHtion aiid Lcin(i l^aul
2S. 66" RCP • WTJ
(4,800,001 _
(645.601 "
(175,201 '
1418-39)
CONTROLS.XLS 6/?'97 4-33 PM
APPENDIX C
ELIGIBLE INCIDENTAL COSTS
CARLSBAD RANCH 1
CIVIL ENGINEERING
O'DAY CONSULTANTS
(Sorted by check number)
INVOICE CH5CK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
TOTAL UNIT 1 & II 202,000.00
7735 9/21/94 1,089.86 27 2/10/95 89-1 OHK
7781 10/10/94 9,788.75 27 2/10/95 89-1014N
7808 10/24/94 1,429.50 27 2/10/95 89-1014L
7859 12/5/94 21,233.83 76 5/11/95 89-1014J
7901 1/6/95 3,080.28 76 5/11/95 89-1014J
7902 1/6/95 15,714.64 94 5/26/95 89-1014N
7923 1/20/96 1,317.50 94 5/26/95 89-10141
7939 1/20/95 4,477.20 94 5/26/95 89-1014N
7944 2/9/96 1,575.00 94 5/26/95 89-10141
7945 2/9/95 13,678.87 94 5/26/95 89-1014J
7946 2/9/95 647.50 94 5/26/95 89-1014K
7949 2/9/95 6,498.26 113 6/13/95 89-1014N
8031 3/17/95 281.57 133 7/11/95 89-1014J
8032 3/17/95 190.00 133 7/11/95 89-1014K
8033 3/17/95 2,894.98 133 7/11/95 89-1014N
8060 3/20/95 7,531.55 133 7/11/95 89-1014T
8063 4/5/95 5,193.89 133 7/11/95 89-1014 J
8064 4/5/95 495,00 133 7/11/95 89-1014K
8065 4/5/95 3,081.34 133 7/11/95 89-1014N
8067 4/5/95 907.50 133 7/11/95 89-1014S1
8068 4/5/95 49.62 133 7/11/95 89-1 OUT
8069 4/5/95 632.00 133 7/11/95 89-1014T1
8084 4/6/95 1,987.50 133 7/11/95 89-1014L
8092 4/25/95 1,790.73 133 7/11/95 89-1014J
8093 4/25/95 237.50 133 7/11/95 89-1014K
8094 4/25/95 613.23 133 7/11/95 89-1014N
8095 4/25/95 1,356.82 133 7/11/95 89-1014S1
8096 4/25/95 980.00 133 7/11/95 89-1014T1
8097 4/25/95 1,375.81 133 7/11/95 89-1014U
8108 4/28/95 2,497.70 133 7/11/95 89-1014L
8115 5/4/95 380.00 133 7/11/95 89-1014K
8116 5/4/95 3,478.75 133 7/11/95 89-1014L
8117 5/4/95 1,654.29 133 7/11/95 89-1014S1
8118 5/4/95 475.00 133 7/11/95 89-1014T1
8148 5/18/95 115.73 149 8/8/95 89-1014L
8149 5/18/95 227.50 149 8/8/95 89-1014S1
8150 5/18/95 370.00 149 8/8/95 89-1014T1
8163 5/18/95 2,660.00 149 8/8/95 89-1014E2
8174 6/13/95 3,828.00 149 8/8/95 89-1014E2
SUMC0ST2.XLS Page 1 6/3/97
CARLSBAD RANCH
CIVIL ENGINEERING
O'DAY CONSULTANTS
(Sorted by check number)
1
INVOICE CHECK CHECK ELIGIBLE
INVOICE # DATE AMOUNT NUMBER DATE COST NOTES
1 1 8175 6/13/95 245.51 149 8/8/95 89-1014L
8176 6/13/95 42.50 149 8/8/95 89-1014L
8177 6/13/95 190.00 173 9/13/95 89-1014T1
8179 6/13/95 190.00 149 8/8/95 89-1014U
8180 6/13/95 329.97 149 8/8/95 89-1014J
8200 6/22/95 315.21 149 8/8/95 89-1014K
8201 6/22/95 552.50 149 8/8/95 89-1014L
8202 6/22/95 42.50 149 8/8/95 89-1014T1
8204 6/22/95 171.48 149 8/8/95 89-1014N
8230 7/11/95 190.00 173 9/13/95 89-1014J
8231 7/11/95 3,620.00 173 9/13/95 89-1014N
8257 7/11/95 667.30 173 -9/13/95 89-1014G
8259 7/26/95 395.95 173 9/13/95 89-1014J
8260 7/26/95 5,498.50 173 9/13/95 89-1014N
8286 8/3/95 42.50 200 10/23/95 89-1014L
8298 8/9/95 1,247.68 200 10/23/95 89-1014J
8305 8/9/95 2,536.90 200 10/23/95 89-1014N
8311 8/29/95 107,93 200 10/23/95 89-1014G
8312 8/29/95 973.00 200 10/23/95 89-1014J
8338 9/14/95 1,383.00 272 12/21/95 89-1014N
8356 9/14/95 570.00 272 12/21/95 89-1014J
8357 9/14/95 170.00 272 12/21/95 89-1014L
8358 9/14/95 2,125.04 272 12/21/95 89-1014U
8393 9/22/95 2,284,97 272 12/21/95 89-1014G
8394 9/22/95 3,026.51 272 12/21/95 89-1014J
8395 9/22/95 4,696.40 272 12/21/95 89-1014L
8396 9/22/95 1,952.50 272 12/21/95 89-1014N
8453 10/23/95 6,755.00 272 12/21/95 89-1014G
8454 10/23/95 14,973.37 272 12/21/95 89-1014J
8455 10/23/95 658.75 272 12/21/95 89-1014L
8456 10/23/95 4,927.07 323 2/9/96 89-1014K
8478 11/8/95 3,241.94 272 12/21/95 89-1014K
8533 12/5/95 1,979.47 272 12/21/95 89-1014S1
8534 12/5/95 139.38 272 12/21/95 89-1014N
8585 1/9/96 1,480.70 323 2/9/96 89-1014K
8586 1/9/96 85.00 368 4/10/96 89-1014AB1
8602 2/11/96 5,305.00 394 5/10/96 89-1014AH1
8698 2/22/96 97.50 348 3/5/96 89-1014AL1
8699 2/22/96 639.23 348 3/5/96 89-1014AJ2
8700 2/22/96 6,736.99 394 5/10/96 89-1014AK1
8709 2/23/96 2,414.90 404 5/23/96 89-1014AL1
8710 2/23/96 850.87 348 3/5/96 89-1014AO1
8732 3/6/96 7,021.75 404 5/23/96 89-1014AQ1
SUMC0ST2.XLS Page 2 6/3/97
CARLSBAD RANCH j
CIVIL ENGINEERING
O'DAY CONSULTANTS
(Sorted by check number)
1
INVOICE CHECK CHECK ELIGIBLE
INVOICE # DATE AMOUNT NUMBER DATE COST NOTES
1 1
8733 1 3/6/96 1 1,062.00 404 5/23/96 89-1014L
8734 3/6/96 16,463.01 404 5/23/96 89-1014AE1
8735 3/6/96 232.40 357 3/25/96 89-1014AH1
8736 3/6/96 87,00 357 3/25/96 89-1014AN1
8737 3/6/96 189.75 357 3/25/96 89-1014AP1
8738 3/6/96 2,647.50 404 5/23/96 89-1014AN1
8739 3/6/96 197.50 357 3/25/96 89-1014AO1
8740 3/6/96 1,368.25 404 5/23/96 89-1014AF1
8772 3/7/96 892.75 357 3/25/96 89-1014AJ1
8784 3/22/96 228.25 377 4/24/96 89-1014AG1
8785 3/22/96 1,050.00 439 6/25/96 89-1014AHI
8786 3/22/96 423.75 377 4/24/96 89-1014AK1
8787 3/22/96 6,799.62 439 6/25/96 89-1014AG1
8788 3/22/96 217.50 377 4/24/96 89-1014AH1
8789 3/22/96 87.00 377 4/24/96 89-1014AJ1
8790 3/22/96 1,026.25 439 6/25/96 89-1014AN1
8829 4/4/96 445.50 377 4/24/96 89-1014AP1
8830 4/4/96 87.00 377 4/24/96 89-1014AN1
8831 4/1/96 2,321.25 439 6/25/96 89-1014AQ1
8832 4/4/96 1,407.00 439 6/25/96 89-1014AR1
8876 4/5/96 1,029.99 439 6/25/96 89-1014AG1
8879 4/23/96 221.59 394 . 5/10/96 89-1014AH1
8880 4/23/96 508.24 394 5/10/96 89-1014AN1
8881 4/23/96 1,670.56 4033 7/25/96 89-1014AG1
8882 4/23/96 4,301.98 4033 7/25/96 89-1014AJ1
8883 4/23/96 4,686.81 4033 7/25/96 89-1014AQ1
8919 5/7/96 2,241.75 4071 8/27/96 89-1014AQ1
8920 5/7/96 18,629.66 4071 8/27/96 89-1014AR1
8921 5/7/96 196,20 404 5/23/96 89-1014AH3
8922 5/7/96 370,76 404 5/23/96 89-1014AG1
8957 5/7/96 173,61 404 5/23/96 89-1014AH1
8968 5/9/96 461,95 404 5/23/96 89-1014AN1
8974 5/24/96 955.74 417 6/10/96 89-1014AQ1
8975 5/24/96 19,946.96 4085 9/13/96 89-1014AJ3
8976 5/24/96 901.05 417 6/10/96 89-1014AQ1
9014 6/4/96 877.50 439 . . 6/25/96 89-1014AR1
9015 6/4/96 408.25 439 6/25/96 89-1014AQ1
9016 6/4/96 7,980.23 4085 .9/13/96 89-1014AH1
9017 6/4/96 262.00 439 6/25/96 89-1014AJ3
9018 6/4/96 243.75 439 6/25/96 89-1014AJ3
9058 6/21/96 3,291,90 4085 9/13/96 89-1014AJ3
9090 7/9/96 9,537,25 4085 9/13/96 89-1014AJ3
9091 7/9/96 375.50 4033 7/25/96 89-1014AJ3
SUMC0ST2.XLS Page 3 6/3/97
CARLSBAD RANCH
CIVIL ENGINEERING
O'DAY CONSULTANTS
(Sorted by check number)
INVOICES
INVOICE
DATE AMOUNT
CHECK
NUMBER
CHECK
DATE
ELIGIBLE
COST NOTES
1 1
9126 7/22/96 17,571.72 4152 10/30/96 89-1014AJ3
9127 7/22/96 592.50 4152 10/30/96 89-1014AQ1
9152 8/8/96 12,356.62 . 4152 . 10/30/96 89-1014AJ3
9193 8/12/96 284.20 4152 10/30/96 89-1014AS1
9195 8/28/96 405.00 4152 10/30/96 89-1014AG1
9196 8/28/96 8,215.05 4152 10/30/96 89-1014AJ3
9240 9/10/96 14,248.43 4174 .11/13/96 89-1014AJ3
9295 9/23/96 6,369.41 4220 12/18/96 89-1014AJ3
9308 10/11/96 2,177.75 4220 12/18/96 89-1014AJ3
9396 11/6/96 3,284.13 4245 1/9/97 89-1014XR
9397 11/6/96 11,846.96 4245 .1/9/97 89-1014XR
9399 11/6/96 1,358.75 4245 1/9/97 89-1014XR
9432 12/11/96 2,178.00 4290 12/13/97 89-1014XX
9473 12/26/96 951.25 4290 12/13/97 89-1014XX
9602 3/6/97 135.00 89-1014XX
9627 2/26/97 2,510.00 89-1014AT1
9629 2/26/97 829.50 89-1014XX
9679 3/7/97 1,056.00 89-1014AU1
9707 3/19/97 218.95 89-1014XX
419,787.70
621,787.70 405,000.00 (1)
Factor
7943 10/27/95 2,220 293 ; 1/11/96 MISSING
NOTE: Per consultant's letter of 5/29/97.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
Project Descriptions
89-1014AB1: REQUEST FOR 50% REDUCTION IN GRADING BOND. AS BUILTS FOR GRADING IMP. PLANS.
89-1014AE1: CARLSBAD RANCH "ROUNDABOUT" MEETINGS, EXHIBITS AND BASE SHEETS
89-1014AF1: LOT LINE ADJUSTMENT & LEGALS DESCRIPTION FOR LOTS 1, 2, AND 3
89-1014AG1: SET THE FINAL MONUMENTS PER MAP NO. 13807
89-1014AH1: PREPARE SUBATANTIAL CONFORMANCE EXHIBIT TO REVISE UNIT 1
89-1014AH3: CITY PROCESS AND ANY ADDITIONAL CITY REQUITEMENTS FOR FINAL MAP
89-1014AJ1: CARLSBAD RANCH-T.M. WITHOUT MAP
89-1014AJ2: MEETINGS AND HEARINGS OTHER THAN LISTED IN SCOPE I
89-1014AJ3: CITY PROCESS AND ANY ADDITIONAL CITY REQUIREMENTS FOR FINAL MAP
89-1014AK1: EXTRA WORK ON "D" ST. PER MEETING WITH GEORGE AND CHARLIE KAHR
89-1014AL1: LEGAL DESCRIPTIONS AND PLATS FOR TEMP CONST EASEMENTS OVER LEGO & CARLSBAD R.
89-1014AN1: EARTHWORK CALCULATIONS FOR SDGE AREA NORTH OF CANNON RD. & EACH T.M. LOT
89-1014AO1: COORDINATION & PROVIDE COMPUTER FILES & INFORMATION TO HUNSAKER & ASSOC.
89-1014AP1: BIKE PATH STUDY TO ROUTE BICYCLE TRAFFIC AROUND THE PERIMITER OF THE ROUNDABOUT
SUMC0ST2,XLS Page 4 6/3/97
CARLSBAD RANCH
CIVIL ENGINEERING
O'DAY CONSULTANTS
(Sorted by check number)
INVOICE CHECK CHECK ELIGIBLE
INVOICE # DATE AMOUNT NUMBER DATE COST NOTES
1 . 1 1 ! 1 1 j
89-1014AQ1: PREPARE BASE FOR LANDSCAPE ARCHITECT. PROJECT COORDINATION
89-1014AQ1: PREPARE BASE SHEET FOR LANDSCAPE ARCHITECTS. PROJECT COORDINATION
89-1014AR1: PREPARE PLANS FOR G.I.A. ACCESS ROAD AND PROCESS APPROVAL WITH THE CITY
89-1014AS1: PROVIDE PLANS, COORDINATES, CALCULATIONS AND COORDINATION WITH MELCHIOR SURVEYING
89-1014AW1: EARTHWORK CALCULATIONS FOR AD 95-1:
89-1014D: CARLSBAD RANCH - FINAL ENGINEERING
89-1014E1: CARLSBAD RANCH-CONSTRUCTION STAKING. CARLSBAD RANCH/CANNON ROAD
89-1014E1X: CARLSBAD RANCH SURVEYING - EXTRA WORK "
89-1014E2: CARLSBAD RANCH OFFICE CALCULATIONS
89-1014G: CARLSBAD RANCH PHASE II
89-10141: ZONE 13 LOCAL FACILITIES MANAGEMENT
89-1014J: LEGO TENTATIVE MAP - REVISIONS
89-1014K: Lego T.M. - Meetings, changes, revisions, cost estimate, extra application docs.
89-1014L: CARLSBAD RANCH/LEGO ASSESSMENT DISTRICT COST ESTIMATES
89-1014N: EXTRA WORK ON PHASE II
89-101481: CONSTRUCTION CHANGE
89-1014T1: LOT LINE ADJUSTMENT FOR SDG&E SITE
89-1014U: NPDES PERMIT
89-1014X: CALRSBAD RANCH MISC. SURVEYING AND ENGINEERING AS REQUESTED
89-1014Y: CARLSBAD RANCH - CONSTRUCTION CHANG TO UNITS 1, II AND III
89-1014Z: PROVIDE ENGINEERING SUPPORT - AS-BUILTS DURING CONSTRUCTION
SUMC0ST2.XLS Page 5 6/3/97
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CARLSBAD RANCH
CIVIL ENGINEERING
HUNSAKER & ASSOCIATES
IMVOtCE CHECK CI^CK EUGfK-E
mmmmmm ;:;s;i<yMgQtijjw;>¥«t*^ OATt cost NOTE$
1 1 95-12-0650 Mm 195 5,168.00 302 1/25/96 -EXECUTIVE .GOLF COURSE PRELIMINARY LAYOUTS & COST ESTIMATE
96-01-0731 1/31/96 342.00 345 3/5/96 -FINAL ENGINEERING III!
96-02-0702 2/28/96 44.45 354 3/25/96 -EXEC. GOLF COURSE PRELIMINARY LAYOUTS & COST ESTIMATE
96-02-0704 2/28/96 646.00 374 4/24/96 -FINAL ENGINEERING-WORK BEYOND THE SCOPE OF CONTRACT
96-03-0663 3/27/96 28,794.09 374 4/24/96 -FINAL ENGINEERING |
96-03-0665 3/27/96 266.00 374 4/24/96 FINAL ENGINEERING & SURVEY
96-02-0703 2/28/96 9,71817 401 5/23/96 -FINAL ENGINEERING
96-04-0680 4/24/96 623.08 414 6/10/96 FINAL ENGINEERING
96-05-0707 5/29/96 941.27 4020 7/16/96 FINAL ENGINEERING
96-05-0708 5/29/96 14,592.00 4028 7/25/96 -FINAL ENGINEERING-WORK BEYOND SCOPE OF CONTRACT
96-06-0660 6/26/96 831.28 4028 7/25/96 -FINAL ENGINEERING | | j i
96-06-0661 6/26/96 5,814.00 4080 • 9/13/96 - ... FINAL ENGINEERING-WORK BEYOND SCOPE OF CONTRACT
96-08-7205 8/28/96 671.50 4147 10/25/96 671.50 ASSESMENT DISTRICT-QUANTITY TAKE OFFS AND COST ESTIMATES
96-07-0682 7/31/96 634.46 4150 10/30/96
•
FINAL ENGINEERING III
96-07-0683 7/31/96 3,724.00 4150 10/30/96
-•"
FINAL ENGINEERING-WORK BEYOND THE SCOPE OF CONTRACT
96-08-0635 8/28/96 749.07 4210 12/10/96 .. -FINAL ENGINEERING III
96-08-0636 8/28/96 2,212.00 4210 12/10/96 • FINAL ENGINEERINGrWORK BEYOND THE SCOPE OF CONTRACT
96-09-0613 9/25/96 103.26 4210 12/10/96 FINAL ENGINEERING |
96-11-2169 11/27/96 158.00 4285 2/13/97 STOCKPILE GRADING PLAN
96-12-2140 12/25/96 316.62 4301 •2/25/97 -STOCKPILE GRADING PLAN -
97-01-2172 1/29/97 197.50 4406 5/12/97 QUANTITY TAKE OFFS AND COST ESTIMATE
96-10-2183 10/30/96 37,071.45 4241 1/9/97 19.057.80 UNIT 3
96-11-2170 11/27/96 32,037.13 4285 2/13/97 7,121.58 UNITS
96-12-2141 12/25/96 19,989.14 4301 2/25/97 6,993.76 UNIT 3
97-02-2195 2/26/97 3,560.17 4406 5/12/97 -UNIT 3
97-01-2173 1/29/97 19,707.30 4406 5/12/97 -UNIT 3
188,911.94 33,844.64
SUMC0ST2.XLS Page 1 6/3/97
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I CARLSBAD RANCH
LANDSCAPE CONSULTANT - KTU&A
INVOICE #
SUMC0ST2.XLS
INVOICE CHECK CHECK ELIGIBLE
DATE AMOUNT NUMBER DATE COST NOTES
1 1 ' ! 1 1
7720 8/30/93 2,775.00 29801 9/27/93 2,775.00
7823 9/22/93 5,600,00 3845 3/15/94 5,600.00
7824 9/22/93 317.89 3845 3/15/94 317.89
8400 1/27/94 446.03 3677 2/11/94 446.03
8342 12/30/93 197.96 3512 1/14/94 197.96
9515 8/25/94 31.04 2288 9/26/94 31.04
10582 4/25/95 82.55 91 5/26/95 82.55
10728 5/30/95 106.57 109 6/13/95 106.57
10740 5/30/95 110.68 160 8/25/95 110.68
10753 5/31/95 800.00 160 - 8/25/95 800.00
10873 6/28/95 2,700.00 160 .8/25/95 2,700.00
10926 6/29/95 49.11 137 7/24/95 49.11
11022 7/31/95 42.55 160 8/25/95 42.55
11301 9/30/95 2,700.00 269 12/21/95 2,700.00
* 15,959.38
10163 1/31/95 1,840.00 32 2/23/95 1,840.00
10168 1/31/95 500.00 32 2/23/95 500.00
10408 3/31/95 31.16 57 4/13/95 31.16
10409 3/31/95 395.78 57 4/13/95 395.78
10638 4/28/95 1,800.00 132 7/11/95 1,800.00
10639 4/28/95 1,875.00 132 7/11/95 1,875.00
10732 5/30/95 40.13 109 6/13/95 40.13
10733 5/30/95 533.96 109 6/13/95 533.96
10742 5/31/95 . 855.00 132 7/11/95 855.00
10743 5/31/95 1,100.00 232 11/27/95 1,100.00
10744 5/31/95 1,530.00 132 7/11/95 1,530.00
10745 5/31/95 1,995.00 132 7/11/95 1,995.00
10927 6/29/95 11.21 137 7/24/95 11.21
11300 9/29/95 430.00 269 12/21/95 430.00
11310 9/30/95 74.36 192 10/12/95 74.36
11597 11/27/95 43.46 255 12/12/95 43.46
30023 7/1/96 18,607.50 4084 9/13/96 18,607.50
30031 7/31/96 6,202.50 4176 11/15/96 6,202.50
30032 7/31/96 14,364.00 4176 11/15/96 14,364.00
12642 : 8/30/96 270.00 4305 2/25/97 270.00
13064 1/31/97 270.00 4305 2/25/97 270.00
13066 1/31/97 1,695.00 4375 4/15/97 1,695.00
13250 3/31/97 1,110.00 4421 .5/15/97 1,110.00
13248 3/31/97 1,695.00 4421 5/15/97 1,695.00
13249 3/31/97 5,100,00 4421 5/15/97 5,100.00
-
Page 1 6/3/97
62,369.06
78,328.44 62,662.75 (1)
Factor 0.80000
NOTE: Per consultant's letter dated 5/30/97.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMC0ST2.XLS
Page 2 6/3/97
GILLESPIE
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CARLSBAD RANCH
LANDSCAPE CONSULTANT - GILLESPIE -
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1 . • 1
1511 11/30/96 3,500.00 4283 2/13/97
1536 12/31/96 920.00 4298 2/25/97
1537 12/31/96 7,317.23 4298 2/25/97
1456 10/31/96 2,000.00 4239 1/9/97
1602 2/28/97 1,351.94
1612 3/31/97 950.00
16,039.17 2,500.00 (1)
NOTE: Per consultant's letter dated 5/31/97.
Page 1
GILLESPIE
-
-
* INVOICES CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G.PETERSON
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CARLSBAD RANCH
CIVIL ENGINEERING
NOLTE AND ASSOCIATES
INVOICE CHECK CHECK ELIGIBLE
INVOICE # DATE AMOUNT NUMBER DATE COST NOTES
1 12/2/96 26,983.83 4286 2/13/97 26,983.83 LEGO Drive storm drain
8703005 12/12/96 2,486.99 4430 5/28/97 2,486.99 LEGO Drive storm drain
8704007 1/9/97 1,900.60 4430 5/28/97 1,900.60 LEGO Drive storm drain
31,371.42 -(1)
NOTE: Amount included in Drainage Fee allowance. Submit to City separately for reimbursement.
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CARLSBAD RANCH
CIVIL DESIGN - CROSBY MEAD
!
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE MilOUNT NUMBER DATE COST
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE MilOUNT NUMBER DATE COST
•• - 1 1 293-493 9/30/93 8,596.13 3336 12/16/93 8,596.13 1
293-591 12/17/93 9,405.27 3660 2/11/94 . 9,351.00 minus $54.27 repro cost (not paid)
293-592 12/17/93 302.00 3660 2/11/94 302.00
294-058 2/15/94 2,789.69 3972 4/10/94 -2,789.69
294-059 2/15/94 139.00 3724 2/25/94 139.00
257-088 3/10/95 7,883.55 2661 4/17/95 7,883,55
295-144 3/10/95 5,522.00 83 5/26/95 - 5,522.00
295-175 5/12/95 13,675.40 124 7/11/95 13,675.40
295-226 6/9/95 2,939.06 143 8/8/95 ..... 2,939.06
295-275 7/7/95 1,024.24 167 .9/13/95 1,024.24
295-306 . 8/7/95 265.50 157 8/25/95 265.50
295-364 10/9/95 5,352.82 264 12/21/95 5,352.82
* 57,894.66
296-202 6/7/96 601.83 430 6/25/96 601.83
296-243 7/8/96 912.32 4026 7/25/96 912.32
296-386 11/8/96 57.00 4215 . 12/18/96 57.00.
296-292 8/5/96 2,926.00 . 4215 12/18/96 2,926.00
297-046 2/10/97 91.50 4296 2/25/97 91.50
4,588.65
62,483.31 48,694.65
Factor 0.78000
(1) Based on Frontage (22%) versus Common (78%) costs.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMCOST2.XLS
6/3/97
CARLSBAD RANCH
TRAFFIC ENGINEERING - URBAN SYSTEMS
1 1 • 1 j
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
4931 10/8/93 * 9,500.00 3132 10/28/93 9,500.00 Urban Systems
3/6/95 12,520.00 2635 4/13/95 12,520.00 KAKU Assoc. (City of Carlsbad)
1/4/96 5,000.00 3271 1/4/96 5,000.00 City of Carlsbad
5473 5/30/96 2,000.00 440 . 6/25/96 2,000.00 Urban Systems
19,520.00
29,020.00 29,020.00
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMC0ST2.XLS
Page 1 6/3/97
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CARLSBAD RANCH
UNDERGROUND DRY UTILITY CONSULTANT
UTILITY DESIGN CONSULTANTS
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1 1137 9/19/96 4,042.50 4221 12/18/96 4,042.50
1137 9/19/96 198.02 4221 12/19/96 198.02 pro-rata reimbursables
-
4,240.52 4,240.52
SUMC0ST2.XLS
Page 1 6/3/97
CARLSBAD RANCH
CONSTRUCTION SOIL TESTING
LEIGHTON AND ASSOC.
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1 1 1
90318 7/15/95 2,207.50 172 9/13/95
90319 .7/15/95 143.00 148 8/8/95
90631 8/15/95 9,708.50 193 10/12/95
90632 8/15/95 1,345.25 193 10/12/95
90789 9/15/95 969.52 233 11/27/95
90790 9/15/95 15,484.05 233 11/27/95
91088 10/15/95 17,777.56 270 12/21/95
91112 10/15/95 3,270.37 270 12/21/95
91715 12/15/95 220.00 270 12/21/95
* 51,125.75
91439 11/15/95 5,369.25 322 2/9/96
91997 1/15/96 6,180.00 367 .4/10/96
92422 3/1/96 322.75 356 : 3/25/96
91711 12/15/96 3,406.50 347 3/5/96
92287 2/15/96 1,964.25 392 - 5/10/96
92870 5/1/96 1,125.01 437 6/25/96
93417 6/15/96 9,274.50 4031 7/25/96
93591 7/15/96 15,433.83 4065 8/21/96
93800 8/5/96 12,178.50 4120 . 10/14/96
93815 8/5/96 .1,055.00 4120 ; 10/14/96
94153 9/16/96 14,340.00 4141 10/23/96
94483 10/15/96 21,560.40 4219 12/18/96
94789 1/28/97 17,084.00 4266 1/28/97
95052 12/16/96 14,127.75 4287 2/13/97
95051 12/16/96 2,988.00 4287 - 2/13/97
1623 4/1/97 54,761.38 4408 5/12/97
1624 4/1/97 3,104.50 4408 5/12/97
1912 5/29/97 1,000.00
185,275.62
236,401.37 140,656 (1)
NOTES; Per consultant's letter of 5/29/97.
* INVOICES CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G.PETERSON
SUMCOST2.XLS
Page 1 6/3/97
CARLSBAD RANCH
EIR
CITY OF CARLSBAD
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1 1 1 { 1 ' 1
P&D Technologies
55,000.00 1057 4/3/92 55,000.00
11756 4/9/92 53,280.00 1058 4/9/92 53,280.00
13238 6/23/92 6,000.00 3553 6/23/92 6,000.00
* 114,280.00 39,998.00
0.35000
Cotton/Beland/Associates, Inc,
16049 4/3/95 91,685.00 2620 4/3/95 91,685.00
2/22/96 940.00 351 . 3/21/96 940.00
92,625.00 27,787.50
0.30000
206,905.00
- • * INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMCOST2.XLS
Page 1 6/3/97
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CARLSBAD RANCH
COASTAL CONSULTANT
GRACE MANUES
INVOICE CHECK CHECK EUGIBLE
INVOICED DATE AMOUNT NUMBEFi DATE COST NOTES
INVOICE CHECK CHECK EUGIBLE
INVOICED DATE AMOUNT NUMBEFi DATE COST NOTES
.1 12/31/93! 1,462.50 1 3607 1/28/94 : 71.08 Elig. = 21.75 ac R/W / 447.4 ac total = 4.86%
12/31/93 601.25 3607 1/28/94
•-•
Not eligible
1/31/94 178,75 3761 2/25/94
• •• . •
Not eligible
1/31/94 65,00 3761 2/25/94 -Not eligible
2/28/94 483,96 3924 3/25/94 23.52 Elig. = 21.75 ac R/W / 447.4 ac total = 4.86%
3/31/95 372.90 2666 4/17/95 18.12 Elig. = 21.75 ac R/W / 447.4 ac total = 4.86%
5/18/95 113.75 93 5/26/95 -Not eligible
6/7/95 1,819.84 111 6/13/95 -.. Not eligible
5,097.95 112.72
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMC0ST2.XLS
Page 1 6/3/97
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CARLSBAD RANCH
PRELIM SOIL INVESTIGA1 nON - LEIGHTON & ASSOC.
j 1 i ' j
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
79940 8/16/93 * 5,420.00 2982 9/27/93
82345 4/15/94 10,200.00 2014 5/24/94
15,620.00
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G: PETERSON
SUMC0ST2.XLS
Page 1 6/3/97
CARLSBAD RANCH
ARCHAEOLOGY CONSULTANT
BRIAN F. SMITH & ASSOC.
j
NOTES
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
843 3/31/95 188.00 52 4/13/95
854 5/5/95 21,773.00 97 6/2/95
869 6/15/95 55,763.54 2932 8/22/95
874 7/18/96 10,647.00 288 1/11/96
875 7/18/95 12,991.00 288 1/11/96
878 8/1/95 17,667.00 280/288 12/28/95 & 1/11/96
879 8/1/95 15,019.00 280/288 12/28/95 & 1/11/96
882 9/15/95 9,829.00 280/288 12/28/95 & 1/11/96
891 9/15/95 22,337.25 280/288 .12/28/95 & 1/11/96
892 9/15/95 19,225.00 280/288 12/28/95 & 1/11/96
901 10/24/95 10,676.13 280/288 12/28/95 & 1/11/96
* 196,115.92 152,300.92
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMC0ST2.XLS
Page 1 6/3/97
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ARCHEOLOGIST
GALLEGOS & ASSOCIATES
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DAT^ COST NOTES
1 !
95-87 8/30/95 9,327.50 201 • 10/25/95
95-93 9/25/95 2,690.00 209 11/7/95
95-100 10/31/95 1,612.50 266 12/21/95
* 13,630.00
96-32 5/31/96 1,370.00 4017 7/16/96
96-33 5/31/96 14,826.00 4017 . 7/16/96
96-37 6/30/96 21,731.95 4047 8/15/96
96-38 6/30/96 1,540.00 4047 8/15/96
96-50 7/31/96 19,717.50 4047 8/15/96
96-55 8/31/96 18,607.37 4118 10/14/96
96-60 9/30/96 5,102.46 4217 12/18/96
96-70 10/31/96 1,308.82 4217 12/18/96
96-81 11/30/96 1,212.00 4261 1/28/97 -,
97-20 3/31/97 2,359.00 4416 5/15/97
87,775.10
101,405.10 92,927.34
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMCOST2.XLS
Page 1 6/3/97
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CARLSBAD RANCH
PALEONTOLOGY CONSULTANT
SAN DIEGO NATURAL HISTORY MUSEUM
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
i
540 8/31/95 3,031.00 205 10/25/95 3,031.00
554 9/29/95 3,707.10 196 10/12/95 3,707.10
578 10/23/95 1,134.00 218 11/7/95 1,134.00
599 11/20/95 1,175.50 257 12/12/95 1,175.50
620 12/20/95 30.00 285 12/28/95 30.00
* 9,077.60
•
723 7/22/96 290.00 4122 10/14/96 290.00
744 8/30/96 1,260.00 4122 10/14/96 1,260.00
925 3/20/97 275.00 4417 5/15/97 275.00
1,825.00
10,902.60 10,357.47
Factor 0.95000 (1)
(1) Per Consultant's letter of 5/28/97.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
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SUMC0ST2.XLS
Page 1 6/3/97
CARLSBAD RANCH
CONSTRUCTION MANAGMENT
THE HARRISON COMPANY/JDC HOLDINGS, INC.
• INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1
2001 1/4/95 8,250.00 23 2/1/95 8,250.00
2002 1/31/95 5,500.00 2624 4/3/95 5,500.00
2003 3/6/95 5,500.00 56 .4/13/95 5,500.00
2004 3/28/95 5,500.00 71 5/11/95 5,500.00
2005 5/3/95 5,500.00 86 - 5/26/95 5,500.00
2006 5/30/95 5,500.00 107 6/13/95 5,500.00
2007 6/27/95 4,000.00 129 7/1.1/95 4,000.00
2008 8/4/95 4,000.00 158 • 8/25/95 4,000.00
2009 8/31/95 4,000.00 170 9/13/95 4,000.00
2010 10/2/95 4,000.00 189 10/12/95 4,000.00
2011 11/3/95 4,000.00 211 . 11/7/95 4,000.00
2012 12/4/95 4,000.00 252 .12/12/95 4,000.00
2013 1/8/96 4,000.00 290 1/11/96 4,000.00
2014 2/5/96 4,000.00 329 2/23/96 4,000.00
* 67,750.00
2015 3/1/96 4,000.00J 344 3/5/96 4,000.00
2016 3/26/96 4,000.00 365 4/10/96 4,000.00
2017 5/1/96 4,000.00 389 5/10/96 4,000.00
2018 6/6/96 4,000.00 436 6/25/96 4,000.00
2019 6/28/96 4,000.00 4022 7/16/96 4,000.00
2020 8/1/96 4,000.00 4048 8/15/96 4,000.00
2021 9/4/96 4,000.00 4082 9/13/96 4,000.00
2022 10/1/96 4,000.00 4127 10/15/96 4,000.00
2023 11/1/96 4,000.00 4167 11/13/96 4,000.00
2024 12/4/96 4,000.00 4206 12/9/96 4,000.00
2025 1/10/97 4,000.00 4255 1/15/97 4,000.00
2026 2/3/97 4,000.00 4303 2/25/97 4,000.00
2027 3/3/97 4,000.00 4343 : 3/20/97 4,000.00
2028 4/1/97 4,000.00 4364 4/9/97 4,000.00
56,000.00
123,750.00 101,775 (1)
NOTE: Per consultant's letter of 5/29/97.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMCOST2.XLS
Page 1 6/3/97
CARLSBAD RANCH
CONSTRUCTION ADMINISTRATION
KAHR & ASSOCIATES
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1 5/4/95 2,112.50 89 5/26/95 2,112.50
2 6/1/95 3,253.08 108 6/13/95 3,253.08
3 7/4/95 3,250.00 131 7/11/95 3,250.00
4 8/2/95 3,250,00 .147 8/8/95 3,250.00
5 9/1/95 3,875.00 171 ;: 9/13/95 3,875.00
6 10/2/95 4,500.00 190 ., .10/12/95 4,500.00
7 11/2/95 4,506.90 213 11/7/95 4,506.90
8 11/29/95 4,500.00 254 12/12/95 4,500.00
9 1/4/96 4,500.00 292 1/11/96 4,500.00
10 2/1/96 5,500.00 331 2/23/96 5,500.00
11 3/4/96 5,022.84 346 3/5/96 5,022.84
44,270.32 ^ .'
12 4/1/96 5,ooo;oo 366 4/10/96 5,000.00
13 5/6/96 5,000.00 390 5/10/96 5,000.00
14 6/3/96 5,109.66 415 6/10/96 5,109.66
15 7/2/96 5,000,00 4023 7/16/96 5,000.00
16 8/5/96 5,000,00 4049 .8/15/96 5,000.00
17 8/31/96 5,000,00 ; 4083 . 9/13/96 5,000.00
18 10/3/96 5,000.00 4116 10/10/96 5,000.00
19 11/2/96 5,000.00 4156 11/4/96 5,000.00
20 12/1/96 5,012.65 4188 12/4/96 5,012.65
21 1/2/97 3,750.00 4243 1/9/97 3,750.00
22 2/4/97 5,700.00 4292 2/19/97 5,700.00
23 3/1/97 5,000.00 4323 3/5/97 5,000.00
-
59,572.31
103,842.63 74,800 (1)
Factor
NOTES: (1) Per 5/29/97 letter from consultant.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON ,
SUMC0ST2.XLS
Page 1 6/3/97
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CARLSBAD RANCH
CITY PLAN CHECK FEES
CITY OF CARLSBAD
IHWiCE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUIVBER DATE COST % NOTES
IHWiCE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUIVBER DATE COST % NOTES
1244 5/28/93 16,250.26 1216 5/27/93 16,250 100% IMPROVEMENT PLAN-FINAL MAP
1244 5/28/93 3,940.00 1217 5/27/93 3,940. 100% GRADING PLAN-FINAL MAP
3262 9/16/93 3,606.00 1299 9/15/93 3,606 100% LANDSCAPING-PH 1 -
3262 9/16/93 4,792.38 1298 9/15/93 4,792 100% IRRIGATION-PH 1
* 28,588.64
10032 5/18/94 3,003.25 2002 5/17/94 - ., 0% FINAL MAP FEE NOT ELIGIBLE
10033 5/19/94 4,100,00 2002 5/17/94 943 23% GRADING PLAN - 23% EUGIBLE
10034 5/20/94 39,542,23 2002 5/17/94 39,542 100% IMPROVEMENT PLAN |
10035 5/21/94 14,682,30 2002 5/17/94 14,682 100% WATER/REC WATER/SEWER
7/30/96 17,351,00 4035 7/30/96 -.. 0% LEGO STORM DRAIN
15399 10/3/94 7,371,63 2308 9/29/94 7,372 100% LANDSCAPE
16473 7/20/95 300.00 2876 7/20/95 - . 0% STORM DRAIN
12/7/95 15,000.00 243 12/8/95 15,000 100% LEGO ROUNDABOUT
27441 3/19/96 70,051.00 3399 3/14/96 66,278 $4,900 GRADING AT 23% ELIG.+.$65151 FOR IMPROVEMENT PLAN
27438 3/14/96 3,665.00 3400 3/14/96 --, 0% LEGO 1 MAP
. 30072 4/24/96 2,400.00 3495 4/29/96 1,872 78% IMPROVEMENT PLAN
9/17/96 400.00 4093 9/18/96 -0% ACCESS ESMT COVENANT
30641 9/18/96 14,368,00 4095 9/19/96 14,368 .100% LANDSCAPE ]
10/18/96 11,021,00 4179 10/21/96 11,021 100% PALOMAR AIRPORT ROAD
Why no later invoices? -
203,255,41
231,844.05 199,667
• INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON -
SUMCOST2,XLS
Page 1 6/3/97
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CARLSBAD RANCH
CMWD PLAN CHECK
CARLSBAD MUNICIPAL WATER DISTRICT
I
INVOICE CHECK CHECK ELIGIBLE
INVOICE* DATE AMOUNT NUMBER DATE COST NOTES
1
747 4/29/93 500.00 1185 4/29/93 500.00
92-503 10/12/93 350.00 NOT ELIG.
850.00 . j
j
5/15/96 550.00 397 5/15/96 -3" WATER LINE
31206 8/1/96 400.00 4036 8/1/96 400,00, WATER EASEMENT
8/22/96 425.00 4069 8/22/96 425,00 LANDSCAPE PLAN
1/8/96 8,303.00 4160 ' 11/8/96 8,303,00 METER & SDCWA FEES
9,678.00
10,528.00 9,628:00
- ..
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PEtERSON
I
SUMC0ST2.XLS
Page 1 6/3/97
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CARLSBAD RANCH |
INSPECTION/PERMIT FEE
CITY OF CARLSBAD
INVOICE CHECK CHECK EUGIBLE
)NVOtCE# DATE AMOUNT NBJIVBER DATE COST % NOTES
INVOICE CHECK CHECK EUGIBLE
)NVOtCE# DATE AMOUNT NBJIVBER DATE COST % NOTES
1
5266 12/17/93 * 108,842,23 1376 12/17/93 108,842 100% IMPROVEMENT PimS
15179 8/4/94 5,510,00 2173 8/2/94 -0% NON-RESIDENTIAL PERMIT
5/30/95 4,000,00 98 6/5/95 920 23% GRADING PLAN EXTENSION
16312 6/7/95 157,981,47 102 6/6/95 157,981 .100% INSPECTION FEE
16310 6/7/95 150,000,00 102 6/6/95 34,500 23% GRADING FEES
22373 1/24/96 2,488,00 300 1/24/96 2,488 100% 1" WATER METER FOR CANNON ROAD
5/2/96 4,600,00 3498 5/2/96 1,058 23% GRADING PERMIT
30424 8/1/96 188,259.51 4039 8/1/96 43,300 23% GRADING FEES
8/22/96 4,600.00 4068 8/22/96 1,058 23% GRADING PERMIT
30565 9/4/96 800.00 4074 9/4/96 -0% INSPECTION
30635 9/18/96 800.00 4094 9/18/96 0% INSPECTION
10/2/96 800.00 4108 10/2/96 -0% INSPECTION
10/3/96 3,896.00 411 10/3/96 3,896 100% BLDG. PERMIT-PROMENADE
35100 10/29/96 800.00 4149 10/29/96 -.. 0% INSPECTION
35149 11/5/96 800.00 4158 11/5/96
- •
• 0% INSPECTION
11/18/96 19,200.00 4182 11/18/96 19,200 100% POTABLE & RECLAIMED CONN. FEE FOR 2" WATER METER
11/19/96 800.00 4183 11/19/96 -0% INSPECTION
1/24/97 400.00 4260 1/24/97 :o% INSPECTION
2/6/97 800.00 4273 2/6/97 --0% INSPECTION
2/20/97 1,200.00 4294 2/20/97 800 •67% INSPECTION
3/6/97 400.00 4325 3/6/97 --0% INSPECTION
4/7/97 200.00 4352 4/7/97 -.,-. 0% INSPECTION
- -- ..
548,334.98
657,177,21 374,043
• INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
SUMCOST2,XLS
Page 1 6/3/97
CARLSBAD RANCH 1
SURVEYING, STAKING, AS-BUlLTS
O'DAY CONSULTANTS
(Sorted by check number)
[
INVOICE CHECK CHECK ELIGIBLE
INVOICE # DATE AMOUNT NUMBER DATE COST PROJECT #
1
8228 6/23/95 9,153.00 149 . 8/8/95 89-1014E1
8255 7/11/95 17,746.25 173 9/13/95 89-1014E1
8274 7/28/95 3,650.75 173 9/13/95 89-1014E1
8306 8/11/95 2,753.63 200 -10/23/95 89-1014E1
8307 8/11/95 3,091.00 200 10/23/95 89-1014E1X
8451 10/23/95 24,804,98 272 12/21/95 89-1014E1
8452 10/23/95 9,230,43 272 12/21/95 89-1014E1X
8476 11/8/95 7,034.81 272 12/21/95 89-1014E1
8477 11/8/95 4,933.75 272 12/21/95 89-1014E1X
8531 12/5/95 8,507.97 272 12/21/95 89-1014E1
8532 12/5/95 10,676.25 272 12/21/95 89-1014E1X
* 101,582.82
8098 4/25/95 1,717.75 133 .7/11/95 89-1014X
8119 5/4/95 11,994.16 1:33 7/11/95 89-1014X
8151 5/18/95 17,524.23 149 8/8/95 89-1014X
8181 6/13/95 26,500.70 149 8/8/95 89-1014X
8205 6/22/95 20,571.80 164 8/25/95 89-1014X
8232 7/11/95 19,070.91 173 9/13/95 89-1014X
8261 7/26/95 10,769.78 173 9/13/95 89-1014X
8299 8/9/95 6,861.50 200 . 10/23/95 89-1014X
8313 8/29/95 10,186.24 200 10/23/95 89-1014X
8359 6/14/95 10,291.64 272 -12/21/95 89-1014X
8360 9/14/95 1,148.75 272 12/21/95 89-1014Z
8397 9/22/95 6,342.26 272 12/21/95 89-1014E1
8430 9/22/95 888.50 272 12/21/95 89-1014E1X
8458 10/23/95 3,589.09 272 12/21/95 89-1014X
8459 10/23/95 3,152.27 272 12/21/95 89-1014Z
8479 11/8/95 3,635.98 272 12/21/95 89-1014X
8480 11/8/95 8,902.42 272 12/21/95 89-1014Z
8535 12/5/95 1,992.36 272 12/21/95 89-1014X
8536 12/5/95 28,685.10 272 12/21/95 89-1014Y
8741 3/6/96 269.79 357 3/25/96 89-1014X
8560 1/9/96 5,151.69 368 4/10/96 89-1014Y
8587 1/9/96 5,562.09 368 4/10/96 89-1014Y
8791 3/22/96 534.50 377 4/24/96 89-1014X
8873 4/5/96 588.50 377 4/24/96 89-1014E1
8603 2/11/96 2,315.43 394 5/10/96 89-1014E1X
8661 2/12/96 137.50 394 5/10/96 89-1014Y
8663 2/12/96 7,625.50 394 5/10/96 89-1014Z
8664 2/12/96 8,646.70 394 5/10/96 89-1014E1
8702 2/22/96 4,549.38 394 5/10/96 89-1014E1X
SUMC0ST2.XLS Page 1 6/3/97
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I CARLSBAD RANCH
SURVEYING, STAKING, AS-BUILTS
O'DAY CONSULTANTS
(Sorted by check number)
INVOICE *
INVOICE CHECK
DATE AMOUNT NUMBER
CHECK ELIGIBLE
DATE COST PROJECT*
8383 9/18/95 11,438.05 439 6/25/96 89-1014E1X
8384 9/18/95 12,970.08 439 6/25/96 89-1014X
8596 1/24/96 13,259.49 439 6/25/96 89-1014E1X
8597 1/24/96 2,487.30 439 6/25/96 89-1014X
8662 2/12/96 565.43 439 6/25/96 89-1014X
8663 3/12/96 10,387.00 439 6/25/96 89-1014X
8701 3/22/96 3,146.50 439 6/25/96 89-1014X
8833 4/4/96 1,976.42 439 . 6/25/96 89-1014E1
8872 4/5/96 1,302.50 439 6/25/96 89-1014E1X
8884 4/23/96 1,494.54 4033 7/25/96 89-1014X
8923 5/7/96 5,069.15 4071 8/27/96 89-1014E1X
8924 5/7/96 2,021.73 4071 8/27/96 89-1014X
8977 5/24/96 947.00 4085 9/13/96 89-1014E1X
8978 5/24/96 4,387.53 4085 9/13/96 89-1014X
9019 6/4/96 2,845.92 4085 9/13/96 89-1014X
9059 6/21/96 5,196.60 4085 9/13/96 89-1014X
9092 7/9/96 4,867.50 4085 9/13/96 89-1014X
9128 7/22/96 3,427.40 4152 10/30/96 89-1014X
9153 8/8/96 592.50 4152 10/30/96 89-1014E1X
9154 8/8/96 3,558.54 4152 10/30/96 89-1014X
9197 8/28/96 2,515.70 4152 10/30/96 89-1014X
9241 9/10/96 2,393.40 4174 11/13/96 89-1014X
9296 9/23/96 3,947.92 4220 12/18/96 89-1014X
9309 10/11/96 5,846.28 4220 1.2/18/96 89-1014X
9398 11/6/96 11,442.80 4245 1/9/96 89-1014X
9431 12/11/96 9,396.18 4290 2/13/97 89-1014X
9472 12/26/96 3,895.03 4290 2/13/97 89-1014X
9504 1/7/97 4,917.42 4307 1/7/97 89-1014X
9556 1/27/97 2,020.77 4375 4/15/97 89-1014X
9601 2/6/97 2,106.10 4451 4/15/97 89-1014X
9628 2/26/97 487.50 4410 5/12/97 89-1014X
9858 5/20/97 7,181.31 89-1014AY1
9790 4/28/97 480.68 93-100901
9789 4/28/97 1,004.50 93-1009L
9705 3/19/97 4,604.75 89-1014AW1
9739 4/4/97 2,953.75 89-1014AW1
9789 4/28/97 1,004.50 93-1009L
9790 4/28/97 480.68 93-100901
9813 4/28/97 195.00 89-1014AW1
9819 5/8/97 220.35 89-1014X
388,242.32
SUMC0ST2.XLS Page 2 6/3/97
CARLSBAD RANCH
SURVEYING, STAKING, AS-BUILTS
O'DAY CONSULTANTS
(Sorted by check number)
t
INVOICE CHECK CHECK ELIGIBL£
INVOICE* DATE AMOUNT NUMBER DATE COST PROJECT*
489,825.14 1 235,000 (1)
8883 4/23/96 4,686.81 INVOICE MISSING FROM BOOK
9603 2/11/96 2,315.43 INVOICE MISSING FROM BOOK
8457 10/23/95 595.00 272 12/21/95
NOTE: (1) Per consultant's letter of 5/30/97.
* INVOICE & CANCELED CHECK COPIES PREVIOUSLY SUBMITTED TO G. PETERSON
PROJECT DESCRIPTION
- • 89-1014E1 CARLSBAD RANCH-CONSTRUCTION STAKING. CARLSBAD RANCH/CANNON ROAD
89-1014E1X CARLSBAD RANCH SURVEYING - EXTRA WORK
89-1014X CARLSBERG RANCH MISC. SURVEYING AND ENGINEERING AS REQUESTED
89-1014Y CARLSBAD RANCH - CONSTRUCTION CHANGE TO UNITS 1, 11 AND III
89-1014Z PROVIDE ENGINEERING SUPPORT - AS-BUILTS DURING CONSTRUCTION
SUMCOST2.XLS Page 3 6/3/97
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I CARLSBAD RANCH
LAND SURVEYING
MELCHIOR LAND SURVEYING
INVOICE CHECK CHECK ELIGIBLE
INVOICE * DATE AMOUNT NUMBER DATE COST NOTES
480 6/19/96 5,206.75 4050 8/15/96 742.50
481 6/19/96 21,000.00 4050 8/15/96 10,500.00
503 7/18/96 20,950.00 4106 9/30/96 10,902.50
504 7/18/96 1,535.00 4106 9/30/96
505 7/18/96 3,988.00 4106 9/30/96 735.50
528 8/23/96 1,025.00 4142 . 10/23/96
529 8/23/96 1,072.00 4142 10/23/96
530 8/23/96 34,285.00 4142 10/23/96 13,038.50
1548-10 9/26/96 12,800.00 4171 11/13/96 10,840.00
15488E 9/26/96 2,233.00 4171 11/13/96 1,278.50
1548-11 10/30/96 9,837.00 4244 1/9/97 5,010.00
1548-12E 10/30/96 10,123.75 4244 1/9/97 2,596.75
1248-14E 11/20/96 5,284.75 4244 1/9/97 962.50
1548-13 11/20/96 10,890.00 4244 1/9/97 6,681.00
1548-18A 12/23/96 405.00 4288 2/13/97 405.00
1548-17A 12/23/96 3,600.00 4288 2/13/97 1,800.00
1548-16E 12/23/96 2,679.00 4288 2/13/97 1,856.00
1548-15 12/23/96 8,130.00 4288 2/13/97 8,130.00
1548-20E 1/16/97 4,010.63 4306 2/25/97 1,420.88
1548-21E 1/16/97 2,244.00 4306 2/25/97 561.00
1548-19 1/16/97 2,033.00 4306 2/25/97 2,033.00
1548-25E 3/24/97 3,880.88 4409 5/12/97 1,730.00
1548-27A 4/3/97 24,300.00 4409 5/12/97 24,300.00
1548-22 2/21/97 677.00 4409 5/12/97 677.00
1548-23e 2/21/97 5,600.25 4409 5/12/97 L 2,369.00
1548-24A .2/21/97 272.00 4409 5/12/97 68.00
1
198,062.01 1 108,638 1
SUMC0ST2.XLS Page 1 6/3/97
CARLSBAD RANCH
A.D. 95-1 DEPOSITS
CITY OF CARLSBAD
ELIGIBLE
AMOUNT COST NOTES
Kadie-Jensen, Johnson and Bodnar 50,000.00 50,000.00 Tax Consultant/Financial Advisor
Roberts and Roberts 14,000.00 14,000.00 Appraiser
Brown and Diven 10,000.00 10,000.00 Bond Counsel
NBS Lowry 50,000.00 50,000.00 Assessment Engineer
124,000.00
1st deposit 50,000.00 Check #22, 2/1/95
2nt deposit 74,000.00 Check *2873, 7/17/95
124,000.00
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CARLSBAD RANCH - Grading Bonds 23% Eligible
GRADING & IMPROVEMENT BONDS - Improvement Bonds 69% Eligible
SHAW&HREN - Drainage Bonds 0% Eligible
- Traffic Signal Bonds 100% Eligible
! 1 1 INVOICE PREMIUM CHECK CHECK ELIGIBLE
POUCY# DATE AMOUNT NUMBER DATE siiiiiiiii NOTES
1 1
126-90-22 12/16/93 23,055.00 1419 2/2/94 5,302.65 23% Grading Bond (92-07 Units 1 & 2)
127-03-86 12/16/93 2,700.00 1419 2/2/94 2,700,00 100% Signal Bond (P.A.R./PDN Modification)
135-15-78 6/2/95 26,760.00 140 7/24/95 6,154.80 23% Grading Bond (92-07 Unit 3)
135-15-80 6/2/95 . 57,756.00 140 7/24/95 39,851.64 69% Improvements Bond (92-07 Unit 3)
126-90-22 11/8/95 11,528.00 369 4/10/96 2,651.44 23% Grading Bond (92-07 Units 1 & 2)[Renewal]
127-03-87 11/8/95 1,450.00 333 2/23/96 1,450.00 100% Signal Bond (Cannon/Armada)
141-63-58 7/29/96 33,555.00 4125 10/14/96 7,717.65 23% Grading Bond (94-09 Unit 1)
141-63-55 7/29/96 55,416.00 4125 10/14/96 38,237.04^ 69% Improvements Bond (94-09 Unit 1)
148-54-74 11/19/96 12,960.00 • 4209 12/9/96 ...-.v- • 0% Drainage Bond (Lego Storm Drain)
-~
-•-225,180.00 104,065.22
730 12/31/93 85,603.00 1419 2A2/94
700 6/30/95 93,346.00 140 7/24/95
730 11/30/96 42,802.00 333/369 2/23 & 4/10
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