SECURITIES AND EXCHANGE COMMISSION
Washington, D.C. 20549
FORM 10-K
(Mark One)
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ANNUAL REPORT PURSUANT TO SECTION 13 OR 15(d) OF THE SECURITIES EXCHANGE ACT OF
1934
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For the fiscal year ended
June 30, 2005
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o
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TRANSITION REPORT PURSUANT TO SECTION 13 OR 15(d) OF THE SECURITIES EXCHANGE ACT
OF 1934
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For the transition period from
to
Commission file number 0-19681
JOHN B. SANFILIPPO & SON, INC.
(Exact Name of Registrant as Specified in its Charter)
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Delaware
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36-2419677
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(State or Other Jurisdiction
of Incorporation or Organization)
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(I.R.S. Employer
Identification Number)
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2299 Busse Road
Elk Grove Village, Illinois 60007
(Address of Principal Executive Offices, Zip Code)
Registrants telephone number, including area code: (847) 593-2300
Securities registered pursuant to Section 12(b) of the Act: None
Securities registered pursuant to Section 12(g) of the Act:
Common Stock, $.01 par value per share
(Title of Class)
Indicate by check mark whether the registrant: (1) has filed all reports required to be filed
by Section 13 or 15(d) of the Securities Exchange Act of 1934, as amended (the Exchange Act),
during the preceding 12 months (or for such shorter period that the registrant was required to file
such reports), and (2) has been subject to such filing requirements for the past 90 days. Yes
þ
No
o
.
Indicate by check mark if disclosure of delinquent filers pursuant to Item 405 of Regulation
S-K (229.405 of this chapter) is not contained herein, and will not be contained to the best of
Registrants knowledge, in definitive proxy or information statements incorporated by reference in
Part III of this Form 10-K or any amendment to this Form 10-K
þ
.
Indicate by check mark whether the registrant is an accelerated filer (as defined in Exchange
Act Rule 12b-2). Yes
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No
o
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Indicate by check mark whether the registrant is a shell company (as defined in Rule 12b-2 of
the Exchange Act). Yes
o
No
þ
.
The aggregate market value of the voting Common Stock held by non-affiliates was $204,312,495
as of December 23, 2004 (7,843,090 shares at $26.05 per share).
As of September 2, 2005, 8,100,349 shares of the Companys Common Stock, $.01 par value
(Common Stock), including 117,900 treasury shares, and 2,597,426 shares of the Companys Class A
Common Stock, $.01 par value (Class A Stock), were outstanding.
Documents Incorporated by Reference:
Portions of the Companys definitive Proxy Statement for its Annual Meeting of Stockholders to
be held October 25, 2005 are incorporated by reference into Part III of this Report.
TABLE OF CONTENTS
PART I
Item 1 Business
a. General Development of Business
(i) Background
John B. Sanfilippo & Son, Inc. (the Company) was incorporated under the laws of the State of
Delaware in 1979 as the successor by merger to an Illinois corporation that was incorporated in
1959. As used herein, unless the context otherwise indicates, the term Company refers
collectively to John B. Sanfilippo & Son, Inc. and its previously wholly owned subsidiary, JBS
International, Inc., which was dissolved in November, 2004. The Companys fiscal year ends on the
final Thursday of June each year, and typically consists of fifty-two weeks (four thirteen week
quarters). Fiscal 2005, however, contained fifty-three weeks, with the fourth quarter containing
fourteen weeks. References herein to fiscal 2005 are to the fiscal year ended June 30, 2005.
References herein to fiscal 2004 are to the fiscal year ended June 24, 2004. References herein to
fiscal 2003 are to the fiscal year ended June 26, 2003.
The Company is one of the leading processors and marketers of tree nuts and peanuts in the United
States. These nuts are sold under a variety of private labels and under the Companys
Fisher,
Evons, Flavor Tree, Sunshine Country, Texas Pride
and
Tom Scott
brand names. The Company also
markets and distributes, and in most cases manufactures or processes, a diverse product line of
food and snack items, including peanut butter, candy and confections, natural snacks and trail
mixes, sunflower seeds, corn snacks, sesame sticks and other sesame snack products.
The Companys Internet website is accessible to the public at
http//www/jbssinc.com.
Information
about the Company, including the Companys annual reports on Form 10-K, quarterly reports on Form
10-Q, current reports on Form 8-K and amendments to those reports are made available free of charge
through the Companys Internet website as soon as reasonably practicable after such reports have
been filed with the United States Securities and Exchange Commission. The Companys materials
filed with the SEC are also available on the SECs website at
http://www/sec.gov
. The public may
read and copy any materials the Company files with the SEC at the SECs public reference room at
450 Fifth St., NW, Washington, DC 20549. The public may obtain information about the reference
room by calling the SEC at 1-800-SEC-0330.
The Companys headquarters and executive offices are located at 2299 Busse Road, Elk Grove Village,
Illinois 60007, and its telephone number for investor relations is (847) 593-2300, extension 6612.
(ii) Recent
Developments Facility Consolidation Project
In order to finance a portion of the Companys facility consolidation project and to provide for
the Companys general working capital needs, the Company received $65.0 million pursuant to a note
purchase agreement (the Note Agreement) entered into on December 16, 2004 with various lenders.
Under the terms of the Note Agreement, the notes have a maturity of ten years, bear interest at a
fixed 4.67% annual rate and are required to be repaid in equal semi-annual principal payments of
$3.6 million beginning on June 1, 2006. The proceeds from this financing were used to reduce the
Companys outstanding obligations under the Bank Credit Facility (as defined below) in order to
fund the procurement of inventories during the third quarter of fiscal 2005 and the $48.0 million
purchase of the Elgin, Illinois site (the Current Site) to be used for the Companys facility
consolidation project
.
On April 15, 2005, the Company closed on the $48.0 million purchase of the Current Site with the
final $46.0 million paid using available funds under the Bank Credit Facility. The Current Site
includes both an office building and a warehouse. The Company is leasing 41.5% of the office
building back to the seller for a three year period, with options for an additional seven years.
The remaining portion of the office building may be leased to third parties; however, further
capital expenditures, such as for increased parking availability, will be necessary to lease a
substantial portion of the remaining space. The 653,302 square foot warehouse is being expanded and
modified to serve as the Companys
2
principal processing and distribution facility and the Companys headquarters. Groundbreaking on
this expansion project occurred in August 2005. The construction is scheduled to be completed in
the spring of calendar 2006, with operations moving from the existing Chicago area locations, and
new equipment installed, on a gradual basis through calendar 2008.
The Company, along with related party partnerships that own a portion of the Companys Chicago area
facilities, has begun the process of selling these facilities. The Company intends to lease back
from the eventual buyer or buyers of these properties, those facilities that are necessary to run
the Companys business while the facility consolidation project is completed at the Current Site.
The Company estimates that these sale and leaseback transactions will be consummated during the
first half of fiscal 2006. Based upon initial bids received, the Company believes that proceeds
received from the sales will exceed the Companys carrying value of these assets in total. The
Companys Board of Directors has appointed an independent committee to explore alternatives with
respect to terminating the Companys existing leases for the properties owned by the related party
partnerships. The Company may be required to incur costs and/or enter into other arrangements with
the related party partnerships in this regard, however, the amount of any such costs or the nature
of any such arrangements have not been determined.
b. Narrative Description of Business
(i) General
As stated above, the Company is one of the leading processors and marketers of tree nuts and
peanuts in the United States. Through a deliberate strategy of capital expenditures and
complementary acquisitions, the Company has built a vertically integrated nut processing operation
that enables it to control every step of the process, including procurement from growers, shelling,
processing, packing and marketing. Vertical integration allows the Company to gain an early
understanding of raw material pricing and supply trends, to enhance product quality and to capture
additional processing margins. Products are sold through the major distribution channels to
significant buyers of nuts, including food retailers, industrial users for food manufacturing, food
service companies and international customers. Selling through a wide array of distribution
channels allows the Company to generate multiple revenue opportunities for the nuts it processes.
For example, whole almonds could be sold to food retailers and almond pieces could be sold to
industrial users. The Company processes and sells all major nut types consumed in the United
States, including peanuts, pecans, cashews, walnuts and almonds in a wide variety of package
styles, whereas most of the Companys competitors focus either on fewer nut types or narrower
varieties of packaging options. The Company processes all major nut types, thus offering its
customers a complete nut product offering. In addition, the Company is less susceptible to any
single nut types price or crop volume swings.
(ii) Principal Products
(A) Raw and Processed Nuts
The Companys principal products are raw and processed nuts. These products accounted for
approximately 91.2%, 90.7% and 88.6% of the Companys gross sales for fiscal 2005, fiscal 2004 and
fiscal 2003, respectively. The nut product line includes peanuts, almonds, Brazil nuts, pecans,
pistachios, filberts, cashews, English walnuts, black walnuts, pine nuts and macadamia nuts. The
Companys nut products are sold in numerous package styles and sizes, from poly-cellophane
packages, composite cans, vacuum packed tins, plastic jars and glass jars for retail sales, to
large cases and sacks for bulk sales to industrial, food service and government customers. In
addition, the Company offers its nut products in a variety of different styles and seasonings,
including natural (with skins), blanched (without skins), oil roasted, dry roasted, unsalted, honey
roasted, butter toffee, praline and cinnamon toasted. The Company sells its products domestically
to retailers and wholesalers as well as to industrial, food service and government customers. The
Company also sells certain of its products to foreign customers in the retail, food service and
industrial markets.
The Company acquires a substantial portion of its peanut, pecan, almond and walnut requirements
directly from domestic growers. The balance of the Companys raw nut supply is purchased from
importers, traders and domestic processors. In fiscal 2005, the majority of the Companys peanuts,
pecans and walnuts were shelled at the Companys four shelling facilities, and the remaining
portion was purchased
3
shelled from processors. See Raw Materials and Supplies and Item 2 Properties
Manufacturing Capability, Utilization, Technology and Engineering below.
(B) Peanut Butter
The Company manufactures and markets peanut butter in several sizes and varieties, including
creamy, crunchy and natural. Peanut butter accounted for approximately 3.6%, 3.6% and 4.0% of the
Companys gross sales for fiscal 2005, fiscal 2004 and fiscal 2003, respectively. A significant
portion of the Companys peanut butter sales were made pursuant to a contract with a single
customer that expired in May 2005. While peanut butter sales are expected to decrease in fiscal
2006, the effect on the Companys results of operations will not be significant due to the
relatively low amount of sales of peanut butter.
(C) Candy and Confections
The Company markets and distributes a wide assortment of candy and confections, accounting for
approximately 0.9%, 1.1% and 1.7% of the Companys gross sales for fiscal 2005, fiscal 2004 and
fiscal 2003, respectively. Most of these products are purchased from various candy manufacturers
and sold to retailers in bulk or retail packages under private labels or the
Evons
brand. The
majority of the Companys candy and confections sales and chocolate chip sales (included below in
Other Products) were made pursuant to a contract with a single customer that expired in May 2005.
While sales of these items are expected to decrease in fiscal 2006, the effect on the Companys
results of operations will not be significant due to the relatively low amount of sales of these
products.
(D) Other Products
The Company also markets and distributes, and in many cases processes and manufactures, a wide
assortment of other food and snack products. These products accounted for approximately 4.3%, 4.6%
and 5.7% of the Companys gross sales for fiscal 2005, fiscal 2004 and fiscal 2003, respectively.
These other products include: natural snacks, trail mixes and chocolate and yogurt coated products
sold to retailers and wholesalers; baking ingredients (including chocolate chips, peanut butter
chips and flaked coconut) sold to retailers, wholesalers, industrial and food service customers;
bulk food products sold to retail and food service customers; an assortment of corn snacks,
sunflower seeds, party mixes, sesame sticks and other sesame snack products sold to retail
supermarkets, vending companies, mass merchandisers and industrial customers; and a wide variety of
toppings for ice cream and yogurt sold to food service customers.
(iii) Customers
The Company sells products to approximately 3,100 customers, including approximately 100
international accounts. Retailers of the Companys products include grocery chains, mass
merchandisers, drug store chains, convenience stores and membership clubs. The Company markets
many of its products directly to approximately 500 retail stores in Illinois and five other states
through its store-door delivery system discussed below. Wholesale distributors purchase products
from the Company for resale to regional retail grocery chains and convenience stores.
The Companys industrial customers include bakeries, ice cream and candy manufacturers and other
food and snack processors. Food service customers include hospitals, schools, universities,
airlines, retail and wholesale restaurant businesses and national food service franchises. In
addition, the Company packages and distributes products manufactured or processed by others. Sales
to Wal-Mart Stores, Inc. accounted for approximately 18%, 19% and 17% of the Companys net sales
for fiscal 2005, fiscal 2004 and fiscal 2003, respectively.
(iv) Sales and Distribution
The Company markets its products through its own sales department and through a network of
approximately 150 independent brokers and various independent distributors and suppliers. The
Companys sales department consists of 57 employees, including 20 regional managers and 4 sales
specialists who manage internal sales efforts and 3 who oversee the food broker network.
4
The Company distributes its products from its Illinois, Georgia, California, North Carolina and
Texas production facilities and from public warehouse and distribution facilities located in
various other states. The majority of the Companys products are shipped from the Companys
production, warehouse and distribution facilities by contract and common carriers.
The Company distributes its products to approximately 500 convenience stores, supermarkets and
other retail customer locations through its store-door delivery system. Under this system, the
Company uses its own fleet of step-vans to market and distribute nuts, snacks and candy directly to
retail customers on a store-by-store basis. Presently, the store-door delivery system consists of
17 route salespeople covering routes located in Illinois and other Midwestern states. District and
regional route managers, as well as sales and marketing personnel operating out of the Companys
corporate offices, are responsible for monitoring and managing the route salespeople.
In the Chicago area, the Company operates thrift stores at two of its production facilities and at
four other retail stores. These stores sell bulk foods and other products produced by the Company
and by other vendors.
(v) Marketing
Marketing strategies are developed by distribution channel. Private label and branded consumer
efforts are focused on building brand awareness, attracting new customers and increasing
consumption in the snack and baking nut categories. Industrial and food service efforts are
focused on trade-oriented marketing.
The Companys consumer promotional campaigns include newspaper advertisements, coupon offers and
co-op advertising with select retail customers. The Company also conducts an integrated marketing
campaign using multiple media outlets for the promotion of the Fisher brand. The Company also
designs and manufactures point of purchase displays and bulk food dispensers for use by several of
its retail customers. Additionally, shipper display units are utilized in retail stores, in an
effort to gain additional temporary product placement and to drive sales volume.
Industrial and food service trade promotion includes attending regional and national trade shows,
trade publication advertising and one-on-one marketing. These promotional efforts highlight the
Companys processing capabilities, broad product portfolio, product customization and packaging
innovation. Additionally, the Company has established a number of co-branding relationships with
industrial customers.
Through participation in several trade associations, funding of industry research and sponsorship
of educational programs, the Company supports efforts to increase awareness of the health benefits,
convenience and versatility of nuts as both a snack and a recipe ingredient among existing and next
generation consumers of nuts.
(vi) Competition
The Companys nuts and other snack food products compete against products manufactured and sold by
numerous other companies in the snack food industry, some of which are substantially larger and
have greater resources than the Company. In the nut industry, the Company competes with, among
others, Planters, Ralcorp Holdings, Inc., Diamond Foods, Inc. and numerous regional snack food
processors. Competitive factors in the Companys markets include price, product quality, customer
service, breadth of product line, brand name awareness, method of distribution and sales promotion.
See Forward Looking Statements Factors That May Affect Future Results Competitive
Environment below.
(vii) Raw Materials and Supplies
The Company purchases nuts from domestic and foreign sources. In fiscal 2005, all of the Companys
peanuts, walnuts and almonds were purchased from domestic sources. The Company purchases its
pecans from the southern United States and Mexico. Cashew nuts are imported from India, Africa,
Brazil and Southeast Asia. For fiscal 2005, approximately 37% of the Companys nut purchases were
from foreign sources.
5
Competition in the nut shelling industry is driven by shellers ability to access and purchase raw
nuts, to shell the nuts efficiently and to sell the nuts to processors. The Company is the only
sheller of all five major domestic nut types and is among a select few shellers who further
process, package and sell nuts to the end-user. Raw material pricing pressure, the inability of
some shellers to extend credit to raw material suppliers and the high cost of equipment automation
have contributed to a consolidation among shellers across all nut types, especially peanuts and
pecans
.
The Company sponsors a seed exchange program under which it provides peanut seed to growers in
return for a commitment to repay the dollar value of that seed, plus interest, in the form of
farmer stock inshell peanuts at harvest. Approximately 79% of the farmer stock peanuts purchased
by the Company in fiscal 2005 were grown from seed provided by the Company. The Company also
contracts for the growing of a limited number of generations of peanut seeds to increase seed
quality and maintain desired genetic characteristics of the peanut seed used in processing.
The availability and cost of raw materials for the production of the Companys products, including
peanuts, pecans, walnuts, almonds, other nuts, roasting oil, sugar, dried fruit, coconut and
chocolate, are subject to crop size and yield fluctuations caused by factors beyond the Companys
control, such as weather conditions and plant diseases. These fluctuations can adversely impact
the Companys profitability. Additionally, the supply of edible nuts and other raw materials used
in the Companys products could be reduced upon a determination by the USDA or any other government
agency that certain pesticides, herbicides or other chemicals used by growers have left harmful
residues on portions of the crop or that the crop has been contaminated by aflatoxin or other
agents.
Due, in part, to the seasonal nature of the industry, the Company maintains significant inventories
of peanuts, pecans, walnuts and almonds at certain times of the year, especially in the second and
third quarters of the Companys fiscal year. Fluctuations in the market price of peanuts, pecans,
walnuts, almonds and other nuts may affect the value of the Companys inventory and thus the
Companys gross profit and gross profit margin. See Introduction, Fiscal 2005 Compared to
Fiscal 2004 Gross Profit and Fiscal 2004 Compared to Fiscal 2003 Gross Profit under Item 7
Managements Discussion and Analysis of Financial Condition and Results of Operations.
The Company purchases other inventory items, such as roasting oils, seasonings, glass jars, plastic
jars, labels, composite cans and other packaging materials, from third parties.
(viii) Trademarks and Patents
The Company markets its products primarily under private labels and the
Fisher, Evons, Sunshine
Country, Flavor Tree, Texas Pride and Tom Scott
brand names, which are registered as trademarks
with the U.S. Patent and Trademark Office as well as in various other jurisdictions. The Company
also owns several patents of various durations. The Company expects to continue to renew for the
foreseeable future those trademarks that are important to the Companys business.
(ix) Employees
As of June 30, 2005, the Company had approximately 1,740 active employees, including approximately
180 corporate staff employees and 1,560 production and distribution employees. The Companys labor
requirements typically peak during the last quarter of the calendar year, at which time temporary
labor is generally used to supplement the full-time work force.
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(x) Seasonality
The Companys business is seasonal. Demand for peanut and other nut products is highest during the
months of October, November and December. Peanuts, pecans, walnuts and almonds, the Companys
principal raw materials, are primarily purchased between August and February and are processed
throughout the year until the following harvest. As a result of this seasonality, the Companys
personnel requirements rise during the last four months of the calendar year. This seasonality
also impacts capacity utilization at the Companys Chicago area facilities, with these facilities
routinely operating at full capacity during the last four months of the calendar year. The
Companys working capital requirements generally peak during the third quarter of the Companys
fiscal year. See Item 8 Financial Statements and Supplementary Data and Item 7
Managements Discussion and Analysis of Financial Condition and Results of Operations
Introduction.
(xi) Backlog
Because the time between order and shipment is usually less than three weeks, the Company believes
that backlog as of a particular date is not indicative of annual sales.
(xii) 2002 Farm Bill
The Farm Security and Rural Investment Act of 2002 (the 2002 Farm Bill) terminated the federal
peanut quota program beginning with the 2002 crop year. Under the former federal peanut quota
program, the Company was required by the U.S. government to pay a minimum price for peanuts, most
recently $610 per ton. The 2002 Farm Bill replaced the federal peanut quota program with a fixed
payment system through the 2007 crop year that can be either coupled or decoupled. A coupled system
is tied to the actual amount of production, while a decoupled system is not. The series of loans
and subsidies established by the 2002 Farm Bill is similar to the systems used for other crops such
as grains and cotton. To compensate farmers for the elimination of the peanut quota, the 2002 Farm
Bill provides a buy-out at a specified rate for each pound of peanuts that had been in that
farmers quota under the prior program. This buy-out price has been lower than the support price in
effect under the former peanut quota program since the 2002 Farm Bill was enacted. Additionally,
among other provisions, the Secretary of Agriculture may make certain counter-cyclical payments
whenever the Secretary believes that the effective price for peanuts is less than the target price.
The termination of the federal peanut quota program resulted in a decrease in the Companys cost
for peanuts, beginning in fiscal 2003, due to the elimination of the support price, thus increasing
the gross profit and gross profit margin on peanut sales. This positive effect on the Companys
gross margin was partially offset by a decrease in peanut selling prices. There are no assurances
that selling prices for peanuts will not be adversely affected in the future or that the
termination of the federal peanut quota program will not have an adverse effect on the Companys
gross profit and gross profit margin.
(xiii) Operating Hazards and Uninsured Risks
The sale of food products for human consumption involves the risk of injury to consumers as a
result of product contamination or spoilage, including the presence of foreign objects, substances,
chemicals, aflatoxin and other agents, or residues introduced during the growing, storage, handling
or transportation phases. Although the Company maintains rigid quality control standards, inspects
its products by visual examination, metal detectors or electronic monitors at various stages of its
shelling and processing operations for all of its nut and other food products, permits the USDA to
inspect all lots of peanuts shipped to and from the Companys peanut shelling facilities, and
complies with the Nutrition Labeling and Education Act by labeling each product that it sells with
labels that disclose the nutritional value and content of each of the Companys products, no
assurance can be given that some nut or other food products sold by the Company may not contain or
develop harmful substances. The Company currently maintains product liability insurance of $1
million per occurrence and umbrella coverage of up to $50 million which management and the
Companys insurance carriers believe to be adequate.
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Item 2
Properties
The Company presently owns or leases seven principal production facilities. Two of these
facilities are located in Elk Grove Village, Illinois. The first Elk Grove Village facility, the
Busse Road facility, serves as the Companys corporate headquarters and main processing facility
and is owned in part by the Company and in part by a related party partnership (See footnote 1 in
the table below). The other Elk Grove Village facility is located on Arthur Avenue adjacent to the
Busse Road facility. The remaining principal production facilities are located in Bainbridge,
Georgia; Garysburg, North Carolina; Selma, Texas; Gustine, California; and Arlington Heights,
Illinois. The Company also leases warehousing facilities in Des Plaines, Illinois and Elk Grove
Village, Illinois. In addition, the Company operates thrift stores out of the Busse Road facility
and the Des Plaines facility, and owns one retail store and leases three additional retail stores
in the Chicago area. The Company also leases space in public warehouse facilities in various
states.
The Company believes that its facilities are generally well maintained and in good operating
condition
.
a. Principal Facilities
The following table provides certain information regarding the Companys principal facilities:
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Date Company
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Type
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Constructed,
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Square
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of
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Description of
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Acquired or First
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Location
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Footage
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Interest
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Principal Use
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Occupied
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Elk
Grove Village,
Illinois
(1)
(Busse Road facility)
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300,000
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Leased/ Owned
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Processing,
packaging,
warehousing,
distribution,
corporate offices
and thrift store
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1981
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Elk
Grove Village, Illinois
(Arthur Avenue facility)
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83,000
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Owned
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Processing,
packaging,
warehousing and
distribution
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1989
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Des Plaines, Illinois
(2)
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68,000
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Leased
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Warehousing and
thrift store
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1974
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Bainbridge, Georgia
(3)
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245,000
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Owned
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Peanut shelling,
purchasing,
processing,
packaging,
warehousing and
distribution
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1987
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Garysburg, North Carolina
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160,000
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Owned
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Peanut shelling,
purchasing,
processing,
packaging,
warehousing and
distribution
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1994
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Selma, Texas
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300,000
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Owned
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Pecan shelling,
processing,
packaging,
warehousing and
distribution
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1992
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8
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Date Company
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Type
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Constructed,
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Square
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of
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Description of
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Acquired or First
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Location
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Footage
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Interest
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Principal Use
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Occupied
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Gustine, California
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215,000
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Owned
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Walnut shelling,
processing,
packaging,
warehousing and
distribution
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1993
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Arlington Heights, Illinois
(4)
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83,000
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Owned
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Processing,
packaging,
warehousing and
distribution
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1994
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Elk Grove Village,
Illinois
(5)
(2400 Arthur
facility)
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230,000
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Leased
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Distribution
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2003
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Elk Grove Village,
Illinois
(6)
(1951 Arthur
facility)
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68,000
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Leased
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Warehousing
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2004
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|
|
|
|
|
|
|
Elgin, Illinois
(7)
(Elgin Office Building)
|
|
|
400,000
|
|
|
Owned
|
|
Rental property
|
|
|
2005
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Elgin, Illinois
(8)
(Elgin Warehouse Building)
|
|
|
653,000
|
|
|
Owned
|
|
Future processing,
packaging,
warehousing,
distribution and
corporate offices
|
|
|
2005
|
|
(1)
|
|
Approximately 240,000 square feet of the Busse Road facility is leased from the Busse Land
Trust under a lease that expires on May 31, 2015. Under the terms of the lease, the Company
has a right of first refusal and a right of first offer with respect to this portion of the
Busse Road facility. The remaining 60,000 square feet of space at the Busse Road facility
(the Addition) was constructed by the Company in 1994 on property owned by the Busse Land
Trust and on property owned by the Company. Accordingly, (i) the Company and the Busse Land
Trust entered into a ground lease with a term beginning January 1, 1995 pursuant to which the
Company leases from the Busse Land Trust the land on which a portion of the Addition is
situated (the Busse Addition Property), and (ii) the Company, the Busse Land Trust and the
sole beneficiary of the Busse Land Trust entered into a party wall agreement effective as of
January 1, 1995, which sets forth the respective rights and obligations of the Company and the
Busse Land Trust with respect to the common wall which separates the existing Busse Road
facility and the Addition. The ground lease has a term that expires on May 31, 2015 (the same
date on which the Companys lease for the Busse Road facility expires). The Company has an
option to extend the term of the ground lease for one five-year term, an option to purchase
the Busse Addition Property at its then appraised fair market value at any time during the
term of the ground lease, and a right of first refusal with respect to the Busse Addition
Property. The Busse Road facility is anticipated to be sold in fiscal 2006 to a third party
and leased back by the Company for the time necessary to move operations to the Current Site.
See Compensation Committee Interlocks, Insider Participation and Certain Transactions
Lease Arrangements contained in the Companys Proxy Statement for the 2005 Annual Meeting.
|
|
(2)
|
|
The Des Plaines facility is leased under a lease that expires on October 31, 2010. The Des
Plaines facility is also subject to a mortgage securing a loan from an unrelated third party
lender to the related party lessor in the original principal amount of approximately $1.6
million. The rights of the Company under the lease are subject and subordinate to the rights
of the lender. Accordingly, a default by the lessor under the loan could result in foreclosure
on the facility and thereby adversely affect the Companys leasehold interest. The Des Plaines
facility is anticipated to be sold in fiscal 2006. See Compensation Committee Interlocks,
Insider Participation and Certain Transactions Lease Arrangements contained in the
Companys Proxy Statement for the 2004 Annual Meeting.
|
9
(3)
|
|
The Bainbridge facility is subject to a mortgage and deed of trust securing $6.19 million
(excluding accrued and unpaid interest) in industrial development bonds. See Item 7
Managements Discussion and Analysis of Financial Condition and Results of Operations
Liquidity and Capital Resources.
|
|
(4)
|
|
The Arlington Heights facility is subject to a mortgage dated September 27, 1995 securing a
loan of $2.5 million with a maturity date of October 1, 2015. It is anticipated that the
Arlington Heights facility will be sold in fiscal 2006 and leased back to the Company for the
time necessary to move operations to the Current Site.
|
|
(5)
|
|
The Company has notified the lessor of the 2400 Arthur facility that the Company is
exercising its right to terminate the lease effective March 31, 2006.
|
|
(6)
|
|
The 1951 Arthur facility is leased under a lease that expires on September 30, 2006 with an
option for the Company to terminate the lease at March 31, 2006 if notification occurs by
September 30, 2005.
|
|
(7)
|
|
The Elgin Office Building was acquired in April 2005 in combination with the acquisition of
the Current Site. 41.5% of the Elgin Office Building is being leased back to the seller for
three years, with options for an additional seven years. The remaining portion of the office
building may be leased to third parties; however, further capital expenditures, such as for
increased parking availability, will be necessary to lease a substantial portion of the
remaining space.
|
|
|
|
Prior to the acquisition of the Current Site, the Company acquired another parcel of land in
Elgin, Illinois in connection with the facility consolidation project. See Managements
Discussion and Analysis of Financial Condition and Results of
Operations Introduction.
|
|
(8)
|
|
The Elgin Warehouse Building was acquired in April 2005 and will be modified and expanded to
the Companys specifications.
|
b. Manufacturing Capability, Utilization, Technology and Engineering
The Companys principal production facilities are equipped with modern processing and packaging
machinery and equipment.
The physical structure and the layout of the production line at the Busse Road facility were
designed so that peanuts and other nuts can be processed, jarred and packed in cases for
distribution on a completely automated basis. The facility also has production lines for chocolate
chips, candies, peanut butter and other products processed or packaged by the Company.
The Selma facility contains the Companys automated pecan shelling and bulk packaging operation.
The facilitys pecan shelling production lines currently have the capacity to shell in excess of 90
million inshell pounds of pecans annually. For fiscal 2005, the Company processed approximately 70
million inshell pounds of pecans at the Selma, Texas facility.
The Bainbridge facility is located in the largest peanut producing region in the United States.
This facility takes direct delivery of farmer stock peanuts and cleans, shells, sizes, inspects,
blanches, roasts and packages them for sale to the Companys customers. The production line at the
Bainbridge facility is almost entirely automated and has the capacity to shell approximately 120
million inshell pounds of peanuts annually. During fiscal 2005, the Bainbridge facility shelled
approximately 92 million inshell pounds of peanuts.
The Garysburg facility has the capacity to process approximately 70 million inshell pounds of
farmer stock peanuts annually. For fiscal 2005, the Garysburg facility processed approximately 31
million pounds of inshell peanuts.
The Gustine facility is used for walnut shelling, walnut and almond processing, warehousing and
distribution. This facility has the capacity to shell in excess of 50 million inshell pounds of
walnuts annually. For fiscal 2005, the Gustine facility shelled approximately 49 million inshell
pounds of walnuts. The Gustine facility has the capacity to process in excess of 50 million pounds
of almonds annually. For fiscal 2005, the
10
Gustine facility processed approximately 30 million pounds of almonds.
The Arlington Heights facility is used for the production and packaging of the majority of the
Companys Fisher Nut products, the stand-up pouch packaging for its Flavor Tree brand products
and for the production and packaging of the Companys sunflower seeds. The Arlington Heights
facility is well utilized.
c. Facility Consolidation Project
The possibility of continued growth at current levels, and the seasonality of the Companys
business that has caused full-capacity utilization rates at the Companys Chicago area facilities,
has led the Company to explore additional means of expanding its production capacity and enhancing
its operational efficiency. As a result, the Company is consolidating its six Chicago area
facilities into a single location through the construction of a new production facility in Elgin,
Illinois. See Item 7 Managements Discussion and Analysis of Financial Condition and Results
of Operations Capital Expenditures and Capital Resources.
This facility consolidation project is anticipated to achieve two primary objectives. First, the
consolidation is intended to generate cost savings through the elimination of redundant costs and
improvements in manufacturing efficiencies. Second, the new facility is expected to initially
increase production capacity by 25% to 40% and would provide substantially more square footage than
the aggregate space now available in the Companys existing Chicago area facilities to support
future growth in the Companys business.
The Company has recently broken ground at the Current Site. It is anticipated that the project
will be completely placed in service by December 2008. The total additional cost of the project
(above the $48.0 million acquisition cost) is estimated to be between $40 and $50 million, which
will be financed through the Bank Credit Facility, proceeds from the sale of existing facilities
and available cash flow from operations. Although the Company currently believes the new facility
would be accretive within three to four years of groundbreaking, there can be no assurances as to
the timing or the impact on the Companys net income. See Factors That May Affect Future Results
Risks and Uncertainties Regarding Facility Consolidation Project.
Item 3 Legal Proceedings
On June 17, 2003, the Company received a subpoena for the production of documents and records from
a grand jury in connection with an investigation of a portion of the peanut shelling industry by
the Antitrust Division of the United States Department of Justice. The Company believes the
investigation relates to procurement pricing practices, but it could concern other or additional
business practices. The Company has responded to the subpoena and has produced documents to the
Department of Justice, and two employees of the Company have appeared before the grand jury. The
investigation, of which the Company and the employees are subjects, is on-going. The investigation
may have a material adverse effect on the Companys business, financial condition and results of
operations, and on the peanut shelling industry.
The Company is party to various lawsuits, proceedings and other matters arising out of the conduct
of its business. Currently, it is managements opinion that the ultimate resolution of these
matters will not have a material adverse effect upon the business, financial condition or results
of operations of the Company.
Item 4 Submission of Matters to a Vote of Security Holders
No matter was submitted during the fourth quarter of fiscal 2005 to a vote of security holders,
through solicitation of proxies or otherwise.
11
EXECUTIVE OFFICERS OF THE REGISTRANT
Pursuant to General Instruction G (3) of Form 10-K and Instruction 3 to Item 401(b) of Regulation
S-K, the following information is included as an unnumbered item in Part I of this Report in lieu
of being included in the Proxy Statement for the Companys annual meeting of stockholders to be
held on October 25, 2005:
Jasper B. Sanfilippo, Chairman of the Board and Chief Executive Officer
, age 74 Mr. Sanfilippo
has been employed by the Company since 1953. Mr. Sanfilippo served as the Companys President from
1982 to December 1995 and was the Companys Treasurer from 1959 to October 1991. He became the
Companys Chairman of the Board and Chief Executive Officer in October 1991 and has been a member
of the Companys Board of Directors since 1959. Mr. Sanfilippo was also a member of the Companys
Compensation Committee until April 28, 2004 (when that committee was terminated and its
responsibilities assumed by the Compensation, Nominating and Corporate Governance Committee) and
the Stock Option Committee until February 27, 1997 (when that Committee was disbanded).
Mathias A. Valentine, President
, age 72 Mr. Valentine has been employed by the Company since
1960 and was named its President in December 1995. He served as the Companys Secretary from 1969
to December 1995, as its Executive Vice President from 1987 to October 1991 and as its Senior
Executive Vice President and Treasurer from October 1991 to December 1995. He has been a member of
the Companys Board of Directors since 1969. Mr. Valentine was also a member of the Companys
Compensation Committee until April 28, 2004 (when that committee was terminated and its
responsibilities assumed by the Compensation, Nominating and Corporate Governance Committee) and
the Stock Option Committee until February 27, 1997 (when that Committee was disbanded).
Michael J. Valentine, Executive Vice President Finance, Chief Financial Officer and Secretary
, age
46 Mr. Valentine has been employed by the Company since 1987 and in January 2001 was named its
Executive Vice President Finance, Chief Financial Officer and Secretary. Mr. Valentine served as
the Companys Senior Vice President and Secretary from August 1999 to January 2001. Mr. Valentine
has been a member of the Companys Board of Directors since April 1997. Mr. Valentine served as
the Companys Vice President and Secretary from December 1995 to August 1999. He served as an
Assistant Secretary and the General Manager of External Operations for the Company from June 1987
and 1990, respectively, to December 1995. Mr. Valentines responsibilities also include the
Companys peanut operations, including sales and procurement, and contract packaging business.
Jeffrey T. Sanfilippo, Executive Vice President Sales and Marketing
, age 42 Mr. Sanfilippo has
been employed by the Company since 1991 and in January 2001 was named its Executive Vice President
Sales and Marketing. Mr. Sanfilippo served as the Companys Senior Vice President Sales and
Marketing from August 1999 to January 2001. Mr. Sanfilippo has been a member of the Companys
Board of Directors since August 1999. He served as General Manager West Coast Operations from
September 1991 to September 1993. He served as Vice President West Coast Operations and Sales from
October 1993 to September 1995. He served as Vice President Sales and Marketing from October 1995
to August 1999.
Jasper B. Sanfilippo, Jr., Executive Vice President of Operations and Assistant Secretary
, age 37
Mr. Sanfilippo became a member of the Companys Board of Directors in December 2003. Mr.
Sanfilippo has been employed by the Company since 1992 and in 2001 was named Executive Vice
President Operations, retaining his position as Assistant Secretary, which he assumed in December
1995. He became the Companys Senior Vice President Operations in August 1999 and served as Vice
President Operations between December 1995 and August 1999. Prior to that, Mr. Sanfilippo was the
General Manager of the Companys Gustine, California facility beginning in October 1995, and from
June 1992 to October 1995 he served as Assistant Treasurer and worked in the Companys Financial
Relations Department. Mr. Sanfilippo is responsible for the Companys non-peanut shelling
operations, including plant operations and procurement.
James A. Valentine, Executive Vice President Information Technology
, age 41 Mr. Valentine has
been employed by the Company since 1986 and in August 2001 was named Executive Vice President
Information Technology. Mr. Valentine served as Senior Vice President Information Technology from
January 2000 to August 2001 and as Vice President of Management Information Systems from January
1995 to January 2000.
12
James M. Barker, Senior Vice President Sales and Marketing
, age 40 Mr. Barker has been employed
by the Company since 1996 and in March 2001 was named Senior Vice President Sales and Marketing.
He served as Vice President of Sales and Marketing from December 1998 to March 2001, Vice President
of Marketing from December 1996 to December 1998 and Director of Marketing from January 1996 to
December 1996.
William R. Pokrajac, Vice President of Finance
, age 51 Mr. Pokrajac has been with the Company
since 1985 and was named Vice President of Finance and Controller in August 2001. He served as the
Companys Controller from 1987 to August 2003. Mr. Pokrajac is responsible for the Companys
accounting and inventory control functions.
Walter R. Tankersley, Jr., Senior Vice President Industrial Sales
, age 53 Mr. Tankersley has
been with the Company since 2002 as the Vice President of Industrial Sales, and was named Senior
Vice President in August 2003. He was previously Director of Industrial Sales at Mauna Loa
Macadamia Co. from September 2000 to December 2001 and Vice President of Sales and Marketing with
the Young Pecan Company from November 1992 to August 2000.
Everardo Soria, Senior Vice President Pecan Operations and Procurement
, age 48 Mr. Soria has
been with the Company since 1985. Mr. Soria was named Director of Pecan Operations in July 1995 and
was named Vice President Pecan Operations and Procurement in January 2002. Mr. Soria was named
Senior Vice President Pecan Operations and Procurement in August 2003. Mr. Soria is responsible for
the procurement of pecans and for the shelling of pecans at the Companys Selma, Texas facility.
Herbert J. Marros, Controller
, age 47 Mr. Marros has been with the Company since 1995 as
Assistant Controller and was named Controller in August 2003. Mr. Marros is responsible for the
Companys financial reporting.
Charles M. Nicketta, Senior Vice President of Manufacturing
, age 57 Mr. Nicketta has been with
the Company since 1983. Mr. Nicketta was named Director of Manufacturing in July 1985 and was named
Vice President of Manufacturing in August 2001. Mr. Nicketta was named Senior Vice President of
Manufacturing in August 2004. Mr. Nicketta is responsible for the Companys production design,
engineering and facilities expansion.
On August 25, 2005, the Companys Compensation, Nominating and Corporate Governance Committee
approved a Supplemental Retirement Plan (the SERP) to cover certain executive officers of the
Company. The purpose of the SERP is to provide an unfunded, non-qualified deferred compensation
monthly benefit upon retirement, disability or death to a select group of management and key
employees of the Company. The monthly benefit is based upon each individuals earnings and his
number of years of service. The Company expects the annual expense of the SERP to be $2.2 million
for fiscal 2006.
RELATIONSHIPS AMONG CERTAIN DIRECTORS AND EXECUTIVE OFFICERS
Jasper B. Sanfilippo, Chairman of the Board and Chief Executive Officer and a director of the
Company, is (i) the father of Jasper B. Sanfilippo, Jr. and Jeffrey T. Sanfilippo, executive
officers and directors of the Company, (ii) the brother-in-law of Mathias A. Valentine, President
and a director of the Company, and (iii) the uncle of Michael J. Valentine, an executive officer
and a director of the Company and James A. Valentine, an executive officer of the Company. Mathias
A. Valentine, President and a director of the Company, is (i) the brother-in-law of Jasper B.
Sanfilippo, (ii) the uncle of Jasper B. Sanfilippo, Jr. and Jeffrey T. Sanfilippo, and (iii) the
father of Michael J. Valentine and James A. Valentine. Michael J. Valentine, Executive Vice
President, Chief Financial Officer and Secretary and a director of the Company, is (i) the son of
Mathias A. Valentine, (ii) the brother of James A. Valentine, (iii) the nephew of Jasper B.
Sanfilippo, and (iv) the cousin of Jasper B. Sanfilippo, Jr. and Jeffrey T. Sanfilippo. Jeffrey T.
Sanfilippo, Executive Vice President Sales and Marketing and a director of the Company, is (i) the
son of Jasper B. Sanfilippo, (ii) the brother of Jasper B. Sanfilippo, Jr., (iii) the nephew of
Mathias A Valentine, and (iv) the cousin of Michael J. Valentine and James A. Valentine. Jasper B.
Sanfilippo, Jr., Executive Vice President of Operations and a director of the Company, is (i) the
son of Jasper B. Sanfilippo, (ii) the brother of Jeffrey
13
T. Sanfilippo, (iii) the nephew of Mathias A. Valentine, and (iv) the cousin of Michael J.
Valentine and James A. Valentine. James A. Valentine, Executive Vice President Information
Technology, is (i) the son of Mathias A. Valentine, (ii) the brother of Michael J Valentine, (iii)
the nephew of Jasper B. Sanfilippo, and (iv) the cousin of Jasper B. Sanfilippo, Jr. and Jeffrey T.
Sanfilippo.
PART II
Item 5 Market for Registrants Common Equity and Related Stockholder Matters
The Company has two classes of stock: Class A Common Stock (Class A Stock) and Common Stock. The
holders of Common Stock are entitled to elect 25% of the members of the Board of Directors, rounded
up to the nearest whole number, and the holders of Class A Stock are entitled to elect the
remaining directors. With respect to matters other than the election of directors or any matters
for which class voting is required by law, the holders of Common Stock are entitled to one vote per
share while the holders of Class A Stock are entitled to ten votes per share. The Companys Class
A Stock is not registered under the Securities Act of 1933 and there is no established public
trading market for the Class A Stock. However, each share of Class A Stock is convertible at the
option of the holder at any time and from time to time (and, upon the occurrence of certain events
specified in the Companys Restated Certificate of Incorporation, automatically converts) into one
share of Common Stock.
The Common Stock of the Company is quoted on the NASDAQ National Market and its trading symbol is
JBSS. The following tables set forth, for the quarters indicated, the high and low reported last
sales prices for the Common Stock as reported on the NASDAQ national market.
|
|
|
|
|
|
|
|
|
|
|
Price Range of
|
|
|
|
Common Stock
|
|
Year Ended June 30, 2005
|
|
High
|
|
|
Low
|
|
4
th
Quarter
|
|
$
|
24.65
|
|
|
$
|
20.20
|
|
3
rd
Quarter
|
|
$
|
26.80
|
|
|
$
|
22.87
|
|
2
nd
Quarter
|
|
$
|
26.20
|
|
|
$
|
15.60
|
|
1
st
Quarter
|
|
$
|
29.08
|
|
|
$
|
22.36
|
|
|
|
|
|
|
|
|
|
|
|
|
Price Range of
|
|
|
|
Common Stock
|
|
Year Ended June 24, 2004
|
|
High
|
|
|
Low
|
|
4
th
Quarter
|
|
$
|
37.85
|
|
|
$
|
23.20
|
|
3
rd
Quarter
|
|
$
|
54.90
|
|
|
$
|
32.17
|
|
2
nd
Quarter
|
|
$
|
50.20
|
|
|
$
|
21.00
|
|
1
st
Quarter
|
|
$
|
21.64
|
|
|
$
|
12.50
|
|
As of September 2, 2005, there were approximately 78 holders and 16 holders of record of the
Companys Common Stock and Class A Stock, respectively.
Under the Companys Restated Certificate of Incorporation, the Class A Stock and the Common Stock
are entitled to share equally on a share for share basis in any dividends declared by the Board of
Directors on the Companys common equity.
No dividends have been declared since 1995. The Company does not expect to pay any cash dividends
in the foreseeable future because cash flow from operations will be used to finance future growth,
including its facility consolidation project. In addition, the Companys current financing
agreements restrict the payment of annual dividends to amounts specified in the loan agreements.
The declaration and payment of future dividends will be at the sole discretion of the Board of
Directors and will depend on the Companys profitability, financial condition, cash requirements,
future prospects and other factors deemed relevant by the Board of Directors. See Item 7
Managements Discussion and Analysis of Financial Condition and Results of Operations Liquidity
and Capital Resources.
14
For purposes of the calculation of the aggregate market value of the Companys voting stock held by
nonaffiliates of the Company as set forth on the cover page of this Report, the Company did not
consider any of the siblings of Jasper B. Sanfilippo, or any of the lineal descendants (all of whom
are adults and some of whom are employed by the Company) of either Jasper B. Sanfilippo, Mathias A.
Valentine or such siblings (other than those who are executive officers of the Company) as an
affiliate of the Company. See Compensation Committee Interlocks, Insider Participation and
Certain Transactions and Security Ownership of Certain Beneficial Owners and Management
contained in the Companys Proxy Statement for the 2005 Annual Meeting and Executive Officers of
the Registrant Relationships Among Certain Directors and Executive Officers appearing
immediately after Part I of this Report.
SECURITIES AUTHORIZED FOR ISSUANCE UNDER EQUITY COMPENSATION PLANS
The following table summarizes the Companys equity compensation plans as of June 30, 2005:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Number of
|
|
|
|
|
|
|
|
|
|
|
|
securities
|
|
|
|
|
|
|
|
|
|
|
|
remaining available
|
|
|
|
|
|
|
|
|
|
|
|
for future issuance
|
|
|
|
|
|
|
|
|
|
|
|
under equity
|
|
|
|
|
|
|
|
|
|
|
|
compensation plans
|
|
|
|
Number of
|
|
|
|
|
|
|
(excluding
|
|
|
|
securities to be
|
|
|
Weighted average
|
|
|
securities
|
|
|
|
issued upon
|
|
|
exercise price of
|
|
|
reflected in the
|
|
|
|
exercise of options
|
|
|
outstanding options
|
|
|
first column)
|
|
Equity compensation
plans approved by
stockholders
|
|
|
314,190
|
|
|
$
|
12.37
|
|
|
|
221,500
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Equity compensation
plans not approved
by stockholders
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
|
314,190
|
|
|
$
|
12.37
|
|
|
|
221,500
|
|
|
|
|
|
|
|
|
|
|
|
|
15
Item 6 Selected Financial Data
The following historical consolidated financial data as of and for the years ended June 30, 2005,
June 24, 2004, June 26, 2003, June 27, 2002 and June 28, 2001 were derived from the Companys
consolidated financial statements. The financial data should be read in conjunction with the
Companys audited consolidated financial statements and notes thereto, which are included elsewhere
herein, and with Managements Discussion and Analysis of Financial Condition and Results of
Operations. The information below is not necessarily indicative of the results of future
operations. No dividends have been declared since 1995.
Statement of Operations Data:
($ in thousands, except per share data)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
June 26,
|
|
|
June 27,
|
|
|
June 28,
|
|
|
|
2005
|
|
|
2004
|
|
|
2003
|
|
|
2002
|
|
|
2001
|
|
Net sales
|
|
$
|
581,729
|
|
|
$
|
520,811
|
|
|
$
|
419,677
|
|
|
$
|
352,799
|
|
|
$
|
342,357
|
|
Cost of sales
|
|
|
503,300
|
|
|
|
428,967
|
|
|
|
346,755
|
|
|
|
294,999
|
|
|
|
283,052
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gross profit
|
|
|
78,429
|
|
|
|
91,844
|
|
|
|
72,922
|
|
|
|
57,800
|
|
|
|
59,305
|
|
Selling and administrative expenses
|
|
|
51,842
|
|
|
|
50,780
|
|
|
|
44,093
|
|
|
|
39,898
|
|
|
|
38,904
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Income from operations
|
|
|
26,587
|
|
|
|
41,064
|
|
|
|
28,829
|
|
|
|
17,902
|
|
|
|
20,401
|
|
Interest expense
|
|
|
(3,998
|
)
|
|
|
(3,434
|
)
|
|
|
(4,681
|
)
|
|
|
(5,757
|
)
|
|
|
(8,365
|
)
|
Debt extinguishment fees
|
|
|
|
|
|
|
(972
|
)
|
|
|
|
|
|
|
|
|
|
|
|
|
Rental and miscellaneous income, net
|
|
|
1,179
|
|
|
|
440
|
|
|
|
486
|
|
|
|
590
|
|
|
|
622
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Income before income taxes
|
|
|
23,768
|
|
|
|
37,098
|
|
|
|
24,634
|
|
|
|
12,735
|
|
|
|
12,658
|
|
Income tax expense
|
|
|
9,269
|
|
|
|
14,468
|
|
|
|
9,607
|
|
|
|
5,044
|
|
|
|
5,063
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net income
|
|
$
|
14,499
|
|
|
$
|
22,630
|
|
|
$
|
15,027
|
|
|
$
|
7,691
|
|
|
$
|
7,595
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Basic earnings per common share
|
|
$
|
1.37
|
|
|
$
|
2.35
|
|
|
$
|
1.63
|
|
|
$
|
0.84
|
|
|
$
|
0.83
|
|
Diluted earnings per common share
|
|
$
|
1.35
|
|
|
$
|
2.32
|
|
|
$
|
1.61
|
|
|
$
|
0.84
|
|
|
$
|
0.83
|
|
Balance Sheet Data:
($ in thousands)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
June 26,
|
|
|
June 27,
|
|
|
June 28,
|
|
|
|
2005
|
|
|
2004
|
|
|
2003
|
|
|
2002
|
|
|
2001
|
|
Working capital
|
|
$
|
137,764
|
|
|
$
|
122,854
|
|
|
$
|
75,182
|
|
|
$
|
67,645
|
|
|
$
|
55,055
|
|
Total assets
|
|
|
394,472
|
|
|
|
246,934
|
|
|
|
223,727
|
|
|
|
206,815
|
|
|
|
211,007
|
|
Long-term debt, less current maturities
|
|
|
67,002
|
|
|
|
12,620
|
|
|
|
29,640
|
|
|
|
40,421
|
|
|
|
39,109
|
|
Total debt
|
|
|
144,174
|
|
|
|
19,166
|
|
|
|
70,118
|
|
|
|
69,623
|
|
|
|
89,307
|
|
Stockholders equity
|
|
|
196,175
|
|
|
|
181,360
|
|
|
|
118,781
|
|
|
|
102,060
|
|
|
|
94,346
|
|
Item 7 Managements Discussion and Analysis of Financial Condition and Results of
Operations
Introduction
The sales growth the Company has achieved in recent years continued through fiscal 2005. Net
sales increased 11.7% to $581.7 million in fiscal 2005 from $520.8 million in fiscal 2004 due
mainly to higher average selling prices. Sales volume, measured in terms of pounds shipped, was
virtually unchanged in fiscal 2005 when compared to fiscal 2004 and would have declined slightly
considering that fiscal 2005 contained an additional week. Net income declined to $14.5 million in
fiscal 2005 compared to $22.6 million in fiscal 2004. The decrease, which occurred in the first
half of fiscal 2005 when compared to the first half of fiscal 2004, occurred primarily due to the
increased cost of tree nuts, especially pecans and almonds.
While the Company believes that growth in the nut sales category in the consumer distribution
channel will continue due to the growing awareness of the health benefits of nuts, the rate of
category growth has
16
declined in fiscal 2005. Also, the percentage of private label dollar sales to total nut category
dollar sales has decreased as the price differential between private label and branded products has
decreased. This trend has helped the Companys sales of its Fisher brand, but has negatively
impacted the Companys private label business. Opportunities for sales growth in the industrial and
food service distribution channels remain strong due to the increased usage of nuts as ingredients
in items such as cereals and nutrition bars and in recipes.
The Company continually reviews nut consumption data prepared by various trade associations,
marketing organizations and the USDA to monitor trends in the business. Crop estimates are also
reviewed to determine the available supply of various nuts, although due to the susceptibility of
crops to wide year-over-year variations, this information is typically only useful for short
periods of time. Business strategies are developed through analysis of this consumption and supply
information.
The Companys gross profit margin was 13.5% in fiscal 2005, compared to 17.6% in fiscal 2004. The
decrease is primarily attributable to the increase in commodity costs. Based on spot and forward
market prices over the past two to three months, the Company believes that the commodity costs for
tree nuts have now stabilized, with the exception of almonds, and may decline for certain tree
nuts.
Almond sales had a negative impact on the Companys profitability during the first twenty-six weeks
of fiscal 2005, particularly during the first quarter of fiscal 2005. The Company was required to
purchase almonds in the spot market during the first quarter of fiscal 2005 to fulfill its
industrial sales contracts, as its supply of higher quality and lower cost almonds purchased from
growers during the 2003 crop year was exhausted. Additionally, the final settlement cost to growers
for the 2003 crop year, which was determined during the first quarter of fiscal 2005, was higher
than anticipated. During the second quarter of fiscal 2005, the Company completed deliveries on the
majority of industrial sales contracts that were priced based on prior crop year costs. Industrial
almond sales during the last half of fiscal 2005 were priced in line with expected 2004 crop year
costs.
Pecan sales also had a negative impact on the Companys profitability during the second and third
quarters of fiscal 2005 as the cost of pecans increased dramatically. The unit cost of inshell
pecans for the current crop year almost doubled from the unit cost for the prior crop year. The
Company had to fulfill remaining industrial sales contracts during the second quarter of fiscal
2005. Since these contracts were priced based on costs from the prior crop year, the Company
absorbed negative margins on these sales and recorded a $0.8 million adjustment during the second
quarter of fiscal 2005 to recognize losses on future shipments of outstanding contract balances at
December 23, 2004. The remaining balances on these contracts did ship during the third quarter of
fiscal 2005, and generated no gross profit. Pecan sales in the consumer distribution channel also
had a negative effect on the Companys profitability during the second and third quarters of fiscal
2005 because significant increases in pecan costs could not be passed on immediately to all
customers; however, all price increases were instituted by January 2005.
Selling and administrative expenses decreased to 8.9% of net sales for fiscal 2005 compared to 9.8%
of net sales for fiscal 2004. This decrease was due primarily to the fixed nature of certain of
these expenses in relation to a larger revenue base. The increase of $1.1 million in selling and
administrative expenses for fiscal 2005 compared to fiscal 2004 was due primarily to increases in
freight, advertising and corporate governance expenses, offset partially by a reduction in
incentive compensation. No bonuses were awarded for fiscal 2005 under the Companys incentive
compensation program, as the minimum earnings level was not achieved.
The possibility of growth above current levels, and the seasonality of the Companys business that
has caused full-capacity utilization rates at the Companys Chicago area facilities, led the
Company to explore additional means of expanding its production capacity and enhancing its
operations efficiency. As a result, the Company will consolidate its six Chicago area facilities
into a single location in Elgin, Illinois. Of the six current facilities, two facilities and
approximately 20% of a third facility are owned by the Company. Eighty percent of the third
facility, and a fourth facility, are leased by the Company from certain partnerships owned by
executive officers and directors of the Company. The remaining two facilities are leased by the
Company from independent third parties.
17
On April 15, 2005, the Company closed on the $48.0 million purchase of the Current Site with the
final $46.0 million paid using available funds under the Bank Credit Facility. The Current Site
includes both an office building and a warehouse. The Company is leasing 41.5% of the office
building back to the seller for a three year period, with options for an additional seven years.
The remaining portion of the office building may be leased to third parties. The 653,302 square
foot warehouse building is being expanded to approximately 1,000,000 square feet and will be
modified to accommodate the Companys needs. Groundbreaking for the expansion occurred in August
2005. The construction is expected to be completed in the first half of calendar 2006. The
Companys existing Chicago area operations will be moved to the Current Site on a gradual basis.
New machinery and equipment will also be installed at the Current Site. The Company performed an
analysis of its existing assets at its Chicago locations. The remaining depreciation period will be
reduced for those assets which are not expected to be transferred to the Current Site. The Company
currently anticipates that operations will be fully integrated into the Current Site in December
2008. Total additional expenditures for the facility consolidation project are estimated to be
approximately $40 $50 million, which will be financed through the Bank Credit Facility, available
cash flow from operations, proceeds from the sale of existing facilities and rental income from the
office building at the Current Site. The Bank Credit Facility expires on May 31, 2006. While the
Company is currently negotiating with its lenders under the Bank Credit Facility and fully expects
to extend the Bank Credit Facility, no assurances can be made that the Bank Credit Facility will be
extended. See Factors That May Affect Future Results Risks and Uncertainties Regarding Facility
Consolidation Project.
This facility consolidation project is anticipated to achieve two primary objectives. First, the
consolidation is intended to generate cost savings through the elimination of redundant costs, such
as interplant freight, and improvements in manufacturing efficiencies. Second, the new facility is
expected to initially increase production capacity by 25% to 40% and to provide substantially more
square footage than the aggregate space now available in the Companys existing Chicago area
facilities to support future growth in the Companys business. The facility consolidation project
will allow the Company to pursue certain new business opportunities that currently are not
available due to the lack of production capacity.
The Company, along with related party partnerships that own a portion of the Companys existing
Chicago area facilities, has begun the process of selling these facilities. The Company intends to
lease back from the ultimate purchasers that portion of the facilities that are necessary to run
the Companys business while the facility consolidation project is completed in Elgin. The Company
estimates that these sale and leaseback transactions will be consummated during the first half of
fiscal 2006. Based upon initial bids received, the Company believes that proceeds received from the
sales will exceed the Companys carrying value of these assets. The Companys Board of Directors
has appointed an independent committee to explore alternatives with respect to the Companys
existing leases for the properties owned by the related party partnerships. The Company may be
required to incur costs and/or enter into other arrangements with the related party partnerships in
this regard, however, the amount of any such costs or the nature of any such arrangements have not
been determined.
Prior to acquiring the Current Site, the Company and certain related party partnerships entered
into a Development Agreement with the City of Elgin, Illinois (the Development Agreement) for the
development and purchase of the land where a new facility could be constructed (the Original
Site). The Development Agreement provides for certain conditions, including but not limited to
the completion of environmental and asbestos remediation procedures, the inclusion of the property
in the Elgin enterprise zone and the establishment of a tax incremental financing district covering
the property. The Company fulfilled its remediation obligations, subject to final notification from
the State of Illinois, under the Development Agreement during fiscal 2005. The Companys costs
under the Development Agreement totaling $6.8 million are recorded as Other Assets at June 30,
2005. The Company is currently negotiating with the City of Elgin for a possible transfer of title
to the Company from the City of Elgin, after which time the Original Site would be marketed to
potential buyers. The Company performed a review for realization of the carrying value under the
Development Agreement, and concluded that no adjustment of the carrying value was required.
In order to finance a portion of the Companys facility consolidation project and to provide for
the Companys general working capital needs, the Company received $65.0 million pursuant to a note
purchase agreement (the Note Agreement) entered into on December 16, 2004 with various lenders.
18
Under the terms of the Note Agreement, the notes have a maturity of ten years, bear interest at a
fixed 4.67% annual rate and are required to be repaid in equal semi-annual principal payments of
$3.6 million beginning on June 1, 2006. The proceeds from this financing were used to reduce the
Companys outstanding obligations under the Bank Credit Facility in order to fund the procurement
of inventories during the third quarter of fiscal 2005 and the $48 million purchase of the Current
Site.
The Companys business is seasonal. Demand for peanut and other nut products is highest during the
months of October, November and December. Peanuts, pecans, walnuts and almonds, the Companys
principal raw materials, are primarily purchased between August and February and are processed
throughout the year until the following harvest. As a result of this seasonality, the Companys
personnel requirements rise during the last four months of the calendar year. This seasonality
also impacts capacity utilization at the Companys Chicago area facilities, with these facilities
routinely operating at full capacity during the last four months of the calendar year. The
Companys working capital requirements generally peak during the third quarter of the Companys
fiscal year.
The Company faces a number of challenges in the future. The Companys Chicago area processing
facilities operate at full capacity at certain times during the year. If the Company experiences
growth in unit volume sales, it could exceed its capacity to meet the demand for its products,
especially prior to the completion of the facility consolidation project. The Company faces
potential disruptive effects on its business, such as cost overruns for the construction of the new
facility or business interruptions that may result from the transfer of production to the new
facility. In addition, the Company will continue to face the ongoing challenges of its business
such as food safety and regulatory issues, the antitrust investigation of a portion of the peanut
shelling industry and the maintenance and growth of its customer base. See Factors That May
Affect Future Results.
Total inventories were approximately $217.6 million at June 30, 2005, an increase of $90.2 million,
or 70.7%, over the balance at June 24, 2004. This increase is due primarily to higher costs of tree
nuts. Quantities on hand, measured in terms of pounds, also increased at June 30, 2005 when
compared to June 24, 2004, due primarily to increases in peanuts, almonds, walnuts and cashews. Net
accounts receivable were approximately $39.0 million at June 30, 2005, an increase of approximately
$3.5 million, or 9.7%, over the balance at June 24, 2004. This increase is due primarily to higher
monthly sales in June 2005 than in June 2004.
The Companys fiscal year ends on the final Thursday of June each year, and typically consists of
fifty-two weeks (four thirteen week quarters). Fiscal 2005, however, contained fifty-three weeks,
with the fourth quarter containing fourteen weeks. References herein to fiscal 2005 are to the
fiscal year ended June 30, 2005. References herein to fiscal 2004 are to the fiscal year ended
June 24, 2004. References herein to fiscal 2003 are to the fiscal year ended June 26, 2003. As
used herein, unless the context otherwise indicates, the term Company refers collectively to John
B. Sanfilippo & Son, Inc. and its previously wholly owned subsidiary, JBS International, Inc.,
which was dissolved in November 2004.
Results of Operations
The following table sets forth the percentage relationship of certain items to net sales for
the periods indicated and the percentage increase of such items from fiscal 2004 to fiscal 2005 and
from fiscal 2003 to fiscal 2004.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Percentage of Net Sales
|
|
Percentage Increase(Decrease)
|
|
|
Fiscal 2005
|
|
Fiscal 2004
|
|
Fiscal 2003
|
|
Fiscal 2005 vs. 2004
|
|
Fiscal 2004 vs. 2003
|
Net sales
|
|
|
100.0
|
%
|
|
|
100.0
|
%
|
|
|
100.0
|
%
|
|
|
11.7
|
%
|
|
|
24.1
|
%
|
Gross profit
|
|
|
13.5
|
|
|
|
17.6
|
|
|
|
17.4
|
|
|
|
(14.6
|
)
|
|
|
25.9
|
|
Selling expenses
|
|
|
6.8
|
|
|
|
7.2
|
|
|
|
8.0
|
|
|
|
5.7
|
|
|
|
11.3
|
|
Administrative expenses
|
|
|
2.1
|
|
|
|
2.6
|
|
|
|
2.5
|
|
|
|
(7.9
|
)
|
|
|
27.4
|
|
Income from operations
|
|
|
4.6
|
|
|
|
7.9
|
|
|
|
6.9
|
|
|
|
(35.3
|
)
|
|
|
42.4
|
|
19
Fiscal 2005 Compared to Fiscal 2004
Net Sales
. Net sales increased to approximately $581.7 million for fiscal 2005 from approximately
$520.8 million for fiscal 2004, an increase of approximately $60.9 million or 11.7%. The increase
in net sales was due primarily to higher prices related to higher commodity costs, especially for
almonds and pecans. Also, fiscal 2005 contained fifty-three weeks whereas fiscal 2004 contained
fifty-two-weeks. Unit volume, measured in terms of pounds shipped, was virtually the same in fiscal
2005 and fiscal 2004, and would have decreased slightly if not for the extra week in fiscal 2005.
Unit volume sales increased by 13.3% in the food service distribution channel and by 27.4% in the
contract packaging distribution channel, but decreased by 3.5% in the consumer distribution channel
and by 6.4% in the industrial distribution channel. Unit volume sales in the export distribution
channel were virtually unchanged in fiscal 2005 when compared to fiscal 2004. Food service volume
increased due primarily to: (i) higher airline sales; (ii) sales to new customers; and (iii)
expanded sales to existing customers. Contract packaging volume increased significantly due to the
introduction of new products and the expansion of business with a major customer. Consumer
distribution channel volume decreased, due primarily to lower promotional activity for Fisher
peanut products at a major customer during the first half of fiscal 2005 and lost business with
private label customers that would not accept price increases. Sales volume in the industrial
distribution channel decreased due primarily to lower peanut sales as fiscal 2004 contained
non-recurring significant sales of peanuts to other peanut shellers.
The following table shows a comparison of sales by distribution channel, and as a percentage of
total net sales (dollars in thousands):
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Distribution Channel
|
|
Fiscal 2005
|
|
|
Fiscal 2004
|
|
Consumer
|
|
$
|
298,298
|
|
|
|
51.3
|
%
|
|
$
|
289,586
|
|
|
|
55.6
|
%
|
Industrial
|
|
|
132,900
|
|
|
|
22.8
|
|
|
|
110,813
|
|
|
|
21.3
|
|
Food Service
|
|
|
61,294
|
|
|
|
10.5
|
|
|
|
48,969
|
|
|
|
9.4
|
|
Contract Packaging
|
|
|
45,181
|
|
|
|
7.8
|
|
|
|
33,074
|
|
|
|
6.3
|
|
Export
|
|
|
44,056
|
|
|
|
7.6
|
|
|
|
38,369
|
|
|
|
7.4
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
581,729
|
|
|
|
100.0
|
%
|
|
$
|
520,811
|
|
|
|
100.0
|
%
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The following table shows an annual comparison of sales by product type as a percentage of total
gross sales. The table is based on gross sales, rather than net sales, because certain adjustments,
such as promotional discounts are not allocable to product type.
|
|
|
|
|
|
|
|
|
Product Type
|
|
Fiscal 2005
|
|
Fiscal 2004
|
Peanuts
|
|
|
22.4
|
%
|
|
|
24.9
|
%
|
Pecans
|
|
|
23.3
|
|
|
|
20.1
|
|
Cashews & Mixed Nuts
|
|
|
22.7
|
|
|
|
22.7
|
|
Walnuts
|
|
|
9.4
|
|
|
|
9.9
|
|
Almonds
|
|
|
13.5
|
|
|
|
12.3
|
|
Other
|
|
|
8.7
|
|
|
|
10.1
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
|
100.0
|
%
|
|
|
100.0
|
%
|
|
|
|
|
|
|
|
|
|
Gross Profit
.
Gross profit in fiscal 2005 decreased 14.6% to $78.4 million from approximately
$91.8 million for fiscal 2004. Gross profit margin decreased to 13.5% for fiscal 2005 from 17.6%
for fiscal 2004. Several factors led to the decrease in gross profit margin. Industrial sales are
typically sold under calendar year fixed price contracts. Thus, industrial sales in the first half
of fiscal 2005 that were priced based on prior year crop costs were fulfilled with current crop
costs that were significantly higher, especially for pecans and almonds. Also, price increases in
the consumer distribution channel due to the higher commodity costs were not fully instituted until
the third quarter of fiscal 2005. Other contributing factors leading to the decrease in gross
profit margin include: (i) contract packaging sales, which generally carry
20
lower gross margins than the Companys overall gross margins, accounting for a greater
percentage of sales in fiscal 2005 than fiscal 2004; (ii) unfavorable almond processing variances
generated from the use of low quality almonds that were required to be purchased during the first
quarter of fiscal 2005 to fulfill contracts; (iii) a higher than anticipated final settlement of
$1.2 million with almond growers for the 2003 crop year; and (iv) the scrapping of $0.4 million of
certain obsolete packaging materials in fiscal 2005.
Selling and Administrative Expenses
. Selling and administrative expenses as a percentage of
net sales decreased to 8.9% for fiscal 2005 from 9.8% for fiscal 2004. Selling expenses as a
percentage of net sales decreased to 6.8% for fiscal 2005 from 7.2% for fiscal 2004. This decrease
was due primarily to the fixed nature of certain of these expenses relative to a larger revenue
base. The approximately $2.1 million increase in selling expenses for fiscal 2005 compared to
fiscal 2004 was due primarily to higher freight and advertising costs of $2.1 million and $0.6
million, respectively, offset partially by a $1.1 million decrease in incentive compensation.
Administrative expenses as a percentage of net sales decreased slightly to 2.1% for fiscal 2005
from 2.6% for fiscal 2004. The $1.1 million decrease in administrative expenses was due primarily
to lower incentive compensation expenses of $2.7 million. No bonuses were paid for fiscal 2005
under the Companys incentive compensation program since the minimum earnings per share level was
not attained. Partially offsetting the decrease in incentive compensation costs was an increase in
professional expenses of $0.7 million related primarily to corporate governance expenses.
Income from Operations
.
Due to the factors discussed above, income from operations decreased
to approximately $26.6 million, or 4.6% of net sales, for fiscal 2005 from approximately $41.1
million, or 7.9% of net sales, for fiscal 2004.
Interest Expense
. Interest expense increased to approximately $4.0 million for fiscal 2005 from
approximately $3.4 million for fiscal 2004. This increase was due primarily to the Companys
issuance on December 16, 2004, of $65.0 million of ten year notes bearing interest at a fixed rate
of 4.67% under the Note Agreement to fund a portion of the Companys facility consolidation project
and for general working capital purposes. Average borrowings under the Bank Credit Facility also
increased to finance the increased purchase of inventories. Also, the interest rate on the Bank
Credit Facility increased in fiscal 2005 when compared to fiscal 2004 due to an increase in
short-term interest rates.
Rental and Miscellaneous Income, Net.
Net rental and miscellaneous income increased to $1.2
million for fiscal 2005 compared to $0.4 million for fiscal 2004. This increase is due to rental
income received from the lease back of the Current Site to the seller. The office building at the
Current Site is being leased for a minimum three year-period, with options for an additional seven
years. The current monthly rental rate for the office building lease is $128 thousand per month.
The warehouse building was leased back to the seller from April 15, 2005 to May 31, 2005 for $333
thousand per month. A separate portion of the warehouse building is being leased back to the seller
for $43 thousand per month through September 2005.
Income Taxes
. Income tax expense was approximately $9.3 million, or 39.0% of income before
income taxes, for fiscal 2005, compared to approximately $14.5 million, or 39.0% of income before
income taxes, for fiscal 2004.
Net Income
. Net income was approximately $14.5 million, or $1.37 basic per common share ($1.35
diluted), for fiscal 2005, compared to approximately $22.6 million, or $2.35 basic per common share
($2.32 diluted), for fiscal 2004, due to the factors discussed above.
Fiscal 2004 Compared to Fiscal 2003
Net Sales
. Net sales increased to approximately $520.8 million for fiscal 2004 from approximately
$419.7 million for fiscal 2003, an increase of approximately $101.1 million or 24.1%. The increase
in net sales was due primarily to higher unit volume sales in all of the Companys distribution
channels and across all major nut types. Unit volume increased approximately 13.0% for fiscal 2004
compared to fiscal 2003. The unit volume increases are attributable primarily to the growth of the
industry as a whole
due to the growing awareness of the health benefits of nuts and the current trend toward high
protein/low carbohydrate diets. In addition to the overall growth of the nut industry, the Company
was able to increase its sales to certain mass merchandisers. The Companys focus on providing
these customers with a broad-based portfolio of
21
products, the increased shelf space for the
Companys products in their stores and the further leveraging of the Fisher brand name were also
contributing factors to the Companys growth in net sales. The remainder of the increase in net
sales for fiscal 2004 compared to fiscal 2003 was due to higher average selling prices, primarily
in the industrial and export distribution channels for most of the Companys major nut types.
The Company experienced significant growth in most of its key distribution channels. The increase
in net sales in the consumer distribution channel was due primarily to an increase in Fisher brand
and private label business through the expansion of business to existing customers. A significant
portion of this expansion in the distribution of Fisher products came from short-term promotional
activity, which may not result in a permanent increase in net sales. This increase was driven by
higher nut consumption and the Companys increased Fisher brand marketing and promotions,
especially in the Chicago area. The increase in net sales in the industrial distribution channel
was due primarily to the increased usage of nuts as ingredients in food products such as cereals
and food bars, and higher selling prices on fixed-price contracts due to higher commodity costs.
The increase in net sales in the export distribution channel was due primarily to higher almond and
pecan sales to the Asian and European markets. The increase in net sales in the food service
distribution channel was due primarily to the food service industry rebounding from a decline in
business during fiscal 2003. Net sales in the contract packaging distribution channel increased as
new products were introduced by the Companys larger customers in this channel.
The Company believes it is well-positioned for sales growth throughout its major distribution
channels. The Company expects the increased demand for nuts to continue and thereby generate new
selling opportunities in the near term, especially in the consumer distribution channel. The
Company believes that industrial customers will continue to develop new products that contain nuts
as an ingredient in the near term in order to capitalize on the increasing awareness of the health
benefits of nuts. The Company also expects its food service business to improve as nuts are used
more frequently in menu choices.
The following table shows a comparison of sales by distribution channel, and as a percentage of
total net sales (dollars in thousands):
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Distribution Channel
|
|
Fiscal 2004
|
|
|
Fiscal 2003
|
|
Consumer
|
|
$
|
289,586
|
|
|
|
55.6
|
%
|
|
$
|
237,767
|
|
|
|
56.7
|
%
|
Industrial
|
|
|
110,813
|
|
|
|
21.3
|
|
|
|
86,176
|
|
|
|
20.5
|
|
Food Service
|
|
|
48,969
|
|
|
|
9.4
|
|
|
|
36,755
|
|
|
|
8.8
|
|
Contract Packaging
|
|
|
33,074
|
|
|
|
6.3
|
|
|
|
26,195
|
|
|
|
6.2
|
|
Export
|
|
|
38,369
|
|
|
|
7.4
|
|
|
|
32,784
|
|
|
|
7.8
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
520,811
|
|
|
|
100.0
|
%
|
|
$
|
419,677
|
|
|
|
100.0
|
%
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The following table shows an annual comparison of sales by product type as a percentage of total
gross sales. The table is based on gross sales, rather than net sales, because certain adjustments,
such as promotional discounts are not allocable to product type.
|
|
|
|
|
|
|
|
|
Product Type
|
|
Fiscal 2004
|
|
Fiscal 2003
|
Peanuts
|
|
|
24.9
|
%
|
|
|
25.3
|
%
|
Pecans
|
|
|
20.1
|
|
|
|
17.7
|
|
Cashews & Mixed Nuts
|
|
|
22.7
|
|
|
|
24.1
|
|
Walnuts
|
|
|
9.9
|
|
|
|
10.9
|
|
Almonds
|
|
|
12.3
|
|
|
|
10.1
|
|
Other
|
|
|
10.1
|
|
|
|
11.9
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
|
100.0
|
%
|
|
|
100.0
|
%
|
|
|
|
|
|
|
|
|
|
22
Gross Profit
.
Gross profit in fiscal 2004 increased 25.9% to approximately $91.8 million from
approximately $72.9 million for fiscal 2003. Gross profit margin increased slightly to 17.6% for
fiscal 2004 from 17.4% for fiscal 2003. The increase in gross profit margin was due primarily to:
(i) the increase in unit volume as certain costs of sales are of a fixed nature, (ii) lower peanut
costs in the first quarter of fiscal 2004 compared to the first quarter of fiscal 2003, and (iii)
better than anticipated results in the Companys pecan shelling operation. These favorable results
became apparent as the remaining balance of the 2002 pecan crop was shelled during the first
quarter of fiscal 2004. Offsetting the increase in gross profit margin were certain factors that
caused a decrease in gross profit margin for fiscal 2004 compared to fiscal 2003. These factors
include: (i) significantly higher commodity costs, especially for almonds and purchased pecans
which were not offset by price increases in the consumer distribution channel, (ii) lower margins
on fixed-price industrial and export almond contracts as almond prices rose after certain contracts
were priced, (iii) the necessity to purchase certain quantities of pecans and almonds on the spot
market to fulfill customer requirements, (iv) an increase in workers compensation expense, and (v)
an increase in the amount due to almond growers recorded in the first quarter of fiscal 2004
related to the final settlement of the 2002 almond crop. Typically, final prices for almonds are
not determined until the first quarter of the Companys fiscal year.
Selling and Administrative Expenses
. Selling and administrative expenses as a percentage of
net sales decreased to 9.8% for fiscal 2004 from 10.5% for fiscal 2003. Selling expenses as a
percentage of net sales decreased to 7.2% for fiscal 2004 from 8.0% for fiscal 2003. This decrease
was due primarily to the fixed nature of certain of these expenses relative to a larger revenue
base. The approximately $3.8 million increase in selling expenses for fiscal 2004 compared to
fiscal 2003 is due to expenses directly related to the unit volume growth in sales, such as freight
and broker commissions. Administrative expenses as a percentage of net sales increased slightly to
2.6% for fiscal 2004 from 2.5% for fiscal 2003. The approximately $2.9 million increase in
administrative expenses was due primarily to higher incentive compensation expenses due to improved
operating results. Also contributing to the increase was the receipt of a contract settlement
payment in fiscal 2003 from a customer who previously chose not to honor a supply contract.
Income from Operations
.
Due to the factors discussed above, income from operations increased
to approximately $41.1 million, or 7.9% of net sales, for fiscal 2004 from approximately $28.8
million, or 6.9% of net sales, for fiscal 2003.
Interest Expense
. Interest expense decreased to approximately $3.4 million for fiscal 2004 from
approximately $4.7 million for fiscal 2003. The decrease in interest expense for fiscal 2004 when
compared to fiscal 2003 occurred primarily because the Company used the $38.6 million net proceeds
from its public stock offering, completed in April 2004, to pay down most of its long-term and
short-term debt. Additionally, the Company experienced lower average interest rates on its
borrowings compared to fiscal 2003 and further reduced its debt balances by making scheduled debt
payments during fiscal 2004.
Debt Extinguishment Fees
. The Company incurred approximately $1.0 million in prepayment penalties
in fiscal 2004, including approximately $0.1 million of unamortized origination fees due to the
repayment of the entire outstanding balances under two long-term financing facilities on June 2,
2004 with the net proceeds from its public stock offering.
Income Taxes
. Income tax expense was approximately $14.5 million, or 39.0% of income before
income taxes, for fiscal 2004, compared to approximately $9.6 million, or 39.0% of income before
income taxes, for fiscal 2003.
Net Income
. Net income was approximately $22.6 million, or $2.35 basic per common share ($2.32
diluted), for fiscal 2004, compared to approximately $15.0 million, or $1.63 basic per common share
($1.61 diluted), for fiscal 2003, due to the factors discussed above.
23
Liquidity and Capital Resources
General
The primary uses of cash are to fund the Companys current operations, including its facility
consolidation project, fulfill contractual obligations and repay indebtedness. Also, various
uncertainties could result in additional uses of cash, such as those pertaining to the antitrust
investigation of a portion of the peanut shelling industry or other litigation.
Cash flows from operating activities have historically been driven by net income but are also
influenced by inventory balances, which can change based upon fluctuations in both quantities and
market prices of the various nuts the Company sells. Current market trends in nut prices and crop
estimates also impact nut procurement.
Net cash used in operating activities was approximately $57.4 million for fiscal 2005 compared to
cash provided by operating activities of $20.2 million for fiscal 2004. The significant decrease
in operating cash flow for fiscal 2005, when compared to fiscal 2004, was due primarily to the
increase in purchases of inventories caused by higher tree nut prices in fiscal 2005 when compared
to fiscal 2004. Nut purchases for fiscal 2005 compared to fiscal 2004 increased by 7.4% in terms
of pounds, but 46.8% in terms of dollars.
The Company received $65.0 million of proceeds from the Note Agreement during the second quarter of
fiscal 2005, accounting for a significant increase in cash provided by financing activities. These
proceeds were used, in part, to fund the procurement of inventories during the third quarter of
fiscal 2005. The Company repaid $1.3 million of long-term debt during fiscal 2005 compared to $26.5
million in fiscal 2004. The significant decrease is due to the Company prepaying outstanding
balances on its two major long-term credit facilities in the fourth quarter of fiscal 2004 with
proceeds from its underwritten public stock offering.
Financing Arrangements
The Companys bank credit facility (the Bank Credit Facility) is comprised of (i) a working
capital revolving loan which provides working capital financing of up to $98.6 million ($73.6
million at July 1, 2005), in the aggregate, and matures, as amended, on May 31, 2006, and (ii) a
$6.4 million letter of credit (the IDB Letter of Credit) to secure the industrial development
bonds described below which matures on June 1, 2006. On March 7, 2005, the Bank Credit Facility was
amended, whereby the working capital revolving loan was increased by $25.0 million through June 30,
2005 to assist the Company in financing inventory purchases. Borrowings under the working capital
revolving loan accrue interest at a rate (the weighted average of which was 5.33% at June 30, 2005)
determined pursuant to a formula based on the agent banks quoted rate and the Eurodollar Interbank
rate. As of June 30, 2005 the Company had $29.4 million of available credit under the Bank Credit
Facility. This amount of availability was reduced by $25.0 million on July 1, 2005 due to the
expiration of the temporary increase in the working capital loan.
The terms of the Bank Credit Facility, as amended, include certain restrictive covenants that,
among other things: (i) require the Company to maintain specified financial ratios; (ii) limit the
Companys annual capital expenditures; and (iii) require that Jasper B. Sanfilippo (the Companys
Chairman of the Board and Chief Executive Officer) and Mathias A. Valentine (a director and the
Companys President) together with their respective immediate family members and certain trusts
created for the benefit of their respective sons and daughters, continue to own shares representing
the right to elect a majority of the directors of the Company. In addition, the Bank Credit
Facility limits dividends to the lesser of (a) 25% of net income for the previous fiscal year, or
(b) $5.0 million, and prohibits the Company from redeeming shares of capital stock. As of June 30,
2005, the Company was in compliance with all restrictive covenants, as amended, under the Bank
Credit Facility. The Bank Credit Facility matures on May 31, 2006. The Companys current business
plan contemplates that the level of availability under the Bank Credit
24
Facility will need to be
increased in order to fund the Companys operations, including
the procurement of inventories and the facility consolidation project. The Company is currently
negotiating with its lenders under the Bank Credit Facility for an extension of the facility. Based
upon recent discussions, the lenders have expressed a desire to renew the Bank Credit Facility at
terms that are more favorable to the Company and to increase the total availability. While the
Company fully expects to extend the Bank Credit Facility (most likely in the second quarter of
fiscal 2006) and increase the level of availability, no assurances can be made that the Bank Credit
Facility will be extended or that the level of availability will be increased. If the Bank Credit
Facility is not renewed, the Company believes that it will be able to secure necessary financing
from other lenders who have expressed interest in negotiating with the Company. If the Company is
not able to enter into a similar agreement, it will have to consider financing alternatives which
might include identifying alternative sources of debt or equity capital or an unplanned sale of
assets. The inability of the Company to extend or to replace its existing Bank Credit Facility
would have a material adverse effect on the Company.
On December 16, 2004, the Company received $65.0 million from the Note Agreement to fund a portion
of the facility consolidation project and for general working capital purposes. Under the terms of
the Note Agreement, the notes have a maturity of ten years, bear interest at a 4.67% annual rate
and are required to be repaid in equal semi-annual principal payments of $3.6 million beginning on
June 1, 2006. As of June 30, 2005, the outstanding balance on the Note Agreement was $65.0 million.
The terms of the Note Agreement include certain restrictive covenants that, among other things,
require the Company to maintain specified financial ratios. These covenants coincide with those
included in the Bank Credit Facility. As of June 30, 2005, the Company was in compliance with all
restrictive covenants under the Note Agreement.
As of June 30, 2005, the Company had $6.2 million in aggregate principal amount of industrial
development bonds outstanding, which was originally used to finance the acquisition, construction
and equipping of the Companys Bainbridge, Georgia facility. The bonds bear interest payable
semiannually at 4.00% (which was reset on June 1, 2002) through May 2006. On June 1, 2006, and on
each subsequent interest reset date for the bonds, the Company is required to redeem the bonds at
face value plus any accrued and unpaid interest, unless a bondholder elects to retain his or her
bonds. Any bonds redeemed by the Company at the demand of a bondholder on the reset date are
required to be remarketed by the underwriter of the bonds on a best efforts basis. Funds for the
redemption of bonds on the demand of any bondholder are required to be obtained from the following
sources in the following order of priority: (i) funds supplied by the Company for redemption; (ii)
proceeds from the remarketing of the bonds; (iii) proceeds from a drawing under the IDB Letter of
Credit; or (iv) in the event funds from the foregoing sources are insufficient, a mandatory payment
by the Company. Drawings under the IDB Letter of Credit to redeem bonds on the demand of any
bondholder are payable in full by the Company upon demand of the lenders under the Bank Credit
Facility. In addition, the Company is required to redeem the bonds in varying annual installments,
ranging from $0.3 million in fiscal 2006 to $0.8 million in fiscal 2017. The Company is also
required to redeem the bonds in certain other circumstances; for example, within 180 days after any
determination that interest on the bonds is taxable. The Company has the option, subject to
certain conditions, to redeem the bonds at face value plus accrued interest, if any.
Capital Expenditures
The Company made approximately $63.8 million of capital expenditures in fiscal 2005 compared to
approximately $11.1 million in fiscal 2004. The significant increase is due primarily to the $48.0
million purchase of the Current Site and $6.1 million of remediation costs under the Development
Agreement. The Company expects to incur an additional $40 $50 million on the facility
consolidation project from fiscal 2006 to fiscal 2009. Capital expenditures for fiscal 2006 that
are unrelated to the facility consolidation project are expected to be approximately $12 million.
The Company, along with related party partnerships that own a portion of the Companys Chicago area
facilities, has begun the process of selling these facilities. The Company intends to lease back
from the eventual buyer or buyers of these properties the portion of the facilities that are
necessary to run the Companys business while the facility consolidation project is completed at
the Current Site. The Company estimates that these sale and leaseback transactions will be
consummated during the first half of fiscal 2006. Based upon initial bids received, the Company
believes that proceeds received from
the sales will exceed the Companys carrying value of these assets. The Companys Board of
Directors has appointed an independent committee to explore alternatives with respect to the
Companys existing leases for the properties owned by the related party partnerships. The Company
may be required to
25
incur costs and/or enter into other arrangements with the related party
partnerships in this regard, however, the amount of any such costs or the nature of any such
arrangements have not been determined.
Capital Resources
As of June 30, 2005, the Company had approximately $29.4 million of available credit under the Bank
Credit Facility. The availability under the Bank Credit Facility was decreased by $25.0 million on
July 1, 2005 due to the expiration of the temporary increase in the working capital loan. Scheduled
long-term debt payments for fiscal 2006 are approximately $10.6 million. Scheduled operating lease
payments are approximately $2.0 million. The Bank Credit Facility matures on May 31, 2006. The
Company is currently negotiating with its lenders under the Bank Credit Facility for an extension
of the facility. Based upon recent discussions, the lenders have expressed a desire to renew the
Bank Credit Facility at terms that are more favorable to the Company and to increase the total
availability. While the Company fully expects to extend the Bank Credit Facility (most likely in
the second quarter of fiscal 2006) and increase the level of availability, no assurances can be
made that the Bank Credit Facility will be extended or that the level of availability will be
increased. If the Bank Credit Facility is not renewed, the Company believes that it will be able to
secure necessary financing from other lenders who have expressed interest in negotiating with the
Company. If the Company is not able to enter into a similar agreement, it will have to consider
financing alternatives which might include identifying alternative sources of debt or equity
capital or an unplanned sale of assets. The inability of the Company to extend or to replace its
existing Bank Credit Facility would have a material adverse effect on the Company.
Contractual Cash Obligations
At June 30, 2005, the Company had the following contractual cash obligations for long-term debt
(including scheduled interest payments) and operating leases (amounts in thousands):
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Less
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Than 1
|
|
|
|
|
|
|
|
|
|
|
More Than 5
|
|
|
|
Total
|
|
|
Year
|
|
|
1-3 Years
|
|
|
3-5 Years
|
|
|
Years
|
|
Long-term debt
|
|
$
|
96,592
|
|
|
$
|
14,633
|
|
|
$
|
22,823
|
|
|
$
|
21,388
|
|
|
$
|
37,748
|
|
Minimum operating
lease
commitments
|
|
|
2,940
|
|
|
|
2,003
|
|
|
|
829
|
|
|
|
108
|
|
|
|
|
|
Purchase obligations
|
|
|
105,847
|
|
|
|
105,847
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total contractual
cash
obligations
|
|
$
|
205,379
|
|
|
$
|
122,483
|
|
|
$
|
23,652
|
|
|
$
|
21,496
|
|
|
$
|
37,748
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The purchase obligations include $82,649 of inventory purchase commitments and $23,198 of
construction costs related to the Companys facility consolidation project.
Critical Accounting Policies
The accounting policies as disclosed in the Notes to Consolidated Financial Statements are
applied in the preparation of the Companys financial statements and accounting for the underlying
transactions and balances. The policies discussed below are considered by the Companys management
to be critical for an understanding of the Companys financial statements because the application
of these policies places the most significant demands on managements judgment, with financial
reporting results relying on estimation regarding the effect of matters that are inherently
uncertain. Specific risks, if applicable, for these critical accounting policies are described in
the following paragraphs. For a detailed discussion on the application of these and other
accounting policies, see Note 2 of the Notes to Consolidated Financial Statements.
Preparation of this Annual Report on Form 10-K requires the Company to make estimates and
assumptions that affect the reported amounts of assets and liabilities, disclosures of contingent
assets and liabilities at the date of the Companys financial statements, and the reported amounts
of revenue and expenses during the reporting period. Actual results may differ from those
estimates.
26
Revenue Recognition
The Company recognizes revenue when a persuasive arrangement exists, title has transferred (based
upon terms of shipment), price is fixed, delivery occurs and collection is reasonably assured. The
Company sells its products under various arrangements which include customer contracts which fix
the sales price for periods typically of up to one year for some industrial customers and through
specific programs, consisting of promotion allowances, volume and customer rebates and marketing
allowances, among others, to consumer and food service customers. Reserves for these programs are
established based upon the terms of specific arrangements. Revenues are recorded net of rebates and
promotion and marketing allowances. Revenues are also recorded net of customer deductions which
are provided for based on past experiences. The Companys net accounts receivable includes an
allowance for customer deductions. While customers do have the right to return products, past
experience has demonstrated that product returns have been insignificant. Provisions for returns
are reflected as a reduction in net sales and are estimated based upon customer specific
circumstances.
Inventories
Inventories, which consist principally of inshell bulk-stored nuts, shelled nuts and processed and
packaged nut products, are stated at the lower of cost (first-in, first-out) or market. Inventory
costs are reviewed each quarter. Fluctuations in the market price of peanuts, pecans, walnuts,
almonds and other nuts may affect the value of inventory and gross profit and gross profit margin.
If expected market sales prices were to move below cost, the Company would record adjustments to
write down the carrying values of inventories to fair market value. The results of the Companys
shelling process can also result in changes to its inventory costs, for example based upon actual
versus expected crop yields. The Company maintains significant inventories of bulk-stored inshell
pecans, walnuts and peanuts. Quantities of inshell bulk-stored nuts are determined based on the
Companys inventory systems and are subject to quarterly physical verification techniques including
observation, weighing and other methods. The quantities of each crop year bulk-stored nut
inventories are generally shelled out over a ten to fifteen month period, at which time revisions
to any estimates are also recorded.
Impairment of Long-Lived Assets
The Company reviews long-lived assets to assess recoverability from projected undiscounted cash
flows whenever events or changes in facts and circumstances indicate that the carrying value of the
assets may not be recoverable, for example, in connection with the Companys facility consolidation
project. An impairment loss is recognized in operating results when future undiscounted cash flows
are less than the assets carrying value. The impairment loss would adjust the carrying value to
the assets fair value. To date the Company has not recorded any impairment charges.
Introductory Funds
The ability to sell to certain retail customers often requires upfront payments to be made by the
Company. Such payments are frequently made pursuant to contracts that stipulate the term of the
agreement, the quantity and type of products to be sold and any exclusivity requirements. The cost
of these payments is recorded as an asset and is amortized on a straight-line basis over the term
of the contract. All contracts that are capitalized include refundability provisions. The Company
expenses payments if no written arrangement exists.
Related Party Transactions
As discussed in Notes 6, 8 and 12 of the Notes to Consolidated Financial Statements, the Company
leases space from related parties and transacts with other related parties in the normal course of
business. The Company believes that these related party transactions are conducted on terms that
are competitive with other non-related entities at the time the transactions are entered into.
Recent Accounting Pronouncements
In December 2004, the Financial Accounting Standards Board (FASB) issued Statement No. 123R,
Share-Based Payment (SFAS 123R), which requires compensation costs related to share-based
payment transactions to be recognized in the financial statements. With limited exceptions, the
amount of the compensation cost will be measured based on the grant-date fair value of the equity
or liability instruments issued. In addition, liability awards will be remeasured each reporting
period. Compensation cost will be recognized over the period that an employee provides service in
exchange
for the award.
27
SFAS 123R replaces FASB Statement No. 123, Accounting for Stock Based Compensation
and supersedes APB Opinion No. 25, Accounting for Stock Issued to Employees. SFAS 123R is
effective for the Companys first quarter of fiscal 2006. The Company believes the fiscal 2006
impact of adopting the new accounting standard will be $0.4 million to $0.6 million in expense.
In November, 2004, the FASB issued Statement No. 151, Inventory Costs (SFAS 151) an amendment
of ARB No. 43, Chapter 4. SFAS 151 clarifies the accounting for abnormal amounts of the idle
facility expense, freight, handling costs and wasted material (spoilage). SFAS 151 is effective for
the Companys first quarter of fiscal 2006. The Company is currently evaluating the impact that the
adoption of SFAS 151 will have on its consolidated financial position, results of operations and
cash flows.
In March 2005, the FASB issued Statement of Financial Accounting Standards Interpretation Number
47, Accounting for Conditional Asset Retirement Obligations (FIN 47). FIN 47 provides
clarification regarding the meaning of the term conditional asset retirement obligation as used
in SFAS 143, Accounting for Asset Retirement Obligations. The Company is currently evaluating the
impact of FIN 47 on its financial position, results of operations and cash flows.
In May 2005, the FASB issued Statement No. 154, Accounting Changes and Error Corrections a
replacement of APB Opinion No. 20 and FASB Statement No. 3 (SFAS 154). SFAS 154 provides
guidance on the accounting for and reporting of accounting changes and error corrections. This
statement becomes effective for accounting changes and corrections of errors made in fiscal 2007,
but early adoption is permitted. Adoption of SFAS 154 is not expected to have a material impact on
the Companys financial position, results of operations and cash flows.
Forward Looking Statements
The statements contained in this Annual Report on Form 10-K, and in the Chairmans letter to
stockholders accompanying the Annual Report on Form 10-K delivered to stockholders, that are not
historical (including statements concerning the Companys expectations regarding market risk) are
forward looking statements. These forward looking statements, which generally are followed (and
therefore identified) by a cross reference to Factors That May Affect Future Results or are
identified by the use of forward looking words and phrases such as intends, may, believes and
expects, represent the Companys present expectations or beliefs concerning future events. The
Company cautions that such statements are qualified by important factors that could cause actual
results to differ materially from those in the forward looking statements, including the factors
described below under Factors That May Affect Future Results, as well as the timing and
occurrence (or non-occurrence) of transactions and events which may be subject to circumstances
beyond the Companys control. Consequently, results actually achieved may differ materially from
the expected results included in these statements.
Factors That May Affect Future Results
Availability of Raw Materials and Market Price Fluctuations
The availability and cost of raw materials for the production of the Companys products, including
peanuts, pecans, almonds, walnuts and other nuts are subject to crop size and yield fluctuations
caused by factors beyond the Companys control, such as weather conditions, plant diseases and
changes in government programs. Additionally, the supply of edible nuts and other raw materials
used in the Companys products could be reduced upon any determination by the United States
Department of Agriculture (USDA) or other government agencies that certain pesticides, herbicides
or other chemicals used by growers have left harmful residues on portions of the crop or that the
crop has been contaminated by aflatoxin or other agents. If worldwide demand for nuts continues at
recent rates, and supply does not expand to meet demand, a reduction in availability and an
increase in the cost of raw materials would occur. This type of increase was experienced during the
last half of fiscal 2004 and during fiscal 2005 for most of the Companys major nut types. The
Company is not able to hedge against changes in commodity prices because no market to do so exists,
and thus, shortages in the supply of and increases in the prices of nuts and other raw materials
used by the Company in its products (to the extent that cost increases cannot be passed on to
customers) could have an adverse
impact on the Companys profitability. Furthermore, fluctuations in the market prices of nuts may
affect
28
the value of the Companys inventories and profitability. The Company has significant
inventories of nuts that would be adversely affected by any decrease in the market price of such
raw materials. See Introduction.
Competitive Environment
The Company operates in a highly competitive environment. The Companys principal products compete
against food and snack products manufactured and sold by numerous regional and national companies,
some of which are substantially larger and have greater resources than the Company, such as
Planters and Ralcorp Holdings, Inc. The Company also competes with other shellers in the industrial
market and with regional processors in the retail and wholesale markets. In order to maintain or
increase its market share, the Company must continue to price its products competitively, which may
lower revenue per unit and cause declines in gross margin, if the Company is unable to increase
unit volumes as well as reduce its costs.
Dependence Upon Customers
The Company is dependent on a few significant customers for a large portion of its total sales,
particularly in the consumer channel. Sales to the Companys five largest customers represented
approximately 38%, 39% and 37% of gross sales in fiscal 2005, fiscal 2004 and fiscal 2003,
respectively. Wal-Mart alone accounted for approximately 18%, 19% and 17% of the Companys net
sales for fiscal 2005, fiscal 2004 and fiscal 2003, respectively. The loss of one of the Companys
largest customers, or a material decrease in purchases by one or more of its largest customers,
would result in decreased sales and adversely impact the Companys income and cash flow.
Pricing Pressures
As the retail grocery trade continues to consolidate and the Companys retail customers grow larger
and become more sophisticated, the Companys retail customers are demanding lower pricing and
increased promotional programs. Further, these customers may begin to place a greater emphasis on
the lowest-cost supplier in making purchasing decisions, particularly if buying techniques such as
reverse internet auctions increase in popularity. An increased focus on the lowest-cost supplier
could reduce the benefits of some of the Companys competitive advantages. The Companys sales
volume growth could slow, and it may become necessary to lower the Companys prices and increase
promotional support of the Companys products, any of which would adversely affect its gross
profit.
Production Limitations
The Company has experienced significant sales growth as its customer demand has increased. If the
Company continues to experience comparable increases in customer demand, particularly prior to the
completion of the Companys facility consolidation project, it may be unable to fully satisfy its
customers supply needs. If the Company becomes unable to supply sufficient quantities of products,
it may lose sales and market share to its competitors.
Food Safety and Product Contamination
The Company could be adversely affected if consumers in the Companys principal markets lose
confidence in the safety of nut products, particularly with respect to peanut and tree nut
allergies. Individuals with peanut allergies may be at risk of serious illness or death resulting
from the consumption of the Companys nut products, including consumption of other companies
products containing the Companys products as an ingredient. Notwithstanding existing food safety
controls, the Company processes peanuts and tree nuts on the same equipment, and there is no
guarantee that the Companys peanut-free products will not be cross-contaminated by peanuts.
Concerns generated by risks of peanut and tree nut cross-contamination and other food safety
matters may discourage consumers from buying the Companys products, cause production and delivery
disruptions, or result in product recalls.
29
Product Liability and Product Recalls
The Company faces risks associated with product liability claims and product recalls in the event
its food safety and quality control procedures fail and its products cause injury or become
adulterated or misbranded. In addition, the Company does not control the labeling of other
companies products containing the Companys products as an ingredient. A product recall of a
sufficient quantity, or a significant product liability judgment against the Company, could cause
the Companys products to be unavailable for a period of time and could result in a loss of
consumer confidence in the Companys food products. These kinds of events, were they to occur,
would have a material adverse effect on demand for the Companys products and, consequently, the
Companys income and liquidity.
Retention of Key Personnel
The Companys future success will be largely dependent on the personal efforts of its senior
operating management team, including Michael J. Valentine, the Companys Executive Vice President
Finance, Chief Financial Officer and Secretary, Jeffrey T. Sanfilippo, the Companys Executive Vice
President Sales and Marketing, and Jasper B. Sanfilippo, Jr., the Companys Executive Vice
President of Operations, which has assumed management of the day-to-day operation of the Companys
business over the past two years. In addition, the Companys success depends on the talents of
James M. Barker, Senior Vice President Sales and Marketing, Everardo Soria, Senior Vice President
Pecan Operations and Procurement, Walter R. Tankersley, Jr., Senior Vice President Industrial Sales
and Charles M. Nicketta, Senior Vice President of Manufacturing. The Company believes that the
expertise and knowledge of these individuals in the industry, and in their respective fields, is a
critical factor to the Companys continued growth and success. The Company has not entered into an
employment agreement with any of these individuals, nor does the Company have key officer insurance
coverage policies in effect. The loss of the services of any of these individuals could have a
material adverse effect on the Companys business and prospects if the Company were unable to
identify a suitable candidate to replace any such individual. The Companys success is also
dependent upon its ability to attract and retain additional qualified marketing, technical and
other personnel, and there can be no assurance that the Company will be able to do so.
Risks and Uncertainties Regarding Facility Consolidation Project
The facility consolidation project may not result in significant cost savings or increases in
efficiency, or allow the Company to increase its production capabilities to meet expected increases
in customer demand. Moreover, the Companys expectations with respect to the financial impact of
the facility consolidation project are based on numerous estimates and assumptions, any or all of
which may differ from actual results. Such differences could substantially reduce the anticipated
benefit of the project.
More specifically, the following risks, among others, may limit the financial benefits of the
facility consolidation project:
|
|
|
delays and cost overruns in the construction of and equipment for the new
facility are possible and could offset other cost savings expected from the
consolidation;
|
|
|
|
|
the facility consolidation project is likely to have a negative impact on the
Companys earnings during the construction period;
|
|
|
|
|
the proceeds the Company receives from selling or renting its existing
facilities may be less than it expects, and the timing of the receipt of those
proceeds may be later than the Company has planned;
|
|
|
|
|
the facility consolidation project may not eliminate as many redundant
processes as the Company presently anticipates;
|
|
|
|
|
the Company may not realize the expected increase in demand for its products
necessary to justify additional production capacity created by the facility
consolidation;
|
|
|
|
|
the Company may have problems or unexpected costs in transferring equipment
or obtaining new equipment;
|
30
|
|
|
the Company may not be able to transfer production from its existing
facilities to the new facility without a significant interruption in its business;
|
|
|
|
|
moving the Companys facilities to a new location may cause attrition in its
personnel at levels that result in a significant interruption in its operations, and
the Company expects to incur additional annual compensation costs of approximately
$300,000 to facilitate the retention of certain of its key personnel while the
facility consolidation project is in process;
|
|
|
|
|
the Company may be required to fund a portion of the facility consolidation
project through additional financing, which may be at rates less favorable than its
current credit facilities;
|
|
|
|
|
the Company may be unable to refinance its Bank Credit Facility
|
|
|
|
|
the Company may be required to incur costs to exit existing leases;
|
|
|
|
|
the Company may not receive the anticipated rental income for the unused
portion of the Current Site; and
|
|
|
|
|
the Company may not be able to recover its investment in the Original Site.
|
If for any reason the Company were to realize less than the expected benefits from the facility
consolidation project, its future income stream, cash flows and debt levels could be materially
adversely affected. In addition, the facility consolidation project is in the early stages of
planning and unanticipated risks may develop as the project proceeds.
Government Regulation
The Company is subject to extensive regulation by the United States Food and Drug Administration,
the United States Department of Agriculture, the United States Environmental Protection Agency and
other state and local authorities in jurisdictions where its products are manufactured, processed
or sold. Among other things, these regulations govern the manufacturing, importation, processing,
packaging, storage, distribution and labeling of the Companys products. The Companys
manufacturing and processing facilities and products are subject to periodic compliance inspections
by federal, state and local authorities. The Company is also subject to environmental regulations
governing the discharge of air emissions, water and food waste, and the generation, handling,
storage, transportation, treatment and disposal of waste materials. Amendments to existing statutes
and regulations, adoption of new statutes and regulations, increased production at the Companys
existing facilities as well as its expansion into new operations and jurisdictions, may require the
Company to obtain additional licenses and permits and could require it to adapt or alter methods of
operations at costs that could be substantial. Compliance with applicable laws and regulations may
adversely affect the Companys business. Failure to comply with applicable laws and regulations
could subject the Company to civil remedies, including fines, injunctions, recalls or seizures, as
well as possible criminal sanctions, which could have a material adverse effect on the Companys
business.
Economic, Political and Social Risks of Doing Business in Emerging Markets
The Company purchases a substantial portion of its cashew inventories from India, Brazil and
Vietnam, which are in many respects emerging markets. To this extent, the Company is exposed to
risks inherent in emerging markets, including:
|
|
|
increased governmental ownership and regulation of the economy;
|
|
|
|
|
greater likelihood of inflation and adverse economic conditions
stemming from governmental attempts to reduce inflation, such as
imposition of higher interest rates and wage and price controls;
|
31
|
|
|
potential for contractual defaults or forced renegotiations on purchase contracts with
limited legal recourse;
|
|
|
|
|
tariffs and other barriers to trade that may reduce the Companys profitability; and
|
|
|
|
|
civil unrest and significant political instability.
|
The existence of these risks in these and other foreign countries that are the origins of the
Companys raw materials could jeopardize or limit its ability to purchase sufficient supplies of
cashews and other imported raw materials and may adversely affect the Companys income by
increasing the costs of doing business overseas.
Fixed Price Commitments
The great majority of the Companys industrial sales, and certain other customers, require the
Company to enter into fixed price commitments with its customers. Such commitments represented
approximately 28% of the Companys annual net sales in fiscal 2005, and in many cases are entered
into after the Companys cost to acquire the nut products necessary to satisfy the fixed price
commitment is substantially fixed. The commitments are for a fixed period of time, typically one
year, but may be extended if remaining balances exist. The Company expects to continue to enter
into fixed price commitments with respect to certain of its nut products prior to fixing its
acquisition cost in order to maintain customer relationships or when, in managements judgment,
market or crop harvest conditions so warrant. To the extent the Company does so, however, these
fixed price commitments may result in reduced gross profit margins that have a material adverse
effect on the Companys results of operations. The Companys results of operations were adversely
affected during the last half of fiscal 2004 and the first half of fiscal 2005 as outside purchases
of almonds and pecans were required to fulfill obligations under fixed-price contracts. The
Companys results of operations were also negatively impacted during the second and third quarters
of fiscal 2005 as higher cost tree nuts from the 2004 crop were used to fulfill remaining balances
on contracts that were priced using 2003 crop costs.
Inventory Measurement
The Company purchases its nut inventories from growers and farmers in large quantities at harvest
times, which are primarily during the second and third quarters of the Companys fiscal year, and
receives nut shipments in bulk truckloads. The weights of these nuts are measured using truck
scales at the time of receipt, and inventories are recorded on the basis of those measurements. The
nuts are then stored in bulk in large warehouses to be shelled or processed throughout the year.
Bulk-stored nut inventories are relieved on the basis of continuous high-speed bulk weighing
systems as the nuts are shelled or processed or on the basis of calculations derived from the
weight of the shelled nuts that are produced. While the Company performs various procedures to
confirm the accuracy of its bulk-stored nut inventories, these inventories are estimates that must
be periodically adjusted to account for positive or negative variations, and such adjustments
directly affect earnings. The precise amount of the Companys bulk-stored nut inventories is not
known until the entire quantity of the particular nut is depleted, which may not necessarily occur
every year. Prior crop year inventories may still be on hand as the new crop year inventories are
purchased. There can be no assurance that such inventory quantity adjustments will not have a
material adverse effect on the Companys results of operations in the future.
2002 Farm Bill
The Farm Security and Rural Investment Act of 2002 (the 2002 Farm Bill) terminated the federal
peanut quota program beginning with the 2002 crop year. The 2002 Farm Bill replaced the federal
peanut quota program with a fixed payment system through the 2007 crop year that can be either
coupled or decoupled. A coupled system is tied to the actual amount of production, while a
decoupled system is not. The series of loans and subsidies established by the 2002 Farm Bill is
similar to the systems used for other crops such as grains and cotton. To compensate farmers for
the elimination of the peanut quota, the 2002 Farm Bill provides a buy-out at a specified rate for
each pound of peanuts that had been in that farmers quota under the prior program. Additionally,
among other provisions, the Secretary of Agriculture may make certain counter-cyclical payments
whenever the Secretary believes that the effective price for peanuts is less than the target price.
The termination of the federal peanut quota program has reduced the Companys costs for peanuts,
beginning in fiscal 2003, and has
32
resulted in a higher gross margin than the Company has historically achieved. Although this margin
is now similar to the Companys total gross profit margin, the Company may be unable to maintain
these higher gross profit margins on the sale of peanuts, and the Companys business, financial
position and results of operations would thus be materially adversely affected.
Public Health Security and Bioterrorism Preparedness and Response Act of 2002
The events of September 11, 2001 reinforced the need to enhance the security of the United States.
Congress responded in part by passing the Public Health Security and Bioterrorism Preparedness and
Response Act of 2002 (the Bioterrorism Act). The Bioterrorism Act includes a number of provisions
to help guard against the threat of bioterrorism, including new authority for the Secretary of
Health and Human Services (HHS) to take action to protect the nations food supply against the
threat of international contamination. The Food and Drug Administration (FDA), as the food
regulatory arm of HHS, is responsible for developing and implementing these food safety measures,
which fall into four broad categories: (i) registration of food facilities, (ii) establishment and
maintenance of records regarding the sources and recipients of foods, (iii) prior notice to FDA of
imported food shipments and (iv) administrative detention of potentially affected foods. FDA has
issued rules in each of these categories, which rules generally took effect on December 12, 2003.
There can be no assurances that the effects of the Bioterrorism Act and the related rules,
including any potential disruption in the Companys supply of imported nuts, which represented
approximately 37% of the Companys total nut purchases in fiscal 2005, will not have a material
adverse effect on the Companys business, financial position or results of operations in the
future.
Peanut Shelling Industry Antitrust Investigation
On June 17, 2003, the Company received a subpoena for the production of documents and records from
a grand jury in connection with an investigation of a portion of the peanut shelling industry by
the Antitrust Division of the United States Department of Justice. The Company believes the
investigation relates to procurement pricing practices but it could concern other or additional
business practices. The Company has responded to the subpoena and has produced documents to the
Department of Justice, and two employees of the Company have appeared before the grand jury. The
investigation, of which the Company and the employees are subjects, is on-going. The investigation
may have a material adverse effect on the Companys business, financial condition and results of
operations, and on the peanut shelling industry.
Item 7A Quantitative and Qualitative Disclosures About Market Risk
The Company is exposed to the impact of changes in interest rates and to commodity prices of raw
material purchases. The Company has not entered into any arrangements to hedge against changes in
market interest rates, commodity prices or foreign currency fluctuations.
The Company is unable to engage in hedging activity related to commodity prices, since there are no
established futures markets for nuts. Approximately 37% of nut purchases for fiscal 2005 were made
from foreign countries, and while these purchases were payable in U.S. dollars, the underlying
costs may fluctuate with changes in the value of the U.S. dollar relative to the currency in the
foreign country.
The Company is exposed to interest rate risk on the Bank Credit Facility, its only variable rate
credit facility because the Company has not entered into any hedging instruments which fix the
floating rate. A hypothetical 10% adverse change in weighted-average interest rates would have had
an immaterial impact on the Companys net income and cash flows from operating activities.
33
Item 8 Financial Statements and Supplementary Data
REPORT OF INDEPENDENT REGISTERED PUBLIC ACCOUNTING FIRM
To the Board of Directors and Stockholders of John B. Sanfilippo & Son, Inc:
We have completed an integrated audit of John B. Sanfilippo & Son, Inc.s June 30, 2005
consolidated financial statements and of its internal control over financial reporting as of June
30, 2005 and audits of its June 24, 2004 and June 26, 2003 consolidated financial statements in
accordance with the standards of the Public Company Accounting Oversight Board (United States).
Our opinions, based on our audits, are presented below.
Consolidated financial statements
In our opinion, the accompanying consolidated balance sheets and the related consolidated
statements of operations, stockholders equity, and cash flows present fairly, in all material
respects, the financial position of John B. Sanfilippo & Son, Inc. and its subsidiary at June 30,
2005 and June 24, 2004, and the results of their operations and their cash flows for each of the
three years in the period ended June 30, 2005 in conformity with accounting principles generally
accepted in the United States of America. These financial statements are the responsibility of the
Companys management. Our responsibility is to express an opinion on these financial statements
based on our audits. We conducted our audits of these statements in accordance with the standards
of the Public Company Accounting Oversight Board (United States). Those standards require that we
plan and perform the audit to obtain reasonable assurance about whether the financial statements
are free of material misstatement. An audit of financial statements includes examining, on a test
basis, evidence supporting the amounts and disclosures in the financial statements, assessing the
accounting principles used and significant estimates made by management, and evaluating the overall
financial statement presentation. We believe that our audits provide a reasonable basis for our
opinion.
Internal control over financial reporting
Also, in our opinion, managements assessment, included in the accompanying
Managements Report on Internal Control Over Financial Reporting, that the Company
maintained effective internal control over financial reporting as of June 30, 2005 based on
criteria established in
Internal Control Integrated Framework
issued by the Committee of
Sponsoring Organizations of the Treadway Commission (COSO), is fairly stated, in all material
respects, based on those criteria. Furthermore, in our opinion, the Company maintained, in all
material respects, effective internal control over financial reporting as of June 30, 2005, based
on criteria established in
Internal Control-Integrated Framework
issued by the COSO. The
Companys management is responsible for maintaining effective internal control over financial
reporting and for its assessment of the effectiveness of internal control over financial
reporting. Our responsibility is to express opinions on managements assessment and on the
effectiveness of the Companys internal control over financial reporting based on our audit. We
conducted our audit of internal control over financial reporting in accordance with the standards
of the Public Company Accounting Oversight Board (United States). Those standards require that
we plan and perform the audit to obtain reasonable assurance about whether effective internal
control over financial reporting was maintained in all material respects. An audit of internal
control over financial reporting includes obtaining an understanding of internal control over
financial reporting, evaluating managements assessment, testing and evaluating the design and
operating effectiveness of internal control, and performing such other procedures as we consider
necessary in the circumstances. We believe that our audit provides a reasonable basis for our
opinions.
A companys internal control over financial reporting is a process designed to provide reasonable
assurance regarding the reliability of financial reporting and the preparation of financial
statements for external purposes in accordance with generally accepted accounting principles. A
companys internal control over financial reporting includes those policies and procedures that (i)
pertain to the maintenance of records that, in reasonable detail, accurately and fairly reflect the
transactions and dispositions of the assets of the company; (ii) provide reasonable assurance that
transactions are recorded as necessary to permit preparation of financial statements in accordance
with generally
34
accepted accounting principles, and that receipts and expenditures of the company are being made
only in accordance with authorizations of management and directors of the company; and (iii)
provide reasonable assurance regarding prevention or timely detection of unauthorized acquisition,
use, or disposition of the companys assets that could have a material effect on the financial
statements.
Because of its inherent limitations, internal control over financial reporting may not prevent or
detect misstatements. Also, projections of any evaluation of effectiveness to future periods are
subject to the risk that controls may become inadequate because of changes in conditions, or that
the degree of compliance with the policies or procedures may deteriorate.
/s/ PRICEWATERHOUSECOOPERS LLP
PricewaterhouseCoopers LLP
Chicago, Illinois
September 28, 2005
35
JOHN B. SANFILIPPO & SON, INC.
CONSOLIDATED BALANCE SHEETS
June 30, 2005 and June 24, 2004
(dollars in thousands, except per share amounts
)
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
|
2005
|
|
|
2004
|
|
|
|
|
|
|
|
|
ASSETS
|
|
|
|
|
|
|
|
|
CURRENT ASSETS:
|
|
|
|
|
|
|
|
|
Cash
|
|
$
|
1,885
|
|
|
$
|
2,085
|
|
Accounts receivable, less allowances of $3,729 and $1,977
|
|
|
39,002
|
|
|
|
35,550
|
|
Inventories
|
|
|
217,624
|
|
|
|
127,459
|
|
Income taxes receivable
|
|
|
|
|
|
|
943
|
|
Deferred income taxes
|
|
|
1,742
|
|
|
|
1,301
|
|
Prepaid expenses and other current assets
|
|
|
1,663
|
|
|
|
2,103
|
|
|
|
|
|
|
|
|
TOTAL CURRENT ASSETS
|
|
|
261,916
|
|
|
|
169,441
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
PROPERTY, PLANT AND EQUIPMENT:
|
|
|
|
|
|
|
|
|
Land
|
|
|
9,333
|
|
|
|
1,863
|
|
Buildings
|
|
|
66,288
|
|
|
|
65,747
|
|
Machinery and equipment
|
|
|
104,703
|
|
|
|
97,137
|
|
Furniture and leasehold improvements
|
|
|
5,437
|
|
|
|
5,435
|
|
Vehicles
|
|
|
3,070
|
|
|
|
3,013
|
|
Construction in progress
|
|
|
12,771
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
201,602
|
|
|
|
173,195
|
|
Less: Accumulated depreciation
|
|
|
112,599
|
|
|
|
104,250
|
|
|
|
|
|
|
|
|
|
|
|
89,003
|
|
|
|
68,945
|
|
Rental investment property, less accumulated depreciation of $128 and $0
|
|
|
28,766
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL PROPERTY, PLANT AND EQUIPMENT
|
|
|
117,769
|
|
|
|
68,945
|
|
|
|
|
|
|
|
|
Cash surrender value of officers life insurance and other assets
|
|
|
4,468
|
|
|
|
3,946
|
|
Development agreement
|
|
|
6,802
|
|
|
|
659
|
|
Goodwill, less accumulated amortization of $1,262
|
|
|
1,242
|
|
|
|
1,242
|
|
Brand name, less accumulated amortization of $5,645 and $5,219
|
|
|
2,275
|
|
|
|
2,701
|
|
|
|
|
|
|
|
|
TOTAL ASSETS
|
|
$
|
394,472
|
|
|
$
|
246,934
|
|
|
|
|
|
|
|
|
The accompanying notes are an integral part of these consolidated financial statements.
36
JOHN B. SANFILIPPO & SON, INC.
CONSOLIDATED BALANCE SHEETS
June 30, 2005 and June 24, 2004
(dollars in thousands, except per share amounts
)
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
|
2005
|
|
|
2004
|
|
LIABILITIES & STOCKHOLDERS EQUITY
|
|
|
|
|
|
|
|
|
CURRENT LIABILITIES:
|
|
|
|
|
|
|
|
|
Revolving credit facility borrowings
|
|
$
|
66,561
|
|
|
$
|
5,269
|
|
Current maturities of long-term debt, including related party debt of
$703 and $609
|
|
|
10,611
|
|
|
|
1,277
|
|
Accounts payable, including related party payables of $1,113 and $502
|
|
|
29,908
|
|
|
|
16,388
|
|
Book overdraft
|
|
|
3,047
|
|
|
|
7,926
|
|
Accrued payroll and related benefits
|
|
|
5,696
|
|
|
|
9,474
|
|
Accrued workers compensation
|
|
|
3,564
|
|
|
|
3,115
|
|
Other accrued expenses
|
|
|
3,970
|
|
|
|
3,138
|
|
Income taxes payable
|
|
|
795
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL CURRENT LIABILITIES
|
|
|
124,152
|
|
|
|
46,587
|
|
|
|
|
|
|
|
|
LONG-TERM LIABILITIES:
|
|
|
|
|
|
|
|
|
Long-term debt, less current maturities, including related party debt
of $3,929 and $4,638
|
|
|
67,002
|
|
|
|
12,620
|
|
Deferred income taxes
|
|
|
7,143
|
|
|
|
6,367
|
|
|
|
|
|
|
|
|
TOTAL LONG-TERM LIABILITIES
|
|
|
74,145
|
|
|
|
18,987
|
|
|
|
|
|
|
|
|
COMMITMENTS AND CONTINGENCIES
|
|
|
|
|
|
|
|
|
STOCKHOLDERS EQUITY:
|
|
|
|
|
|
|
|
|
Class A Common Stock, convertible to Common Stock on a per
share basis, cumulative voting rights of ten votes
per share, $.01 par value; 10,000,000 shares authorized, 2,597,426 shares issued and outstanding
|
|
|
26
|
|
|
|
26
|
|
Common Stock, noncumulative voting rights of one vote per
share, $.01 par value; 17,000,000 and 10,000,000 shares authorized,
8,100,349 and 8,079,224 shares issued and outstanding
|
|
|
81
|
|
|
|
81
|
|
Capital in excess of par value
|
|
|
99,164
|
|
|
|
98,848
|
|
Retained earnings
|
|
|
98,108
|
|
|
|
83,609
|
|
Treasury stock, at cost; 117,900 shares of Common Stock
|
|
|
(1,204
|
)
|
|
|
(1,204
|
)
|
|
|
|
|
|
|
|
TOTAL STOCKHOLDERS EQUITY
|
|
|
196,175
|
|
|
|
181,360
|
|
|
|
|
|
|
|
|
TOTAL LIABILITIES & STOCKHOLDERS EQUITY
|
|
$
|
394,472
|
|
|
$
|
246,934
|
|
|
|
|
|
|
|
|
The accompanying notes are an integral part of these consolidated financial statements.
37
JOHN B. SANFILIPPO & SON, INC.
CONSOLIDATED STATEMENTS OF OPERATIONS
For the years ended June 30, 2005, June 24, 2004 and June 26, 2003
(
dollars in thousands, except for earnings per share
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
|
June 30, 2005
|
|
|
June 24, 2004
|
|
|
June 26, 2003
|
|
Net sales
|
|
$
|
581,729
|
|
|
$
|
520,811
|
|
|
$
|
419,677
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cost of sales
|
|
|
503,300
|
|
|
|
428,967
|
|
|
|
346,755
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gross profit
|
|
|
78,429
|
|
|
|
91,844
|
|
|
|
72,922
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Selling expenses
|
|
|
39,417
|
|
|
|
37,288
|
|
|
|
33,500
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Administrative expenses
|
|
|
12,425
|
|
|
|
13,492
|
|
|
|
10,593
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total selling and administrative expenses
|
|
|
51,842
|
|
|
|
50,780
|
|
|
|
44,093
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Income from operations
|
|
|
26,587
|
|
|
|
41,064
|
|
|
|
28,829
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Other income (expense):
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Interest expense ($699, $775 and $842
to related parties)
|
|
|
(3,998
|
)
|
|
|
(3,434
|
)
|
|
|
(4,681
|
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Debt extinguishment fees
|
|
|
|
|
|
|
(972
|
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rental and miscellaneous income, net
|
|
|
1,179
|
|
|
|
440
|
|
|
|
486
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total other expense, net
|
|
|
(2,819
|
)
|
|
|
(3,966
|
)
|
|
|
(4,195
|
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Income before income taxes
|
|
|
23,768
|
|
|
|
37,098
|
|
|
|
24,634
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Income tax expense
|
|
|
9,269
|
|
|
|
14,468
|
|
|
|
9,607
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net income
|
|
$
|
14,499
|
|
|
$
|
22,630
|
|
|
$
|
15,027
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Earnings per common share:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Basic
|
|
$
|
1.37
|
|
|
$
|
2.35
|
|
|
$
|
1.63
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Diluted
|
|
$
|
1.35
|
|
|
$
|
2.32
|
|
|
$
|
1.61
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Weighted average shares outstanding:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Basic
|
|
|
10,568,400
|
|
|
|
9,648,456
|
|
|
|
9,198,957
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Diluted
|
|
|
10,720,641
|
|
|
|
9,758,769
|
|
|
|
9,332,889
|
|
|
|
|
|
|
|
|
|
|
|
The accompanying notes are an integral part of these consolidated financial statements.
38
JOHN B. SANFILIPPO & SON, INC.
CONSOLIDATED STATEMENTS OF STOCKHOLDERS EQUITY
For the years ended June 30, 2005, June 24, 2004 and June 26, 2003
(
dollars in thousands
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Capital In
|
|
|
|
|
|
|
|
|
|
|
|
|
Class A Common Stock
|
|
|
Common Stock
|
|
|
Excess of
|
|
|
Retained
|
|
|
Treasury
|
|
|
|
|
|
|
Shares
|
|
|
Amount
|
|
|
Shares
|
|
|
Amount
|
|
|
Par Value
|
|
|
Earnings
|
|
|
Stock
|
|
|
Total
|
|
|
|
|
Balance, June 27, 2002
|
|
|
3,687,426
|
|
|
$
|
37
|
|
|
|
5,583,939
|
|
|
$
|
56
|
|
|
$
|
57,219
|
|
|
$
|
45,952
|
|
|
$
|
(1,204
|
)
|
|
$
|
102,060
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net income and
comprehensive income
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15,027
|
|
|
|
|
|
|
|
15,027
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Stock option exercises
|
|
|
|
|
|
|
|
|
|
|
171,625
|
|
|
|
2
|
|
|
|
1,173
|
|
|
|
|
|
|
|
|
|
|
|
1,175
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Tax benefit of stock
option exercises
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
519
|
|
|
|
|
|
|
|
|
|
|
|
519
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Conversion of Class A
Common Stock
|
|
|
(20,000
|
)
|
|
|
|
|
|
|
20,000
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Balance, June 26, 2003
|
|
|
3,667,426
|
|
|
$
|
37
|
|
|
|
5,775,564
|
|
|
$
|
58
|
|
|
$
|
58,911
|
|
|
$
|
60,979
|
|
|
$
|
(1,204
|
)
|
|
$
|
118,781
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net income and
comprehensive income
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
22,630
|
|
|
|
|
|
|
|
22,630
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Stock option exercises
|
|
|
|
|
|
|
|
|
|
|
83,660
|
|
|
|
1
|
|
|
|
488
|
|
|
|
|
|
|
|
|
|
|
|
489
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Tax benefit of stock
option exercises
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
856
|
|
|
|
|
|
|
|
|
|
|
|
856
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Conversion of Class A
Common Stock
|
|
|
(1,070,000
|
)
|
|
|
(11
|
)
|
|
|
1,070,000
|
|
|
|
11
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Issuance of Common
Stock
|
|
|
|
|
|
|
|
|
|
|
1,150,000
|
|
|
|
11
|
|
|
|
38,593
|
|
|
|
|
|
|
|
|
|
|
|
38,604
|
|
Balance, June 24, 2004
|
|
|
2,597,426
|
|
|
$
|
26
|
|
|
|
8,079,224
|
|
|
$
|
81
|
|
|
$
|
98,848
|
|
|
$
|
83,609
|
|
|
$
|
(1,204
|
)
|
|
$
|
181,360
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net income and
comprehensive income
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14,499
|
|
|
|
|
|
|
|
14,499
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Stock option exercises
|
|
|
|
|
|
|
|
|
|
|
21,125
|
|
|
|
|
|
|
|
198
|
|
|
|
|
|
|
|
|
|
|
|
198
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Tax benefit of stock
option exercises
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
118
|
|
|
|
|
|
|
|
|
|
|
|
118
|
|
|
|
|
Balance, June 30, 2005
|
|
|
2,597,426
|
|
|
$
|
26
|
|
|
|
8,100,349
|
|
|
$
|
81
|
|
|
$
|
99,164
|
|
|
$
|
98,108
|
|
|
$
|
(1,204
|
)
|
|
$
|
196,175
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
The accompanying notes are an integral part of these consolidated financial statements.
39
JOHN B. SANFILIPPO & SON, INC.
CONSOLIDATED STATEMENTS OF CASH FLOWS
For the years ended June 30, 2005, June 24, 2004 and June 26, 2003
(
dollars in thousands
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
|
June 30, 2005
|
|
|
June 24, 2004
|
|
|
June 26, 2003
|
|
Cash flows from operating activities:
|
|
|
|
|
|
|
|
|
|
|
|
|
Net income
|
|
$
|
14,499
|
|
|
$
|
22,630
|
|
|
$
|
15,027
|
|
Depreciation and amortization
|
|
|
10,501
|
|
|
|
11,190
|
|
|
|
11,248
|
|
(Gain) loss on disposition of properties
|
|
|
(31
|
)
|
|
|
24
|
|
|
|
(14
|
)
|
Deferred income tax expense/(benefit)
|
|
|
336
|
|
|
|
3,359
|
|
|
|
(378
|
)
|
Tax benefit of option exercises
|
|
|
118
|
|
|
|
856
|
|
|
|
519
|
|
Change in current assets and current liabilities:
|
|
|
|
|
|
|
|
|
|
|
|
|
Accounts receivable, net
|
|
|
(3,452
|
)
|
|
|
(6,408
|
)
|
|
|
(5,009
|
)
|
Inventories
|
|
|
(90,165
|
)
|
|
|
(15,443
|
)
|
|
|
(12,531
|
)
|
Prepaid expenses and other current assets
|
|
|
440
|
|
|
|
89
|
|
|
|
840
|
|
Accounts payable
|
|
|
13,520
|
|
|
|
2,730
|
|
|
|
(4,083
|
)
|
Accrued expenses
|
|
|
(2,497
|
)
|
|
|
3,028
|
|
|
|
2,601
|
|
Income taxes receivable/payable
|
|
|
1,738
|
|
|
|
(474
|
)
|
|
|
(767
|
)
|
Other operating assets
|
|
|
(2,360
|
)
|
|
|
(1,356
|
)
|
|
|
(1,508
|
)
|
|
|
|
|
|
|
|
|
|
|
Net cash (used in) provided by operating
activities
|
|
|
(57,353
|
)
|
|
|
20,225
|
|
|
|
5,945
|
|
|
|
|
|
|
|
|
|
|
|
Cash flows from investing activities:
|
|
|
|
|
|
|
|
|
|
|
|
|
Purchases of property, plant and equipment
|
|
|
(8,628
|
)
|
|
|
(6,880
|
)
|
|
|
(5,239
|
)
|
Facility expansion costs
|
|
|
(48,997
|
)
|
|
|
(3,610
|
)
|
|
|
(2,687
|
)
|
Development agreement costs
|
|
|
(6,143
|
)
|
|
|
(659
|
)
|
|
|
|
|
Proceeds from disposition of assets
|
|
|
135
|
|
|
|
1
|
|
|
|
29
|
|
|
|
|
|
|
|
|
|
|
|
Net cash used in investing activities
|
|
|
(63,633
|
)
|
|
|
(11,148
|
)
|
|
|
(7,897
|
)
|
|
|
|
|
|
|
|
|
|
|
Cash flows from financing activities:
|
|
|
|
|
|
|
|
|
|
|
|
|
Borrowings under revolving credit facility
|
|
|
149,879
|
|
|
|
152,682
|
|
|
|
130,056
|
|
Repayments of revolving credit borrowings
|
|
|
(88,587
|
)
|
|
|
(177,115
|
)
|
|
|
(123,873
|
)
|
Issuance of long-term debt
|
|
|
65,000
|
|
|
|
|
|
|
|
|
|
Debt issuance costs
|
|
|
458
|
|
|
|
|
|
|
|
|
|
Principal payments on long-term debt
|
|
|
(1,284
|
)
|
|
|
(26,519
|
)
|
|
|
(5,688
|
)
|
(Decrease)/increase in book overdraft
|
|
|
(4,879
|
)
|
|
|
2,419
|
|
|
|
1,458
|
|
Issuance of Common Stock under option plans
|
|
|
199
|
|
|
|
489
|
|
|
|
1,175
|
|
Net proceeds from issuance of Common Stock
|
|
|
|
|
|
|
38,604
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net cash provided by (used in) financing
activities
|
|
|
120,786
|
|
|
|
(9,440
|
)
|
|
|
3,128
|
|
|
|
|
|
|
|
|
|
|
|
Net (decrease) increase in cash
|
|
|
(200
|
)
|
|
|
(363
|
)
|
|
|
1,176
|
|
Cash:
|
|
|
|
|
|
|
|
|
|
|
|
|
Beginning of period
|
|
|
2,085
|
|
|
|
2,448
|
|
|
|
1,272
|
|
|
|
|
|
|
|
|
|
|
|
End of period
|
|
$
|
1,885
|
|
|
$
|
2,085
|
|
|
$
|
2,448
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Supplemental disclosures of cash flow information:
|
|
|
|
|
|
|
|
|
|
|
|
|
Interest paid
|
|
$
|
3,351
|
|
|
$
|
3,999
|
|
|
$
|
4,579
|
|
Income taxes paid
|
|
|
6,812
|
|
|
|
10,807
|
|
|
|
10,287
|
|
The accompanying notes are an integral part of these consolidated financial statements.
40
JOHN B. SANFILIPPO & SON, INC.
NOTES TO CONSOLIDATED FINANCIAL STATEMENTS
(dollars in thousands, except per share data)
NOTE 1 NATURE OF BUSINESS
John B. Sanfilippo & Son, Inc. is one of the leading processors and marketers of tree nuts and
peanuts in the United States. These nuts are sold under a variety of private labels and under the
Companys
Fisher, Evons, Flavor Tree, Sunshine Country, Texas Pride
and
Tom Scott
brand names.
The Company also markets and distributes, and in most cases manufactures or processes, a diverse
product line of food and snack items, including peanut butter, candy and confections, natural
snacks and trail mixes, sunflower seeds, corn snacks, sesame sticks and other sesame snack
products. The Company has plants located throughout the United States. Revenues are generated from
sales to a variety of customers, including several major retailers and the U.S. government which
are made on an unsecured basis.
NOTE 2 SIGNIFICANT ACCOUNTING POLICIES
Basis of Presentation and Consolidation
The consolidated financial statements include the accounts of John B. Sanfilippo & Son, Inc.
and its previously wholly-owned subsidiary, JBS International, Inc., which was dissolved in
November, 2004 (collectively, the Company). Certain prior years amounts have been reclassified
to conform to the current years presentation. The Companys fiscal year ends on the last Thursday
of June each year, and typically consists of fifty-two weeks (four thirteen week quarters), but the
fiscal year ended June 30, 2005 consisted of fifty-three weeks, with the fourth quarter containing
fourteen weeks.
Management Estimates
The preparation of financial statements in conformity with generally accepted accounting
principles requires management to make estimates and assumptions that affect the reported amounts
of assets and liabilities and disclosure of contingent assets and liabilities at the date of the
financial statements and the reported amounts of revenues and expenses during the reporting period.
Significant estimates include reserves for customer deductions, allowances for doubtful accounts
and the costing and carrying value of inventories. Actual results could differ from those
estimates.
Accounts Receivable
Accounts receivable are stated at the amounts charged to customers, less: (i) allowances for
doubtful accounts, and (ii) reserves for estimated cash discounts and customer deductions. The
allowance for doubtful accounts is calculated by specifically identifying customers that are credit
risks. The reserve for estimated cash discounts is based on actual payments. The reserve for
customer deductions represents known customer short payments and an estimate of future credit memos
that will be issued to customers related to rebates and allowances for marketing and promotions
based on historical experience.
Inventories
Inventories, which consist principally of inshell bulk-stored nuts, shelled nuts and processed
and packaged nut products, are stated at the lower of cost (first-in, first-out) or market.
Inventory costs are reviewed each quarter. Fluctuations in the market price of peanuts, pecans,
walnuts, almonds and other nuts may affect the value of inventory and gross profit and gross profit
margin. If expected market sales prices were to move below cost, the Company would record
adjustments to write down the carrying values of inventories to fair market value. The results of
the Companys shelling process can also result in changes to its inventory costs, for example based
upon actual versus expected crop yields. The Company maintains significant inventories of
bulk-stored inshell pecans, walnuts and peanuts. Quantities of inshell bulk-stored nuts are
determined based on the Companys inventory systems and are subject to quarterly physical
verification techniques including observation, weighing and other methods. The quantities of each
crop year bulk-stored nut inventories are generally shelled out over a ten to fifteen month period,
at which time revisions to any estimates are also recorded.
41
Property, Plant and Equipment
Property, plant and equipment are stated at cost. Major improvements that extend the useful
life are capitalized and charged to expense through depreciation. Repairs and maintenance are
charged to expense as incurred. The cost and accumulated depreciation of assets sold or retired are
removed from the respective accounts, and any gain or loss is recognized currently in operating
income. Cost is depreciated using the straight-line method over the following estimated useful
lives: buildings 30 to 40 years, machinery and equipment 5 to 10 years, furniture and
leasehold improvements 5 to 10 years and vehicles 3 to 5 years. Depreciation expense was
$8,697, $8,637 and $8,253 for the years ended June 30, 2005, June 24, 2004 and June 26, 2003,
respectively. The Company capitalizes interest costs on its projects. The amount of interest
capitalized was not material for the years ended June 30, 2005, June 24, 2004 and June 26, 2003.
Certain lease transactions relating to the financing of buildings are accounted for as capital
leases, whereby the present value of future rental payments, discounted at the interest rate
implicit in the lease, is recorded as a liability. See Note 6. A corresponding amount is
capitalized as the cost of the assets and is depreciated on a straight-line basis over the
estimated lives of the assets or over the lease terms which range from 20 to 30 years, whichever is
shorter. The cost and accumulated depreciation of capitalized lease assets were $9,520 and $8,254,
respectively at June 30, 2005, and $9,520 and $7,855 at June 24, 2004, respectively.
Long-Lived Assets
The Company reviews long-lived assets to assess recoverability from projected undiscounted
cash flows whenever events or changes in facts and circumstances indicate that the carrying value
of the assets may not be recoverable. An impairment loss is recognized in operating results when
future undiscounted cash flows are less than the assets carrying value. The impairment loss would
adjust the carrying value to the assets fair value. To date the Company has not recorded any
impairment charges. In connection with the Companys facility consolidation project, management
performed a review of assets in its existing Chicago area facilities. There was no impairment of
these assets, however the useful lives of certain assets will be adjusted to the remaining time
that the assets are expected to be utilized.
Facility Consolidation Project
In April 2005, the Company acquired property to be used for its facility consolidation
project. Two buildings are located on the property, one of which is an office building of which
41.5% is being leased back to the seller for a minimum period of three years. The Company intends
to lease the remaining portion of the office building. The other building, a warehouse will be
expanded and modified to be used for the Companys principal processing facility and headquarters.
The warehouse building was leased back to the seller for a one and one-half month period. The
allocation of the purchase price to the two buildings was determined through a third party
appraisal. The value assigned to the office building is included in rental investment property on
the balance sheet. The value assigned to the warehouse building is included in property, plant and
equipment.
The net rental income from the office building and the warehouse building, included in rental and
miscellaneous income, net, was $503 for fiscal 2005. Gross rental income was $927 for fiscal 2005.
Future rental income under these operating leases are as follows for the years ending:
|
|
|
|
|
June 29, 2006
|
|
$
|
1,622
|
|
June 28, 2007
|
|
|
1,536
|
|
June 26, 2008
|
|
|
1,216
|
|
|
|
|
|
|
|
$
|
4,374
|
|
|
|
|
|
In May 2004, the Company and certain partnerships controlled by executive officers and directors of
the Company entered into an agreement with the City of Elgin, Illinois for the development and
purchase of land where a new facility would be constructed (the Development Agreement). The
Development Agreement provides for certain conditions, including but not limited to the completion
of environmental and asbestos remediation procedures, the inclusion of the property in the Elgin
enterprise zone and the
42
establishment of a tax incremental financing district covering the property. During fiscal 2005,
the Company decided to purchase an alternate site for a new facility, also located in Elgin, and
fulfilled its obligations, subject to final notification from the State of Illinois, under the
Development Agreement to remediate the property. The Companys costs under the Development
Agreement totaling $6,802 and $659 at June 30, 2005 and June 24, 2004, respectively, are included
in Other Assets. The Company is currently negotiating with the City of Elgin for a possible
transfer of title to the Company from the City of Elgin, after which time the Original Site would
be marketed to potential buyers. The Company performed a review for realization of the carrying
value under the Development Agreement, and concluded that no adjustment of the carrying value was
required.
Introductory Funds
The ability to sell to certain retail customers often requires upfront payments to be made by
the Company. Such payments are frequently made pursuant to contracts that stipulate the term of the
agreement, the quantity and type of products to be sold and any exclusivity requirements. The cost
of these payments is recorded as an asset and is amortized on a straight-line basis over the term
of the contract. The Company expenses payments if no written arrangement exists and amounts are not
recoverable in the event of customer cancellation. Total introductory funds included in other
assets and prepaid expenses and other current assets were $710 at June 30, 2005 and $1,276 at June
24, 2004. Amortization expense, which is recorded as a reduction in net sales, was $1,173, $1,820
and $2,262 for the years ended June 30, 2005, June 24, 2004 and June 26, 2003, respectively.
Goodwill and Brand Name
The Company adopted Financial Accounting Standards Board (FASB) Statement of Financial
Accounting Standards No. 142 (SFAS 142), Goodwill and Other Intangible Assets, effective June
28, 2002. SFAS 142 requires, among other things, the discontinuance of goodwill amortization. In
addition, SFAS 142 includes provisions for the reclassification of certain existing recognized
intangible assets as goodwill, reassessment of the useful lives of existing recognized intangible
assets, reclassification of certain intangible assets out of previously reported goodwill and the
identification of reporting units for purposes of assessing potential future impairments of
goodwill. The adoption of SFAS 142 did not have a significant impact on the Companys results of
operations as annual goodwill amortization expense was $123 and based upon managements testing,
including an independent valuation, no impairment existed at that time.
The Companys recorded assets at June 28, 2002 included both an intangible asset and goodwill. The
intangible asset consists of the Fisher brand name that was acquired in 1995. The Company
determined that the brand name is of a finite life and is being amortized over a fifteen-year
period. Annual amortization expense for each of the next five fiscal years is expected to be
approximately $427. Amortization expense was approximately $426, $427 and $427 for the years ended
June 30, 2005, June 24, 2004 and June 26, 2003, respectively.
Goodwill represents the excess of the purchase price over the fair value of the net assets in the
Companys acquisition of Sunshine Nut Co., Inc. which occurred in 1992. The Company determined
that it has no separate reporting units; therefore, the goodwill impairment test is performed using
the fair value of the entire Company.
The Company is required to review the carrying value of goodwill for impairment at least annually
or if circumstances indicate that the carrying amount of the asset may not be recoverable. If an
impairment were determined to exist, any impairment loss would be recorded to adjust the assets
carrying value to its fair value. Based upon the results of managements impairment testing, no
adjustment to the carrying amount of goodwill and the intangible asset is required. As required
under SFAS 142, amortization of goodwill has been discontinued.
Fair Value of Financial Instruments
Based on borrowing rates presently available to the Company under similar borrowing
arrangements, the Company believes the recorded amount of its long-term debt obligations
approximates fair market value. The carrying amount of the Companys other financial instruments
approximates their estimated fair value based on market prices for the same or similar type of
financial instruments.
43
Revenue Recognition
The Company recognizes revenue when a persuasive arrangement exists, title has transferred
(based upon terms of shipment), price is fixed, delivery occurs and collection is reasonably
assured. The Company sells its products under various arrangements which include customer contracts
which fix the sales price for periods, typically of up to one year, for some industrial customers
and through specific programs, consisting of promotion allowances, volume and customer rebates and
marketing allowances, among others, to consumer and food service customers. Revenues are recorded
net of rebates and promotion and marketing allowances. While customers do have the right to return
products, past experience has demonstrated that product returns have been insignificant.
Provisions for returns are reflected as a reduction in net sales and are estimated based upon
customer specific circumstances. Billings for shipping and handling costs are included in revenues.
Significant Customers
The highly competitive nature of the Companys business provides an environment for the loss
of customers and the opportunity to gain new customers. Net sales to Wal-Mart Stores, Inc.
represented approximately 18%, 19% and 17% of the Companys net sales for the years ended June 30,
2005, June 24, 2004 and June 26, 2003, respectively. Net accounts receivable from Wal-Mart Stores,
Inc. were $4,225 and $3,821 at June 30, 2005 and June 24, 2004, respectively.
Promotion and Advertising Costs
Promotion allowances, customer rebates and marketing allowances are recorded at the time
revenue is recognized and are reflected as reductions in sales. Annual volume rebates are
estimated based upon projected volumes for the year, while promotion and marketing allowances are
recorded based upon terms of the actual arrangements. Coupon incentives have not been significant
and are recorded at the time of distribution. The Company expenses the costs of advertising, which
include newspaper and other advertising activities, as incurred. Advertising expenses for the
years ended June 30, 2005, June 24, 2004 and June 26, 2003 were $1,896, $1,344 and $1,042,
respectively.
Shipping and Handling Costs
Shipping and handling costs, which include freight and other expenses to prepare finished
goods for shipment, are included in selling expenses. For the years ended June 30, 2005, June 24,
2004 and June 26, 2003, shipping and handling costs totaled $19,004, $16,696 and $14,334,
respectively.
Income Taxes
The Company accounts for income taxes using an asset and liability approach that requires the
recognition of deferred tax assets and liabilities for the expected future tax consequences of
events that have been reported in the Companys financial statements or tax returns. Such items
give rise to differences in the financial reporting and tax basis of assets and liabilities. In
estimating future tax consequences, the Company considers all expected future events other than
changes in tax law or rates.
Segment Reporting
The Company operates in a single reportable operating segment by selling various nut products
procured and processed in a vertically integrated manner through multiple distribution channels.
44
Earnings per Share
Earnings per common share is calculated using the weighted average number of shares of Common
Stock and Class A Common Stock outstanding during the period. The following table presents the
reconciliation of the weighted average shares outstanding used in computing earnings per share:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
|
June 30, 2005
|
|
|
June 24, 2004
|
|
|
June 26, 2003
|
|
Weighted average shares outstanding basic
|
|
|
10,568,400
|
|
|
|
9,648,456
|
|
|
|
9,198,957
|
|
Effect of dilutive securities:
|
|
|
|
|
|
|
|
|
|
|
|
|
Stock options
|
|
|
152,241
|
|
|
|
110,313
|
|
|
|
133,932
|
|
|
|
|
|
|
|
|
|
|
|
Weighted average shares outstanding diluted
|
|
|
10,720,641
|
|
|
|
9,758,769
|
|
|
|
9,332,889
|
|
|
|
|
|
|
|
|
|
|
|
Excluded from the computation of diluted earnings per share were options with exercise prices
greater than the average market price of the Common Stock, totaling 3,226, 7,286 and 51,666 for the
years ended June 30, 2005, June 24, 2004 and June 26, 2003, respectively. These options had
weighted average exercise prices of $31.61, $18.11 and $10.38, respectively.
Stock-Based Compensation
The Company accounts for stock-based compensation in accordance with the provisions of
Accounting Principles Board Opinion No. 25, Accounting for Stock Issued to Employees, (APB 25)
and related interpretations using the intrinsic value method, which resulted in no compensation
cost for options granted. The Company has adopted the disclosure only provisions of Statement of
Financial Accounting Standards No. 123 (SFAS 123) with respect to options granted to employees.
The Companys reported net income and earnings per share would have changed to the pro forma
amounts shown below if compensation cost had been determined based on the fair value at the grant
dates in accordance with SFAS Nos. 123 and 148, Accounting for Stock-Based Compensation.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
|
June 30, 2005
|
|
|
June 24, 2004
|
|
|
June 26, 2003
|
|
Net income applicable to common
stockholders, as reported
|
|
$
|
14,499
|
|
|
$
|
22,630
|
|
|
$
|
15,027
|
|
Add: Compensation expense
included in
reported net income
|
|
|
|
|
|
|
|
|
|
|
|
|
Deduct: Stock-based employee
compensation determined
under fair value based method for
all awards
|
|
|
353
|
|
|
|
251
|
|
|
|
140
|
|
|
|
|
|
|
|
|
|
|
|
Pro forma net income applicable
to common stockholders
|
|
$
|
14,146
|
|
|
$
|
22,379
|
|
|
$
|
14,887
|
|
|
|
|
|
|
|
|
|
|
|
Basic earnings per common share:
|
|
|
|
|
|
|
|
|
|
|
|
|
As reported
|
|
$
|
1.37
|
|
|
$
|
2.35
|
|
|
$
|
1.63
|
|
Pro forma
|
|
$
|
1.34
|
|
|
$
|
2.32
|
|
|
$
|
1.62
|
|
Diluted earnings per common share:
|
|
|
|
|
|
|
|
|
|
|
|
|
As reported
|
|
$
|
1.35
|
|
|
$
|
2.32
|
|
|
$
|
1.61
|
|
Pro forma
|
|
$
|
1.32
|
|
|
$
|
2.29
|
|
|
$
|
1.60
|
|
45
The fair value of each option is estimated on the date of grant using the Black-Scholes pricing
model with the following assumptions:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
Year Ended
|
|
Year Ended
|
|
|
June 30, 2005
|
|
June 24, 2004
|
|
June 26, 2003
|
Average risk-free interest rate
|
|
|
3.3
|
%
|
|
|
3.6
|
%
|
|
|
3.3
|
%
|
Expected dividend yield
|
|
|
0.0
|
%
|
|
|
0.0
|
%
|
|
|
0.0
|
%
|
Expected volatility
|
|
|
53.0
|
%
|
|
|
35.0
|
%
|
|
|
34.0
|
%
|
Expected life (years)
|
|
|
5.0
|
|
|
|
5.0
|
|
|
|
5.0
|
|
The weighted average fair value per option granted was $8.76, $6.23 and $2.52 for the years ended
June 30, 2005, June 24, 2004 and June 26, 2003, respectively.
Recent Accounting Pronouncements
In December 2004, the Financial Accounting Standards Board (FASB) issued Statement No. 123R,
Share-Based Payment (SFAS 123R), which requires compensation costs related to share-based
payment transactions to be recognized in the financial statements. With limited exceptions, the
amount of the compensation cost will be measured based on the grant-date fair value of the equity
or liability instruments issued. In addition, liability awards will be remeasured each reporting
period. Compensation cost will be recognized over the period that an employee provides service in
exchange for the award. SFAS 123R replaces FASB Statement No. 123, Accounting for Stock Based
Compensation and supersedes APB 25. SFAS 123R is effective for the Companys first quarter of
fiscal 2006. The Company believes the fiscal 2006 impact of adopting the new accounting standard
will be $0.4 million to $0.6 million in expense. The pro forma expense relating to options issued
and valued under the Black-Scholes model is disclosed in the Stock-Based Compensation section
above.
In November, 2004, the FASB issued Statement No. 151, Inventory Costs (SFAS 151) an amendment
of ARB No. 43, Chapter 4. SFAS 151 clarifies the accounting for abnormal amounts of the idle
facility expense, freight, handling costs and wasted material (spoilage). SFAS 151 is effective for
the Companys first quarter of fiscal 2006. The Company is currently evaluating the impact that the
adoption of SFAS 151 will have on its consolidated financial position, results of operations and
cash flows.
In March 2005, the FASB issued Statement of Financial Accounting Standards Interpretation Number
47, Accounting for Conditional Asset Retirement Obligations (FIN 47). FIN 47 provides
clarification regarding the meaning of the term conditional asset retirement obligation as used
in SFAS 143, Accounting for Asset Retirement Obligations. The Company is currently evaluating the
impact of FIN 47 on its financial position, results of operations and cash flows.
In May 2005, the FASB issued Statement No. 154, Accounting Changes and Error Corrections a
replacement of APB Opinion No. 20 and FASB Statement No. 3 (SFAS 154). SFAS 154 provides
guidance on the accounting for and reporting of accounting changes and error corrections. This
statement becomes effective for accounting changes and corrections of errors made in fiscal 2007,
but early adoption is permitted. Adoption of SFAS 154 is not expected to have a material impact on
the Companys financial position, results of operations and cash flows.
NOTE 3 COMMON STOCK OFFERING
In April 2004, the Company completed an underwritten public offering of an additional 1,150,000
shares of Common Stock at a price of $35.75 per share, or $34.00 per share after the underwriting
discount. Total net proceeds to the Company were approximately $38.6 million, after deducting
offering costs. The net proceeds were used to prepay long-term debt and to reduce outstanding
balances under the Companys bank credit facility. See Notes 5 and 6.
In conjunction with the offering, an equal number of shares were sold by selling stockholders, all
of whom are directors and executive officers of the Company or are related to directors and
executive officers of the Company. Prior to the offering, 1,070,000 shares of Class A Stock were
converted to
46
Common Stock by the selling stockholders for the offering. The selling stockholders also sold
80,000 shares of previously outstanding Common Stock.
In connection with the offering, the holders of Class A Stock entered into an agreement with the
Company under which they have waived their right to convert Class A Stock to Common Stock and
agreed not to transfer or otherwise dispose of their shares of Class A Stock in a manner that could
result in conversion of such shares into Common Stock pursuant to the Companys certificate of
incorporation. These agreements were required since the number of authorized shares of Common
Stock was insufficient to allow for the conversion of all outstanding shares of Class A Stock.
These agreements remained in effect until the Companys certificate of incorporation was amended to
increase the number of authorized shares of Common Stock from 10,000,000 to 17,000,000 was approved
at the Companys 2004 annual meeting.
NOTE 4 INVENTORIES
Inventories consist of the following:
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
|
2005
|
|
|
2004
|
|
Raw material and supplies
|
|
$
|
99,851
|
|
|
$
|
62,256
|
|
Work-in-process and finished goods
|
|
|
117,773
|
|
|
|
65,203
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
217,624
|
|
|
$
|
127,459
|
|
|
|
|
|
|
|
|
NOTE 5 REVOLVING CREDIT FACILITY
On March 31, 1998, the Company entered into an unsecured credit facility, with certain banks,
totaling $70,000 (the Bank Credit Facility). On May 30, 2003, the Bank Credit Facility was
amended to, among other things, increase the total amount available under the facility to $80,000.
On March 7, 2005, the Bank Credit Facility was amended to, among other things, increase the total
amount available under the facility to $105,000 through June 30, 2005. Effective July 1, 2005, the
total available under the facility returned to $80,000. The Bank Credit Facility, as amended, is
comprised of (i) a working capital revolving loan, which provides for working capital financing of
up to approximately $98,635, in the aggregate, and matures on May 31, 2006, and (ii) a $6,365
standby letter of credit, which matures on June 1, 2006. Borrowings under the working capital
revolving loan were $66,561 and $5,269 at June 30, 2005 and June 24, 2004, respectively, and accrue
interest at a rate determined pursuant to a formula based on the agent banks quoted rate and the
Eurodollar Interbank Rate (5.33% and 2.83% at June 30, 2005 and June 24, 2004, respectively). The
standby letter of credit replaced a prior letter of credit securing certain industrial development
bonds that financed the original acquisition, construction, and equipping of the Companys
Bainbridge, Georgia facility.
The Company is currently negotiating with its lenders under the Bank Credit Facility for an
extension of the facility and has also been discussing an increase in the level of availability
under the Bank Credit Facility. The Companys current business plan contemplates that the level of
availability under the Bank Credit Facility will need to be increased in order to fund the
Companys operations, including the procurement of inventories and the facility consolidation
project. If the Bank Credit Facility is not renewed with the existing lenders, the Company will
negotiate with other potential lenders and if it is not able to enter into a similar agreement, it
will have to consider financing alternatives which might include identifying alternative sources of
debt or equity capital or an unplanned sale of assets. The inability of the Company to extend or
replace its existing Bank Credit Facility would have a material adverse effect on the Company.
The Bank Credit Facility, as amended, includes certain restrictive covenants that, among other
things: require the Company to: (i) maintain a minimum tangible net worth; (ii) comply with
specified financial ratios; (iii) limit annual capital expenditures to $13,000; (iv) restrict
dividends to the lesser of 25% of net income for the previous fiscal year or $5,000; (v) prohibit
the Company from redeeming shares of capital stock; and (vi) require that certain officers and
stockholders of the Company, together with their
respective family members and certain trusts created for the benefits of their respective children,
continue to own shares representing the right to elect a majority of the directors of the Company.
As of June 30, 2005, the Company was in compliance with all restrictive covenants, as amended,
under the Bank Credit Facility.
47
NOTE 6 LONG-TERM DEBT
Long-term debt consists of the following:
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
|
2005
|
|
|
2004
|
|
Notes payable, interest payable semiannually at 4.67%,
principal payable in semi-annual installments of
$3,611 beginning on June 1, 2006, unsecured
|
|
$
|
65,000
|
|
|
$
|
|
|
Industrial development bonds, collateralized by building,
machinery and equipment with a cost
aggregating $8,000
|
|
|
6,185
|
|
|
|
6,750
|
|
Capitalized lease obligations
|
|
|
4,632
|
|
|
|
5,247
|
|
Arlington Heights facility, first mortgage, principal
and interest payable at 8.875%, due in
monthly installments of $22 through October 1, 2015
|
|
|
1,796
|
|
|
|
1,900
|
|
|
|
|
|
|
|
|
|
|
|
77,613
|
|
|
|
13,897
|
|
Less: Current maturities
|
|
|
(10,611
|
)
|
|
|
(1,277
|
)
|
|
|
|
|
|
|
|
Total long-term debt
|
|
$
|
67,002
|
|
|
$
|
12,620
|
|
|
|
|
|
|
|
|
The Company financed the construction of a peanut shelling plant with industrial development bonds
in 1987. On June 1, 2002, the Company remarketed the bonds, resetting the interest rate at 4%
through May 2006, and at a market rate to be determined thereafter. On June 1, 2006, and on each
subsequent interest reset date for the bonds, the Company is required to redeem the bonds at face
value plus any accrued and unpaid interest, unless a bondholder elects to retain his or her bonds.
Any bonds redeemed by the Company at the demand of a bondholder on the reset date are required to
be remarketed by the underwriter of the bonds on a best efforts basis. The agreement requires the
Company to redeem the bonds in varying annual installments, ranging from $320 to $780 annually
through 2017. The scheduled June 1, 2004 payment of $270 was not made until July 1, 2004, due to
an administrative error by the trustee. The Company is also required to redeem the bonds in certain
other circumstances, for example, within 180 days after any determination that interest on the
bonds is taxable. The Company has the option at any time, however, subject to certain conditions,
to redeem the bonds at face value plus accrued interest, if any.
In order to finance a portion of the Companys facility consolidation project and to provide for
the Companys general working capital needs, the Company received $65.0 million pursuant to a note
purchase agreement (the Note Agreement) entered into on December 16, 2004 with various lenders.
The terms of the Note Agreement include certain restrictive covenants that, among other things,
require the Company to maintain specified financial ratios. These covenants coincide with those
included in the Bank Credit Facility.
Aggregate maturities of long-term debt, excluding capitalized lease obligations, are as follows for
the years ending:
|
|
|
|
|
June 29, 2006
|
|
$
|
9,908
|
|
June 28, 2007
|
|
|
7,345
|
|
June 26, 2008
|
|
|
7,357
|
|
June 25, 2009
|
|
|
7,369
|
|
June 24, 2010
|
|
|
7,383
|
|
Thereafter
|
|
|
33,619
|
|
|
|
|
|
Total
|
|
$
|
72,981
|
|
|
|
|
|
48
The Company leases buildings under capital leases from entities that are owned by certain
directors, officers and stockholders of the Company. Future minimum payments under the leases are
summarized as follows for the years ending:
|
|
|
|
|
June 29, 2006
|
|
$
|
1,308
|
|
June 28, 2007
|
|
|
1,308
|
|
June 26, 2008
|
|
|
1,308
|
|
June 25, 2009
|
|
|
1,308
|
|
June 24, 2010
|
|
|
1,223
|
|
Thereafter
|
|
|
49
|
|
|
|
|
|
Total future minimum lease payments
|
|
|
6,504
|
|
Less: Amount representing interest at a 14.1% weighted average effective rate
|
|
|
1,872
|
|
|
|
|
|
Present value of minimum lease payments
|
|
$
|
4,632
|
|
|
|
|
|
NOTE 7 INCOME TAXES
The provision for income taxes for the years ended June 30, 2005, June 24, 2004 and June 26, 2003
are as follows:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
June 26,
|
|
|
|
2005
|
|
|
2004
|
|
|
2003
|
|
Current:
|
|
|
|
|
|
|
|
|
|
|
|
|
Federal
|
|
$
|
7,816
|
|
|
$
|
9,769
|
|
|
$
|
8,781
|
|
State
|
|
|
1,117
|
|
|
|
1,340
|
|
|
|
1,204
|
|
|
|
|
|
|
|
|
|
|
|
Total current
|
|
|
8,933
|
|
|
|
11,109
|
|
|
|
9,985
|
|
|
|
|
|
|
|
|
|
|
|
Deferred:
|
|
|
|
|
|
|
|
|
|
|
|
|
Federal
|
|
|
294
|
|
|
|
2,954
|
|
|
|
(332
|
)
|
State
|
|
|
42
|
|
|
|
405
|
|
|
|
(46
|
)
|
|
|
|
|
|
|
|
|
|
|
Total deferred
|
|
|
336
|
|
|
|
3,359
|
|
|
|
(378
|
)
|
|
|
|
|
|
|
|
|
|
|
Total provision for income taxes
|
|
$
|
9,269
|
|
|
$
|
14,468
|
|
|
$
|
9,607
|
|
|
|
|
|
|
|
|
|
|
|
The reconciliations of income taxes at the statutory federal income tax rate to income taxes
reported in the statements of operations for the years ended June 30, 2005, June 24, 2004 and June
26, 2003 are as follows:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
June 30,
|
|
|
June 24,
|
|
|
June 26,
|
|
|
|
2005
|
|
|
2004
|
|
|
2003
|
|
Federal statutory income tax rate
|
|
|
35.0
|
%
|
|
|
35.0
|
%
|
|
|
35.0
|
%
|
State income taxes, net of federal benefit
|
|
|
5.0
|
|
|
|
4.8
|
|
|
|
4.8
|
|
Other
|
|
|
(1.0
|
)
|
|
|
(0.8
|
)
|
|
|
(0.8
|
)
|
|
|
|
|
|
|
|
|
|
|
Effective tax rate
|
|
|
39.0
|
%
|
|
|
39.0
|
%
|
|
|
39.0
|
%
|
|
|
|
|
|
|
|
|
|
|
The deferred tax assets and liabilities are comprised of the following:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
June 30, 2005
|
|
|
June 24, 2004
|
|
|
|
Asset
|
|
|
Liability
|
|
|
Net
|
|
|
Asset
|
|
|
Liability
|
|
|
Net
|
|
Current:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Allowance for
doubtful
accounts
|
|
$
|
455
|
|
|
$
|
|
|
|
$
|
455
|
|
|
$
|
330
|
|
|
$
|
|
|
|
$
|
330
|
|
Employee compensation
|
|
|
540
|
|
|
|
|
|
|
|
540
|
|
|
|
455
|
|
|
|
|
|
|
|
455
|
|
Other
|
|
|
747
|
|
|
|
|
|
|
|
747
|
|
|
|
516
|
|
|
|
|
|
|
|
516
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total current
|
|
$
|
1,742
|
|
|
$
|
|
|
|
$
|
1,742
|
|
|
$
|
1,301
|
|
|
$
|
|
|
|
$
|
1,301
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Long-term:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Depreciation
|
|
$
|
|
|
|
$
|
(9,055
|
)
|
|
$
|
(9,055
|
)
|
|
$
|
|
|
|
$
|
(8,380
|
)
|
|
$
|
(8,380
|
)
|
Capitalized leases
|
|
|
1,336
|
|
|
|
|
|
|
|
1,336
|
|
|
|
1,418
|
|
|
|
|
|
|
|
1,418
|
|
Other
|
|
|
576
|
|
|
|
|
|
|
|
576
|
|
|
|
595
|
|
|
|
|
|
|
|
595
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total long-term
|
|
$
|
1,912
|
|
|
$
|
(9,055
|
)
|
|
$
|
(7,143
|
)
|
|
$
|
2,013
|
|
|
$
|
(8,380
|
)
|
|
$
|
(6,367
|
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
3,654
|
|
|
$
|
(9,055
|
)
|
|
$
|
(5,401
|
)
|
|
$
|
3,314
|
|
|
$
|
(8,380
|
)
|
|
$
|
(5,066
|
)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
49
The Company evaluates the realization of deferred tax assets by considering its historical taxable
income and future taxable income based upon the reversal of deferred tax liabilities. At June 30,
2005, the Company believes that its deferred tax assets are fully realizable.
On October 22, 2004, the American Jobs Creation Act of 2004 (the Act) was signed into law. The
Act provides for a deduction for income from qualified domestic production activities, which will
be phased in from calendar 2005 to 2010. This provision is also subject to a number of limitations
which affect the effective tax rate in fiscal 2006 and later. The Company has not yet determined
the extent to which the effective tax rate will change.
NOTE 8 COMMITMENTS AND CONTINGENCIES
Operating Leases
The Company leases buildings and certain equipment pursuant to agreements accounted for as
operating leases. Rent expense under these operating leases aggregated $2,377, $1,319 and $730 for
the years ended June 30, 2005, June 24, 2004 and June 26, 2003, respectively. Aggregate
non-cancelable lease commitments under these operating leases are as follows for the years ending:
|
|
|
|
|
June 29, 2006
|
|
$
|
2,003
|
|
June 28, 2007
|
|
|
499
|
|
June 26, 2008
|
|
|
330
|
|
June 25, 2009
|
|
|
87
|
|
June 24, 2010
|
|
|
21
|
|
|
|
|
|
|
|
$
|
2,940
|
|
|
|
|
|
Litigation
On June 17, 2003, the Company received a subpoena for the production of documents and records
from a grand jury in connection with an investigation of a portion of the peanut shelling industry
by the Antitrust Division of the United States Department of Justice. The Company believes the
investigation relates to procurement pricing practices but it could concern other or additional
business practices. The Company has responded to the subpoena and has produced documents to the
Department of Justice, and two employees of the Company have appeared before the grand jury. The
investigation, of which the Company and the employees are subjects, is on-going. The investigation
may have a material adverse effect on the Companys business, financial condition and results of
operations, and on the peanut shelling industry.
The Company is also a party to various lawsuits, proceedings and other matters arising out of the
conduct of its business. It is managements opinion that the ultimate resolution of these matters
will not have a significant effect upon the business, financial condition or results of operations
of the Company.
Facility Consolidation Project
The Company, along with related party partnerships that own a portion of the Companys Chicago
area facilities, has begun the process of selling these facilities. The Company intends to lease
back from the ultimate purchasers those facilities that are necessary to run the Companys business
while the facility consolidation project is completed in Elgin. The Company estimates that these
sale and leaseback transactions will be consummated during fiscal 2006. Therefore, these
facilities are considered held for use and continue to be amortized by the Company. The Companys
Board of Directors has appointed an independent committee to explore alternatives with respect to
the Companys existing leases for the properties owned by the related party partnerships. The
Company may be required to incur costs and/or enter into other arrangements with the related party
partnerships in this regard, however, the amount of any such costs or the nature of any such
arrangements have not been determined.
In August 2005, the Company entered into a contract with a general contractor for the construction
of a new facility. The total amount committed under the contract is estimated to be $23,198 which is
expected to be incurred in fiscal 2006.
50
NOTE 9 STOCKHOLDERS EQUITY
The Companys Class A Common Stock, $.01 par value (the Class A Stock), has cumulative voting
rights with respect to the election of those directors which the holders of Class A Stock are
entitled to elect, and 10 votes per share on all other matters on which holders of the Companys
Class A Stock and Common Stock are entitled to vote. In addition, each share of Class A Stock is
convertible at the option of the holder at any time into one share of Common Stock and
automatically converts into one share of Common Stock upon any sale or transfer other than to
related individuals. Each share of the Companys Common Stock, $.01 par value (the Common Stock)
has noncumulative voting rights of one vote per share. The Class A Stock and the Common Stock are
entitled to share equally, on a share-for-share basis, in any cash dividends declared by the Board
of Directors, and the holders of the Common Stock are entitled to elect 25% of the members
comprising the Board of Directors.
NOTE 10 STOCK OPTION PLANS
At the Companys annual meeting of stockholders on October 28, 1998, the Companys stockholders
approved a new stock option plan (the 1998 Equity Incentive Plan). Pursuant to the terms of the
1998 Equity Incentive Plan, qualified and non-qualified options to purchase up to 700,000 shares of
Common Stock could be awarded to certain key employees and outside directors (i.e. directors who
are not employees of the Company or any of its subsidiaries). The exercise price of the options
will be determined as set forth in the 1998 Equity Incentive Plan by the Board of Directors. The
exercise price for the stock options must be at least the fair market value of the Common Stock on
the date of grant, with the exception of nonqualified stock options which can have an exercise
price equal to at least 50% of the fair market value of the Common Stock on the date of grant.
Except as set forth in the 1998 Equity Incentive Plan, options expire upon termination of
employment or directorship. The options granted under the 1998 Equity Incentive Plan are
exercisable 25% annually commencing on the first anniversary date of grant and become fully
exercisable on the fourth anniversary date of grant. All of the options granted, except those
granted to outside directors, were intended to qualify as incentive stock options within the
meaning of Section 422 of the Code. At June 24, 2004, options to purchase 7,000 shares of Common
Stock were outstanding under plans that existed prior to the adoption of the 1998 Equity Incentive
Plan. Options under these plans are subject to provisions substantially the same as those in the
1998 Equity Incentive Plan. At June 30, 2005, there were 221,500 options available for distribution
under the 1998 Equity Incentive Plan.
The following is a summary of activity under the Companys stock option plans:
|
|
|
|
|
|
|
|
|
|
|
Number of
|
|
Weighted Average
|
|
|
Shares
|
|
Exercise Price
|
Outstanding at June 27, 2002
|
|
|
294,650
|
|
|
$
|
6.39
|
|
Granted
|
|
|
144,500
|
|
|
$
|
7.08
|
|
Exercised
|
|
|
(171,625
|
)
|
|
$
|
6.70
|
|
Canceled
|
|
|
(13,750
|
)
|
|
$
|
10.73
|
|
|
|
|
|
|
|
|
|
|
Outstanding at June 26, 2003
|
|
|
253,775
|
|
|
$
|
6.33
|
|
Granted
|
|
|
100,500
|
|
|
$
|
16.89
|
|
Exercised
|
|
|
(83,660
|
)
|
|
$
|
6.01
|
|
Canceled
|
|
|
(7,300
|
)
|
|
$
|
8.67
|
|
|
|
|
|
|
|
|
|
|
Outstanding at June 24, 2004
|
|
|
263,315
|
|
|
$
|
10.41
|
|
Granted
|
|
|
72,000
|
|
|
$
|
18.55
|
|
Exercised
|
|
|
(21,125
|
)
|
|
$
|
9.36
|
|
|
|
|
|
|
|
|
|
|
Outstanding at June 30, 2005
|
|
|
314,190
|
|
|
$
|
12.37
|
|
|
|
|
|
|
|
|
|
|
|
Options exercisable at June 30, 2005
|
|
|
95,065
|
|
|
$
|
8.16
|
|
|
Options exercisable at June 24, 2004
|
|
|
53,440
|
|
|
$
|
5.33
|
|
|
Options exercisable at June 26, 2003
|
|
|
72,275
|
|
|
$
|
5.86
|
|
51
Exercise prices for options outstanding as of June 30, 2005 ranged from $3.44 to $32.30. The
weighted average remaining contractual life of those options is 7.3 years. The options outstanding
at June 30, 2005 may be segregated into two ranges, as is shown in the following:
|
|
|
|
|
|
|
|
|
|
|
Option Price Per
|
|
Option Price Per
|
|
|
Share Range
|
|
Share Range
|
|
|
$3.44 - $9.38
|
|
$16.25 - $32.30
|
Number of options
|
|
|
146,315
|
|
|
|
167,875
|
|
Weighted-average exercise price
|
|
$
|
6.34
|
|
|
$
|
17.63
|
|
Weighted-average remaining life (years)
|
|
|
6.4
|
|
|
|
8.1
|
|
|
Number of options exercisable
|
|
|
75,315
|
|
|
|
19,750
|
|
Weighted average exercise price for exercisable options
|
|
$
|
5.75
|
|
|
$
|
17.06
|
|
NOTE 11 EMPLOYEE BENEFIT PLANS
The Company maintains a contributory plan established pursuant to the provisions of section 401(k)
of the Internal Revenue Code. The plan provides retirement benefits for all nonunion employees
meeting minimum age and service requirements. The Company contributes 50% of the amount contributed
by each employee up to certain maximums specified in the plan. Total Company contributions to the
401(k) plan were $584, $640 and $535 for the years ended June 30, 2005, June 24, 2004 and June 26,
2003, respectively.
The Company contributed $94, $89 and $99 for the years ended June 30, 2005, June 24, 2004 and June
26, 2003, respectively, to multi-employer union-sponsored pension plans. The Company is presently
unable to determine its respective share of either accumulated plan benefits or net assets
available for benefits under the union plans.
NOTE 12 TRANSACTIONS WITH RELATED PARTIES
In addition to the related party transactions described in Notes 6 and 8, the Company also entered
into transactions with the following related parties:
Purchases
The Company purchases materials and manufacturing equipment from a company that is 11% owned
by the wife of the Companys Chairman of the Board and Chief Executive Officer. The five children
of the Companys Chairman of the Board and Chief Executive Officer own the balance of the entity
either directly or as equal beneficiaries of a trust. Two of the children are officers and
directors of the Company. Purchases from this related entity aggregated $8,565, $8,715 and $7,170
for the years ended June 30, 2005, June 24, 2004 and June 26, 2003, respectively. Accounts payable
to this related entity aggregated $1,099 and $471 at June 30, 2005 and June 24, 2004, respectively.
The Company purchases materials from a company that is 33% owned by an individual related to the
Companys Chairman of the Board and Chief Executive Officer. Material purchases from this related
entity aggregated $489, $501 and $473 for the years ended June 30, 2005, June 24, 2004 and June 26,
2003, respectively. Accounts payable to this related entity aggregated $12 and $4 at June 30, 2005
and June 24, 2004, respectively.
The Company purchases supplies from a company that was previously 33% owned by an individual
related to the Companys Chairman of the Board and Chief Executive Officer. This individual
divested his ownership during fiscal 2005. Supply purchases from this related entity aggregated
$174, $305 and $472 for the years ended June 30, 2005, June 24, 2004 and June 26, 2003,
respectively. Accounts payable to this related entity aggregated $2 and $27 at June 30, 2005 and
June 24, 2004, respectively.
52
NOTE 13 DISTRIBUTION CHANNEL AND PRODUCT TYPE SALES MIX
The Company operates in a single reportable operating segment through which it sells various nut
products through multiple distribution channels.
The following summarizes net sales by distribution channel.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
|
Year Ended
|
|
|
Year Ended
|
|
Distribution Channel
|
|
June 30, 2005
|
|
|
June 24, 2004
|
|
|
June 26, 2003
|
|
Consumer
|
|
$
|
298,298
|
|
|
$
|
289,586
|
|
|
$
|
237,767
|
|
Industrial
|
|
|
132,900
|
|
|
|
110,813
|
|
|
|
86,176
|
|
Food Service
|
|
|
61,294
|
|
|
|
48,969
|
|
|
|
36,755
|
|
Contract Packaging
|
|
|
45,181
|
|
|
|
33,074
|
|
|
|
26,195
|
|
Export
|
|
|
44,056
|
|
|
|
38,369
|
|
|
|
32,784
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
581,729
|
|
|
$
|
520,811
|
|
|
$
|
419,677
|
|
|
|
|
|
|
|
|
|
|
|
The following summarizes sales by product type as a percentage of total gross sales. The
information is based on gross sales, rather than net sales, because certain adjustments, such as
promotional discounts, are not allocable to product types.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Year Ended
|
|
Year Ended
|
|
Year Ended
|
Product Type
|
|
June 30, 2005
|
|
June 24, 2004
|
|
June 26, 2003
|
Peanuts
|
|
|
22.4
|
%
|
|
|
24.9
|
%
|
|
|
25.3
|
%
|
Pecans
|
|
|
23.3
|
|
|
|
20.1
|
|
|
|
17.7
|
|
Cashews & Mixed Nuts
|
|
|
22.7
|
|
|
|
22.7
|
|
|
|
24.1
|
|
Walnuts
|
|
|
9.4
|
|
|
|
9.9
|
|
|
|
10.9
|
|
Almonds
|
|
|
13.5
|
|
|
|
12.3
|
|
|
|
10.1
|
|
Other
|
|
|
8.7
|
|
|
|
10.1
|
|
|
|
11.9
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
|
100.0
|
%
|
|
|
100.0
|
%
|
|
|
100.0
|
%
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NOTE 14 VALUATION AND QUALIFYING ACCOUNTS AND RESERVES
The following table details the activity in the allowances and reserves for accounts receivable:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Balance at
|
|
|
|
|
|
|
|
|
|
|
Balance at
|
|
Description
|
|
Beginning of Period
|
|
|
Additions
|
|
|
Deductions
|
|
|
End of Period
|
|
June 30, 2005
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Allowance for doubtful accounts
|
|
$
|
650
|
|
|
$
|
270
|
|
|
$
|
(33
|
)
|
|
$
|
887
|
|
Reserve for cash discounts
|
|
|
195
|
|
|
|
6,155
|
|
|
|
(6,070
|
)
|
|
|
280
|
|
Reserve for customer deductions
|
|
|
1,132
|
|
|
|
8,154
|
|
|
|
(6,724
|
)
|
|
|
2,562
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
1,977
|
|
|
$
|
14,579
|
|
|
$
|
(12,827
|
)
|
|
$
|
3,729
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
June 24, 2004
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Allowance for doubtful accounts
|
|
$
|
591
|
|
|
$
|
277
|
|
|
$
|
(218
|
)
|
|
$
|
650
|
|
Reserve for cash discounts
|
|
|
140
|
|
|
|
5,568
|
|
|
|
(5,513
|
)
|
|
|
195
|
|
Reserve for customer deductions
|
|
|
821
|
|
|
|
7,285
|
|
|
|
(6,974
|
)
|
|
|
1,132
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
1,552
|
|
|
$
|
13,130
|
|
|
$
|
(12,705
|
)
|
|
$
|
1,977
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
June 26, 2003
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Allowance for doubtful accounts
|
|
$
|
511
|
|
|
$
|
314
|
|
|
$
|
(234
|
)
|
|
$
|
591
|
|
Reserve for cash discounts
|
|
|
109
|
|
|
|
4,516
|
|
|
|
(4,485
|
)
|
|
|
140
|
|
Reserve for customer deductions
|
|
|
786
|
|
|
|
7,355
|
|
|
|
(7,320
|
)
|
|
|
821
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Total
|
|
$
|
1,406
|
|
|
$
|
12,185
|
|
|
$
|
(12,039
|
)
|
|
$
|
1,552
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
53
NOTE 15 SUBSEQUENT EVENT
On August 25, 2005, the Companys Compensation, Nominating and Corporate Governance Committee
approved a Supplemental Retirement Plan (the SERP) to cover certain executive officers of the
Company. The purpose of the SERP is to provide an unfunded, non-qualified deferred compensation
monthly benefit upon retirement, disability or death to a select group of management and key
employees of the Company. The monthly benefit is based upon each individuals earnings and his
number of years of service. The Company expects the annual expense of the SERP to be $2.2 million
for fiscal 2006.
NOTE 16 SUPPLEMENTARY QUARTERLY DATA (Unaudited)
The following unaudited quarterly consolidated financial data are presented for fiscal 2005
and fiscal 2004. Quarterly financial results necessarily rely on estimates and caution is required
in drawing specific conclusions from quarterly consolidated results.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
First
|
|
|
Second
|
|
|
Third
|
|
|
Fourth
|
|
|
|
Quarter
|
|
|
Quarter
|
|
|
Quarter
|
|
|
Quarter
|
|
Year Ended June 30, 2005:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net sales
|
|
$
|
134,645
|
|
|
$
|
183,024
|
|
|
$
|
119,979
|
|
|
$
|
144,081
|
|
Gross profit
|
|
|
16,926
|
|
|
|
24,990
|
|
|
|
15,936
|
|
|
|
20,577
|
|
Income from operations
|
|
|
4,325
|
|
|
|
10,822
|
|
|
|
4,371
|
|
|
|
7,069
|
|
Net income
|
|
|
2,556
|
|
|
|
6,421
|
|
|
|
2,051
|
|
|
|
3,471
|
|
Basic earnings per common share
|
|
$
|
0.24
|
|
|
$
|
0.61
|
|
|
$
|
0.19
|
|
|
$
|
0.33
|
|
Diluted earnings per common share
|
|
$
|
0.24
|
|
|
$
|
0.60
|
|
|
$
|
0.19
|
|
|
$
|
0.32
|
|
|
Year Ended June 24, 2004:
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Net sales
|
|
$
|
124,762
|
|
|
$
|
171,392
|
|
|
$
|
100,162
|
|
|
$
|
124,495
|
|
Gross profit
|
|
|
25,417
|
|
|
|
32,920
|
|
|
|
14,474
|
|
|
|
19,033
|
|
Income from operations
|
|
|
12,620
|
|
|
|
17,864
|
|
|
|
3,385
|
|
|
|
7,195
|
|
Net income
|
|
|
7,163
|
|
|
|
10,448
|
|
|
|
1,556
|
|
|
|
3,463
|
|
Basic earnings per common share
|
|
$
|
0.77
|
|
|
$
|
1.12
|
|
|
$
|
0.17
|
|
|
$
|
0.33
|
|
Diluted earnings per common share
|
|
$
|
0.76
|
|
|
$
|
1.09
|
|
|
$
|
0.16
|
|
|
$
|
0.32
|
|
The fourth quarter of fiscal 2005 contained a $3.1 million upward revision to the estimate of
on-hand quantities of bulk-stored inshell pecan inventories. For fiscal 2004, the total amount
recorded to increase the estimate of on-hand quantities of bulk-stored inshell pecan inventories
was $3.8 million, $3.2 million of which was recorded in the first quarter of fiscal 2004.
54
Item 9 Changes in and Disagreements with Accountants on Accounting and Financial Disclosure
None.
Item 9A Controls and Procedures
Disclosure Controls and Procedures
The Company maintains disclosure controls and procedures, as such term is defined under Exchange
Act Rule 13a-15(e), that are designed to ensure that information required to be disclosed in the
Companys Exchange Act reports is recorded, processed, summarized, and reported within the time
periods specified in the SECs rules and forms, and that such information is accumulated and
communicated to the Companys management, including its Chief Executive Officer and Chief Financial
Officer, as appropriate, to allow timely decisions regarding required disclosures. In designing and
evaluating the disclosure controls and procedures, the Companys management recognized that any
controls and procedures, no matter how well designed and operated, can provide only reasonable
assurance of achieving the desired control objectives and in reaching a reasonable level of
assurance. The Companys management necessarily was required to apply its judgment in evaluating
the cost-benefit relationship of possible controls and procedures. The Company has carried out an
evaluation under the supervision and with the participation of our management, including the Chief
Executive Officer and Chief Financial Officer, of the effectiveness of the design and operation of
the Companys disclosure controls and procedures. Based upon their evaluation and subject to the
foregoing, the Chief Executive Officer and Chief Financial Officer concluded that our disclosure
controls and procedures were effective at the reasonable assurance level as of June 30, 2005.
Changes in Internal Control over Financial Reporting
Further, management determined that there were no changes in internal control over financial
reporting that occurred during the fourth fiscal quarter that has materially affected, or is
reasonably likely to materially affect, the Companys internal control over financial reporting.
Managements Report on Internal Control over Financial Reporting
Management of the Company is responsible for establishing and maintaining adequate internal control
over financial reporting, as such term is defined in Rule 13a-15(f) under the Securities Exchange
Act of 1934. The Companys internal control over financial reporting is designed to provide
reasonable assurance regarding the reliability of financial reporting and the preparation of
financial statements for external purposes in accordance with generally accepted accounting
principles in the United States of America. Because of its inherent limitations, internal control
over financial reporting may not prevent or detect misstatements. Also, projections of any
evaluation of effectiveness to future periods are subject to the risk that controls may become
inadequate because of changes in conditions, or that the degree of compliance with the policies or
procedures may deteriorate.
Management assessed the effectiveness of the Companys internal control over financial reporting as
of June 30, 2005. In making this assessment, management used the criteria set forth by the
Committee of Sponsoring Organizations of the Treadway Commission (COSO) in Internal
Control-Integrated Framework. Based on our assessment, management concludes that the Company
maintained effective internal control over financial reporting as of June 30, 2005, based on those
criteria.
Managements assessment of the effectiveness of the Companys internal control over financial
reporting has been audited by PricewaterhouseCoopers LLP, an independent registered public
accounting firm, as stated in their report contained in this Annual Report on Form 10-K, which
expresses unqualified opinions on managements assessment and on the effectiveness of the Companys
internal control over financial reporting as of June 30, 2005.
55
PART III
Item 10 Directors and Executive Officers of the Registrant
The Sections entitled Nominees for Election by The Holders of Common Stock, Nominees for
Election by The Holders of Class A Stock and Section 16(a) Beneficial Ownership Reporting
Compliance of the Companys Proxy Statement for the 2005 Annual Meeting and filed pursuant to
Regulation 14A are incorporated herein by reference. Information relating to the executive
officers of the Company is included immediately after Part I of this Report.
The Company has adopted a Code of Ethics applicable to the principal executive, financial and
accounting officers (Code of Ethics) and a separate Code of Conduct applicable to all employees
and directors generally (Code of Conduct). The Code of Ethics and Code of Conduct are available
on the Companys website at
www.jbssinc.com
.
Item 11 Executive Compensation
The Sections entitled Compensation of Directors and Executive Officers, Committees and Meetings
of the Board of Directors and Compensation Committee Interlocks, Insider Participation and
Certain Transactions of the Companys Proxy Statement for the 2005 Annual Meeting are incorporated
herein by reference.
Item 12 Security Ownership of Certain Beneficial Owners and Management
The Section entitled Security Ownership of Certain Beneficial Owners and Management of the
Companys Proxy Statement for the 2005 Annual Meeting is incorporated herein by reference.
Item 13 Certain Relationships and Related Transactions
The Sections entitled Executive Compensation and Compensation Committee Interlocks, Insider
Participation and Certain Transactions of the Companys Proxy Statement for the 2005 Annual
Meeting are incorporated herein by reference.
Item 14 Principal Accountant Fees and Services
The information under the proposal entitled Ratify Appointment of PricewaterhouseCoopers LLP as
Independent Auditors of the Companys Proxy Statement for the 2005 Annual Meeting is incorporated
herein by reference.
PART IV
Item 15 Exhibits and Financial Statement Schedules
(a)(1) Financial Statements
The following financial statements of the Company are included in Part II, Item 8 of this Report:
Report of Independent Registered Public Accounting Firm
Consolidated Statements of Operations for the Year Ended June 30, 2005, the Year Ended June
24, 2004 and the Year Ended June 26, 2003
Consolidated Balance Sheets as of June 30, 2005 and June 24, 2004
Consolidated Statements of Stockholders Equity for the Year Ended June 30, 2005, the Year
Ended June 24, 2004 and the Year Ended June 26, 2003
Consolidated Statements of Cash Flows for the Year Ended June 30, 2005, the Year Ended June 24,
2004 and the Year Ended June 26, 2003
Notes to Consolidated Financial Statements
56
(2) Financial Statement Schedules
All schedules are omitted because they are not applicable or the required information is
shown in the Consolidated Financial Statements or Notes thereto.
(3) Exhibits
The exhibits required by Item 601 of Regulation S-K and filed herewith are listed in the
Exhibit Index which follows the signature page and immediately precedes the
exhibits filed.
(b) Exhibits
See Item 15(a)(3) above.
(c) Financial Statement Schedules
See Item 15(a)(2) above.
57
SIGNATURES
Pursuant to the requirements of Section 13 or 15(d) of the Securities Exchange Act of 1934, the
Registrant has duly caused this report to be signed on its behalf by the undersigned, thereunto
duly authorized.
|
|
|
|
|
|
|
|
|
|
|
JOHN B. SANFILIPPO & SON, INC.
|
|
|
|
Date: September 28, 2005
|
|
By:
|
|
/s/ Jasper B. Sanfilippo
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Jasper B. Sanfilippo
|
|
|
|
|
|
|
|
|
Chairman of the Board
|
|
|
|
|
|
|
|
|
and Chief Executive Officer
|
|
|
Pursuant to the requirements of the Securities Exchange Act of 1934, this report has been signed
below by the following persons on behalf of the Registrant in the capacities and on the dates
indicated.
|
|
|
|
|
Name
|
|
Title
|
|
Date
|
/s/ Jasper B. Sanfilippo
Jasper B. Sanfilippo
|
|
Chairman of the Board
and Chief Executive
Officer and Director
(Principal Executive
Officer)
|
|
September 28, 2005
|
|
|
|
|
|
/s/ Michael J. Valentine
Michael J. Valentine
|
|
Executive Vice
President Finance,
Chief Financial
Officer and Secretary
and Director
(Principal Financial
Officer)
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September 28, 2005
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/s/ William R. Pokrajac
William R. Pokrajac
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Vice President of
Finance (Principal
Accounting Officer)
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September 28, 2005
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/s/ Mathias A. Valentine
Mathias A. Valentine
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Director
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September 28, 2005
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Director
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September 28, 2005
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/s/ John W.A. Buyers
John W.A. Buyers
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Director
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September 28, 2005
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/s/ Timothy R. Donovan
Timothy R. Donovan
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Director
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September 28, 2005
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/s/ Jeffrey T. Sanfilippo
Jeffrey T. Sanfilippo
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Director
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September 28, 2005
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/s/ Jasper B. Sanfilippo,Jr.
Jasper B. Sanfilippo, Jr.
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Director
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September 28, 2005
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58
JOHN B. SANFILIPPO & SON, INC.
EXHIBIT INDEX
(Pursuant to Item 601 of Regulation S-K)
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Exhibit
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Number
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Description
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2
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Not applicable
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|
|
|
3.1
|
|
Restated Certificate of
Incorporation of
Registrant
(24)
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|
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|
3.2
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Bylaws of Registrant
(1)
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|
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4.1
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Specimen Common Stock Certificate
(3)
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4.2
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Specimen Class A Common Stock Certificate
(3)
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|
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4.3
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|
Note Purchase Agreement in the amount of $65 million by the Company with The Prudential Insurance Company of
America, Pruco Life Insurance Company, American Skandia Life Assurance Corporation, Prudential Retirement
Ceded Business Trust, ING Life Insurance and Annuity Company, Farmers New World Life Insurance Company,
Physicians Mutual Insurance Company, Great-West Life & Annuity Insurance Company, The Great-West Life
Assurance Company, United of Omaha Life Insurance Company and Jefferson Pilot Financial Insurance Company
dated as of December 16, 2004
(21)
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|
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5-9
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Not applicable
|
|
|
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10.1
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Certain documents relating to $8.0 million Decatur County-Bainbridge Industrial Development Authority
Industrial Development Revenue Bonds (John B. Sanfilippo & Son, Inc. Project) Series 1987 dated as of June 1,
1987
(1)
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|
|
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10.2
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Industrial Building Lease (the Touhy Avenue Lease) dated November 1, 1985 between the Registrant and LaSalle
National Bank (LNB), as Trustee under Trust Agreement dated September 20, 1966 and known as Trust No.
34837
(5)
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|
|
|
10.3
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First Amendment to the Touhy Avenue Lease dated June 1, 1987
(5)
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|
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|
10.4
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|
Second Amendment to the Touhy Avenue Lease dated December 14, 1990
(5)
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|
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|
10.5
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|
Third Amendment to the Touhy Avenue Lease dated September 1, 1991
(7)
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|
|
|
10.6
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|
Mortgage, Assignment of Rents and Security Agreement made on September 29, 1992 by LaSalle Trust, not
personally but as Successor Trustee under Trust Agreement dated February 7, 1979 and known as Trust Number
100628 in favor of the Registrant relating to the properties commonly known as 2299 Busse Road and 1717 Arthur
Avenue, Elk Grove Village, Illinois
(4)
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|
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10.7
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|
Industrial Building Lease dated June 1, 1985 between Registrant and LNB, as Trustee under Trust Agreement
dated February 7, 1979 and known as Trust No. 100628
(1)
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|
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10.8
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|
First Amendment to Industrial Building Lease dated September 29, 1992 by and between the Registrant and
LaSalle Trust, not personally but as Successor Trustee under Trust Agreement dated February 7, 1979 and known
as Trust Number 100628
(4)
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|
|
|
10.9
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|
Second Amendment to Industrial Building Lease dated March 3, 1995 by and between the Registrant and LaSalle
Trust, not personally but as Successor Trustee under Trust Agreement dated February 7, 1979 and known as Trust
Number 100628
(6)
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|
|
|
10.10
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|
Third Amendment to Industrial Building Lease dated August 15, 1998 by and between the Registrant and LaSalle
Trust, not personally but as Successor Trustee under Trust Agreement dated February 7, 1979 and known as Trust
Number 100628
(9)
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|
|
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10.11
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|
Ground Lease dated January 1, 1995 between the Registrant and LaSalle Trust, not personally but as Successor
Trustee under Trust Agreement dated February 7, 1979 and known as Trust Number 100628
(6)
|
59
|
|
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Exhibit
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|
|
Number
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|
Description
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10.12
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|
Party Wall Agreement, dated March 3, 1995 between the Registrant, LaSalle Trust, not personally but as
Successor Trustee under Trust Agreement dated February 7, 1979 and known as Trust Number 100628, and the
Arthur/Busse Limited Partnership
(6)
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|
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10.13
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|
Tax Indemnification Agreement between Registrant and certain Stockholders of Registrant prior to its initial
public offering
(2)
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*10.14
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Indemnification Agreement between Registrant and certain Stockholders of Registrant prior to its initial
public offering
(2)
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*10.15
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The Registrants 1995 Equity Incentive Plan
(8)
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10.16
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Promissory Note (the ILIC Promissory Note) in the original principal amount of $2.5 million, dated September
27, 1995 and executed by the Registrant in favor of Indianapolis Life Insurance Company (ILIC)
(9)
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10.17
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First Mortgage and Security Agreement (the ILIC Mortgage) by and between the Registrant, as mortgagor, and
ILIC, as mortgagee, dated September 27, 1995, and securing the ILIC Promissory Note and relating to the
property commonly known as 3001 Malmo Drive, Arlington Heights, Illinois
(9)
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|
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10.18
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|
Assignment of Rents, Leases, Income and Profits dated September 27, 1995, executed by the Registrant in favor
of ILIC and relating to the ILIC Promissory Note, the ILIC Mortgage and the Arlington Heights
facility
(9)
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|
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10.19
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|
Environmental Risk Agreement dated September 27, 1995, executed by the Registrant in favor of ILIC and
relating to the ILIC Promissory Note, the ILIC Mortgage and the Arlington Heights facility
(9)
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|
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10.20
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|
Credit Agreement dated as of March 31, 1998 among the Registrant, Sunshine Nut Co., Inc., Quantz Acquisition
Co., Inc., JBS International, Inc. (JBSI), U.S. Bancorp Ag Credit, Inc. (USB) as Agent, Keybank National
Association (KNA), and
LNB
(10)
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|
|
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*10.21
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|
The Registrants 1998 Equity Incentive Plan
(12)
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|
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|
*10.22
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First Amendment to the Registrants 1998 Equity Incentive Plan
(14)
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10.23
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|
Second Amendment to Credit Agreement dated May 10, 2000 by and among the Registrant, JBSI, USB as Agent, LNB
and SunTrust Bank, N.A.(STB) (replacing KNA)
(13)
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|
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10.24
|
|
Third Amendment to Credit Agreement dated May 20, 2002 by and among the Registrant, JBSI, USB as Agent, LNB
and STB
(15)
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|
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10.25
|
|
Fourth Amendment to Credit Agreement dated May 30, 2003 by and among the Registrant, JBSI, USB as Agent, LNB
and STB
(16)
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|
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10.26
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|
Consent, Waiver and Fifth Amendment to Credit Agreement dated December 1, 2004 by and among the Registrant,
USB as Agent, LNB and STB
(19)
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|
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10.27
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|
Revolving Credit Note in the principal amount of $40.0 million executed by the Registrant and JBSI in favor of
USB, dated as of May 30, 2003
(14)
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|
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|
10.28
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|
Revolving Credit Note in the principal amount of approximately $22.9 million executed by the Registrant and
JBSI in favor of STB, dated as of May 30, 2003
(14)
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|
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|
10.29
|
|
Revolving Credit Note in the principal amount of approximately $17.1 million executed by the Registrant and
JBSI in favor of LSB, dated as of May 30, 2003
(14)
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|
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|
10.30
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|
Industrial Building Lease between the Registrant and Cabot Acquisition, LLC dated April 18, 2003
(16)
|
|
|
|
*10.31
|
|
Amended and Restated John B. Sanfilippo & Son, Inc. Split-Dollar Insurance Agreement Number One among John E.
Sanfilippo, as trustee of the Jasper and Marian Sanfilippo Irrevocable Trust, dated September 23, 1990, Jasper
B. Sanfilippo, Marian R. Sanfilippo and Registrant, dated December 31, 2003
(15)
|
60
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Exhibit
|
|
|
Number
|
|
Description
|
*10.32
|
|
Amended and Restated John B. Sanfilippo & Son, Inc. Split-Dollar Insurance Agreement Number Two among Michael
J. Valentine, as trustee of the Valentine Life Insurance Trust, Mathias Valentine, Mary Valentine and
Registrant, dated December 31, 2003
(15)
|
|
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|
10.33
|
|
Request for Waiver and Restriction on Transfer, dated January 22, 2004, by and between the Registrant and each
holder of the Registrants Class A Common Stock
(16)
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|
|
|
10.34
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Mathias A. Valentine
(16)
|
|
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10.35
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Michael J. Valentine, Trustee of
the Michael J. Valentine Trust
(16)
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|
|
|
10.36
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Michael J. Valentine, Trustee of
the James Valentine Trust
(16)
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|
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|
10.37
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Michael J. Valentine, Trustee of
the Mary Jo Carroll Trust
(16)
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|
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|
10.38
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|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Marian Sanfilippo, Trustee of the
John E. Sanfilippo Irrevocable Trust Agreement Dated 10/08/96
(16)
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|
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|
10.39
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|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Marian Sanfilippo, Trustee of the
James J. Sanfilippo Irrevocable Trust Agreement Dated 10/08/96
(16)
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|
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|
10.40
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Marian Sanfilippo, Trustee of the
Jeffrey T. Sanfilippo Irrevocable Trust Agreement Dated 10/08/96
(16)
|
|
|
|
10.41
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Marian Sanfilippo, Trustee of the
Lisa Sanfilippo Irrevocable Trust Agreement Dated 1/21/93
(16)
|
|
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|
10.42
|
|
Letter Agreement, dated January 21, 2004, by and between the Registrant and Marian Sanfilippo, Trustee of the
Jasper B. Sanfilippo Irrevocable Trust Agreement Dated 10/08/96
(16)
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|
|
|
*10.43
|
|
Amendment, dated February 12, 2004, to Amended and Restated John B. Sanfilippo & Son, Inc. Split-Dollar
Insurance Agreement Number One among John E. Sanfilippo, as trustee of the Jasper and Marian Sanfilippo
Irrevocable Trust, dated September 23, 1990, Jasper B. Sanfilippo, Marian R. Sanfilippo and Registrant, dated
December 31, 2003
(16)
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|
|
|
*10.44
|
|
Amendment, dated February 12, 2004, to Amended and Restated John B. Sanfilippo & Son, Inc. Split-Dollar
Insurance Agreement Number Two among Michael J. Valentine, as trustee of the Valentine Life Insurance Trust,
Mathias Valentine, Mary Valentine and Registrant, dated December 31, 2003
(16)
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|
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|
10.45
|
|
Development Agreement dated as of May 26, 2004, by and between the City of Elgin, an Illinois municipal
corporation, the Registrant, Arthur/Busse Limited Partnership, an Illinois limited partnership, and 300 East
Touhy Avenue Limited Partnership, an Illinois limited partnership
(17)
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|
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|
10.46
|
|
Agreement For Sale of Real Property, dated as of June 18, 2004, by and between the State of Illinois, acting
by and through its Department of Central Management Services, and the City of Elgin
(17)
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|
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|
10.47
|
|
Agreement for Purchase and Sale between Matsushita Electric Corporation of America and the Company, dated
December 2, 2004
(20)
|
|
|
|
10.48
|
|
First Amendment to Purchase and Sale Agreement dated March 2, 2005 by and between Panasonic Corporation of
North America (Panasonic), f/k/a Matsushita Electric Corporation, and the Company
(22)
|
|
|
|
10.49
|
|
Sixth Amendment to Credit Agreement dated March 7, 2005 by and among the Company and USB in its capacity as
agent to STB and LSB
(22)
|
|
|
|
10.50
|
|
Amended and Restated Line of Credit Note in the principal amount of $52.5 million executed by the Company in
favor of USB, dated March 7, 2005
(22)
|
61
|
|
|
Exhibit
|
|
|
Number
|
|
Description
|
10.51
|
|
Amended and Restated Line of Credit Note in the principal amount of $22.5 million executed by the Company in
favor of STB, dated March 7, 2005
(22)
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|
|
|
10.52
|
|
Amended and Restated Line of Credit Note in the principal amount of $30.0 million executed by the Company in
favor of LSB, dated March 7, 2005
(22)
|
|
|
|
10.53
|
|
Office Lease dated April 15, 2005 between the Company, as landlord, and Panasonic, as tenant
(23)
|
|
|
|
10.54
|
|
Warehouse Lease dated April 15, 2005 between the Company, as landlord, and Panasonic, as tenant
(23)
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|
|
|
10.55
|
|
Construction contract dated August 18, 2005 between the Company and McShane Construction Corporation, as
general contractor, filed herewith
|
|
|
|
*10.56
|
|
The Registrants Supplemental Retirement Plan, filed herewith
|
|
|
|
*10.57
|
|
Form of Option Grant Agreement under 1998 Equity Incentive Plan, filed herewith
|
|
|
|
11-22
|
|
Not applicable
|
|
|
|
23
|
|
Consent of PricewaterhouseCoopers, filed herewith
|
|
|
|
24-31
|
|
Not applicable
|
|
|
|
31.1
|
|
Certification of Jasper B. Sanfilippo pursuant to Section 302 of the Sarbanes-Oxley Act of 2002, as amended,
filed herewith
|
|
|
|
31.2
|
|
Certification of Michael J. Valentine pursuant to Section 302 of the Sarbanes-Oxley Act of 2002, as amended,
filed herewith
|
|
|
|
32.1
|
|
Certification of Jasper B. Sanfilippo pursuant to 18 U.S.C. Section 1350, as adopted pursuant to Section 906
of the Sarbanes-Oxley Act of 2002, filed herewith
|
|
|
|
32.2
|
|
Certification of Michael J. Valentine pursuant to 18 U.S.C. Section 1350, as adopted pursuant to Section 906
of the Sarbanes-Oxley Act of 2002, filed herewith
|
|
|
|
33-99
|
|
Not applicable
|
|
|
|
(1)
|
|
Incorporated by reference to the Registrants Registration Statement on Form S-1,
Registration No. 33-43353, as filed with the Commission on October 15, 1991 (Commission File
No. 0-19681).
|
|
(2)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal year
ended December 31, 1991 (Commission File No. 0-19681), as amended by the certificate of
amendment filed as an appendix to the Registrants 2004 Proxy Statement filed on September 8,
2004.
|
|
(3)
|
|
Incorporated by reference to the Registrants Registration Statement on Form S-1 (Amendment
No. 3), Registration No. 33-43353, as filed with the Commission on November 25, 1991
(Commission File No. 0-19681).
|
|
(4)
|
|
Incorporated by reference to the Registrants Current Report on Form 8-K dated September 29,
1992 (Commission File No. 0-19681).
|
|
(5)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal year
ended December 31, 1993 (Commission File No. 0-19681).
|
|
(6)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal year
ended December 31, 1994 (Commission File No. 0-19681).
|
62
|
|
|
(7)
|
|
Incorporated by reference to the Registrants Quarterly Report on Form 10-Q for the third
quarter ended September 28, 1995 (Commission File No. 0-19681).
|
|
(8)
|
|
Incorporated by reference to the Registrants Quarterly Report on Form 10-Q for the third
quarter ended March 26, 1998 (Commission File No. 0-19681).
|
|
(9)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal year
ended June 25, 1998 (Commission File No. 0-19681).
|
|
(10)
|
|
Incorporated by reference to the Registrants Quarterly Report on Form 10-Q for the first
quarter ended September 24, 1998 (Commission File No. 0-19681).
|
|
(11)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal year
ended June 29, 2000 (Commission File No. 0-19681).
|
|
(12)
|
|
Incorporated by reference to the Registrants Quarterly Report on Form 10-Q for the second
quarter ended December 28, 2000 (Commission File No. 0-19681).
|
|
(13)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal
year ended June 27, 2002 (Commission File No. 0-19681).
|
|
(14)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal
year ended June 26, 2003 (Commission File No. 0-19681).
|
|
(15)
|
|
Incorporated by reference to the Registrants Quarterly Report on Form 10-Q for the second
quarter ended December 25, 2003 (Commission File No. 0-19681).
|
|
(16)
|
|
Incorporated by reference to the Registrants Registration Statement on Form S-3 (Amendment
No. 2), Registration No. 333-112221, as filed with the Commission on March 10, 2004.
|
|
(17)
|
|
Incorporated by reference to the Registrants Annual Report on Form 10-K for the fiscal
year ended June 24, 2004 (Commission File No. 0-19681).
|
|
(18)
|
|
Incorporated by reference to the Registrants Quarterly Report on Form 10-Q for the first
quarter ended September 23, 2004 (Commission File No. 0-19681).
|
|
(19)
|
|
Incorporated by reference to the Registrants Current Report on Form 8-K dated December 1,
2004 (Commission File No. 0-19681).
|
|
(20)
|
|
Incorporated by reference to the Registrants Current Report on Form 8-K dated December 2,
2004 (Commission File No. 0-19681).
|
|
(21)
|
|
Incorporated by reference to the Registrants Current Report on Form 8-K dated December 16,
2004 (Commission File No. 0-19681).
|
|
(22)
|
|
Incorporated by reference to the Registrants Current Report on Form 8-K dated March 2, 2005
(Commission File No. 0-19681).
|
|
(23)
|
|
Incorporated by reference to the Registrants Current Report on Form 8-K dated April 15,
2005 (Commission File No. 0-19681).
|
|
(24)
|
|
Incorporated by reference to the Registrants Quarterly
Report on Form 10-Q for the third quarter ended March 24, 2005 (Commission File No. 0-19681).
|
|
*
|
|
Indicates a management contract or compensatory plan or arrangement required to be filed
as an exhibit to this form pursuant to
Item 14(c).
|
63
Exhibit 10.55
Standard Form of Agreement Between Owner and Contractor
where the basis for payment is the COST OF THE WORK PLUS A FEE with a negotiated
Guaranteed Maximum Price
AGREEMENT
made as of the 18th day of August in the year
two thousand and
five
(In words, indicate day, month and year)
BETWEEN the Owner:
(Name, address and other information)
John B. Sanfilippo & Son, Inc.
2299 Busse Road
Elk Grove Village, Illinois 60007
and the Contractor:
(Name, address and other information)
McShane Construction Corporation
9550 West Higgins Road, Suite 200
Rosemont, Illinois 60018
The Project is:
(Name and location)
Expansion and Modification of Existing Panasonic Building
Southeast corner of 1-90 and Randall Road.
Elgin, Illinois
The Architect is:
(Name, address and other information)
Heitman Architects
555 Pierce Road, Suite 105
Itasca, Illinois 60143
The Owner
and Contractor agree as follows.
ARTICLE 1 THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General,
Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution
of this Agreement, other documents listed in this Agreement and Modifications issued after
execution of this Agreement; these form the Contract, and are as
fully a part of the Contract as if
attached to this Agreement or repeated herein. The Contract represents the entire and integrated
agreement between the parties hereto and supersedes prior negotiations, representations or
agreements, either written or oral. An enumeration of the Contract Documents, other than
Modifications, appears in Article 15. If anything in the other Contract Documents is inconsistent
with this Agreement, this Agreement shall govern.
ARTICLE 2 THE WORK OF THIS CONTRACT
The Contractor shall fully execute the Work described in the Contract Documents, and
reasonably inferable by Contractor as necessary to achieve the results intended by the
ADDITIONS AND DELETIONS:
The author of this document has added information needed for its
completion. The author may also have revised the text of the original AIA standard form. An
Additions and Deletions Report
that notes added information as well as revisions to the standard
form text is available from the author and should be reviewed. A vertical line in the left margin
of this document indicates where the author has added necessary information and where the author
has added to or deleted from the original AIA text.
This
document has important legal consequences. Consultation with an attorney is encouraged with
respect to its completion or modification.
This document is not intended for use in competitive bidding.
AIA Document A201-1997, General Conditions of the Contract for Construction, is adopted in
this document by reference. Do not use with other general conditions unless this document is
modified.
This document has been approved and endorsed by the Associated General Contractors
of America.
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
1
Contract Documents, except to the extent specifically indicated in the Contract Documents to
be the responsibility of
others.
ARTICLE 3 RELATIONSHIP OF THE PARTIES
The Contractor accepts the relationship of trust and confidence established by this
Agreement and covenants with the Owner to cooperate with the Architect and exercise the
Contractors skill and judgment in furthering the interests of the Owner; to furnish efficient
business administration and supervision; to furnish at all times an adequate supply of workers and
materials; and to perform the Work in an expeditious and economical manner consistent with the
Owners interests. The Owner agrees to furnish and approve, in a timely manner, information
required by the Contractor and to make payments to the Contractor in accordance with the
requirements of the Contract Documents.
ARTICLE 4 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
§ 4.1
The date of commencement of the Work shall be the date of this Agreement unless a
different date is stated
below or provision is made for the date to be fixed in a notice to
proceed issued by the Owner.
(Insert the date of commencement, if it differs from the date of this Agreement or, if
applicable, state that the date will be fixed in a notice to proceed.)
fixed in a notice to
proceed to be issued by the Owner.
If, prior to commencement of the Work, the Owner requires time to file mortgages,
mechanics liens and other security interests, the Owners time requirement shall be as
follows:
§ 4,2
The Contract Time shall be measured from the date of commencement.
§4.3
The Contractor shall complete the Work and shall achieve Substantial Completion of the
entire Work as set forth
not later than (TBD) days from the date of commencement, and is
predicated
on
or as follows;
the Project Construction Schedule, which is attached as Exhibit
A.
(Insert
number of calendar days. Alternatively, a calendar date may be used when coordinated
with the date of commencement. Unless stated elsewhere in the Contract Documents, insert any
requirements for earlier Substantial Completion of certain portions
of the Work.)
(Paragraph deleted)
,
subject to adjustments of this Contract Time as provided in the Contract Documents.
(Insert provisions, if any, for liquidated damages relating to failure to complete on time, or for
bonus payments for
early completion of the Work.)
ARTICLE
5 BASIS FOR PAYMENT
§ 5.1 CONTRACT SUM
§ 5.1.1
The Owner shall pay the Contractor the Contract Sum in current funds for the
Contractors performance of the Contract. The Contract Sum is the Cost of the Work as defined in
Article 7 plus the Contractors Fee.
§ 5.1.2
The Contractors Fee is:
(State a lump sum, percentage of Cost of the Work or other provision for determining the
Contractors Fee, and describe the method of adjustment of the Contractors Fee for changes in the
Work.)
The Contractors Fee is calculated as a percentage of the Cost of the Work as described in the
following fee schedule:
TOTAL FINAL CONTRACT SUM
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First
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Next
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Next
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$10MM
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$10MM
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$10MM
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Over
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($0-10MM)
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($10-20MM)
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($20-30MM)
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$30MM
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All Work
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4.75
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%
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4.25
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%
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3.75
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%
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2.75
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%
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AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1956, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
2
All
professional fees paid or incurred by Contractor for architectural, civil or
structural engineering drawings, plans, renderings or specifications and all insurance premiums
paid or incurred by Contractor shall be excluded from the Cost of the Work in calculating the
Contractors Fee.
§ 5.2 GUARANTEED MAXIMUM PRICE
§ 5.2.1
The sum of the Cost of the Work and the Contractors Fee is guaranteed by the
Contractor not to exceed ______ Dollars ($_____), subject-to additions
and deductions by Change Order as provided in the Contract-Documents. Such maximum sum is referred to in the Contract Documents as
the Guaranteed Maximum Price. Costs which would cause the Guaranteed Maximum Price to be exceeded
shall be paid by the Contractor without reimbursement by the Owner.
The Estimated Contract Sum is
summarized in Exhibit B. The Estimated Contract Sum is Contractors best judgment as to the amount
of the final Contract Sum upon completion of the Work. No fixed limit of the Cost of the Work shall
be established as a condition of this Agreement by the furnishing, proposal or establishment of the
Estimated Contract Sum.
(Insert
specific provisions if the Contractor is to participate in any
savings.)
§ 5.2.2
The Estimated Contract Sum
Guaranteed Maximum Price
is based on the following
alternates, if any, which are described in the Contract Documents and are hereby accepted by the
Owner:
(State the numbers or other identification of accepted alternates. If decisions on other
alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a
schedule of such other alternates showing the amount for each and the date when the amount
expires.)
See Exhibit F.
§ 5.2.3
Unit prices, if any, are as follows;
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Description
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Units
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Price ($0.00)
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See Exhibit F.
§ 5.2.4
Allowances, if any, are as follows
(Identify and state the amounts of any allowances, and state whether they include labor, materials, or both.)
|
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Allowance
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Amount ($0.00)
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Included items
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See Exhibit F.
§ 5.2.5
Assumptions, if any, on which the Estimated Contract Sum
Guaranteed Maximum Price
is based
are as
follows:
See Exhibit F.
§ 5.2.6
To the extent that the Drawings and Specifications are anticipated to require further
development by the Architect, the Contractor has provided in the
Estimated Contract Sum
Guaranteed Maximum Price
for such further development consistent with the Contract Documents
and reasonably inferable therefrom. Such further development does not include such things as
changes in scope, systems, kinds and quality of materials, finishes or equipment, all of
which, if required, shall be incorporated by Change Order.
ARTICLE 6 CHANGES IN THE WORK
§
6.1
Adjustments to the Estimated Contract Sum
Guaranteed Maximum Price
on account of changes in
the Work
may be determined by any of the methods listed in Section 7.3.3 of AIA Document A201-1997.
§ 6.2
In calculating adjustments to subcontracts (except those awarded with the Owners prior
consent on the basis of cost plus a fee), the terms cost and fee as used in Section
7.3.3.3 of AIA Document A201-1997 and the terms costs and a reasonable allowance for
overhead and profit as used in Section 7.3.6 of AIA Document A201-1997 shall have the
meanings assigned to them in AIA Document A201-1997 and shall not be modified by Articles 5, 7
and 8 of this Agreement. Adjustments to subcontracts awarded with the Owners prior consent on
the basis of cost plus a fee shall be calculated in accordance with the terms of those
subcontracts.
§ 6.3
In calculating adjustments to the Estimated Contract Sum
Guaranteed- Maximum Price
, the
terms cost and costs as used in the above-referenced provisions of AIA Document A201-1997
shall mean the Cost of the Work as defined in Article 7 of this Agreement and the terms fee
and a reasonable allowance for overhead and profit shall mean the Contractors Fee as
defined in Section 5.1.2 of this Agreement.
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1956, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
3
§
6.4
If no specific provision is made in Section 5.1 of this Agreement or Section 7.3.6
of AIA Document A201-1997 for adjustment of the Contractors Fee in the case of changes in the
Work, or if the extent of such changes is such, in the aggregate, that application of the
adjustment provisions of Section 5.1 will cause substantial inequity to the Owner or
Contractor, the Contractors Fee shall be equitably adjusted on the basis of the Fee
established for the original Work, and the Estimated Contract Sum
Guaranteed Maximum Price
shall be adjusted accordingly.
ARTICLE 7 COSTS TO BE REIMBURSED
§ 7.1 COST OF THE WORK
The term
Cost of the Work shall mean costs necessarily incurred by the Contractor in the
proper performance of the Work. Such costs shall be at rates not higher than the standard paid at
the place of the Project except with prior consent of the Owner. The Cost of the Work shall include
only the items set forth in this Article 7.
§ 7.2 LABOR COSTS
§ 7.2.1
Wages of construction workers directly employed by the Contractor to perform the
construction of the Work at the site or, with the Owners approval, at off-site workshops.
§
7.2.2
Wages or salaries of the Contractors supervisory and
administrative personnel (
project
executive, senior project manager, project manager, project engineer, superintendent, MEP
superintendent, assistant superintendent, clerical, estimator, safety engineer) whether
when
stationed at the site
or at Contractors principal office for that portion of their
time required for the Work,
with the Owners approval.
(If it is intended that the wages or salaries of certain personnel stationed at the
Contractors principal or other offices shall be included in the Cost of the Work, identify in
Article 14 the personnel to be included and whether for all or
only part of their time, and the
rates at which their time will be charged to the Work.)
§ 7.2.3
Wages and salaries of the Contractors supervisory or administrative personnel
(as
defined in Subparagraph 7.2.2
engaged, at factories, workshops or on the road, in
expediting the production or transportation of materials or equipment required for the Work,
but only for that portion of their time required for the Work.
§ 7.2.4
Costs paid or incurred by the Contractor for taxes, insurance, contributions,
incentive compensation, vehicle allowance, assessments and benefits required by law or
collective bargaining agreements and, for personnel not covered by such agreements, customary
benefits such as sick leave, medical and health benefits, holidays, incentive compensation,
vehicle allowance, vacations and pensions, provided such costs are based on wages and salaries
included in the Cost of the Work under Sections 7.2.1 through 7.2.3.
7.2.5
Wages and associated costs described in 7.2.1 through 7.2.4 are detailed on the Billing
Rate Schedule, attached as Exhibit C.
§ 7.3 SUBCONTRACT COSTS
§ 7.3.1
Payments made by the Contractor to Subcontractors in accordance with the requirements
of the subcontracts.
§ 7.4 COSTS OF MATERIALS AND EQUIPMENT INCORPORATED IN THE COMPLETED CONSTRUCTION
§ 7.4.1
Costs, including transportation and storage, of materials and equipment incorporated or to be
incorporated in the completed construction. Eixcept with the Owners prior approval, the
Contractor shall not make advance payments to suppliers for materials or equipment which have
not been delivered and stored at the site.
§ 7.4.2
Costs of materials described in the preceding Section 7.4.1 in excess of those
actually installed to allow for reasonable waste and spoilage. Unused excess materials, if
any, shall be properly stored during performance of the Work and shall become the Owners
property or disposed of at Owners direction at the completion of the Work or, at the Owners
option, shall be sold by the Contractor. Any amounts realized from such sales shall be
credited to the Owner as a deduction from the Cost of the Work.
§
7.5 COSTS OF OTHER MATERIALS AND EQUIPMENT, TEMPORARY FACILITIES AND RELATED ITEMS
§ 7.5.1
Costs, including transportation and storage, installation, maintenance, dismantling and removal
of materials, supplies, temporary facilities, machinery, equipment, and hand tools not
customarily owned by construction workers, that are provided by the Contractor at the site and
fully consumed in the performance of the Work; and cost
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
4
(less
remaining market
salvage
value) of such items if not fully consumed, whether sold
to others or retained by the Contractor. Cost for items previously used by the Contractor
shall mean fair market value.
§ 7.5.2
Rental charges for temporary facilities, machinery, equipment, and hand tools not
customarily owned by construction workers that are provided by the Contractor at the site,
whether rented from the Contractor or others, and costs of transportation, installation, minor
repairs and replacements, dismantling and removal thereof. Rates and quantities of equipment
rented shall be subject to the Owners prior approval.
§
7.5.3
Costs of removal of debris from the site.
§ 7.5.4
Costs of document reproductions, facsimile transmissions and long-distance telephone
calls, postage and parcel delivery charges, telephone service at the site and reasonable petty
cash expenses of the site office.
§ 7.5.5
That portion of the reasonable expenses of the Contractors personnel incurred while
traveling in discharge of duties connected with the Work.
§ 7.5.6
Costs of materials and equipment suitably stored off the site at a mutually acceptable
location, if approved in advance by the Owner.
§ 7.6 MISCELLANEOUS COSTS
§
7.6.1
That portion of insurance
and-bond
premiums required by
that-can be
directly-attributed to
this Contract:
For Contractors Liability Insurance as defined in
Section
.
Subparagraph
11.1 of AIA Document A201-11997 and with limits as defined in
Article 16 of this Agreement, an amount equal to 1.18% of the Cost of the Work.
For
Contractor-provided Property Insurance as defined in
Section
Sabparagraph
11.4 of AIA
Document A201-1997, an amount equal to 0.09% of the Cost of the Work.
§ 7.6.2
Sales, use or similar taxes imposed by a governmental authority that are related to the
Work.
§7.6.3
Fees and assessments for the building permit and for other permits, licenses and
inspections for which the Contractor is required by the Contract
Documents to pay.
§ 7.6.4
Fees of laboratories for tests required by the Contract Documents, except those
related to defective or nonconforming Work for which reimbursement is excluded by Section
13.5.3 of AIA Document A201-1997 or other provisions of the Contract Documents, and which do
not fall within the scope of Section 7.7.3.
§ 7.6.5
Royalties and license fees paid for the use of a particular design, process or product
required by the Contract Documents; the cost of defending suits or claims for infringement of
patent rights arising from such requirement of the Contract Documents; and payments made in
accordance with legal judgments against the Contractor resulting from such suits or claims and
payments of settlements made with the Owners consent. However, such costs of legal defenses,
judgments and settlements shall not be included in the calculation of
the Contractors Fee
or
subject to the Guaranteed Maximum Price
. If such royalties, fees and costs are excluded by the
last sentence of Section 3.17.1 of AIA Document A201-1997 or other provisions of the Contract
Documents, then they shall not be included in the Cost of the Work.
§ 7.6.6
Data processing costs related to the Work.
§ 7.6.7
Deposits lost for causes other than the Contractors negligence or failure to fulfill
a specific responsibility to the Owner as set forth in the Contract Documents.
§7.6.8
Legal, mediation and arbitration costs, including attorneys fees, other than those
arising from disputes between the Owner and Contractor, reasonably incurred by the Contractor
in the performance of the Work and with the Owners prior written approval; which approval
shall not be unreasonably withheld.
§ 7.6.9
Expenses incurred in accordance with the Contractors standard personnel policy for
relocation and temporary living allowances of personnel required for the Work, if approved by
the Owner in writing.
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
(3675030-104)
5
§
7.7 OTHER COSTS AND EMERGENCIES
§ 7.7.1
Other costs incurred in the performance of the Work if and to the extent approved in
advance in writing by
the Owner.
§ 7.7.2
Costs due to emergencies incurred in taking action to prevent threatened damage, injury or
loss in case of an emergency affecting the safety of persons and property, to the extent not caused
by negligence of Contractor, any of its subcontractors, or anyone for whom either is responsible,
as provided in Section 10.6 of AIA Document A201-1997.
§ 7.7.3
Costs of repairing or correcting damaged or nonconforming Work executed by the Contractor,
Subcontractors or suppliers, provided that such damaged or nonconforming Work was not caused by
negligence or failure to fulfill a specific responsibility of the Contractor and only to the
extent that the cost of repair or correction is not recoverable by the Contractor from insurance,
sureties, Subcontractors or suppliers, provided failure of coverage is not due to Contractors or
Subcontractors breach of or default under a contract for
insurance.
ARTICLE 8 COSTS NOT TO BE REIMBURSED
§ 8.1
The Cost of the Work shall not
include:
§ 8.1.1
Salaries and other compensation of the Contractors personnel stationed at the
Contractors principal office or offices other than the site office, except as specifically
provided in Sections 7.2.2 and 7.2.3 or as may be provided in Article 14.
§ 8.1.2
Expenses of the Contractors principal office and offices other than the site office.
§ 8.1.3
Overhead and general expenses, except as may be expressly included in Article 7.
§ 8.1.4
The Contractors capital expenses, including interest on the Contractors capital employed
for the Work.
§ 8.1.5
Rental costs of machinery and equipment, except as specifically provided in Section 7.5.2.
§ 8.1.6
Except as provided in Section 7.7.3 of this Agreement, costs due to the negligence or
failure to fulfill a specific responsibility of the Contractor, Subcontractors and suppliers or
anyone directly or indirectly employed by any of them or for whose acts any of them may be liable.
§ 8.1.7
Any cost not specifically and expressly described in Article 7.
§ 8.1.8
Costs, other than costs included in Change Orders approved by the Owner, that would cause
the Guaranteed Maximum Price to be exceeded
.
ARTICLE 9 DISCOUNTS, REBATES AND REFUNDS
§ 9.1
Cash discounts obtained on payments made by the Contractor shall accrue to the Owner
if (1) before making the payment, the Contractor included them in an Application for Payment and
received payment therefor from the Owner, or (2) the Owner has deposited funds with the Contractor
with which to make payments; otherwise, cash discounts shall accrue
to the Contractor. Trade
discounts, rebates, refunds and amounts received from sales of surplus materials and equipment
shall accrue to the Owner, and the Contractor shall make provisions so that they can be secured.
§ 9.2
Amounts that accrue to the Owner in accordance with the provisions of Section 9.1 shall be
credited to the Owner as a deduction from the Cost of the Work.
ARTICLE 10 SUBCONTRACTS AND OTHER AGREEMENTS
§
10.1
Those portions of the Work that the Contractor does not customarily perform with the
Contractors own personnel shall be performed under subcontracts or by other appropriate
agreements with the Contractor. The Owner may designate specific persons or entities from whom the
Contractor shall obtain bids. The Contractor shall obtain bids from Subcontractors and from
suppliers of materials or equipment fabricated especially for the Work and shall deliver such bids
to the Architect. The Owner shall then determine with the advice of the Contractor and the
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
6
Architect, which bids will be accepted. The Contractor shall not be required to contract with
anyone to whom the Contractor has reasonable objection.
§ 10.2
If a specific bidder among those whose bids are delivered by the Contractor-
to the Architect (1) is
recommended to the Owner by the Contractor: (2) is qualified to perform that portion of the
Work; and (3) has submitted a bid that confirms to the requirements of the Contract Documents
without reservations or exceptions, but the Owner requires that another bid be accepted then the
Contractor may require that a Change Order be issued to adjust the Guaranteed Maximum Price by the
-difference between the bid of the persen-or entity recommended to the Owner by the Contractor and the
amount of the subcontract or other agreement actually signed with -the person or entity designated
by the Owner.
§ 10.23
Subcontracts or other agreements shall conform to the applicable payment provisions of
this Agreement, and shall not be awarded on the basis of cost plus a fee without the prior consent
of the Owner.
ARTICLE 11 ACCOUNTING RECORDS
The Contractor shall keep full and detailed accounts and exercise such controls as may be
necessary for proper financial management under this Contract, and the accounting and control
systems shall be satisfactory to the Owner. The Owner and the Owners accountants shall be
afforded access to, and shall be permitted to audit and copy, the Contractors records, books,
correspondence, instructions, drawings, receipts, subcontracts, purchase orders, vouchers,
memoranda and other data relating
specifically
to this Contract,
and only for those items
which are not provided by the Contractor on a lump sum basis as
described in Subparagraph 12.1.5,
and the Contractor shall preserve these for a period of three years after final payment, or
for such longer period as may be required by law.
ARTICLE 12 PAYMENTS
§
12.1 PROGRESS PAYMENTS
§ 12.1.1
Based upon Applications for Payment submitted to the Architect by the Contractor and
Certificates for
Payment issued by the Architect, the Owner shall make progress payments on account of the Contract
Sum to the
Contractor as provided below and elsewhere in the Contract Documents for Work approved by Owner.
§ 12.1.2
The period covered by each Application for Payment shall be one calendar month ending on
the last day of the month,
or as follows:
§ 12.1.3
Provided that an Application for Payment is received by the Architect not later than the
fifth (5
th
) day of a month, the Owner shall make payment to the Contractor not later
than the fifth
(5
th
) day
of the
following
month. If an Application for Payment is
received by the Architect after the application date fixed above, payment shall be made by the
Owner not later than thirty (30) days after the Architect receives the Application for Payment.
§ 12.1.4
With each Application for Payment, the Contractor shall submit payrolls, petty cash
accounts, receipted invoices or invoices with check vouchers attached, and any other evidence
required by the Owner or Architect to demonstrate that cash disbursements already made by the
Contractor on account of the Cost of the Work equal or exceed (1) progress payments already
received by the Contractor; less (2) that portion of those payments attributable to the
Contractors Fee; plus (3) payrolls for the period covered by the present Application for Payment,
plus (4) retainage .
Along with each Application for Payment or_contemporaneous with payment.
Contractor shall deliver its general lien waiver and further lien waivers from all major
Subcontractors on the project waiving liens for Work for which payment was requested by Contractor
and paid for by Owner on the preceding Application for Payment. Major Subcontractors shall mean
those Subcontractors and material suppliers having contracts with Contractor in respect to this
project in excess of $25,000.00,
provided, however, that Contractor shall provide such lien
waivers from subcontractors as required by the title company for the title company to provide
coverage over mechanics lien claims.
§ 12.1.5
Each Application for Payment shall be based on the most recent schedule of values
submitted by the Contractor in accordance with the Contract Documents. The schedule of values,
which is included as Exhibit B,
shall allocate the entire Estimated Contract Sum
Guaranteed
Maximum-Price
among the various portions of the Work, except that the Contractors Fee shall be
shown as a single separate item.
Those items indicated by an asterisk (*) on Exhibit B shall
be provided by the Contractor on a lump sum basis. The schedule of values may include a Contractor
contingency, which contingency shall be allocated at the Contractors reasonable and sole
discretion to maintain the progress of the Work consistent with the Contract Documents.
The
schedule of values
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
7
shall be prepared in such form and supported by such data to substantiate its accuracy as the
Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis
for reviewing the Contractors Applications for Payment.
§ 12.1.6
Applications for Payment shall show the percentage of completion of each portion of the
Work as of the end of the period covered by the Application for Payment. The percentage of
completion shall be the lesser of (1) the percentage of that portion of the Work which has actually
been completed; or (2) the percentage obtained by dividing (a) the expense that has actually been
incurred by the Contractor on account of that portion of the Work for which the Contractor has made
or intends to make actual payment prior to the next Application for Payment by (b) the share of the
Estimated Contract Sum
Guaranteed Maximum Price
allocated to that portion of the Work in the
schedule of values.
§ 12.1.7
Subject to other provisions of the Contract Documents, the amount of each progress
payment shall be computed as follows:
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.1
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|
take that portion of the Estimated Contract Sum
Guaranteed Maximum Price
properly allocable to completed Work as determined by multiplying the percentage of
completion of each portion of the Work by the share of the Estimated Contract Sum
Guaranteed Maximum Price
allocated to that portion of the Work in the schedule of
values. Pending final determination of cost to the Owner of changes in the Work,
amounts not in dispute shall be included as provided in Section 7.3.8 of AIA Document
A201-1997;
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.2
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add that portion of the Estimated Contract Sum
Guaranteed Maximum Price
properly allocable to materials and equipment delivered and suitably stored at the
site for subsequent incorporation in the Work, or if approved in advance by the Owner,
suitably stored off the site at a location agreed upon in writing;
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.3
|
|
add the Contractors Fee, less retainage of
Ten percent (10%) of the
Contractors Fee allocated to the first fifty percent (50%) of the value of the Work
that is completed; after fifty percent (50%) of the Work is completed, retainage on
Contractors Fee shall be reduced to five percent (5%) of the Contractors Fee
allocated to the value of all Work that is completed to date.
The Contractors Fee
shall be computed upon the Cost of the Work described in the two preceding Clauses at
the rate stated in Section 5.1.2 or, if the Contractors Fee is stated as a fixed sum
in that Subparagraph, shall be an amount that bears the same ratio to that fixed-sum
fee as the Cost of the Work in the two preceding Clauses bears to a reasonable
estimate of the probable Cost of the Work upon its completion;
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.4
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subtract the aggregate of previous payments made by the Owner;
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.5
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subtract the shortfall, if any, indicated by the Contractor in the
documentation required by Section 12.1.4 to substantiate prior Applications for
Payment, or resulting from errors subsequently discovered by the Owners accountants
in such documentation; and
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.6
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subtract amounts, if any, for which the Architect has withheld or nullified a
Certificate for Payment as provided in Section 9.5 of AIA Document A201-1997.
|
§
12.1.8
Except with the Owners prior approval.
p
Payments
to Subcontractors shall be subject to
retainage of
not less than
ten percent (10%) of the first fifty percent (50%) of the value of
the Work that is completed; after fifty percent (50%) of the Work is completed, retainage on the
payments to Subcontractors shall be reduced to five percent (5%) of the value of all Work that is
completed to date. Retainage may be further reduced on specific Subcontracts with approval of
Owner and Architect.
The Owner and the Contractor shall agree upon a mutually acceptable
procedure for review and approval of payments and retention for Subcontractors.
§ 12.1.9
In taking action on the Contractors Applications for Payment, the Architect shall be
entitled to rely on the accuracy and completeness of the information furnished by the Contractor
and shall not be deemed to represent that the Architect has made a detailed examination, audit or
arithmetic verification of the documentation submitted in accordance with Section 12.1.4 or other
supporting data; that the Architect has made exhaustive or continuous on-site inspections or that
the Architect has made examinations to ascertain how or for what purposes the Contractor
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
8
has used amounts previously paid on account of the Contract. Such examinations, audits and
verifications, if required by the Owner, will be performed by the Owners accountants acting in the
sole interest of the Owner.
§ 12.2 FINAL PAYMENT
§ 12.2.1
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made
by the Owner to
the Contractor when:
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the Contractor has fully performed the Contract except for the Contractors
responsibility to correct Work (after final payment) as provided in Section 12.2.2 of
AIA Document A201-1997, and to satisfy other requirements, if any, which extend
beyond final payment; and
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.2
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a final Certificate for Payment has been issued by the Architect.
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§ 12.2.2
The Owners final payment to the Contractor shall be made no later than 30 days after the
issuance of the Architects final Certificate for Payment,
or as follows:
§ 12.2.3
The Owners accountants will review and report in writing on the Contractors final
accounting within 30 days after delivery of the final accounting to the Architect by the
Contractor. Based upon such Cost of the Work as the Owners accountants report to be substantiated
by the Contractors final accounting, and provided the other
conditions of Section 12.2.1 have
been met, the Architect will, within seven days after receipt of the written report of the Owners
accountants, either issue to the Owner a final Certificate for Payment with a copy to the
Contractor, or notify the Contractor and Owner in writing of the Architects reasons for
withholding a certificate as provided in Section 9.5.1 of the AIA Document A201-1997. The time
periods stated in this Section 12.2.3 supersede those stated in Section 9.4.1 of the AIA Document
A201-1997.
§
12.2.4
If the Owners accountants report the Cost of the Work as substantiated by the
Contractors final accounting to be less than claimed by the Contractor, the Contractor shall be
entitled to demand arbitration of the disputed amount without a further decision of the Architect.
Such demand for arbitration shall be made by the Contractor within 30 days after the Contractors
receipt of a copy of the Architects final Certificate for Payment; failure to demand arbitration
within this 30-day period shall result in the substantiated amount reported by the Owners
accountants becoming binding on the Contractor. Pending a final resolution by arbitration, the
Owner shall pay the Contractor the amount certified in the Architects final Certificate for
Payment.
§ 12.2.5
If, subsequent to final payment and at the Owners request, the Contractor incurs costs
described in Article 7 and not excluded by Article 8 to correct defective or nonconforming Work,
the Owner shall reimburse the Contractor such costs and the Contractors Fee applicable thereto on
the same basis as if such costs had been incurred prior to final
payment.,
but not in excess of the
Guaranteed Maximum Price. If the Contractor has participated in savings as provided in Section
5.2, the amount of such savings shall he recalculated and appropriate credit given to the Owner in
determining the net amount to-be paid by the Owner to the Contractor.
ARTICLE 13 TERMINATION OR SUSPENSION
§ 13.1
The Contract may be terminated by the Contractor, or by the Owner for convenience, as
provided in Article 14 of AIA Document A201-1997. However, the amount to be paid to the Contractor
under Section 14.1.3 of AIA Document A201-1997 shall not exceed the amount the Contractor would be
entitled to receive under Section 13.2 below,
except that the Contractors Fee-shall be-calculated
as if the-Work had been-fully completed-by-the Contractor, including a reasonable estimate of the
Cost of the Work for Work not actually completed.
§ 13.2
The Contract may be terminated by the Owner for cause as provided in Article 14 of AIA
Document A201-1997. The amount, if any, to be paid to the Contractor under Section 14.2.4 of AIA
Document A201-1997 shall not
cause the Guaranteed Maximum Price to be exceeded, nor shall it
exceed an amount calculated as follows:
§ 13.2.1
Take the Cost of the Work incurred by the Contractor to the date of termination;
§ 13.2.2
Add the Contractors Fee computed upon the Cost of the Work to the date of termination at
the rate stated in Section 5.1.2 or, if the Contractors Fee is stated as a fixed sum in that
Section, an amount that bears the same ratio to that fixed-sum Fee as the Cost of the Work at the
time of termination bears to a reasonable estimate of the probable Cost of the Work upon its
completion; and
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
9
§ 13.2.3
Subtract the aggregate of previous payments made by the Owner.
§ 13.3
The Owner shall also pay the Contractor fair compensation, either by purchase or rental at
the election of the Owner, for any equipment owned by the Contractor that the Owner elects to
retain and that is not otherwise included in the Cost of the Work under Section 13.2.1. To the
extent that the Owner elects to take legal assignment of subcontracts and purchase orders
(including rental agreements), the Contractor shall, as a condition of receiving the payments
referred to in this Article 13, execute and deliver all such papers and take all such steps,
including the legal assignment of such subcontracts and other contractual rights of the Contractor,
as the Owner may require for the purpose of fully vesting in the Owner the rights and benefits of
the Contractor under such subcontracts or purchase orders.
§ 13.4
The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997;
in such case, the Estimated Contract Sum
Guaranteed Maximum Price
and Contract Time shall be
increased as provided in Section 14.3.2 of AIA Document A201-1997 except that the term profit
shall be understood to mean the Contractors Fee as described in
Sections 5.1.2 and Section 6.4 of
this Agreement.
ARTICLE 14 MISCELLANEOUS PROVISIONS
§ 14.1
Where reference is made in this Agreement to a provision AIA Document A201-1997 or
another Contract
Document, the reference refers to that provision as amended or supplemented by other provisions of
the Contract
Documents.
§ 14.2
Payments due and unpaid under the Contract shall bear interest from the date payment is due
at the rate stated
below, or in the absence thereof, at the legal rate prevailing from time to time at the place where
the Project is
located.
(Insert
rate of interest agreed upon, if any.)
Owner shall pay interest on unpaid approved amounts (upon receipt of invoice) from and after
its due date, to and
including the date of payment, at the rate of four percent (4%) per anum above the rate
designated as the Prime
Rate-by-LaSalle Bank. NA (or similar institution if said Bank shall cease- to exist or publish
such a Prime-Rate) from
the date when the same is due hereunder until the same be paid, but if such rate shall
exceed the highest rate allowed-by law, such rate shall be reduced to the highest rate allowed by
law.
Refer to Section 13.6.1 of A201.
(Usury
laws and requirements under the federal Truth in Lending Act, similar state and local
consumer credit laws and other regulations at the Owners and Contractors principal places of
business, the location of the Project and elsewhere may affect the validity of this provision.
Legal advice should be obtained with respect to deletions or modifications, and also regarding
requirements such as written disclosures or waivers.)
§ 14.3
The Owners representative is:
(Name,
address and other information.)
Chuck Nicketta
Vice President of Manufacturing
John B. Sanfilippo & Son, Inc.
2299 Busse Road
Elk Grove Village, Illinois 60007
847/539-2300 ext. 6583
§ 14.4
The Contractors representative is:
(Name, address and other information )
Mark Tritschler
McShane Construction Corporation
9550 West Higgins Road, Suite 200
Rosemont. Illinois 60018
847/692-8615
§ 14.5
Neither the Owners nor the Contractors representative shall be changed without ten days
written notice to the other party.
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
10
§ 14.6
Other provisions:
ARTICLE 15 ENUMERATION OF CONTRACT DOCUMENTS
§
15.1
The Contract Documents, except for Modifications issued after execution of this
Agreement, are enumerated
as follows:
§
15.1.1
The Agreement is this executed 1997 edition of the Standard Form of Agreement Between
Owner and Contractor, AIA Document Al11-1997,
as amended.
§ 15.1.2
The General Conditions are the 1997 edition of the General Conditions of the Contract
for Construction, AIA Document A201-1997,
as amended.
§ 15.1.3
The Supplementary and other Conditions of the Contract are those contained in the
Project Manual dated, and are as follows:
§ 15.1.4
The Specifications are those contained in the Project Manual dated as in Section
15.1.3, and are as follows:
(Either list the Specifications here or refer to an exhibit attached to
this Agreement.)
Refer to Exhibit D Specification List Not Used
§ 15.1.5
The Drawings are as follows, and are dated unless a different date
is shown below:
(Either list the Drawings here or refer to an exhibit attached to
this Agreement.)
Refer to Exhibit E Drawing List
§ 15.1.6
The Addenda, if any, are as follows:
Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless
the bidding requirements are also enumerated in this Article 15.
§ 15.1.7
Other Documents, if any, forming part of the Contract Documents are as follows:
(List here any additional documents, such as a list of alternates that are intended to form part
of the Contract
Documents. AIA Document A201-1997 provides that bidding requirements such as advertisement or
invitation to
bid, Instructions to Bidders, sample forms and the Contractors
bid are not part of the Contract
Documents unless
enumerated in this Agreement. They should be listed here only if intended to be part of the
Contract Documents.)
Exhibit F Clarifications
Exhibit G Legal Description
Exhibit H Geotechnical
Exhibit I Environmental
ARTICLE 16 INSURANCE AND BONDS
(List required limits of liability for insurance and bonds. AIA Document A201-1997 gives
other specific
requirements for insurance and bonds.)
The insurance required by Section 11.1.1 of AIA Document A201-1997 shall be written for the
following amounts:
Commercial General Liability:
$1,000,000 each occurrence
$100,000 fire damage (any one fire)
$5,000 medical expenses (any one person)
$1,000,000 personal and advertising injury
$2,000,000 general aggregate
$2,000,000 products-completed operations aggregate
$5,000,000 umbrella each occurrence and aggregate
AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1958, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
11
Automobile Liability:
$1.000.000 combined single limit (each accident)
Workers Compensation: Statutory Limits
Employers Liability:
$1,000,000 each accident
$1,000,000 disease-each employee
$ 1,000,000 disease-policy limit
Contractor shall name Owner and Owners Lender (if requested by Owner
)
as
additional insureds on the Commercial General Liability insurance.
This Agreement is entered into as of the day and year first written above and is executed
in at least three original copies, of which one is to be delivered to the Contractor, one
to the Architect for use in the administration of the Contract, and the remainder to the
Owner.
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Chuck Nicketta
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Jeffrey A. Raday
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OWNER
(Signature)
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CONTRACTOR
(Signature)
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Chuck Nicketta, Vice President of
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Manufacturing
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Jeffrey A. Raday, President
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(Printed name and title)
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(Printed name and title)
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AIA Document A111
1997. Copyright
© 1920, 1925, 1951, 1956, 1961, 1963, 1967, 1974, 1978,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this
AIA
®
Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:23:56 on 08/18/2005 under Order
No. 1000177464_2 which expires on
5/4/2006, and is not for resale.
User Notes:
12
General Conditions of the Contract for Construction
for the following PROJECT:
(Name and locution or address):
Expansion and Modification of Existing Panasonic Building
Southeast corner of 1-90 and Randall Road
Elgin, Illinois
THE OWNER:
(Name and address):
John B. Sanfilippo & Son, Inc.
2299 Busse Road
Elk Grove Village, Illinois 60007
THE ARCHITECT:
(Name and address):
Heitman Architects
555
Pierce Road, Suite 105
Itasca, Illinois 60143
TABLE OF ARTICLES
1
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GENERAL PROVISIONS
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2
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OWNER
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3
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CONTRACTOR
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4
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ADMINISTRATION OF THE CONTRACT
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5
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SUBCONTRACTORS
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6
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CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
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7
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CHANGES IN THE WORK
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8
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TIME
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9
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PAYMENTS AND COMPLETION
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10
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PROTECTION OF PERSONS AND PROPERTY
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11
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INSURANCE AND BONDS
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12
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UNCOVERING AND CORRECTION OF WORK
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13
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MISCELLANEOUS PROVISIONS
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ADDITIONS AND DELETIONS:
The author of this document has added information needed for its completion. The author may also
have revised the text of the original AIA standard form. An
Additions and Deletions Report
that
notes added information as well as revisions to the standard form text is available from the author
and should be reviewed. A vertical line in the left margin of this document indicates where the
author has added necessary information and where the author has added to or deleted from the
original AIA text.
This document has important legal consequences. Consultation with an attorney is encouraged with
respect to its completion or modification.
This document has been approved and endorsed by The Associated General Contractors of America
AIA Document A201
1997. Copyright
© 1911, 1915, 1915, 1925, 1961,
1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This AIA
TM
Document is protected by U.S. Copyright Law and international Treaties
. Unauthorized reproduction
or distribution of this AIA® Document or any portion of it may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at [ILLEGIBLE]
User Notes:
1
14
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TERMINATION OR SUSPENSION OF THE CONTRACT
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(Paragraph deleted)
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INDEX
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(Numbers and Topics in Bold are Section Headings)
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Acceptance of Nonconforming Work
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9.6.6,
9.9.3,
12.3
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Acceptance of Work
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9.6.6,
9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3
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Access to Work
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3.16,
6.2.1, 12.1
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Accident Prevention
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4.2.3, 10
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Acts and Omissions
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3.2,
3.3.2, 3.12.8, 3.18, 4.2, 3, 4.3.8, 4.4.1, 8.3.1,
9.5.1, 10.2.5, 13.4.2, 13.7, 14.1
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Addenda
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1.1.1,
3.11
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Additional Costs, Claims for
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4.3.4,
4.3.5, 4.3.6, 6.1.1, 10.3
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Additional Inspections and Testing
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9.8.3, 12.2.1, 13.5
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Additional Time, Claims for
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4.3.4,
4.3.7, 8.3.2
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ADMINISTRATION OF THE CONTRACT
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3.1.3,
4
,
9.4, 9.5
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Advertisement or Invitation to Bid
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1.1.1
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Aesthetic Effect
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4.2.13, 4.5.1
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Allowances
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3.8
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All-risk Insurance
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11, 4.1.1
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Applications for Payment
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4.2.5, 7.3.8, 9.2,
9.3
, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5,
9.10, 11.1.3, 14.2.4, 14.4.3
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Approvals
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2.4, 3.1.3, 3.5, 3.10.2, 3.12, 4.2.7, 9.3.2, 13.4.2, 13.5
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Arbitration
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4.3.3,
4.4, 4.5.1, 4.5.2,
4.6,
8.3.1, 9.7.1, 11.4.9,
11.4.10
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Architect
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4.1
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Architect, Definition of
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4.1.1
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Architect, Extent of Authority
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2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3.6, 7.4,
9.2, 9.3.1, 9.4, 9.5, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1,
13.5.1, 13.5.2, 14.2.2, 14.2.4
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Architect, Limitations of Authority and Responsibility
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2.1.1, 3.3.3, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1,
4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4,2.12, 4.2.13, 4.4,
5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6
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Architects Additional Services and Expenses
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2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4
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Architects Administration of the Contract
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3.1.3,
4.2, 4.3.4, 4.4, 9.4, 9.5
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Architects Approvals
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2.4, 3.1.3.3, 5.1, 3.10.2, 4.2.7
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Architects Authority to Reject Work
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3.5.1,
4.2.6, 12.1.2, 12.2.1
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Architects Copyright
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1.6
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Architects Decisions
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4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4.4.5,
4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4,
9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4
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Architects Inspections
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4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5
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Architects Instructions
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3.2.3, 3.3.1, 4.2.6, 4.2.7, 4.2.8, 7.4.1, 12.1, 13.5.2
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Architects Interpretations
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4.2.11, 4.2.12, 4.3.6
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Architects Project Representative
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4.2.10
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Architects Relationship with Contractor
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1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1,
3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2,
4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4,
9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12,
13.4.2, 13.5
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Architects Relationship with Subcontractors
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1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.4.7
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Architects Representations
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9.4.2, 9.5.1, 9.10.1
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Architects Site Visits
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4.2.2, 4.2.5, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1,
13.5
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Asbestos
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10.3.1
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Attorneys Fees
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3.18.1, 9.10.2, 10.3.3
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Award of Separate Contracts
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6,1.1, 6.1.2
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Award of Subcontracts and Other Contracts for Portions of the Work
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5.2
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Bask Definitions
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1.1
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Bidding Requirements
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1.1.1, 1.1.7, 5.2.1, 11.5.1
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Boiler
and Machinery Insurance
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11.4.2
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Bonds, Lien
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AIA Document A201
1997. Copyright
© 1911, 1915, 1915, 1925, 1961,
1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This AIA
TM
Document is protected by U.S. Copyright Law and international Treaties
. Unauthorized reproduction
or distribution of this AIA® Document or any portion of it may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at [ILLEGIBLE]
User Notes:
2
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9.10.2
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Bonds, Performance, and Payment
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7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5
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Building Permit
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3.7.1
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Capitalization
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1.3
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|
Certificate of Substantial Completion
|
|
|
9.8.3, 9.8.4, 9.8.5
|
|
|
Certificates for Payment
|
|
|
4,2.5, 4.2.9, 9.3.3,
9.4,
9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4
|
Certificates of Inspection, Testing or Approval
|
|
|
13.5.4
|
|
|
Certificates of Insurance
|
|
|
9.10.2, 11.1.3
|
|
|
Change Orders
|
|
|
1.1.1, 2.4.1, 3.4.2, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 4.3.4,
4.3.9, 5.2.3, 7.1,
7.2,
7.3, 8.3.1, 9.3.1.1, 9.10.3, 11.4.1.2, 11.4.4, 11.4.9, 12.1.2
|
Change Orders, Definition of
|
|
|
7.2.1
|
|
|
CHANGES IN THE WORK
|
|
|
3.11,
4.2.8,
7
, 8.3.1, 9.3.1.1, 11,4.9
|
|
|
Claim
,
Definition of
|
|
|
4.3.1
|
|
|
Claims and Disputes
|
|
|
3.2.3, 4.3, 4.4, 4.5, 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3, 9.10.4,
10.3.3
|
|
|
Claims and Timely Assertion of Claims
|
|
|
4.6.5
|
|
|
Claims for Additional Cost
|
|
|
3.2.3,
4.3.4,
4.3.5,
4.3.6, 6.1.1, 7.3.8, 10.3.2
|
|
|
Claims for Additional Time
|
|
|
3.2.3,
4.3.4,
4.3.7,
6.1.1, 8.3.2, 10.3.2
|
|
|
Claims for Concealed or Unknown Conditions
|
|
|
4.3.4
|
|
|
Claims for Damages
|
|
|
3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3,
11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4
|
|
|
Claims Subject to Arbitration
|
|
|
4.4.1, 4.5.1, 4.6.1
|
|
|
Cleaning Up
|
|
|
3.15, 6.3
|
|
|
Commencement of Statutory Limitation Period
|
|
|
13.7
|
|
|
Commencement of the Work, Conditions Relating to
|
|
|
2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5, 5.2.1,
5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.4.1, 11.4.6,
11.5.1
|
|
|
Commencement of the Work, Definition of
|
|
|
8.1.2
|
|
|
Communications Facilitating Contract
|
|
|
Administration
|
|
|
3.9.1,
4.2.4
|
|
|
Completion, Conditions Relating to
|
|
|
1.6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8,
9.9.1, 9.10, 12,2, 13.7, 14.1.2
|
|
|
COMPLETION, PAYMENTS AND
|
|
|
9
|
|
|
Completion, Substantial
|
|
|
4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3,
9.10.4.2, 12.2, 13.7
|
|
|
Compliance with Laws
|
|
|
1.6.1,
3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6.4,
4.6.6, 9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1,
13.5.2, 13.6, 14.1.1, 14.2.1.3
|
|
|
Concealed or Unknown Conditions
|
|
|
4.3.4,
8, 3.1,10.3
|
|
|
Conditions of the Contract
|
|
|
1.1.1, 1.1.7, 6.1.1, 6.1.4
|
|
|
Consent, Written
|
|
|
1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2,
9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2
|
|
|
CONSTRUCTION BY OWNER OR BY
|
|
|
SEPARATE CONTRACTORS
|
|
|
1.1.4, 6
|
|
|
Construction Change Directive, Definition of
7.3.1
|
|
|
Construction Change Directives
|
|
|
1.1.1,
3.12.8, 4.2.8, 4.3.9, 7.1,
7.3,
9.3.1.1
|
|
|
Construction Schedules, Contractors
|
|
|
1.4.1.2,
3.10, 3.12,1,3.12.2,4.3.7.2, 6.1.3
|
|
|
Contingent Assignment of Subcontracts
|
|
|
5.4, 14.2.2.2
|
|
|
Continuing Contract Performance
|
|
|
4.3.3
|
|
|
Contract, Definition of
|
|
|
1.1.2
|
|
|
CONTRACT, TERMINATION OR
|
|
|
SUSPENSION OF THE
|
|
|
5.4.1.1,
11.4, 9.14
|
|
|
Contract Administration
|
|
|
3.1.3, 4, 9.4, 9.5
|
|
|
Contract Award and Execution, Conditions Relating
to
|
|
|
3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.4.6, 11.5.1
|
|
|
Contract Documents, The
|
|
|
1.1, 1.2
|
|
|
Contract Documents, Copies Furnished and Use of
|
|
|
1.6, 2.2.5, 5.3
|
|
|
Contract Documents, Definition of
|
|
|
1.1.1
|
|
|
Contract Sum
|
|
|
3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7.4,
9.1,
9,4.2,
9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2.4, 14.3.2
|
|
|
Contract Sum, Definition of
|
|
|
9.1
|
|
|
Contract Time
|
|
|
4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1.3, 7.3, 7.4.8, 1.1, 8.2,
8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2
|
|
|
Contract Time, Definition of
|
|
|
8.1.1
|
|
|
AIA Document A201
1997. Copyright
© 1911, 1915, 1915, 1925, 1961,
1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This AIA
TM
Document is protected by U.S. Copyright Law and international Treaties
. Unauthorized reproduction
or distribution of this AIA® Document or any portion of it may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at [ILLEGIBLE]
User Notes:
3
|
CONTRACTOR
3
|
Contractor, Definition of
|
3.1, 6.1.2
|
Contractors Construction Schedules
|
1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3
|
Contractors Employees
|
3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3,
|
11.1.1, 11.4.7, 14.1, 14.2.1.1,
|
Contractors
Liability Insurance
11.1
|
Contractors Relationship with Separate Contractors
and Owners Forces
|
3.12.5,
3.14.2, 4.2.4 ,6, 11.4.7, 12.1.2, 12.2.4
|
Contractors Relationship with Subcontractors
|
1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2,
11.4.1.2, 11.4.7, 11.4.8
|
Contractors Relationship with the Architect
|
1.1.2,
1.6, 3. 1.3.3.2. 1,3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1,
3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2,
4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4,
9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12,
|
13.4.2, 13.5
|
Contractors Representations
|
1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2
|
Contractors Responsibility for Those Performing the Work
|
3,3.2,
3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1,
10
|
Contractors Review of Contract Documents
|
1.5.2, 3.2, 3.7.3
|
Contractors Right to Stop the Work
|
9.7
|
Contractors Right to Terminate the Contract
|
4.3.10, 14.1
|
Contractors Submittals
|
3.10, 3.11, 3.12, 4.2.7, 5.2,1, 5.2.3, 7.3.6, 9.2, 9.3,
9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.5.2
|
Contractors Superintendent
|
3.9, 10.2.6
|
Contractors Supervision and Construction
Procedures
|
1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3,
6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14
|
Contractual Liability Insurance
|
11.1.1.8,
11.2, 11.3
|
Coordination and Correlation
|
1.2, 1.5.2, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1
|
Copies Furnished of Drawings and Specifications
|
1.6,
2.2.5, 3.11
|
Copyrights
|
1.6, 3.17
|
Correction of Work
|
2.3,
2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2, 13.7.1.3
|
Correlation and Intent of the Contract Documents
|
1.2
|
Cost, Definition of
|
7.3.6
|
Costs
|
2.4, 3.2.3, 3.7.4, 3.8.2, 3.15.2, 4.3, 5.4.2, 6.1.1, 6.2.3,
7.3.3.3, 7.3.6, 7.3.7, 7.3.8, 9.10.2, 10.3.2, 10.5, 11.3,
|
11.4, 12.1, 12.2.1, 12.2.4, 13.5, 14
|
Cutting and Patching
|
6.2.5,
3.14
|
Damage to Construction of Owner or Separate
|
Contractors
|
3.14.2,
6.2.4, 9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1,
|
11.4, 12.2.4
|
Damage to the Work
|
3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.2.4
|
Damages, Claims for
|
3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3,
11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4
|
Damages for Delay
|
6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2
|
Date of Commencement of the Work, Definition of
|
8.1.2
|
Date of Substantial Completion, Definition of
|
8.1.3
|
Day, Definition of
|
8.1.4
|
Decisions of the Architect
|
4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4.4.5,
4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4,
9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4
|
Decisions to Withhold Certification
|
9.4.1,
9.5
, 9.7, 14.1.1.3
|
Defective or Nonconforming Work, Acceptance,
|
Rejection and Correction of
|
2.3,
2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2,
9.9.3, 9.10.4, 12.2.1, 13.7.1.3
|
Defective Work, Definition of
|
3.5.1
|
Definitions
|
1.1,
2.1.1, 3.1. 3. 5.1, 3.12.1, 3.12.2, 3,12.3, 4.1.1,
4.3.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 7.3.6, 8.1, 9.1, 9.8.1
|
Delays
and Extensions of Time
|
3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1,
7.4.1,
8.3
, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2
|
Disputes
|
4.1.4, 4.3, 4.4, 4.5, 4.6, 6.3, 7.3.8
|
Documents and Samples at the Site
|
3.11
|
Drawings, Definition of
|
1.1.5
|
Drawings and Specifications, Use and Ownership of
|
1.1.1, 1.3, 2.2.5, 3.11, 5.3
|
Effective Date of Insurance
|
8.2.2, 11.1.2
|
Emergencies
|
4.3.5,
10.6
, 14.1.1.2
|
Employees, Contractors
|
AIA Document A201
1997. Copyright
© 1911, 1915, 1915, 1925, 1961,
1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This AIA
TM
Document is protected by U.S. Copyright Law and international Treaties
. Unauthorized reproduction
or distribution of this AIA® Document or any portion of it may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at [ILLEGIBLE]
User Notes:
4
|
3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3,
11.1.1, 11.4.7, 14.1, 14.2.1.1
|
Equipment, Labor, Materials and
|
1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1,
4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3,
9.10.2, 10.2.1, 10.2.4, 14.2.1.2
|
Execution and Progress of the Work
|
1.1.3,
1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3, 3.4, 3.5, 3.7,
3.10, 3.12, 3.14, 4.2.2, 4.2.3, 4.3.3, 6.2.2, 7.1.3, 7.3.4,
|
8.2, 9.5, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3
|
Extensions of Time
|
3.2.3,
4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3, 7.4.1,
9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2
|
Failure of Payment
|
4.3.6,
9.5.1.3,
9.7
, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6
|
Faulty Work
|
(See
Defective or Nonconforming Work)
|
Final Completion and Final Payment
|
4.2.1,
4.2.9, 4.3.2, 9.8.2,
9.10
, 11.1.2, 11.1.3, 11.4.1,
11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3
|
Financial Arrangements, Owners
|
2.2.1, 13.2.2, 14.1.1.5
|
Fire and Extended Coverage Insurance
|
11.4
|
GENERAL PROVISIONS
|
1
|
Governing Law
|
13,1
|
Guarantees
(See
Warranty)
|
Hazardous Materials
|
10.2.4,
10.3
, 10.5
|
Identification of Contract Documents
|
1.5.1
|
Identification of Subcontractors and Suppliers
|
5.2.1
|
Indemnification
|
3.17,
3.18
, 9.10.2, 10.3.3, 10.5, 11.4.1.2, 11.4.7
|
Information and Services Required of the Owner
|
2.1.2,
2.2
, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3,
6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3,
11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4
|
Injury or Damage to Person or Property
|
4.3.8, 10.2, 10.6
|
Inspections
|
3.1.3,
3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.2,
9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5
|
Instructions to Bidders
|
1.1.1
|
Instructions to the Contractor
|
3.2.3, 3.3.1, 3.8.1, 4.2.8, 5.2.1, 7, 12, 8.2.2, 13.5.2
|
Insurance
|
3.18.1,
6.1.1, 7.3.6, 8.2.1, 9.3.2, 9.8.4, 9.9.1, 9.10.2,
9.10.5, 11
|
Insurance, Boiler and Machinery
|
11.4.2
|
Insurance, Contractors Liability
|
11.1
|
Insurance, Effective Date of
|
8.2.2,
11.1.2
|
Insurance, Loss of Use
|
11.4.3
|
Insurance, Owners Liability
|
11.2
|
Insurance, Project Management Protective Liability
|
11.3
|
Insurance, Property
|
10.2.5,
11.4
|
Insurance, Stored Materials
|
9.3.2, 11.4.1.4
|
INSURANCE
AND BONDS
11
|
Insurance Companies, Consent to Partial Occupancy
|
9.9.1, 11.4.1.5
|
Insurance Companies, Settlement with
|
11.4.10
|
Intent of the Contract Documents
|
1.2.1,
4.2.7, 4.2.12, 4.2.13, 7.4
|
Interest
|
13.6
|
Interpretation
|
1.2.3,
1.4
, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4
|
Interpretations, Written
|
4.2.11, 4.2.12, 4.3.6
|
Joinder and Consolidation of Claims Required
|
4.6.4
|
Judgment on Final Award
|
4.6.6
|
Labor and Materials, Equipment
|
1.1.3,
1.1.6,
3.4
, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1,
42.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2,
10.2.1, 10.2.4, 14.2.1.2
|
Labor Disputes
|
8.3.1
|
Laws and Regulations
|
1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6,
9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1,
13.5.2, 13.6, 14
|
Liens
|
2.1.2,
4.4.8, 8.2.2, 9.3.3, 9.10
|
Limitation on Consolidation or Joinder
|
4.6.4
|
Limitations, Statutes of
|
4.6.3, 12.2.6, 13.7
|
Limitations of Liability
|
2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.10, 3.17, 3.18,
4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 9.10.4,
10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2
|
Limitations of Time
|
2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10,
3.11, 3.12.5, 3.15.1, 4.2.7, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3,
5.4, 6.2,4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3,
11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14
|
AIA Document A201 1997. Copyright
©
1911, 1915, 1918, 1925, 1937, 1951, 1958, 1981, 1963, 1968, 1970,
1976, 1987 and 1997 by The American Institute of Architects.
All
rights reserved. WARNING: This AIA
Document is protected by U.S. Copyright Law and international Treaties.
Unauthorized reproduction
or distribution of this AIA* Document or any portion of it may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:25:47 on 08/18/2005 under Order
[ILLEGIBLE]
User Notes:
5
|
Loss of Use Insurance
|
11.4.3
|
Material Suppliers
|
1.6, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5
|
Materials, Hazardous
|
10.2.4, 10.3, 10.5
|
Materials, Labor, Equipment and
|
1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12, 3.13,
3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3,
9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2
|
Means, Methods, Techniques, Sequences and Procedures of Construction
|
3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2
|
Mechanics Lien
|
4.4.8
|
Mediation
|
4.4.1, 4.4.5, 4.4.6, 4.4.8,
4.5,
4.6.1, 4.6.2, 8.3.1, 10.5
|
Minor Changes in the Work
|
1.1.1,
3.12.8, 4.2.8, 4.3.6, 7.1,
7.4
|
MISCELLANEOUS PROVISIONS
|
13
|
Modifications, Definition of
|
1.1.1
|
Modifications to the Contract
|
1.1.1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1,
9.7, 10.3.2, 11.4.1
|
Mutual Responsibility
|
6.2
|
Nonconforming Work, Acceptance of
|
9.6.6,
9.9.3,
12.3
|
Nonconforming Work, Rejection and Correction of
|
2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2.1, 13.7.1.3
|
Notice
|
2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10,
10.2.2, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 13.5.1, 13.5.2, 14.1, 14.2
|
Notice, Written
|
2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3,
11.1.3, 11.4.6,
12.2.2, 12.2.4,
13.3,
14
|
Notice of Testing and Inspections
|
13.5.1, 13.5.2
|
Notice to Proceed
|
8.2.2
|
Notices, Permits, Fees and
|
2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2
|
Observations, Contractors
|
1.5.2, 3.2, 3.7.3, 4.3.4
|
Occupancy
|
2.2.2, 9.6.6, 9.8, 11.4.1.5
|
Orders, Written
|
1.1.1,
2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1
|
OWNER
|
2
|
Owner, Definition of
|
2.1
|
Owner, Information and Services Required of the
|
2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3,
6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3,
11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4
|
Owners Authority
|
1.6,
2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10, 3.14.2, 4.1.2,
4.1.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2.1, 5.2.4, 5.4.1,
6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1,
9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3, 11.4.10,
12.2.2, 12.3.1, 13.2.2, 14.3, 14.4
|
Owners Financial Capability
|
2.2.1, 13.2.2, 14.1.1.5
|
Owners Liability Insurance
|
11.2
|
Owners Loss of Use Insurance
|
11.4.3
|
Owners Relationship with Subcontractors
|
1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2
|
Owners Right to Carry Out the Work
|
2.4, 12.2.4, 14.2.2.2
|
Owners Right to Clean Up
|
6.3
|
Owners Right to Perform Construction and to
Award Separate Contracts
|
6.1
|
Owners Right to Stop the Work
|
2.3
|
Owners Right to Suspend the Work
|
14.3
|
Owners Right to Terminate the Contract
|
14.2
|
Ownership and Use of Drawings, Specifications and Other Instruments of Service
|
1.1.1,
1.6,
2.2.5, 3.2.1, 3.11.1, 3.17.1, 4.2.12, 5.3
|
Partial Occupancy or Use
|
9.6.6,
9.9,
11.4.1.5
|
Patching, Cutting and
|
3.14, 6.2.5
|
Patents
|
3.17
|
Payment, Applications for
|
4.2.5,
7.3.8, 9.2,
9.3,
9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5,
9.10.1, 9.10.3, 9.10.5, 11.1.3, 14.2.4, 14.4.3
|
Payment, Certificates for
|
4.2.5,
4.2.9, 9.3.3,
9.4,
9.5, 9.6.1, 9 6.6, 9.7.1, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4
|
Payment, Failure of
|
4.3.6,
9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6
|
Payment, Final
|
4.2.1,
4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3
|
Payment Bond, Performance Bond and
|
7.3.6.4,
9.6.7, 9.10.3, 11.4.9,
11.5
|
Payments, Progress
|
4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3
|
PAYMENTS AND COMPLETION
|
AIA Document A201
1997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951,
1958, 1961, 1963,
1966, 1970, 1976, 1987 and 1997 by The American Institute of
Architects.
All rights reserved. WARNING: This AIA*
Document is protected by U.S. Copyright Law and International Treaties.
[ILLEGIBLE]
or distribution of this AIA* Document or any portion of it, may result in severe civil and criminal
penalties, and will be [ILLEGIBLE] to the maximum extent possible under the law. This document was
produced by AIA software at 11:25:47 on 08/18/2005 under Order
[ILLEGIBLE].
[ILLEGIBLE]
6
|
9
|
Payments to Subcontractors
|
5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 11.4.8, 14.2.1.2
|
PCB
|
10.3.1
|
Performance Bond and Payment Bond
|
7.3.6.4, 9.6.7, 9.10.3, 11.4.9,
11.5
|
Permits, Fees and Notices
|
2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2
|
PERSONS AND PROPERTY, PROTECTION OF
|
10
|
Polychlorinated Biphenyl
|
10.3.1
|
Product Data, Definition of
|
3.12.2
|
Product Data and Samples, Shop Drawings
|
3.11,
3.12
, 4.2.7
|
Progress and Completion
|
4.2.2,
4.3.3,
8.2
, 9.8, 9.9.1, 14.1.4
|
Progress Payments
|
4.3.3, 9.3,
9.6
, 9.8.5, 9.10.3, 13.6, 14.2.3
|
Project, Definition of the
|
1.1.4
|
Project Management Protective Liability Insurance
|
11.3
|
Project Manual, Definition of the
|
1.1.7
|
Project Manuals
|
2.2.5
|
Project Representatives
|
4.2.10
|
Property Insurance
|
10.2.5,
11.4
|
PROTECTION OF PERSONS AND PROPERTY
|
10
|
Regulations and Laws
|
1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4,6,
9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1,
13.5.2, 13.6, 14
|
Rejection of Work
|
3.5.1,
4.2.6, 12.2.1
|
Releases and Waivers of Liens
|
9.10.2
|
Representations
|
1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1
|
Representatives
|
2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.10, 5.1.1, 5.1.2,
13.2.1
|
Resolution of Claims and Disputes
|
4.4, 4.5, 4.6
|
Responsibility for Those Performing the Work
|
3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1,
10
|
Retainage
|
9.3.1,
9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3
|
Review of Contract Documents and Field Conditions by Contractor
|
1.5.2,
3.2
, 3.7.3, 3.12.7, 6.1.3
|
Review of Contractors Submittals by Owner and
Architect
|
3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2
|
Review of Shop Drawings, Product Data and Samples by Contractor
|
3.12
|
Rights and Remedies
|
1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5, 4.6, 5.3,
5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3,
12.2.2, 12.2.4,
13.4,
14
|
Royalties, Patents and Copyrights
|
3.17
|
Rules and Notices for Arbitration
|
4.6.2
|
Safety of Persons and Property
|
10.2, 10.6
|
Safety Precautions and Programs
|
3.3.1,
4.2.2, 4.2.7, 5.3.1,
10.1
, 10.2, 10.6
|
Samples, Definition of
|
3.12.3
|
Samples, Shop Drawings, Product Data and
|
3.11,
3.12
, 4.2.7
|
Samples at the Site, Documents and
|
3.11
|
Schedule of Values
|
9.2, 9.3.1
|
Schedules,
|
1.4.1.2,
3.10, 3. Construction 12.1, 3.12.2, 4.3.7.2,
6.1.3
|
Separate Contracts and Contractors
|
1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 4.6.4, 6, 8.3.1,
11.4.7, 12.1.2, 12.2.5
|
Shop Drawings, Definition of
|
3.12.1
|
Shop Drawings, Product Data and Samples
|
3.11,
3.12
, 4.2.7
|
Site, Use of
|
3.13,
6.1.1, 6.2.1
|
Site Inspections
|
1.2.2, 3.2.1, 3.3.3, 3.7.1, 4.2, 4.3.4, 9.4.2, 9.10.1, 13.5
|
Site Visits, Architects
|
4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5
|
Special Inspections and Testing
|
4.2.6, 12.2.1, 13.5
|
Specifications, Definition of the
|
1.1.6
|
Specifications, The
|
1.1.1,
1.1.6,
1.1.7, 1.2.2, 1.6, 3.11, 3.12.10, 3.17
|
Statute of Limitations
|
4.6.3, 12.2,6, 13.7
|
AIA Document A201
1997. Copyright
© 1911,
1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976,
1987 and 1997 by The American Institute of Architects.
All rights
reserved. WARNING: This AIA
Document is protected by U.S. Copyright Law and International
Treaties.
Unauthorized reproduction
or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software [ILLEGIBLE]
User Notes
7
|
Stopping the Work
|
2.3, 4.3.6, 9.7, 10.3, 14.1
|
Stored Materials
|
6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4
|
Subcontractor, Definition of
|
5.1.1
|
SUBCONTRACTORS
|
5
|
Subcontractors, Work by
|
1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7
|
Subcontractual Relations
|
5.3, 5.4, 9.3.1.2, 9.6, 9.10 10.2.1, 11.4.7, 11.4.8, 14.1, 14.2.1, 14.3.2
|
Submittals
|
1.6, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3
|
Subrogation, Waivers of
|
6.1.1,
11.4.5,
11.4.7
|
Substantial Completion
|
4.2.9,
8.1.1, 8.1.3, 8.2.3, 9.4.2,
9.8
, 9.9.1, 9.10.3,
9.10.4.2, 12.2, 13.7
|
Substantial Completion, Definition of
|
9.8.1
|
Substitution of Subcontractors
|
5.2.3, 5.2.4
|
Substitution of Architect
|
4.1.3
|
Substitutions of Materials
|
3.4.2, 3.5.1, 7.3.7
|
Sub-subcontractor, Definition of
|
5.1.2
|
Subsurface Conditions
|
4.3.4
|
Successors and Assigns
|
13.2
|
Superintendent
|
3.9, 10.2.6
|
Supervision and Construction Procedures
|
1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4, 7.1.3, 7.3.6, 8.2, 8.3.1, 9.4.2, 10, 12, 14
|
Surety
|
4.4.7, 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2
|
Surety, Consent of
|
9.10.2, 9.10.3
|
Surveys
|
2.2.3
|
Suspension by the Owner for Convenience
|
14.4
|
Suspension of the Work
|
5.4.2, 14.3
|
Suspension or Termination of the Contract
|
4.3.6,
5.4.1.1, 11.4.9, 14
|
Taxes
|
3.6, 3.8.2.1, 7.3.6.4
|
Termination by the Contractor
|
43.10, 14.1
|
Termination by the Owner for Cause
|
4.3.10,
5.4.1.1,
14.2
|
Termination of the Architect
|
4.1.3
|
Termination of the Contractor
|
14.2.2
|
TERMINATION OR SUSPENSION OF THE CONTRACT
|
14
|
Tests and Inspections
|
3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3,2, 11.4.1.1, 12.2.1, 13.5
|
TIME
|
8
|
Time, Delays and Extensions of
|
3.2.3,
4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1, 7.4,1, 8.3, 9.5.1, 9.7.1, 10,3.2, 10.6.1, 14.3.2
|
Time Limits
|
2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2,
4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10,
11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5,
13.7, 14
|
Time Limits on Claims
|
4.3.2, 4.3.4, 4.3.8, 4.4, 4.5, 4.6
|
Title to Work
|
9.3.2, 9.3.3
|
UNCOVERING AND CORRECTION OF WORK
|
12
|
Uncovering of Work
|
12.1
|
Unforeseen Conditions
|
4.3.4,
8.3.1, 10.3
|
Unit Prices
|
4.3.9, 7.3.3.2
|
Use of Documents
|
1.1.1, 1.6, 2.2.5, 3.12.6, 5.3
|
Use of Site
|
3.13, 6.1.1, 6.2.1
|
Values, Schedule of
|
9.2, 9.3.1
|
Waiver of Claims by the Architect
|
13.4.2
|
Waiver of Claims by the Contractor
|
4.3.10, 9.10.5, 11.4.7, 13.4.2
|
Waiver of Claims by the Owner
|
4.3.10, 9.9.3, 9.10.3, 9.10.4, 11.4.3, 11.4.5, 11.4.7, 12.2.2.1, 13.4.2, 14.2.4
|
Waiver of Consequential Damages
|
4.3.10, 14.2.4
|
Waiver of Liens
|
9.10.2, 9.10.4
|
Waivers of Subrogation
|
6.1.1,
11.45,
11.4.7
|
Warranty
|
AIA Document A201 1997. Copyright
© 1911, 1915,
1918, 1925, 1937, 1951, 1958, 1961, 1963,
1966, 1970, 1976, 1987 and 1997 by The American Institute of
Architects.
All rights
reserved. WARNING: This A1A*
Document is protected by U.S. Copyright Law and International
Treaties.
Unauthorized reproduction
or distribution of this AIA* Document or any portion of it, may result in severe civil and criminal
penalties, and will be prosecuted to the maximum extent possible under the law. This document was
produced by AIA software at 11:25:47 on 08/18/2005 under Order
No. [ILLEGIBLE]
User Notes:
8
|
3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7.1.3
|
Weather Delays
|
4.3.7.2
|
Work, Definition of
|
1.1.3
|
Written Consent
|
1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2
|
Written Interpretations
|
4.2.11, 4.2.12, 4.3.6
|
Written Notice
|
2.3, 2,4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5,
5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6,
12.2.2, 12.2.4, 13.3, 14
|
Written Orders
|
1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2,
13.5.2, 14.3.1
|
ARTICLE 1 GENERAL PROVISIONS
§ 1.1 BASIC DEFINITIONS
§ 1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of those documents stated in Article 15 of the Agreement
between Owner and
Contractor (AIA Document A111) between the parties, as modified, and all Modifications thereto,
the
Agreement
between-Owner and Contractor (hereinafter the Agreement), Conditions of the Contest (General,
Supplementar
y
and Other Conditions), Drawings, Specifications, Addenda issued prior to execution of
the Contract, other documents listed in the Agreement and Modifications issued after execution of
the Contract
A Modification is (1) a written amendment to the Contract signed by both parties, (2)
a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in
the Work issued by the Architect pursuant to Section 7.4. Unless specifically enumerated in the
Agreement, the Contract Documents do not include other documents such as bidding requirements
(advertisement or invitation to bid, Instructions to Bidders, sample forms, the Contractors bid or
portions of Addenda relating to bidding requirements).
§ 1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construction. The Contract represents the
entire and integrated agreement between the parties hereto and supersedes prior negotiations,
representations or agreements, either written or oral. The Contract
may be amended or modified
only by a Modification. The Contract Documents shall not be construed to create a contractual
relationship of any kind (1) between the Architect and Contractor, (2) between the Owner and a
Subcontractor (except as provided in Section 5,4 hereof) or Sub-subcontractor, (3) between the
Owner and Architect or (4) between any persons or entities other than the Owner and Contractor.
The Architect shall, however, be entilled to performance and enforcement of obligations under the
Contract intended to facilitate performance of the Architects duties.
§ 1.1.3 THE WORK
The term Work means the construction and services required by the Contract Documents,
whether completed or partially completed, and includes all other labor, materials, equipment and
services provided or to be provided by the Contractor to fulfill the Contractors obligations. The
Work may constitute the whole or a part of the Project.
§ 1.1.4 THE PROJECT
The Project is the total construction of which the Work performed under the Contract
Documents may be the whole
or a part and which may include construction by the Owner or by separate contractors.
§ 1.1.5 THE DRAWINGS
The Drawings are the graphic and pictorial portions of the Contract Documents showing the
design, location and
dimensions of the Work, generally including plans, elevations, sections, details, schedules and
diagrams.
§ 1.1.6 THE SPECIFICATIONS
The Specifications are that portion of the Contract Documents consisting of the written
requirements for materials,
equipment, systems, standards and workmanship for the Work, and performance of related services.
§1.1.7
THE PROJECT MANUAL
The Project Manual is a volume assembled for the Work which is issued by Architect and may
include the bidding requirements, sample forms, Conditions of the Contract and Specifications.
AIA Document A201 1997. Copyright
© 1911, 1915,
1918, 1928, 1937, 1957, 1958, 1961, 1963,
1966, 1970, 1976, 1987 and 1997 by The American Institute of
Architects.
All rights reserved. WARNING: This AIA,
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized reproduction
or distribution of this AIA* Document or any portion of it, may result in severe civil and criminal
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produced by AIA software at 11:25:47 on [ILLEGIBLE]
User Notes:
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1.1.8
Addendum: A change to the Contract Documents issued by Architect with Owners
approval prior to the execution of the Agreement and specifically
listed in the Agreement.
1.1.9
Alternate: A variation in Contract requirements on which a separate price is to be
received by the Owner as a part of the submission of the Estimated Contract Sum. If the
Alternate is accepted in writing by Owner, the variation is then a part of the Contract and the
amount of money quoted to be added or deducted from the Estimated Contract Sum is taken into
account in determining the Estimated Contract Sum.
1.1.10
Final Completion: The date the Contract has been fully performed, all the Work has been
completed and a final Certificate of Payment approved by the Owner has been issued by the
Architect.
1.1.11
Not-in-Contract-N.I.C.: Work not included in the Contract.
1.1.12
Or Approved Equal and Equal to: Shall mean products by manufacturers other than those
specified in the Contract Documents which the Contractor may submit for substitution and prove
to be equal to those specified in the Contract Documents which may be incorporated in the Work
after review and acceptance by the Architect and acceptance by the Owner.
1.1.13
Indicated and Shown: Shall mean as detailed, scheduled, or called for in the Contract
Documents.
§ 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS
§ 1.2.1
The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work by the Contractor. The Work shall consist of all items
specifically included in the Contract Documents as well as all additional items of work which
are reasonably inferable from that which is specified in order to complete the Work in
accordance with the Contract Documents. The Contract Documents are complementary, and what is
required by one shall be as binding as if required by all; performance by the Contractor shall
be required only to the extent consistent with the Contract Documents and reasonably inferable
from them as being necessary to produce the indicated results. Should any conflicts between
the requirements of the Drawings and the Specifications, or any differences within the
Drawings themselves or within the Specifications themselves, be discovered or develop, the
Architect shall decide which of the conflicting requirements will govern and the Contractor
shall perform the Work in accordance with the Architects decision. Conflicts or differences
which, based upon the Architects determination, result in an increase or decrease in cost
shall be considered a change in the Work and shall be governed by Article 7.
§ 1.2.2
Organization of the Specifications into divisions, sections and articles, and
arrangement of Drawings shall not
control the Contractor in dividing the Work among Subcontractors or in establishing the extent
of Work to be
performed by any trade.
§ 1.2.3
Unless otherwise stated in the Contract Documents, words and abbreviations which have
well-known
technical or construction industry meanings are used in the Contract Documents in accordance
with such recognized
meanings.
1.2.4
When more than one material, brand, or process is specified for a particular item of Work,
the choice shall be
the Contractors. Contractor may, after notifying the Architect and Owner, select the one it
considers to be the best.
Approval by Architect or Owner of materials, suppliers, processes, or Subcontractors does not
imply a waiver of any
Contract requirements including, without limitation, Contractors warranty.
1.2.5
All Work shall conform to the Contract Documents. No change therefrom shall be made
without review and
written acceptance by Architect and Owner.
§ 1.3 CAPITALIZATION
§ 1.3.1
Terms capitalized in these General Conditions include those which are (1) specifically
defined, (2) the titles
of numbered articles or (3) the titles of other documents published by the American Institute of
Architects.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved. WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
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§ 1.4 INTERPRETATION
§ 1.4.1
In the interest of brevity the Contract Documents frequently omit modifying words such
as all and any
and articles such as the and an, but the fact that a modifier or an article is absent from
one statement and appears
in another is not intended to affect the interpretation of either statement.
§ 1.5 EXECUTION OF CONTRACT DOCUMENTS
§ 1.5.1
The Contract Documents shall be signed by the Owner and Contractor. If either the Owner or
Contractor or
both do not sign all the Contract Documents, the Architect shall identify such unsigned Documents
upon request
.
§ 1.5.2
Execution of the Contract by the Contractor is a representation that the Contractor has
visited the site,
become generally familiar with local conditions under which the Work is to be performed and
correlated personal
observations with requirements of the Contract Documents.
Execution of the Contract by the
Contractor is a
representation that said Contract Documents are sufficient to have enabled the Contractor to
determine the Estimated
Contract Sum therein, to enter into the Contract and construct the Work outlined therein, and
otherwise to fulfill its
obligations hereunder, including, but not limited to, Contractors obligations to construct the
Work on or before the
date(s) of Substantial Completion established in the Agreement. The Contractor further
acknowledges and declares
that it has visited and examined the site. In connection therewith, Contractor specifically
represents and warrants to
Owner that it has, by careful examination, satisfied itself as to: (1) the nature, location,
and character of the project
and the site, (2) the nature, location, and character of the general area in which the Project
is located, including
without limitation, its climatic conditions, available labor supply and labor costs, and
available equipment supply
and equipment costs; and (3) the quality and quantity of all materials, supplies, tools,
equipment, labor, and
professional services necessary to complete the Work in the manner and within the costs and
time frame required by
the Contract Documents.
In connection with the foregoing, and having carefully examined all Contract Documents, as
aforesaid, and having
visited the site, the Contractor acknowledges and declares that it has no knowledge of any
discrepancies, omissions,
ambiguities, or conflicts in said Contract Documents and that if it becomes aware of any such
discrepancies,
omissions, ambiguities, or conflicts, it will promptly notify Owner and Architect of such fact.
Further, Contractor recognizes the extra degree of care required under the urban site
construction circumstances with
respect to safety, protection of pedestrians, cleanliness of the site, health and other laws,
and protections of existing
utilities, adjacent streets, and property. In arriving at the Estimated Contract Sum and the
Contract Time, Contractor
has, as an experienced and prudent contractor, exercised its best judgment upon the Estimated
Contract Sum and the
Contract Time.
§ 1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE
§ 1.6.1
The Drawings, Specifications and other similar or related documents, including those in
electronic form, and
copies thereof, are furnished to the Contractor for the purpose of performing the Work and are,
and shall remain, the
property of the Owner.
prepared by the Architect and the Architects consultants are
Instruments of Service through
which the Work to be executed by the Contractor is described.
The Contractor may retain one
record set. Neither the
Contractor nor any Subcontractor, Sub-subcontractor or material or equipment supplier shall own
or claim a
copyright in the Drawings, Specifications and other similar or related documents, and Owner
will retain all common
law, statutory, and other reserved rights, in addition to the copyright (including without
limitation, the right to create
derivative works therefrom). All copies of such documents shall be returned to the Owner upon
Completion of the
Work, except that the Contractor may retain one record set.
documents prepared by the Architect
or the Architects
consultants, and unless otherwise indicated the Architect and the Architects consultants shall
be deemed the authors
of them and will retain all common law, statutory and other reserved rights, in addition to the
copyrights. All copies
of Instruments of Service, except the Contractors record set, shall be returned or suitably
accounted for to the
Architect, on request, upon completion of the Work.
The Drawings, Specifications and other
similar or related
documents prepared by the Architect and the Architects consultants, and copies thereof
furnished to the Contractor,
are for use solely with respect to this Project. They are not to be used by the Contractor or
any Subcontractor, Sub-subcontractor or material or equipment supplier on other projects or for additions to this
Project outside the scope of
the Work without the specific written consent of the Owner,
Architect and the Architects
consultants.
The
Contractor, Subcontractors, Sub-subcontractors and material or equipment suppliers are
authorized to use and
reproduce applicable portions of the Drawings, Specifications and other documents
prepared by
the Architect and
the Architects consultants
appropriate to and for use in the execution of their Work under the
Contract Documents.
All copies made under this authorization shall bear the statutory copyright notice, if any,
shown on the Drawings.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved. WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
which expires on 5/4/2006, and is not for resale.
User Notes:
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Specifications and other documents
prepared by the Architect and the Architects consultants.
Submittal or
distribution to meet official regulatory requirements or for other purposes in connection with
this Project is not to be
construed as publication in derogation of any
the Architects or Architects consultants
copyrights or other reserved
rights.
ARTICLE 2 OWNER
§ 2.1 GENERAL
§ 2.1.1
The Owner is the person or entity identified as such in the Agreement and is referred to
throughout the
Contract Documents as if singular in number. The Owner shall designate in writing a
representative who shall have
express authority to bind the Owner with respect to all matters requiring the Owners approval
or authorization.
Owner may change its designated representative from time to time upon written notice to the
Contractor and the
Architect. Except as otherwise provided in Section 4.2.1, the Architect does not have such
authority. The term
Owner means the Owner or the Owners authorized
representative.
§ 2.1.2
The Owner shall furnish to the Contractor within fifteen days after receipt of a written
request, information
necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanics lien
rights. Such
information shall include a correct statement of the record legal title to the property on which
the Project is located,
usually referred to as the site, and the Owners interest therein.
§ 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER
§
2.2.1
The Owner shall, at the written request of the Contractor, prior to commencement of the
Work and thereafter,
furnish to the Contractor reasonable evidence that financial arrangements have been made to
fulfill the Owners
obligations under the Contract. Furnishing of such evidence shall be a
condition
precedent to commencement or
continuation of the Work. After such evidence has been furnished, the Owner shall not
materially vary such
financial arrangements without prior notice to the Contractor.
§ 2.2.2
Except for permits and fees, including those required under Section 3.7.1, which are
the responsibility of the
Contractor under the Contract Documents, the Owner shall secure and pay for necessary
approvals, easements,
assessments and charges required for construction, use or occupancy of permanent structures or
for permanent
changes in existing facilities. Such approvals and the like shall be provided by Owner within
a time and in a manner
so as to avoid any unreasonable delays in the Work or schedule of Contractor and shall include
only such approvals
for permanent facilities which are necessary to perform the Work as set forth in the Contract
Documents.
§ 2.2.3
The Owner shall furnish surveys describing physical characteristics, legal limitations
and utility locations for
the site of the Project, and a legal description of the site. The Contractor shall be entitled
to rely on the accuracy of
information furnished by the Owner but shall exercise proper precautions relating to the safe
performance of the
Work.
§ 2.2.4
Information or services required of the Owner by the Contract Documents shall be
furnished by the Owner
with reasonable promptness. Any other information or services relevant to the Contractors
performance of the
Work under the Owners control shall be furnished by the Owner after receipt from the
Contractor of a written
request for such information or services. Neither Owner or the Architect shall be required to
furnish Contractor with
any information concerning subsurface characteristics or conditions. The Contractor shall under
take such
investigations and studies as may be necessary or useful to determine in general the subsurface
characteristics and
conditions. Conditions encountered that differ from those identified in such investigations and
studies or
are otherwise unknown or unusual in nature shall be governed by Section 4.3.4. Contractor shall be
responsible for
locating (and shall locate prior to performing any Work) all utility lines, telephone company
lines and cables, sewer
lines, water pipes, gas lines, electrical lines, including, without limitations, all buried
pipelines and buried telephone
cables and shall perform the Work in such a manner so as to avoid damaging any such lines,
cables, pipes and
pipelines. Contractor shall rely on the accuracy of all civil engineering drawings, surveys and
other information
provided by the Owner relative to the existence of underground utility lines as described
above.
§ 2.2.5
Unless otherwise provided in the Contract Documents, the Contractor will be furnished,
free of charge, such
copies of Drawings and Project Manuals as are reasonably necessary for execution of the Work.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved. WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
which expires on 5/4/2006, and is not for resale.
User Notes:
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§ 2.3 OWNERS RIGHT TO STOP THE WORK
§
2.3.1
If the Contractor fails to correct Work which is not in accordance with the requirements
of the Contract
Documents as required by Section 12.2 or persistently fails to carry out Work in accordance
with the Contract
Documents or disregards the instructions of Architect or Owner when based on the requirements
of the Contract
Documents, the Owner may issue a written order to the Contractor to stop the Work, or any
portion thereof, until the
cause for such order has been eliminated; however, the right of the Owner to stop the Work
shall not give rise to a
duty on the part of the Owner to exercise this right for the benefit of the Contractor or any
other person or entity,
except to the extent required by Section 6.1.3.
§ 2.4 OWNERS RIGHT TO CARRY OUT THE WORK
§ 2.4.1
If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and
fails within a seven-day period after receipt of written notice from the Owner to commence and
continue correction
of such default or neglect with diligence and promptness, or fails within such seven-day period
to eliminate (or
diligently commence to eliminate) the cause of any stop work order issued under Section 2.3.1
hereof,
the Owner
may after such seven day period give the Contractor a second written notice to correct such
deficiencies within a
three day period. If the Contractor within such three day period after receipt of such second
notice fails to
commence and continue to correct any deficiencies,
the Owner may, without prejudice to other
remedies the Owner
may have, correct such deficiencies. In such case an appropriate Change Order shall be issued
deducting from
payments then or thereafter due the Contractor the reasonable cost of correcting such
deficiencies, including
Owners expenses and compensation for the Architects additional services made necessary by
such default, neglect
or failure.
Such action by the Owner and amounts charged to the Contractor are both subject to
prior approval of the
Architect. If payments then or thereafter due the Contractor are not sufficient to cover such
amounts, the Contractor
shall pay the difference to the Owner.
ARTICLE 3 CONTRACTOR
§ 3.1 GENERAL
§ 3.1.1
The Contractor is the person or entity identified as such in the Agreement and is referred
to throughout the
Contract Documents as if singular in number. The term Contractor means the Contractor or the
Contractors authorized representative.
§ 3.1.2
The Contractor shall perform the Work in accordance with the Contract Documents.
§ 3.1.3
The Contractor shall not be relieved of obligations to perform the Work in accordance
with the Contract
Documents either by activities or duties of the Architect in the Architects administration of
the Contract, or by tests,
inspections or approvals required or performed by persons other than the Contractor.
§ 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR
§ 3.2.1
Since the Contract Documents are complementary, before starting each portion of the
Work, the Contractor
shall carefully study and compare the various Drawings and other Contract Documents relative to
that portion of the
Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take
field measurements of
any existing conditions related to that portion of the Work and shall observe any conditions at
the site affecting it
and shall carefully compare such field measurements and conditions and other information known
to the Contractor
with the Contract Documents before commencing activities. Although the Contractor is not
responsible for
discovering errors, inconsistencies or omissions in the Contract Documents, errors,
inconsistencies or omissions
discovered shall be reported to the Architect and Owner at once.
These obligations are for the
purpose of facilitating
construction by the Contractor and are not for the purpose of discovering errors, emissions, or
inconsistencies in the
Contract Documents; however, any errors, inconsistencies or omissions discovered by the
Contractor shall be
reported promptly to the Architect as a request for information in such form as the Architect
may require.
3.2.1.1
If any errors, inconsistencies, or omissions in Contract Documents are recognized by
the Contractor, any
member of its organization, or any of its Subcontractors, the Contractor shall be responsible
for notifying the Owner
and Architect in the form of a written request for information of such error, inconsistency, or
omission before
proceeding with the Work. The Architect will take such notice under advisement and within 72
hours render a
decision. The Architects decision shall be subject to Owners approval. If Contractor
knowingly fails to give such
notice and proceeds with such Work, it shall correct any such errors, inconsistencies, or
omissions at no additional
costs to the Owner.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved. WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
which expires on 5/4/2006, and is not for resale.
User Notes:
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§ 3.2.2
Any design errors or omissions noted by the Contractor during this review shall
be reported promptly to the
Architect, but it is recognized that the Contractors review is made in the Contractors
capacity as a contractor and
not as a licensed design professional
except as may be
unless otherwise
specifically
provided in
the Contract
Documents.
Paragraph 14.6 of AIA Document Alll, and the
Contractor is not required to
ascertain that the
Contract Documents are in accordance with applicable laws, statutes, ordinances, building
codes, and rules and
regulations, but any nonconformity discovered by or made known to the Contractor shall be
reported promptly to the
Architect and Owner.
§ 3.2.3
If the Contractor believes that additional cost or time is involved because of
clarifications or instructions
issued by the Architect in response to the Contractors notices or requests for information
pursuant to Sections 3.2.1
and 3.2.2, the Contractor shall make Claims as provided in Sections 4.3.6 and 4.3.7. If the
Contractor fails to
perform the obligations of Sections 3.2.1 and 3.2.2, the Contractor shall pay such costs and
damages to the Owner as
would have been avoided if the Contractor had performed such obligations. The Contractor shall
not be liable to the
Owner or Architect for damages resulting from errors, inconsistencies or omissions in the
Contract Documents or
for differences between field measurements or conditions and the Contract Documents unless the
Contractor
recognized such error, inconsistency, omission or difference and knowingly failed to report it
to the Architect.
3.2.4
Should the Specifications and Drawings fail to particularly describe the material or kind
of goods to be used in
any place, then it shall be the duly of the Contractor to make inquiry of the Owner and
Architect as to what is best-suited.
§ 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES
§ 3.3.1
The Contractor shall supervise and direct the Work, using the Contractors best skill
and attention. The
Contractor shall be solely responsible (subject to the terms and provisions of Article 4
hereof) for and have control
over construction means, methods, techniques, sequences and procedures and for coordinating all
portions of the
Work under the Contract, unless the Contract Documents give other specific instructions
concerning these matters.
If the Contract Documents give specific instructions concerning construction means, methods,
techniques, sequences
or procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated
below, shall be fully and
solely responsible for the jobsite safety of such means, methods, techniques, sequences or
procedures. If the
Contractor determines that such means, methods, techniques, sequences or procedures may not be
safe, the
Contractor shall give timely written notice to the Owner and Architect and shall not proceed
with that portion of the
Work without further written instructions from the Architect. If the Contractor is then
instructed to proceed with the
required means, methods, techniques, sequences or procedures without acceptance of changes
proposed by the
Contractor, the Owner shall be solely responsible for any resulting loss or damage.
§ 3.3.2
The Contractor shall be responsible to the Owner for acts and omissions of the
Contractors employees.
Subcontractors and their agents and employees, and other persons or entities performing
portions of the Work for or
on behalf of the Contractor or any of its Subcontractors. It is understood and agreed that the
relationship of
Contractor to Owner shall be that of an independent contractor. Nothing contained herein or
inferable herefrom
shall be deemed or construed to (1) make Contractor the agent, servant, or employee of the
Owner, or (2) create any
partnership, joint venture, or other association between Owner and Contractor. Any direction or
instruction by
Owner in respect of the Work shall relate to the results the Owner desires to obtain from the
Work, and shall in no
way affect Contractors independent contractor status as described herein.
§ 3.3.3
The Contractor shall be responsible for inspection of portions of Work already
performed to determine that
such portions are in proper condition to receive subsequent Work.
3.3.4
The Contractor has the responsibility to ensure that all material suppliers and
Subcontractors, their agents, and
employees adhere to the Contract Documents, and that they order materials on time, taking into
account the current
market and delivery condition. The Contractor shall be responsible for the space requirements,
locations, and
routing of its equipment. In areas and locations where the proper and most effective space
requirements, locations
and routing cannot be made as indicated, the Contractor shall meet with all others involved, before
installation, to
plan the most effective and efficient method of overall installation.
3.3.5
The Contractor shall establish and maintain bench marks and all other grades, lines, and
levels necessary for
the Work, report errors or inconsistencies to the Owner and Architect before commencing Work, and
review the
placement of the building(s) and permanent facilities on the site with the Owner and Architect
after all lines are
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved. WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
which expires on 5/4/2006, and is not for resale.
User Notes:
14
staked out and before foundation Work is started. Contractor shall provide access to the Work for
the Owner, the
Architect, other persons designated by Owner, and governmental inspectors.
§ 3.4 LABOR AND MATERIALS
§ 3.4.1
Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay
for labor,
materials, equipment, tools, construction equipment and machinery, water, heat, utilities,
transportation, and
other
facilities and services necessary for proper execution and completion of the Work, whether
temporary or permanent
and whether or not incorporated or to be incorporated in the Work.
§ 3.4.2
The Contractor may make substitutions only with the consent of the Owner, after evaluation
by the Architect
and in accordance with a Change Order.
§ 3.4.3
The Contractor shall enforce strict discipline and good order among the Contractors
employees and other
persons carrying out the Contract. The Contractor shall not permit employment of unfit persons or
persons not
skilled in tasks assigned to them. Contractor shall also be responsible for labor peace on the
Project and shall at all
times make its best efforts and judgment as an experienced contractor to adopt and implement
policies and practices
designed to avoid work stoppages, slowdowns, disputes, or strikes where reasonably possible and
practical under the
circumstances and shall at all times maintain Project-wide labor harmony.
3.4.4
Materials shall conform to manufacturers standards in effect at the date of execution of the
Agreement and
shall be installed in strict accordance with manufacturers directions. The Contractor shall, if
required by the Owner
or Architect, furnish satisfactory evidence as to the kind and quality of any materials. All
packaged materials shall
be shipped to the site in the original containers clearly labeled.
3.4.5
When the Contract Documents require the Work, or any part of the same, to be above the
standards required
by applicable laws, ordinances, rules, and regulations, and other statutory provisions pertaining
to the Work, such
Work shall be performed and completed by the Contractor in accordance with the Contract Documents.
3.4.6
When the manufacturers name, patent numbers, underwriters labels, model numbers, or similar
identifying
marks are required, such markings shall be located as inconspicuously
as possible.
§ 3.5 WARRANTY
§ 3.5.1
The Contractor warrants to the Owner and Architect that materials and equipment furnished
under the
Contract will be of good quality and new unless otherwise required or permitted by the Contract
Documents, that the
Work will be free from defects not inherent in the quality required or permitted, and that the
Work will conform to
the requirements of the Contract Documents. Work not conforming to these requirements, including
substitutions
not properly approved and authorized, may be considered defective. The Contractors warranty
excludes remedy for
damage or defect caused by abuse, modifications not executed by the Contractor, improper or
insufficient
maintenance, improper operation, or normal wear and tear and normal usage. If required by the
Owner or Architect,
the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and
equipment.
3.5.2
ALL WARRANTIES SHALL INCLUDE LABOR AND MATERIALS AND SHALL BE SIGNED BY THE
MANUFACTURER OR SUBCONTRACTOR AS THE CASE MAY BE AND COMPILED BY THE
CONTRACTOR. ALL WARRANTIES SHALL BE ADDRESSED TO THE OWNER AND DELIVERED TO
THE ARCHITECT UPON COMPLETION OF THE WORK AND BEFORE OR WITH THE SUBMISSION OF
REQUEST FOR ALL FINAL PAYMENT.
3.5.3
The Contractor shall issue in writing to the Owner as a condition precedent to final payment a General
Warranty reflecting the terms and conditions of this Section 3,5 for all Work under the Contract.
3.5.4
Except when a longer warranty time is specifically called for in the Specification Sections
or is otherwise
provided by law, the General Warranty shall be for twelve (12) months and shall in form and content
otherwise
satisfactory to the Owner.
3.5.5
Warranties shall become effective on a date established by the Owner and Architect in
accordance with the
Contract Documents. This date shall be the Date of Substantial Completion of the entire Work,
unless otherwise
provided in any Certificate of Partial Substantial Completion approved by the parties.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved. WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
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3.5.6
If the Architect considers it impractical, because of unsuitable test conditions or some
other factors, to execute
simultaneous final acceptance of all equipment, portions of the installation may be certified by
the Architect for final
acceptance, subject to Owners approval, when that portion of the system is complete and ready for
operation as
called for under Section 9.8.1.
3.5.7
The Contractor shall warrant for a period of twelve (12) months that the building(s) shall be
watertight and
leak-proof at every point and in every area, except where leaks can be attributed to damage to the
building(s) by
external forces beyond Contractors control. The Contractor shall, immediately upon notification
by the Owner of
water penetration, determine the source of water penetration and, at its own expense or at the
expense of its
Subcontractor(s), do any work necessary to make the building(s) watertight. Contractor shall
also, at its own
expense or at the expense of its Subcontractor(s), repair or replace any other damaged material,
finishes, and
furnishings, damaged as a result of this water penetration, to return the building(s) to its
(their) original condition.
3.5.8
In addition to the foregoing stipulations, the Contractor shall comply with all other
warranties referred to in
any portions of the Contract Documents or otherwise provided by law or in equity, and where
warranties overlap,
the more stringent requirement shall govern.
3.5.9
If for any reason the Contractor cannot warrant any part of the Work using material or
construction methods
which have been specified, or shown, it shall notify the Owner and Architect in writing giving
reasons, together with
the name of product and data on a substitution it can warrant.
§ 3.6 TAXES
§ 3.6.1
The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by
the Contractor
which are legally enacted
when bids are received or negotiations concluded, whether or not yet
effective or merely
scheduled to go into effect.
§ 3.7 PERMITS, FEES AND NOTICES
§ 3.7.1
Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay
for the building
permit and other permits and governmental fees, licenses and inspections and other consents for
general construction
including, without limitation, street opening, sidewalk, and other obstructions, access over
public ways and storage
necessary for proper execution and completion of the Work which are customarily secured after
execution of the
Contract and which are legally required when bids are received or negotiations concluded.
§ 3.7.2
The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful
orders of public authorities applicable to performance of the Work.
§ 3.7.3
Subject to the other terms and conditions of these General Conditions in general and
Sections 1.2.2, 1.2.3,
3.2.1 and 3.2.2 in particular, it
It
is not the Contractors responsibility to ascertain that the
Contract Documents are
in accordance with applicable laws, statutes, ordinances, building codes, and rules and
regulations. However, if the
Contractor observes that portions of the Contract Documents are at variance therewith, the
Contractor shall promptly
notify the Architect and Owner in writing, and necessary changes shall be accomplished by
appropriate
Modification.
§ 3.7.4
If the Contractor performs Work (including, without limitation, the installation of any
materials or
equipment) knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and
regulations without
such notice to the Architect and Owner, the Contractor shall assume appropriate responsibility for
such Work and
shall bear the costs attributable to correction thereof or related thereto (including all fines
and penalties).
§ 3.8 ALLOWANCES
§ 3.8.1
The Contractor shall include in the Contract Sum all allowances stated in the Contract
Documents. Items
covered by allowances shall be supplied for such amounts and by such persons or entities as the
Owner may direct,
but the Contractor shall not be required to employ persons or entities to whom the Contractor has
reasonable
objection.
§ 3.8.2
Unless otherwise provided in the Contract Documents:
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allowances shall cover the cost to the Contractor of materials and equipment
delivered at the site and all required taxes, less applicable trade
discounts;
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.2
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Contractors costs for unloading and handling at the site, labor, installation
costs, overhead, profit and other expenses contemplated for stated allowance amounts shall
be included in the Contract Sum but not in the allowances;
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.3
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whenever costs are more than or less than allowances, the Contract Sum shall be
adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the
difference between actual costs and the allowances under Section 3,8.2.1 and (2) changes in
Contractors costs under Section 3.8.2.2.
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§ 3.8.3
Materials and equipment under an allowance shall be selected by the Owner in sufficient
time to avoid delay
in the Work.
§ 3.9 SUPERINTENDENT
§ 3.9.1
The Contractor shall employ a competent superintendent and necessary assistants who shall
be in attendance
at the Project site during performance of the Work. The superintendent shall represent the
Contractor, and
communications given to the superintendent shall be as binding as if given to the Contractor.
Important
communications shall be confirmed in writing. Other communications shall be similarly confirmed on
written
request in each case.
3.9.2
Owner shall have the right, upon notice, to demand the superintendent or other key personnel
retained by
Contractor be replaced by Contractor. In the event of such demand, Contractor shall, within seven
(7) days after
notification thereof, replace said individual(s) with an individual satisfactory to Owner, in
Owners sole discretion.
§ 3.10 CONTRACTORS CONSTRUCTION SCHEDULES
§ 3.10.1
The Contractor, promptly after being awarded the Contract, shall prepare and submit for
the Owners and
Architects review and approval
information
a Contractors construction schedule for the Work. The
schedule shall
not exceed time limits current under the Contract Documents, shall be revised as required herein
and at appropriate
intervals as required by the conditions of the Work and Project, shall be related to the entire
Project to the extent
required by the Contract Documents, and shall provide for expeditious and practicable execution of
the Work. The
schedule shall indicate the proposed starting and completion dates for the various subdivisions of
the Work as well
as the totality of the Work. The schedule shall in any case be updated every thirty (30) days and
submitted to
Architect with Contractors Application for Payment. Each schedule shall contain a comparison of
actual progress
with the estimated progress for such point in time stated in the original schedule. If any
schedule submitted sets
forth a date for Substantial Completion for the Work or any phase of the Work beyond the Date(s)
of Substantial
Completion established in the Contract (as the same may be extended as provided in the Contract
Document(s)),
then Contractor shall submit to Architect and Owner for their review and approval a narrative
description of the
means and methods which Contractor intends to employ to expedite the progress of the Work to
ensure timely
completion of the various phases of the Work as well as the totality of the Work. To ensure such
timely completion,
Contractor shall take all necessary action including, without limitation, increasing the number of
personnel and labor
on the Project and implementing overtime and double shifts. In that event, Contractor shall be
entitled to an
adjustment in the Estimated Contract Sum and the Schedule.
§ 3.10.2
The Contractor shall prepare and keep current, for the Architects approval, a schedule
of submittals which
is coordinated with the Contractors construction schedule and allows the Architect reasonable
time to review
submittals.
§ 3.10.3
The Contractor shall perform the Work in general accordance with the most recent
schedules submitted to
the Owner and Architect.
§ 3.11 DOCUMENTS AND SAMPLES AT THE SITE
§ 3.11.1
The Contractor shall maintain at the site for the Owner one record copy of the Drawings,
Specifications,
Addenda, Change Orders and other Modifications, in good order and marked currently to record field
changes and
selections (all changes and selections to be approved by the Owner and the Architect in advance)
made during
construction, and one record copy of approved Shop Drawings, Product Data, Samples and similar
required
submittals. These shall be available to the Architect and shall be delivered to the Architect for
submittal to the
Owner upon completion of the Work.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
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13.11.2
At the Date of Substantial Completion and as a condition precedent to final payment, the
Contractor shall
furnish the following documents to the Architect for submittal to the Owner: Record Drawings
showing the field
changes and selections affecting the general construction, mechanical, electrical, plumbing, and
all other work, and
reasonably indicating the Work as actually installed. These shall consist of carefully drawn
markings on a set of
reproducible prints of the Architects Drawings obtained and paid for by the Contractor. The
Contractor shall
maintain at the job site one (1) set of Architects Drawings and indicate thereon each field change
as it occurs.
§ 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
§ 3.12.1
Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the
Work by the
Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or distributor to
illustrate some portion of
the Work.
§ 3.12.2
Product Data are illustrations, standard schedules, performance charts, instructions,
brochures, diagrams and
other information furnished by the Contractor to illustrate materials or equipment for some
portion of the Work.
§ 3.12.3
Samples are physical examples which illustrate materials, equipment or workmanship and
establish
standards by which the Work will be judged.
§ 3.12.4
Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents.
The purpose of
their submittal is to demonstrate for those portions of the Work for which submittals are required
by the Contract
Documents the way by which the Contractor proposes to conform to the information given and the
design concept
expressed in the Contract Documents, Review by the Architect is subject to the limitations of
Section 4.2.67.
Informational submittals upon which the Architect is not expected to take responsive action may be
so identified in
the Contract Documents. Submittals which are not required by the Contract Documents may be returned
by the
Architect without action.
§ 3.12.5
The Contractor shall review for compliance with the Contract Documents, approve and submit
to the
Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract
Documents with
reasonable promptness and in such sequence as to cause no delay in the Work or in the activities
of the Owner or of
separate contractors. Submittals which are not marked as reviewed for compliance with the Contract
Documents and
approved by the Contractor may be returned by the Architect without action.
§ 3.12.6
By approving and submitting Shop Drawings, Product Data, Samples and similar submittals,
the Contractor
represents that the Contractor has determined and verified materials, field measurements and field
construction
criteria related thereto, or will do so, and has checked and coordinated the information contained
within such
submittals with the requirements of the Work and of the Contract
Documents.
§ 3.12.7
The Contractor shall perform no portion of the Work for which the Contract Documents
require submittal
and review of Shop Drawings, Product Data, Samples or similar submittals until the respective
submittal has been
approved by the Architect.
§ 3.12.8
The Work shall be in accordance with approved submittals except that the Contractor shall
not be relieved of
responsibility for deviations from requirements of the Contract Documents by the Architects
approval of Shop
Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically
informed the Architect
in writing of such deviation at the time of submittal and (1) the Architect has given written
approval to the specific
deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive
has been issued
authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or
omissions in Shop
Drawings, Product Data, Samples or similar submittals by the
Architects approval thereof.
§ 3.12.9
The Contractor shall direct specific attention, in writing or on resubmitted Shop
Drawings, Product Data,
Samples or similar submittals, to revisions other than those requested by the Architect on
previous submittals. In the
absence of such written notice the Architects approval of a resubmission shall not apply to such
revisions.
§ 3.12.10
The Contractor shall not be required to provide professional services which constitute
the practice of
architecture or engineering unless such services are specifically required by the Contract
Documents for a portion of
AIA Document A2011997. Copyright
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1970, 1976, 1987 and 1997 by The American Institute of Architects.
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the Work or unless the Contractor needs to provide such services in order to carry out the
Contractors
responsibilities for construction means, methods, techniques,
sequences and procedures. The
Contractor shall not be
required to provide professional services in violation of applicable law. If professional
design services or
certifications by a design professional related to systems, materials or equipment are
specifically required of the
Contractor by the Contract Documents, the Owner and the Architect will specify all performance
and design criteria
that such services must satisfy. The Contractor shall cause such services or certifications to
be provided by a
properly licensed design professional, whose signature and seal shall appear on all drawings,
calculations,
specifications, certifications. Shop Drawings and other submittals prepared by such
professional. Shop Drawings
and other submittals related to the Work designed or certified by such professional, if
prepared by others, shall bear
such professionals written approval when submitted to the Architect. The Owner and the
Architect shall be entitled
to rely upon the adequacy, accuracy and completeness of the services, certifications or
approvals performed by such
design professionals, provided the Owner and Architect have specified to the Contractor all
performance and design
criteria that such services must satisfy. Pursuant to this Section 3.12.10, the Architect will
review, approve or take
other appropriate action on submittals only for the limited purpose of checking for conformance
with information
given and the design concept expressed in the Contract Documents. The Contractor shall not be
responsible for the
adequacy of the performance or design criteria required by the Contract Documents.
§ 3.13 USE OF SITE
§ 3.13.1
The Contractor shall confine operations at the site to areas permitted by law, ordinances,
permits and the
Contract Documents and shall not unreasonably encumber the site with materials or equipment.
§ 3.14 CUTTING AND PATCHING
§ 3.14.1
The Contractor shall be responsible for cutting, fitting or patching required to
complete the Work or to make
its parts fit together properly. It is the intent of the Contract Documents that all areas
requiring cutting and patching
shall be restored to a completely finished condition acceptable to the Architect and the Owner.
§ 3.14.2
The Contractor shall not damage or endanger a portion of the Work or fully or partially
completed
construction of the Owner or separate contractors by cutting, patching or otherwise altering
such construction, or by
excavation. The Contractor shall not cut or otherwise alter such construction by the Owner or a
separate contractor
except with prior written consent of the Owner and of such separate contractor; such consent
shall not be
unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a
separate contractor the
Contractors consent to cutting or otherwise altering the Work.
§ 3.15 CLEANING UP
§ 3.15.1
The Contractor at all times shall keep the premises and surrounding area free from
accumulation of waste
materials or rubbish caused by operations under the Contract. At completion of the Work, the
Contractor shall
remove from and about the Project waste materials, rubbish, the Contractors tools,
construction equipment,
machinery and surplus materials.
§ 3.15.2
If the Contractor fails to clean up as provided in the Contract Documents, the Owner
may do so and the cost
thereof shall be charged to the Contractor.
§ 3.16 ACCESS TO WORK
§ 3.16.1
The Contractor shall provide the Owner and Architect access to the Work in preparation and
progress
wherever located.
§ 3.17 ROYALTIES, PATENTS AND COPYRIGHTS
§ 3.17.1
The Contractor shall pay all royalties and license fees. The Contractor shall defend
suits or claims for
infringement of copyrights and patent rights and shall hold the Owner and Architect harmless
from loss on account
thereof, but shall not be responsible for such defense or loss when a particular design,
process or product of a
particular manufacturer or manufacturers is required by the Contract Documents or where the
copyright violations
are contained in Drawings, Specifications or other documents prepared by the Owner or
Architect. However, if the
Contractor has reason to believe that the required design, process or product is an
infringement of a copyright or a
patent, the Contractor shall be responsible for such loss unless such information is promptly
furnished to the
Architect.
AIA Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
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®
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§3.18 INDEMNIFICATION
§
3.18.1
To the fullest extent permitted by law and to the extent claims, damages, losses
or expenses are not covered by Project Management. Protective Liability insurance purchased
by the Contractor in accordance with Section 11.3, the Contractor shall indemnify and hold
harmless the Owner, Architect, Architects consultants, and agents and employees of any of
them from and against claims, damages, losses and expenses, including but not limited to
attorneys fees, arising out of or resulting from performance of the Work, provided that
such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or
death, or to injury to or destruction of tangible property (other than the Work itself),
but only to the extent caused by the negligent acts or omissions of the Contractor, a
Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they
may be liable, regardless of whether or not such claim, damage, loss or expense is caused
in part by a party indemnified hereunder. Such obligation shall not be construed to negate,
abridge, or reduce other rights or obligations of indemnity which would otherwise exist as
to a party or person described in this Section 3.18.
§ 3.18.2
In claims against any person or entity indemnified under this Section 3.18 by an
employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them
or anyone for whose acts they may be liable, the indemnification obligation under Section
3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or
benefits payable by or for the Contractor or a Subcontractor under workers compensation
acts, disability benefit acts or other employee benefit acts.
ARTICLE 4 ADMINISTRATION OF THE CONTRACT
§ 4.1 ARCHITECT
§ 4.1.1
The Architect is the person lawfully licensed to practice architecture or an entity lawfully
practicing
architecture identified as such in the Agreement and is referred to throughout the Contract
Documents as if singular
in number, The term Architect means the Architect or the Architects authorized representative.
§ 4.1.2
Duties, responsibilities and limitations of authority of the Architect as-set forth
in the Contract Documents shall not be restricted, modified- or extended-without written
consent of the Owner, Contractor-and-Architect Consent shall not be unreasonably
withheld.
Owner reserves the right to appoint a representative empowered to act for Owner
during the Construction Phase with responsibility superceding that of the Architect to the
extent set forth in written notice to the Architect and Contractor. With respect to such
superseded responsibilities as set forth in the notice to the Architect and Contractor,
Architect shall no longer bear responsibility in those areas from and after the effective
date of such notice, unless and only to the extent from the time that Architect shall be
redirected to resume responsibility by Owner.
§
4.1.3
If-the employment of the Architect is terminated, the Owner shall employ a new
Architect against whom the Contractor has no reasonable objection and whose status under
the Contract Documents -shall -be- that-of the former Architect.
Owner may at any time
employ or retain any licensed architect against whom the Contractor has no reasonable
objection to perform all or any part of the duties of the Architect hereunder or to
exercise any of its rights hereunder. Owner shall notify all parties in writing (setting
forth the scope of said replacement Architects duties and responsibilities) prior to
making this change.
§ 4.2 ARCHITECTS ADMINISTRATION OF THE CONTRACT
§
4.2.1
The Architect will provide administration of the Contract as described in the
Contract Documents.,
and will be an Owners
representative (1) during construction, (2)
until final- payment is due and (3) with the Owners concurrence from time to time during
the one year period for correction of Work described in Section 12.2.
The Architect will
have authority to act on behalf of the Owner only to the extent provided in she Contract
Documents, unless otherwise modified in writing in accordance with other provisions of the
Contract.
§ 4.2.2
The Architect, as a representative of the Owner, will visit the site at intervals
appropriate to the stage of the Contractors operations (1) to become
generally
familiar
with and to keep the Owner informed about the progress and quality of the
portion of the
Work completed,
(2) to use best efforts
endeavor
to guard the Owner against defects and
deficiencies in the Work, and (3) to determine
in-general
if the Work is proceeding
being-performed in a manner indicating that the Work, when fully completed, will be in
accordance with the Contract Documents.
However, the Architect will not be required to make
exhaustive or continuous-on-site-inspections to check the quality
or-quantity of-the-Work.
The Architect will neither have control over or charge of, nor be responsible for, the
construction means, methods, techniques, sequences-or procedures, or for the safety
precautions and programs in connection with the Work.
, since these are solely
the-Contractors rights and responsibilities under the Contract
Documents, except
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Document A201 1997. Copyright
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as
provided in-Section-3.3.1.
The Architect shall be responsible for promptly notifying the
Owner of the failure of Contractor. Subcontractors, or any other persons performing any of the
Work in failing to use proper construction means, methods, techniques, sequences, procedures,
safety precautions and programs, but only to the extent Architect becomes aware of, or should,
exercising due professional diligence, be aware of same. The Architect shall also promptly
notify Owner in writing of the failure of any of the foregoing parties to carry out the Work in
accordance with the Contract Documents.
§
4.2.3
The Architect will not be responsible for the Contractors failure to perform the Work
in accordance with-the requirements of the-Contract-Documents. The Architect will not have
control over or charge of and will not he responsible for acts or omissions-of the
Contractor, Subcontractors, or their agents or employees, or any other persons or entities
performing portions of the Work.
§ 4.2.34
Communications Facilitating Contract Administration. Except as otherwise provided in
the Contract Documents or when direct communications have been specially authorized by Owner,
the Owner and Contractor shall
endeavor to
communicate with each other through the Architect
about matters arising out of or relating to the Contract; provided, however, that Owner may
instruct, correspond or negotiate with Contractor directly and in such event shall forward a
copy of any writing to Architect and shall advise Architect of any significant instruction,
correspondence, or negotiation and shall afford the Architect an opportunity to attend any
formal discussions directly between Owner and Contractor, if appropriate. Communications by and
with the Architects consultants shall be through the Architect. Communications by and with
Subcontractors and material suppliers shall be through the Contractor. Communications by and
with separate contractors shall be through the Owner.
§
4.2.45
Based on the Architects evaluations of the Contractors Applications for Payment,
the progress and quality of the Work and Contractors application for payment and of all other
information available, the Architect shall review and, after consultation with the Owner,
certify the amounts due Contractor,
the Architect will review and certify the amounts
due-the-Contractor and will issue Certificates for Payment in such amounts.
§ 4.2.56
The Architect will have the responsibility and authority to reject Work that docs not
conform to the Contract Documents, and shall do so unless, after consultation in each instance
with the Owner, Owner instructs otherwise. Whenever, in the Architects reasonable and
professional opinion the Architect considers it necessary or advisable to insure the proper
implementation of the language and intent of the Contract Documents, the Architect will have
authority, subject to the Owners prior approval, to require inspection or testing of the Work
in accordance with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated,
installed or completed.
However, neither this authority of the Architect nor a decision made
in good faith either-to-exercise Or not to exercise such authority shall give-rise to a duty
or responsibility of the-Architect to the Contractor, Subcontractors, material and equipment
suppliers, their agents or employees, or other persons or entities performing portions of the
Work.
§ 4.2.67
The Architect will promptly review and approve or reject or take other appropriate
action upon the Contractors submittals such as Shop Drawings, Product Data and Samples,
but
only for the-limited purpose of checking
for conformance with information given and the design
concept expressed in the Contract Documents. The Architects action will be taken with such
reasonable promptness as to cause no delay in the Work or in the activities of the Owner,
Contractor or separate contractors, while allowing sufficient time in the Architects
professional judgment to permit adequate review. Review of such submittals is not conducted
for the purpose of determining the accuracy and completeness of other details such as
dimensions and quantities, or for substantiating instructions for installation or performance
of equipment or systems, all of which remain the responsibility of the Contractor as required
by the Contract Documents. The Architects review of the Contractors submittals shall not
relieve the Contractor of the obligations under Sections 3.3, 3.5 and 3.12, The Architects
review shall not constitute approval of safety precautions or, unless otherwise specifically
stated by the Architect, of any construction means, methods, techniques, sequences or
procedures. The Architects approval of a specific item shall not indicate approval of an
assembly of which the item is a component.
§ 4.2.78
The Architect will prepare Change Orders and Construction Change Directives, and may
authorize minor changes in the Work as provided in Section 7.. All Change Orders, Construction
Change Directives, field directives and minor changes in the Work shall require the approval
of Owner in writing to be binding on Owner.
§
4.2.89
The Architect will conduct inspections to determine the date or dates of Substantial
Completion and the date of final completion, shall issue a Certificate of Substantial
Completion when and as required by the Contract
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Document A201 1997. Copyright
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Documents, will receive, approve and forward to the Owner, for the Owners review and
records, written warranties and related documents required by the Contract and assembled by the
Contractor, and will issue a final Certificate for Payment upon compliance with the requirements
of the Contract Documents.
§
4.2.9
10
If the Owner and Architect agree, the Architect will provide one or more project
representatives to assist in carrying out the Architects responsibilities at the site. The duties,
responsibilities and limitations of authority of such project representatives shall be as set
forth in an exhibit to be incorporated in the Contract Documents.
§
4.2.10
11
Subject to Section 4.3 herein below in respect of Claims,
The
Architect will, in the
first instance, interpret and decide matters concerning performance under and requirements of, the
Contract Documents on written request of either the Owner or Contractor.
The Architects response
to such requests will be made in writing within-any-time limits agreed- upon or -otherwise
-with-reasonable promptness. If no agreement is made concerning the-time within which
interpretations required of the Architect shall -be-furnished in compliance with this Section 4.2,
then delay shall not be recognized on account of failure by the Architect to furnish
such-interpretations until 15 days after written request is made for them.
Upon receipt of such
request from either the Owner or Contractor, the Architect shall promptly notify the nonrequesting
party in writing of the details of such request. The Architects response to such requests will be
made (after notifying the nonrequesting party as provided in the preceding sentence) with
reasonable promptness, and in no event later than 7 days after the date on which such request is
made.
§ 4.2.11
12
Interpretations and decisions of the Architect will be consistent with the language and
intent of and reasonably inferable from the Contract Documents and will be in writing or in the
form of drawings, as required by Owner. When making such initial interpretations and initial
decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor
and, will not show partiality to either,
and will not be liable for results of interpretations or
decisions so rendered in good faith.
§
4.2.12
13
The Architects decisions on matters relating to aesthetic effect will he final if
consistent with the intent expressed in the Contract Documents.
In reviewing the quality and
progress of the Work and submittals received from the Contractor, the Architect is acting solely
for the convenience of the Owner in following the Work.
§ 4.3 CLAIMS AND DISPUTES
§ 4.3.1
Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of
right, adjustment or interpretation of Contract terms, payment of money, extension of time or
other relief with respect to the terms of the Contract. The term Claim also includes other
disputes and matters in question between the Owner and Contractor arising out of or relating to
the Contract. Claims must be initiated by written notice. The responsibility to substantiate
Claims shall rest with the party making the Claim.
§
4.3.2
Time Limits on Claims. Claims by either party must be initiated within 21 days after
occurrence of the event giving rise to such Claim or within 21 days after the claimant first
recognizes the condition giving rise to the Claim, whichever is later. Claims must be initiated by
written notice to the Architect and the other party.
§ 4.3.3
Continuing Contract Performance. Pending final resolution of a Claim except as otherwise
agreed in writing or as provided in Section 9.7.1 and Article 14, the Contractor shall proceed
diligently with performance of the Contract and the Owner shall continue to make payments in
accordance with the Contract Documents.
§ 4.3.4
Claims for Concealed or Unknown Conditions. If conditions are encountered at the site which
are (1) subsurface or otherwise concealed physical conditions which differ
materially
from those
indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature,
which
differ materially from those ordinarily found to exist and generally recognized as tnherent in
construction activities-of-the-character provided for in the Contract
Documents,
then notice by the
observing party shall be given to the other party promptly before conditions are disturbed and in
no event later than 21 days after first observance of the conditions. The Architect will promptly
investigate such conditions and, if they differ materially and cause an increase or decrease in
the Contractors cost of, or time required for, performance of any part of the Work, will
recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect
determines that the conditions at the site are not materially different from those indicated in
the Contract Documents and that no change in the terms of the Contract is justified, the Architect
shall so notify the Owner and Contractor in writing, stating the reasons. Claims by either party
in opposition to such determination must be made within 21 days after :he Architect has given
notice of the decision. If the conditions encountered are materially different, the Contract Sum
and Contract Time shall be equitably adjusted,
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but if the
Owner and Contractor cannot agree on an adjustment in the Contract Sum or Contract
Time, the adjustment shall be referred to the Architect for initial determination, subject to
further proceedings pursuant to Section 4.4.
§ 4.3.5
Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the
Contract Sum, written notice as provided herein shall be given before proceeding to execute the
Work. Said notice shall itemize all claims and shall contain sufficient detail and substantiating
data to permit evaluation of same by Owner and Architect. No such claim shall be valid unless so
made. Prior notice is not required for Claims relating to an emergency endangering life or
property arising under Section 10.6.
§ 4.3.6
If the Contractor believes additional cost is involved for reasons including but not
limited to (1) a written interpretation from the Architect, (2) an order by the Owner to stop the
Work where the Contractor was not at fault, (3) a written order for a minor change in the Work
issued by the Architect, (4) failure of payment by the Owner, (5) termination of the Contract by
the Owner, (6) Owners suspension or (7) other reasonable grounds. Claim shall be filed in
accordance with this Section 4.3. Any change in the Estimated Contract Sum resulting from such
claim shall be authorized by Change Order or Construction Change Directive, as the case may be.
§ 4.3.7
Claims for Additional Time
§ 4.3.7.1
If the Contractor wishes to make Claim for an increase in the Contract Time, written
notice as provided herein shall be given. The Contractors Claim shall include an estimate of cost
and of probable effect of delay on progress of the Work. In the case of a continuing delay only
one Claim is necessary.
§ 4.3.7.2
If adverse weather conditions are the basis for a Claim for additional time, such Claim
shall be documented by data substantiating that weather conditions were abnormal for the period of
time, could not have been reasonably anticipated and had an adverse effect on the scheduled
construction.
§ 4.3.8
Injury or Damage to Person or Properly. Subject to the parties obligations and
responsibilities under the Contract Documents in general and Article 11 hereof in particular, if
either party to the Contract suffers injury or damage to person or property because of an act or
omission of the other party, or of others for whose acts such party is legally responsible,
written notice of such injury or damage, whether or not insured, shall be given to the other party
within a reasonable time not exceeding 21 days after discovery. The notice shall provide
sufficient detail to enable the other party to investigate the matter.
§ 4.3.9
If unit prices are stated in the Contract Documents or subsequently agreed upon, and if
quantities originally contemplated are materially changed in a proposed Change Order or
Construction Change Directive so that application of such unit prices to quantities of Work
proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices
shall be equitably adjusted.
§
4.3.10
Claims for Consequential Damages. The Contractor and Owner waive Claims against each other
for consequential damages arising out of or relating to this Contract. This mutual waiver
includes:
|
.1
|
|
damages incurred by the Owner for rental expenses, for losses of use, income,
profit, financing, business and reputation, and for loss of management or employee
productivity or of the services of such persons; and
|
|
.2
|
|
damages incurred by the Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing, business and
reputation, and for loss of profit except anticipated profit arising directly from the
Work.
|
This mutual waiver is applicable, without limitation, to all consequential damages due to either
partys termination in accordance with Article 14. Nothing contained in this Section 4.3.10 shall
be deemed to preclude an award of liquidated direct damages, when applicable, in accordance with
the requirements of the Contract Documents.
§
4.4 RESOLUTION OF CLAIMS AND DISPUTES
§
4.4.1
Decision of Architect. Claims, including those alleging an error or omission by the
Architect but excluding those arising under Sections 10.3 through 10.5, may, upon request of both
the Contractor and the Owner,
shall
be referred initially to the Architect for decision.
An
initial decision-by-the Architect shall be required as a condition precedent to-mediation,
arbitration or-litigation of all claims between the-Contractor-and Owner arising prior to the
date-final payment is due unless 30 days have-passed after-the-Claim has been referred to the
Architect-with-no
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decision
having been rendered by-the Architect. The Architect will not decide disputes-between
the Contractor and persons or entities other-than the Owner.
§ 4.4.2
The Architect (if the matter is referred to the Architect for initial decision) will
review Claims and within ten days of the receipt of the Claim take one or more of the following
actions: (1) request additional supporting data from the claimant or a response with supporting
data from the other party, (2) reject the Claim in whole or in part, (3) approve the Claim, (4)
suggest a compromise, or (5) advise the parties that the Architect is unable to resolve the
Claim if the Architect lacks sufficient information to evaluate the merits of the Claim or if
the Architect concludes that, in the Architects sole discretion, it would be inappropriate for
the Architect to resolve the Claim.
§ 4.4.3
In evaluating Claims (if the matter is referred to Architect for initial decision), the
Architect may, but shall not be obligated to, consult with or seek information from either party
or from persons with special knowledge or expertise who may assist the Architect in rendering a
decision. The Architect may request the Owner to authorize retention of such persons at the
Owners expense.
§ 4.4.4
If the Architect requests a party to provide a response to a Claim or to furnish
additional supporting data, such party shall respond, within ten days after receipt of such
request, and shall either provide a response on the requested supporting data, advise the
Architect when the response or supporting data will be furnished or advise the Architect that no
supporting data will be furnished. Upon receipt of the response or supporting data, if any, the
Architect will either reject or approve the Claim in whole or in part.
§ 4.4.5
The Architect will approve or reject Claims (if the matter is referred to Architect for
initial decision) by written decision, which shall state the reasons therefor and which shall
notify the parties of any change in the Contract Sum or Contract Time or both.
The approval or
rejection of a Claim by the Architect shall be final and binding on the parties but subject to
mediation and-arbitration.
§
4.4.6
When a written-decision of the Architect states that (1) the decision is final but
subject to mediation and arbitration and (2) a demand for arbitration of a Claim-covered by such
decision must be made within 30 days after the date on which the party making-the-demand receives
the final written decision, then failure to demand arbitration within said 30 days period-shall
result in the Architects decision becoming-final-and-binding upon the Owner and Contractor. If
the Architect renders a decision after arbitration-proceedings have been initiated, such decision
may be entered as evidence, but shall not supersede arbitration-proceedings unless the decision
is acceptable to all parties concerned.
§ 4.4.67
Upon receipt of a Claim against the Contractor or at any time thereafter, the Architect
or the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of
the Claim. If the Claim relates to a possibility of a Contractors default, the Architect or the
Owner may, but is not obligated to, notify the surety and request the suretys assistance in
resolving the controversy.
§
4.4.78
If a Claim relates to or is the subject of a
mechanics lien, the party asserting such
Claim may proceed in accordance with applicable law to comply with the lien notice or filing
deadlines prior to resolution of the Claim by the Architect, by mediation or by arbitration.
4.4.89
Neither the Owner nor the Contractor shall be required to initiate or participate in
mediation with respect to claims, disputes or other matters in question between the
parties to this Contract arising out of or relating to the Contract
or breach thereof. If the
parties should mutually determine to participate in mediation, such dispute resolution shall
be conducted in accordance with Section 4.5.
§ 4.5 MEDIATION
§
4.5.1
Subject to Section 4.4.8,
A
a
ny Claim arising out of or related to the Contract,
except Claims relating to aesthetic effect and except those waived as provided for in Sections
4.3.10, 9.10.4 and 9.10.5 shall, after initial decision by the .Architect or 30 days after
submission of the Claim to the Architect, be subject to mediation as a condition precedent to
arbitration or the institution of legal or equitable proceedings by either party.
§
4.5.2
The parties shall endeavor to resolve their Claims by
mediation which, unless the parties
mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules
of the American Arbitration Association currently in effect. Request for mediation shall be filed
in writing with the other party to the Contract
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and with the American Arbitration Association. The request may be made concurrently with the filing
of a demand for arbitration but, in such event, mediation shall proceed in advance of arbitration
or legal or equitable proceedings, which shall be stayed pending mediation for a period of 60 days
from the date of filing, unless stayed for a longer period by
agreement of the parties or court
order.
§ 4.5.3
The parties shall share the mediators fee and any filing fees equally. The mediation shall
be held in the place where the Project is located, unless another location is mutually agreed
upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court
having jurisdiction thereof.
§ 4.6 ARBITRATION
§ 4.6.1
Any Claim arising out of or related to the Contract, except Claims relating to aesthetic
effect and except those waived as provided for in
Sections 4.3.10, 9.10.4 and 9.10.5, shall, after
decision by the Architect or 30 days after submission of the Claim to the Architect, be subject to
arbitration. Prior to arbitration, the parties shall agree whether
endeavor
to resolve disputes by
mediation in accordance with the provisions of Section 4.4.8 and 4.5.
§ 4.6.2
Claims not resolved by mediation shall be decided by arbitration which, unless the parties
mutually agree otherwise, shall be in accordance with the Construction Industry Arbitration Rules
of the American Arbitration Association currently in effect. The demand for arbitration shall be
filed in writing with the other party to the Contract and with the American Arbitration
Association, and a copy shall be filed with the Architect. The prevailing party in any arbitration
shall be entitled to an award of reasonable attorneys fees, costs and
expenses.
§
4.6.3
A demand for arbitration shall be made within the time limits specified in Section
s 4.4.6
and
4.6.1 as applicable, and in other cases within a reasonable time after the Claim has arisen,
and in no event shall it be made after the date when institution of legal or equitable proceedings
based on such Claim would be barred by the applicable statute of limitations as determined
pursuant to Section 13.7.
§ 4.6.4
Limitation on Consolidation or joinder. No arbitration arising out of or relating to the
Contract shall include, by consolidation or joinder or in any other manner, the Architect, the
Architects employees or consultants, except by written consent containing specific reference to
the Agreement and signed by the Architect, Owner, Contractor and any other person or entity sought
to be joined. No arbitration shall include, by consolidation or joinder or in any other manner,
parties other than the Owner, Contractor, a separate contractor as described in Article 6 and
other persons substantially involved in a common question of fact or law whose presence is
required if complete relief is to be accorded in arbitration. No person or entity other than the
Owner, Contractor or a separate contractor as described in Article 6 shall be included as an
original third party or additional third party to an arbitration whose interest or responsibility
is insubstantial. Consent to arbitration involving an additional person or entity shall not
constitute consent to arbitration of a Claim not described therein or with a person or entity not
named or described therein. The foregoing agreement to arbitrate and other agreements to arbitrate
with an additional person or entity duly consented to by parties to the Agreement shall be
specifically enforceable under applicable law in any court having jurisdiction thereof.
§ 4.6.5
Claims and Timely Assertion of Claims. The party filing a notice of demand for arbitration
must assert in the demand all Claims then known to that party on which arbitration is permitted to
be demanded.
§
4.6.6
Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be
final, and judgment may be entered upon it in accordance with applicable law in any court having
jurisdiction thereof.
ARTICLE 5 SUBCONTRACTORS
§ 5.1 DEFINITIONS
§
5.1.1
A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a portion of the
Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if
singular in
number and means a Subcontractor or an authorized representative of
the Subcontractor. The term
Subcontractor
docs not include a separate contractor or subcontractors of a separate contractor.
§ 5.1.2
A Sub-subcontractor is a person or entity who has a direct or indirect contract with a
Subcontractor to perform a portion of the Work at the site The term Sub-subcontractor is
referred to throughout the Contract Documents as if singular in number and means a
Sub-subcontractor or an authorized representative of the Sub-subcontractor.
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§ 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK
§
5.2.1
Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the
Owner
through the Architect
the names of persons or entities (including those who are to furnish
materials or equipment fabricated to a special design) proposed for each principal portion of the
Work. The Architect will promptly reply to the Contractor in writing stating whether or not the
Owner or the Architect,
after due investigation,
has
reasonable
objection to any such proposed
person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no
reasonable objection.
§ 5.2.2
The Contractor shall not contract with a proposed person or entity to whom the Owner or
Architect has made
reasonable-and timely
objection. The Contractor shall not be required to
contract with anyone to whom the Contractor has made reasonable objection.
§ 5.2.3
If the Owner or Architect has
reasonable
objection to a person or entity proposed by the
Contractor, the Contractor shall propose another to whom the Owner or Architect has no
reasonable
objection. If the proposed but rejected Subcontractor was reasonably capable of performing the
Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if
any, occasioned by such change, and an appropriate Change Order shall be issued before
commencement of the substitute Subcontractors Work. However, no increase in the Contract Sum or
Contract Time shall be allowed for such change unless the Contractor has acted promptly and
responsively in submitting names as required.
§ 5.2.4
The Contractor shall not
change a
engage a substitute
Subcontractor
for a
person or entity
previously selected if the Owner or Architect makes reasonable objection to such substitute.
5.2.5
Prior to solicitation of bids from Subcontractors and material suppliers, Contractor shall
submit to the Owner and Architect a proposed list of bidders. The Owner reserves the right to approve and add to such
bidders list. Such approval shall be in writing.
5.2.6
It is understood that in the event of a conflict between Owner and Architect
regarding the selection of subcontractors, the Owners decision in selection of subcontractors shall govern.
§ 5.3 SUBCONTRACTS RELATIONS
§
5.3.1
By appropriate written agreement,
written where
legally required for validity,
the
Contractor shall require each Subcontractor, to the extent of the Work to be performed by the
Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume
toward the Contractor all the obligations and responsibilities, including the responsibility for
safety of the Subcontractors Work, which the Contractor, by these Documents, assumes toward the
Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner
and Architect under the Contract Documents with respect to the Work to be performed by the
Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to
the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the
benefit of all rights, remedies and redress against the Contractor that the Contractor, by the
Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each
Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall make
available to each proposed Subcontractor, prior to the execution of the subcontract agreement,
copies of the Contract Documents to which the Subcontractor will be bound, and, upon written
request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed
subcontract agreement which may be at variance with the Contract Documents. Subcontractors will
similarly make copies of applicable portions of such documents available to their respective
proposed Sub-subcontractors.
§ 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS
§ 5.4.1
All subcontract agreements shall conform to the requirements of the Contract Documents and
Contractor hereby assigns to Owner (and Owners permitted assigns) all its interest in any
subcontract agreements and purchase orders now existing or hereinafter entered into by Contractor
for performance of any part of the Work, which assignment will be effective upon acceptance by
Owner in writing and only as to those subcontract agreements and purchase orders that Owner
designates in said writing. It is agreed and understood that Owner may accept said assignment at
any time during the course of construction prior to Final Completion, but only upon termination of
the Contract by Owner for cause pursuant to Section 14,2. Upon such acceptance by Owner, (1)
Contractor shall promptly furnish to Owner true and correct copies of the designated subcontract
agreements, and purchase orders,
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and (2) Owner shall only be required to compensate the designated Subcontractor(s) or supplier(s)
for compensation accruing to such party(ies) for Work done or materials delivered from and after
the date on which Owner determines to accept the subcontract agreement(s) or purchase order(s). All
sums due and owing by Contractor to the designated Subcontractor(s) or supplier(s) for work
performed or material supplied prior to Owners determination to accept the subcontract
agreement(s) or purchase order(s) shall constitute a debt between such parties and Contractor, but
only if Owner has reimbursed Contractor for such costs. It is further agreed that all subcontractor
agreements and purchase orders shall provide that they are freely assignable by Contractor to Owner
and assigns under the terms and conditions stated hereinabove. It is further agreed and understood
that such assignment is part of the consideration to Owner for entering into the Contract with
Contractor and may not be withdrawn prior to Final Completion. Contractor shall deliver or cause to
be delivered to Owner a written acknowledgment in form and substance satisfactory to Owner from
each of its Subcontractors and suppliers of the contingent assignment described herein no later
than ten (10) days after the date of execution of each subcontract agreement and purchase order
with such parties.
Each subcontract agreement for a portion of the Work is assigned by the
Contractor to the Owner provided that:
.1 assignment is effective-only after-termination of the Contract by the Owner
For-cause-pursuant -to Section 14.2 and only for those subcontract agreements which
the Owner accepts by notifying the Subcontractor and Contractor in writing; and
.2 assignment is subject to the prior rights of the surety, if any, obligated under bond
relating to the contract.
§
5.4.2
Upon such assignment, if the Work has been suspended for more than 30 days, the
Subcontractors compensation shall be equitably adjusted for increases in cost resulting from the
suspension.
ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
§ 6.1 OWNERS RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS
§ 6.1.1
The Owner reserves the right to perform construction or operations related to the Project
with the Owners own forces, and to award separate contracts in connection with other portions of
the Project or other construction or operations on the site under Conditions of the Contract
identical or substantially similar to these including those portions related to insurance and
waiver of subrogation. The Contractor acknowledges the Owners intent to cause the work to be
performed by others and that a portion of such work may take place before Substantial Completion
by the Contractor. The Contractor shall afford such parties ample access to the site and all areas
of the Work as may be reasonably necessary for the performance of such work including, without
limitation, storage of materials and equipment, vertical transportation, and connection to
utilities and services. Owner shall pay for costs associated with the provision of such services
to others. Such costs include but are not limited to elevator operator wages, crane rental costs,
electric power consumption, and natural gas or propane consumption.
The Owner agrees that its
Work or the Work of its own forces or separate contractors will not create labor disharmony or in
any other way interfere with the Contractors Work.
If the Contractor claims that delay or
additional cost is involved because of such action by the Owner, the Contractor shall make such
Claim as provided in Section 4.3.
§
6.1.2
When separate contracts are awarded for different portions of the Project or other
construction or operations on the site, the term Contractor in the Contract Documents in each
case shall mean the Contractor who executes each separate Owner-Contractor Agreement.
§ 6.1.3
The Owner shall provide for coordination of the activities of the Owners own forces and
of each separate contractor with the Work of the Contractor, who shall cooperate with them. The
Contractor shall participate with other separate contractors and the Owner in reviewing their
construction schedules when directed to do so. The Contractor shall make any revisions to the
construction schedule as requested by the Owner. If the Contractor claims additional cost is
involved because of any such revisions to the Contractors construction schedule, the Contractor
shall make Claim as provided elsewhere in the Contract Documents,
deemed necessary after a joint
review and mutual agreement. The construction schedules shall then constitute the schedules to
beused-by-the Contractor, separate contractors and the Owner until subsequently revised.
§ 6.1.4
Unless otherwise provided in the Contract Documents, when the Owner performs construction
or operations related to the Project with the Owners own forces, the Owner shall be deemed to be
subject to the same obligations and to have the same rights which apply to the Contractor under
the Conditions of the Contract, including, without excluding others, those stated in Article 3,
this Article 6 and Articles 10, 11 and 12.
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§ 6.2 MUTUAL RESPONSIBILITY
§ 6.2.1
The Contractor shall afford the Owner and separate contractors reasonable
opportunity for introduction and storage of their materials and equipment and performance
of their activities, and shall connect and coordinate the Contractors construction and
operations with theirs as required by the Contract Documents.
§ 6.2.2
If part of the Contractors Work depends for proper execution or results upon
construction or operations by the Owner or a separate contractor, the Contractor shall,
prior to proceeding with that portion of the Work, promptly report to the Owner and
Architect apparent discrepancies or defects in such other construction that would render
it unsuitable for such proper execution and results or would render it incompatible with
Contractors Work, Failure of the Contractor so to report shall constitute an
acknowledgment that the Owners or separate contractors completed or partially completed
construction is fit and proper to receive the Contractors Work, except as to defects not
then reasonably discoverable.
§ 6.2.3
The Owner shall be reimbursed by the Contractor for costs incurred by the Owner
which are payable to a separate contractor because of delays, improperly timed activities
or defective construction of the Contractor, subject to Section 8.3 hereof. The Owner
shall be responsible to the Contractor for costs incurred by the Contractor because of
delays, improperly timed activities, damage to the Work or defective construction of a
separate contractor.
§ 6.2.4
The Contractor shall promptly remedy damage wrongfully caused by the Contractor
to completed or partially completed construction or to property of the Owner or separate
contractors as provided in Section 10.2.5 or to other completed or partially completed
construction or property on the site or to property of any adjoining owner or other
party.
§ 6.2.5
The Owner and each separate contractor shall have the same responsibilities for
cutting and patching as are described for the Contractor in
Section 3.14.
6.2.6
Should the Contractor cause damage to the work or property of any separate
contractor and/or in the event of any other claim, dispute, or matter in question between
the Contractor and any separate contractor, the contractor shall promptly attempt to
settle with such other contractor by agreement, otherwise to resolve the dispute. In any
event, the Contractor shall indemnify, defend, and hold harmless the Owner, the Owners
partners, the parent companies and affiliates of the Owner and of any partners, and the
directors, officers, shareholders, employees and agents of the above-mentioned parties,
to the full extent as agreed to under Section 3.18 of these
General Conditions.
§ 6.3 OWNERS RIGHT TO CLEAN UP
§ 6.3.1
If a dispute arises among the Contractor, separate contractors and the Owner as
to the responsibility under their respective contracts for maintaining the premises and
surrounding area free from waste materials and rubbish, the Owner may clean up and
the Architect
will allocate the cost among those responsible.
ARTICLE 7 CHANGES IN THE WORK
§ 7.1 GENERAL
§7.1.1
Changes in the Work may be accomplished after execution of the Contract, and without
invalidating the
Contract, only by Change Order, Construction Change Directive or order for a minor change in the
Work, subject to
the limitations stated in this Article 7 and elsewhere in the Contract Documents.
7.1.1.1
A field directive or field order shall not be recognized as having any impact upon
the Contract Sum or the
Contract Time and the Contractor shall have no claim therefor unless it shall, prior to
complying with same and in
no event later than 10 working days from the date such direction or order was given, submit
to the Owner for the
Owners approval its change proposal.
7.1.1.2
When submitting its change proposal, the Contractor shall include and set forth in
clear and precise detail
breakdowns of labor and materials for all trades involved for the estimated impact on the
construction schedule. The
Contractor shall furnish spread sheets if requested of any Subcontractors.
§
7.1.2
A Change Order shall be based upon agreement among the Owner, Contractor and
Architect; a Construction Change Directive requires agreement by the Owner and Architect
and may or may not be agreed to by the Contractor; an order for a minor change in the
Work may be issued by the Architect alone and is subject to the approval of Owner.
AIA
Document A201 1997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American Institute of Architects.
All rights reserved.
WARNING:
This
AIA
®
Document is protected by U.S. Copyright Law and International Treaties.
Unauthorized
reproduction or distribution of this AIA
®
Document, or any portion of it, may result in severe
civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law.
This document was produced by AIA software at 11:25:47 on 08/18/2005 under Order No.1000177464_2
which expires on 5/4/2006, and is not for resale.
User Notes:
28
§ 7.1,3
Changes in the Work shall be performed under applicable provisions of the
Contract Documents, and the
Contractor shall proceed promptly, unless otherwise provided in the Change Order,
Construction Change Directive
or order for a minor change in the Work.
§ 7.2 CHANGE ORDERS
§ 7.2.1
A Change Order is a written instrument
prepared by the Architect and
signed by the Owner,
Contractor and
Architect, stating their agreement upon all of the following for the item covered in each Change
Order:
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change in the Work;
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the amount of the adjustment, if any, in the Contract Sum; and
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the extent of the adjustment, if any, in the Contract Time.
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§ 7.2.2
Methods used in determining adjustments to the Contract Sum may include those listed in
Section 7.3.3.
§ 7.3 CONSTRUCTION CHANGE DIRECTIVES
§ 7.3.1
A Construction Change Directive is a
written order directed to the Contractor
prepared by the Architect
and
signed by the Owner and Architect, directing a change in the Work prior to agreement on
adjustment, if any, in the
Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive,
without invalidating
the Contract, order changes in the Work within the general scope of the Contract
consisting of additions, deletions or
other revisions, the Contract Sum and Contract Time being adjusted accordingly.
§ 7.3.2
A Construction Change Directive shall be used in the absence of total agreement
on the terms of a Change
Order.
§ 7.3.3
If the Construction Change Directive provides for an adjustment to the Contract
Sum, the adjustment shall be
based on one of the following methods:
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mutual acceptance of a lump sum properly itemized and supported by sufficient
substantiating data to
permit evaluation;
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unit prices stated in the Contract Documents or subsequently agreed upon;
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cost to be determined in a manner agreed upon by the parties and a mutually
acceptable fixed or
percentage fee; or
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as provided in Section 7.3.6.
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§
7.3.4
Upon receipt of a Construction Change Directive, the Contractor shall promptly
proceed with the change in
the Work involved and advise the Architect and Owner of the Contractors agreement or
disagreement with the
method, if any, provided in the Construction Change Directive for determining the
proposed adjustment in the
Contract Sum or Contract Time.
§ 7.3.5
A Construction Change Directive signed by the Contractor indicates the agreement
of the Contractor
therewith, including adjustment in Contract Sum and Contract Time or the method for
determining them for the item
covered in each Change Directive. Such agreement shall be effective immediately and shall
be recorded as a Change
Order.
§ 7.3.6
If the Contractor does not respond promptly or disagrees with the method for
adjustment in the Contract Sum,
or if time requirements dictate (in the Owners reasonable opinion), the Architect shall
make all required
certifications with respect to such work
the method and the adjustment shall be
determined by the Architect
on the
basis of reasonable expenditures and savings of those performing the Work attributable to
the change, including, in
case of an increase in the Contract Sum,
a reasonable allowance for
overhead and profit
in accordance with the Fee
Schedule in Article 5.1.2 of AIA A1 11 for Contractor and not to exceed twenty percent
(20%) of such Works actual
cost to be apportioned between any and all Subcontractors and Sub-subcontractors. For
Work performed by
Contractors own forces, Contractors mark-up shall be limited to actual cost plus a
percentage fee for overhead and
profit not to exceed fifteen percent (15%). In such case, and also under Section 7.3.3.3,
the Contractor shall keep and
present, in such form as the Architect and the Owner may prescribe, an itemized accounting of actual costs together
with appropriate supporting data.
Unless otherwise provided in the Contract Documents, costs for
For the purposes
of this Section 7.3.6 actual cost shall be defined and limited to the cost of the following: shall be limited to the
following:
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costs of labor, including social security, old age and unemployment
insurance, fringe benefits
required by agreement or custom, and workers compensation insurance;
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AlA Document A2011997. Copyright
©1911, 1915, 1918, 1925,1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This
AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
29
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costs of materials, supplies and
equipment, including cost of transportation,
whether incorporated or
consumed;
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Reasonable rental costs of machinery and equipment, exclusive of hand tools,
obtained and used
specifically for such work, whether rented from the Contractor or others;
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costs of premiums for all bonds (if any) and insurance, permit fees, and sales,
use or similar taxes
related to the Work; and
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additional costs of supervision and field office personnel directly
attributable to the change.
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§ 7.3.7
The amount of credit to be allowed by the Contractor to the Owner for a deletion or
change which results in a
net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect and
Owner. When both
additions and credits covering related Work or substitutions are involved in a change, the
allowance for overhead
and profit shall be figured on the basis of net increase, if any,
with respect to that change.
§ 7.3.8
Pending final determination of the actual
total
cost of a Construction Change Directive
to the Owner,
amounts not in dispute for such changes in the Work shall be included in Applications for
Payment accompanied by
a Change Order indicating the parties agreement with part or all of such costs. For any
portion of such cost that
remains in dispute, the Architect when authorized by Owner in writing will make an interim
determination for
purposes of monthly certification for payment for those costs. That determination of cost shall
adjust the Contract
Sum on the same basis as a Change Order, subject to the right of either party to disagree and
assert a claim in
accordance with Article 4.
§ 7.3.9
When the Owner and Contractor agree with the determination made by the Architect
concerning the
adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the
adjustments, such
agreement shall be effective immediately and shall be recorded by preparation and execution of
an appropriate
Change Order.
When the adjustments in the Contract Sum and Contract Time are determined as
provided herein,
such determination shall be effective immediately and shall be recorded by preparation and
execution of an
appropriate Change Order.
§ 7.4 MINOR CHANGES IN THE WORK
§ 7.4.1
The Architect will have authority, subject to the approval of the Owner in each instance,
to order minor
changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time
and not
inconsistent with the language and intent of the Contract Documents. Such changes shall be effected
by written
order and shall be binding on the Owner and Contractor. The Contractor shall carry out such written
orders
promptly.
7.4.2
The Owner will have authority to order minor changes in the Work not involving
adjustment in the Contract
Sum or extension of the Contract Time and not inconsistent with the intent of the Contract
Documents. Such
changes shall be administered in accordance with the procedures set forth in Section 7.3
hereof, except that a
Construction Change Directive issued to the Contractor pursuant to this Section 7.4.2 may or
may not be signed by
the Architect.
ARTICLE 8 TIME
§ 8.1 DEFINITIONS
§ 8.1.1
Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments, allotted in
the Contract Documents for Substantial Completion of the Work.
§
8.1.2
The date of commencement of the Work is the date
established in the Agreement.
§ 8.1.3
The date of Substantial Completion is the date certified by the Architect and approved
by the Owner in
accordance with Section 9.8.
§ 8.1.4
The term day as used in the Contract Documents shall mean calendar day unless
otherwise specifically
defined.
§ 8.2 PROGRESS AND COMPLETION
§ 8.2.1
Time limits stated in the Contract Documents are of the essence of the Contract. By
executing the Agreement
the Contractor confirms that the Contract Time is a reasonable period for performing the Work.
AlA
Document A201-1997. Copyright
©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This
AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
30
§ 8.2.2
The Contractor shall not
knowingly
, except by agreement or instruction of the Owner in
writing, prematurely
commence operations on the site or elsewhere prior to the effective date of insurance required
by Article 11 to be
furnished by the Contractor and Owner. The date of commencement of the Work shall not be
changed by the
effective date of such insurance. Unless the date of commencement is established by the
Contract Documents or a
notice to proceed given by the Owner, the Contractor shall notify the Owner in writing not less
than five days or
other agreed period before commencing the Work to permit the timely filing of mortgages,
mechanics liens and
other security interests.
§ 8.2.3
The Contractor shall proceed expeditiously with adequate forces and shall achieve
Substantial Completion
within the Contract Time.
§ 8.3 DELAYS AND EXTENSIONS OF TIME
§ 8.3.1
If the Contractor is delayed at any time in the commencement or progress of the Work by
an act or neglect of
the Owner or Architect, or of an employee of either, or of a separate contractor employed by
the Owner, or by
changes ordered in the Work, or by occurrences beyond the control and without the fault or
negligence of the
Contractor and which by the exercise of reasonable diligence the Contractor is unable to
prevent or provide against,
including labor disputes, fire, unusual delay in deliveries, unavoidable casualties, delay in
obtaining building
permits, severe weather or by other occurrences which the Architect, subject to the Owners
approval, determines
may justify delay, then, provided that the Contractor is in compliance with Section_4.3.3
hereof, the Contract Time
shall be extended by Change Order or Construction Change Directive for the length of time
actually and directly
caused by such occurrence as determined by the Architect and approved by the Contractor and
Owner (such
approval not to be unreasonably withheld, delayed, or conditioned); provided, however, that
such extension of
Contract Time shall be net of any delays caused by or due to the fault or negligence of the
Contractor or which are
otherwise the responsibility of the Contractor and shall also be net of any contingency or
float time allowance
included in the Contractors construction schedule for the delayed activity. The Contractor
shall, in the event of any
occurrence likely to cause a delay, cooperate in good faith with the Architect and Owner to
minimize and mitigate
the impact of any such occurrence and do all things reasonable under the circumstances to
achieve this goal.
or by
labor disputes, fire, unusual delay in deliveries, unavoidable casualties, delay in obtaining
building permics or other
causes beyond the Contractors control, or by delay authorized by the Owner pending mediation
and arbitration or
by other causes which the Architect determines may justify delay, then the Contract Time shall
be extended by
Change Order for such reasonable time as the Architect may determine.
§ 8.3.2
Claims relating to time shall be made in accordance with applicable provisions of Section
4.3.
§
8.3.3
This Section 8.3 does not preclude recovery of damages for delay by either party under
other provisions of
the Contract Documents, however, if Contractor receives an extension in time, Contractor is
only entitled to his
actual additional costs associated with the delay, but not other damages or penalties beyond
actual costs.
ARTICLE 9 PAYMENTS AND COMPLETION
§ 9.1 CONTRACT SUM
§ 9.1.1
The Contract Sum is stated in the Agreement and, including authorized adjustments, is the
total amount
payable by the Owner to the Contractor for performance of the Work
under the Contract Documents.
§ 9.2 SCHEDULE OF VALUES
§ 9.2.1
Before the first Application for Payment, the Contractor shall submit to the Owner and
Architect a schedule
of values allocated to various portions of the Work, which in the aggregate equals the total
Estimated Contract Sum,
divided so as to facilitate payments to Subcontractors, supported by such evidence of
correctness as the Architect
may direct or as required by the Owner. This schedule, when approved by the Architect and
Owner, shall be used to
monitor the progress of the Work and as a basis for Certificates For Payment. All items with
entered values will be
transferred by the Contractor to the Application and Certificate For Payment, and shall
include the latest approved
Change Orders and Construction Change Directives. Change Order values and Construction Change
Directives
values shall be broken down to show the various subcontracts. The Application For Payment
shall be on a form
approved by Owner and Owners lender. Each item shall show its total scheduled value, value of
previous
applications, value of the applications, percentage completed, value completed and value yet
to be completed. All
blanks and columns must be filled in, including every percentage complete figure.
prepared in
such form and
supported by such data to substantiate its accuracy as the Architect may require. This
schedule, unless objected to by
the Architect shall be used as a basis for reviewing the Contractors Applications for
Payment.
AlA
Document A2011997. Copyright
©1911, 1915, 1918, 1925,1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This
AIA
®
Document is protected
BY
U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
31
§ 9.3 APPLICATIONS FOR PAYMENT
§ 9.3.1
At least ten days before the date established for each progress payment, the Contractor
shall submit to the
Architect an itemized Application for Payment for operations completed in accordance with the
schedule of values.
Such application shall be notarized, if required, and supported by such data substantiating the
Contractors right to
payment as the Owner or Architect may require, such as copies of requisitions from
Subcontractors and material
suppliers, and reflecting retainage if provided for in the Contract Documents. Any allowances
included in the
Application for Payment shall be separately itemized with supporting data attached. The
Application for Payment
shall be accompanied by a certification by an officer of Contractor to the effect that:
There are no mechanics materialmens or laborers liens or claims or any other liens or
claims, legal or equitable,
contractual, statutory, or constitutional, outstanding or known to exist at the date of this
Application; all due and
payable bills with respect to the Work have been paid to date or are included in the amount
requested in the current
Application and there is no known basis for the filing of any mechanics, materialmens or
laborers lien or claim or
any other lien or claim, legal or equitable, contractual, statutory, or constitutional on the
Work; and waivers and
releases from all Subcontractors, laborers, and materialmen for Work done and materials
furnished and paid for by
the Owner on the previous Months Application for Payment have been obtained in such form as to
constitute an
effective waiver and release of all such liens and claims under the laws of the state within
which the Project is
located and shall be delivered to Architect together with Contractors waiver and release of
liens and claims for the
current months application at the time of submission of the Application for Payment.
§ 9.3.1.1
As provided in Section 7.3.8, such applications may include requests for payment on
account of changes in
the Work which have been properly authorized by Construction Change Directives, or by interim
determinations of
the Architect, but not yet included in Change Orders.
§ 9.3.1.2
Such applications may not include requests for payment for portions of the Work for
which the Contractor
does not intend to pay to a Subcontractor or material supplier, unless such Work has been
performed by others
whom the Contractor intends to pay.
§ 9.3.2
Subject to the approval of the Owners lender for the Project, Uunless otherwise
provided in the Contract
Documents, payments shall be made on account of materials and equipment delivered and suitably
stored at the site
for subsequent incorporation in the Work within thirty (30) days after such request for
payment. If approved in
advance by the Owner and Owners lender, payment may similarly be made for materials and
equipment suitably
stored off the site at a location agreed upon in writing. Payment for materials and equipment
stored on or off the site
shall be conditioned upon compliance by the Contractor with procedures satisfactory to the
Owner and Owners
lender to establish the Owners title to such materials and equipment or otherwise protect the
Owners and Owners
lenders interest, and shall include the costs of applicable insurance, storage and
transportation to the site for such
materials and equipment stored off the site.
§ 9.3.3
The Contractor warrants that title to all Work covered by an Application for Payment
will pass to the Owner
no later than the time of payment. The Contractor further warrants that upon submittal of an
Application for
Payment all Work for which Certificates for Payment have been previously issued and payments
received from the
Owner shall, to the best of the Contractors knowledge, information and belief, be free and
clear of liens, claims,
security interests or encumbrances in favor of the Contractor, Subcontractors, material
suppliers, or other persons or
entities making a claim by reason of having provided labor, materials and equipment relating to the Work.
9.3.4
Duplicate originals of the periodic Subcontractor and materialmens lien waivers and releases shall remain on
file at the Contractors office for inspection by the Owner or Owners lenders. Duplicate
originals of final lien
waivers and releases shall remain on file at the Contractors office for a period of one (1) year
from the date of final
payment and shall be available for inspection by the Owner or Owners lenders.
9.3.5
When Application for Payment includes materials stored off the project site or stored on the
Project site but
not incorporated in the Work, for which no previous payment has been requested, a complete
description of such
material shall be attached to the application. Suitable storage which is off the Project site
shall be a bonded
warehouse or appropriate storage approved by Owner and Owners lenders with the stored materials
properly tagged
and identifiable for this Project and properly segregated from other materials. The Owners
written approval shall
be obtained before the use of an offsite storage is made. Such approval may be withheld in Owners
sole discretion.
AlA
Document A2011997. Copyright
©1911, 1915, 1918, 1925,1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
32
§ 9.4 CERTIFICATES FOR PAYMENT
§ 9.4.1
The Architect will, within seven days after receipt of the Contractors Application for
Payment, either issue
to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the
Architect determines
is properly due, or notify the Contractor and Owner in writing of the Architects reasons for
withholding
certification in whole or in part as provided in Section 9.5.1.
§ 9.4.2
The issuance of a Certificate for Payment will constitute a representation by the
Architect to the Owner
based on the Architects evaluation of the Work and the data comprising the Application for
Payment, and on all
other information available to the Architect including, without limitation, that the Work has
progressed to the point
indicated and that, to the best of the Architects knowledge, information and belief, the
quality of the Work is in
accordance with the Contract Documents and that all lien waivers and certificates required
under the Contract
Documents have been furnished to the Architect in proper form. The foregoing representations
are subject to
specific qualifications stated by the Architect in the Certificate For Payment.
an evaluation
of the Work for
conformancewith the Contract Documents upon Substantial Completion, to results ofsubsequent
tests and
inspections-, to correction of minor deviations from the Contract Documents prior to completion
and to specific
qualifications expressed by the Architect.
The issuance of a Certificate for Payment will
further constitute a
representation that the Contractor is entitled to payment in the amount certified. However, the
issuance of a
Certificate for Payment will not be a representation that the Architect has
(1) made exhaustive
or continuous on site
inspections to check the quality or quantity of the Work, (2) reviewed construction means,
methods, techniques,
sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and
material suppliers
and other data requested by the-Owner-to-substantiate the Contractors right to payment, or (4)
made examination to
ascertain how or for what purpose the Contractor has used money previously paid on account of
the Contract Sum.
§ 9.5 DECISIONS TO WITHHOLD CERTIFICATION
§ 9.5.1
The Architect may withhold a Certificate for Payment in whole or in part, to the extent
reasonably necessary
to protect the Owner, if in the Architects opinion the representations to the Owner required
by Section 9.4.2 cannot
be made. If the Architect is unable to certify payment in the amount of the Application, the
Architect will notify the
Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree
on a revised
amount, the Architect will promptly issue a Certificate for Payment for the amount for which
the Architect is able to
make such representations to the Owner. The Architect may also withhold a Certificate for
Payment or, because of
subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment
previously issued, to
such extent as may be necessary in the Architects opinion to protect the Owner from loss for
which the Contractor
is responsible, including loss resulting from acts and omissions described in Section 3.3.2,
because of:
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defective Work not remedied;
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third party claims filed or reasonable evidence indicating probable filing
of such claims unless
security acceptable to the Owner is provided by the Contractor;
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failure of the Contractor to make payments properly to Subcontractors or
for labor, materials or
equipment;
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reasonable evidence that the Work cannot be completed for the unpaid balance of the
Contract Sum;
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damage to the Owner or another contractor;
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reasonable evidence that the Work will not be completed within the Contract
Time, or
and
that the
unpaid balance would not be adequate to cover actual or liquidated damages for the
anticipated delay;
or
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persistent failure to carry out the Work in accordance with the Contract Documents.
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§ 9.5.2
When the above reasons for withholding certification are removed, certification will be
made for amounts
previously withheld.
§ 9.6 PROGRESS PAYMENTS
§ 9.6.1
After the Architect has issued a Certificate for Payment, the Owner shall make payment in
the manner and
within the time provided in the Contract Documents, and shall so notify the Architect.
§
9.6.2
The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the
Owner, out of the
amount paid to the Contractor on account of such Subcontractors portion of the Work, the
amount to which said
Subcontractor is entitled, reflecting percentages actually retained from payments to the
Contractor on account of
AlA Document A201-1997. Copyright
©1911, 1915, 1918, 1925,1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for
resale.
User Notes:
33
such Subcontractors portion of the Work. The Contractor shall, by appropriate agreement
with each Subcontractor,
require each Subcontractor to make payments to Sub-subcontractors in a similar manner.
§ 9.6.3
The Architect will, on request, furnish to a Subcontractor, if practicable,
information regarding percentages of
completion or amounts applied for by the Contractor and action taken thereon by the
Architect and Owner on
account of portions of the Work done by such Subcontractor.
§ 9.6.4
Neither the Owner nor Architect shall have an obligation to pay or to see to the
payment of money to a
Subcontractor except as may otherwise be required by law.
§ 9.6.5
Payment to material suppliers shall be treated in a manner similar to that provided
in Sections 9.6.2, 9.6.3 and
9.6.4.
§ 9.6.6
A Certificate for Payment, a progress payment, or partial or entire use or
occupancy of the Project by the
Owner shall not constitute acceptance of Work not in accordance with the Contract
Documents.
§ 9.6.7
Unless the Contractor provides the Owner with a payment bond in the full penal sum
of the Contract Sum,
payments received by the Contractor for Work properly performed by Subcontractors and
suppliers shall be held by
the Contractor for those Subcontractors or suppliers who performed Work or furnished
materials, or both, under
contract with the Contractor for which payment was made by the Owner. Nothing contained
herein shall require
money to be placed in a separate account and not commingled with money of the Contractor,
shall create any
fiduciary liability or tort liability on the part of the Contractor for breach of trust or
shall entitle any person or entity
to an award of punitive damages against the Contractor for breach of the requirements of
this provision.
§ 9.7 FAILURE OF PAYMENT
§
9.7.1
If the Architect does not issue a Certificate for Payment, through no fault of the
Contractor, within seven days
after receipt of the Contractors Application for Payment, or if the Owner does not pay the
Contractor within seven
days after the date established in the Contract Documents the amount certified by the
Architect or awarded by
arbitration, then the Contractor may, upon seven additional days written notice to the
Owner and Architect, stop the
Work until payment of the amount owing has been received. The Contract Time shall be
extended appropriately and
the Contract Sum shall be increased by the amount of the Contractors reasonable costs of
shut-down, delay and
start-up, plus interest as provided for in the Contract Documents.
§ 9.8 SUBSTANTIAL COMPLETION
§
9.8.1
Substantial Completion is the stage in the progress of the Work when the Work or
designated portion thereof
(which the Owner agrees to accept separately) is sufficiently complete in accordance with
the Contract Documents
so that the Owner can occupy or utilize the Work for its intended use. The Work will not be
considered suitable for
Substantial Completion review until all Project systems included in the Work are
operational as designed and
scheduled, all designated or required governmental inspections and certifications required
for occupancy, which may
consist of a temporary or partial certificate of occupancy, have been made and posted, and
designated instruction of
Owners personnel in the operation of system has been completed. In general, the only
remaining Work shall be
minor in nature, so that the Owner or Owners tenants could occupy the building on that
date and the completion of
the Work by the Contractor would not materially interfere or hamper the Owners or Owners
tenants (or those
claiming by, through or under Owner) normal business operations. As a further condition of
Substantial Completion
acceptance, the Contractor shall certify that all remaining Work will be completed within
thirty (30) consecutive
calendar days except those items that are weather-dependent, or as agreed upon in writing
with Owner following the
Date of Substantial Completion.
§ 9.8.2
When the Contractor considers that the Work, or a portion thereof which the Owner
agrees to accept
separately, is substantially complete, the Contractor shall prepare and submit to the
Architect a comprehensive list of
items to be completed or corrected prior to final payment. The Contractor shall proceed
promptly to complete and
correct items on the list. Failure to include an item on such list does not alter the
responsibility of the Contractor to
complete all Work in accordance with the Contract Documents.
§ 9.8.3
Upon receipt of the Contractors list, the Architect will make an inspection to
determine whether the Work or
designated portion thereof (which the Owner agrees to accept separately) is substantially
complete. If the Architects
inspection discloses any item, whether or not included on the Contractors list, which is
not sufficiently complete in
accordance with the Contract Documents so that the Owner can occupy or utilize the Work or
designated portion
AlA
Document A2011997. Copyright
©1911, 1915, 1918, 1925,1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
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Document, or any portion of it, may result in severe civil and criminal penalties,
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No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
34
thereof for its intended use, the Contractor shall, before issuance of the Certificate of
Substantial Completion,
complete or correct such item upon notification by the Architect. In such case, the Contractor
shall then submit a
request for another inspection by the Architect to determine Substantial Completion.
§ 9.8.4
When the Work or designated portion thereof (Which the Owner agrees to accept
separately) is substantially
complete, the Architect will prepare a Certificate of Substantial Completion which shall
establish the date of
Substantial Completion, shall establish responsibilities of the Owner and Contractor for
security, maintenance, heat,
utilities, damage to the Work and insurance, and shall fix the time within which the Contractor
shall finish all items
on the list accompanying the Certificate, Warranties required by the Contract Documents shall
commence on the
date of Substantial Completion of the Work or designated portion thereof (which the Owner
agrees to accept
separately) unless otherwise provided in the Certificate of
Substantial Completion.
§
9.8.5
The Certificate of Substantial Completion shall be submitted to the Owner and
Contractor for their written
acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance (by
both Owner and
Contractor) and consent of surety, if any, the Owner shall make payment of retainage applying
to such Work or
designated portion thereof. Such payment shall be
adjusted
for reduced by 150% of the value
of Work that is
incomplete or not in accordance with the requirements of the Contract Documents. Final
payment of such withheld
sum shall be made upon correction or completion of such Work.
§ 9.9 PARTIAL OCCUPANCY OR USE
§ 9.9.1
The Owner may occupy or use any completed or partially completed portion of the Work at
any stage when
such portion is designated by separate agreement with the Contractor, provided such occupancy
or use is consented
to by the insurer as required under Section 11.4.1.45 and authorized by public authorities
having jurisdiction over
the Work. Such partial occupancy or use may commence whether or not the portion is
substantially complete,
provided the Owner and Contractor have accepted in writing the responsibilities assigned to
each of them for
payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and
insurance, and have
agreed in writing concerning the period for correction of the Work and commencement of
warranties required by the
Contract Documents. When the Contractor considers a portion substantially complete, the
Contractor shall prepare
and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor
to partial occupancy or
use shall not be unreasonably withheld. The stage of the progress of the Work shall be
determined by written
agreement between the Owner and Contractor or, if no agreement is reached, by decision of the
Architect.
§
9.9.2
Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect
shall jointly inspect
the area to be occupied or portion of the Work to be used in order to determine and record the
condition of the
Work.
In the event of Partial Occupancy, the Contractor shall promptly secure endorsement from
its insurance
carrier(s), consent from its surety(ies), if any, and consent from public authorities having
jurisdiction over the Work
permitting Partial Occupancy.
§
9.9.3
Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the
Work shall not
constitute acceptance of Work not complying with the requirements of the Contract Documents.
In the event of
Partial Occupancy before Substantial Completion as provided above, the Contractor shall
cooperate with the Owner
in making available for the Owners use and benefit such building services that may be
operational at the time of
Partial Occupancy such as heating, ventilating, cooling, water, lighting, telephone, elevators
and security for the
portion or portions to be occupied, and if the Work required to furnish such services is not
entirely completed at the
time the Owner desires to occupy the aforesaid portion or portions, the Contractor shall make
every reasonably
effort to complete such Work or make temporary provisions for such Work as soon as possible so
that the
aforementioned building services may be put into operation and use.
9.9.4
In the event of Partial Occupancy prior to Substantial Completion, mutually acceptable
arrangements shall be
made between the Owner and Contractor in respect of the operation and cost of necessary
security, maintenance and
utilities, including heating, ventilating, cooling, water, lighting and telephone services and
elevators. This includes
the cost of extended warranties that the Contractor needs to secure from its subcontractors and
suppliers to cover the
period from Partial Occupancy to Final Occupancy. The Owner shall assume proportionate and
reasonable
responsibility for the cost of the above services. Further, mutually acceptable arrangements
shall be made between
the Owner and Contractor in respect of insurance and damage of the Work. Contractors
acceptance of
arrangements proposed by Owner in respect of such matters shall not be unreasonably withheld,
delayed or
conditioned.
AlA
Document A2011997. Copyright
©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects. All rights reserved. WARNING:
This
AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
35
9.9.5
In each instance, when the Owner elects to exercise its right of Partial Occupancy as
described herein, Owner
will give Contractor and Architect advance written notice of its election to take the portion or
portions involved, and
immediately prior to Partial Occupancy, the Owner, Contractor and Architect shall jointly inspect the area to be
occupied or portion of the Work to be used to determine and record the conditions of the same.
9.9.6
It shall be understood, however, that Partial Occupancy shall not: (1) constitute final acceptance of any Work
(2) relieve the Contractor for responsibility for loss or damage became of or arising out
of defects in, or
malfunctioning of, any Work, material, or equipment, nor from any other unfulfilled obligations or
responsibilities
under the Contract Documents or (3) commence any warranty period other than the extended warranties described in
Section 9.9.4 under the Contract Documents; provided that Contractor shall not be liable for ordinary wear and tear
resulting from such Partial Occupancy.
9.9.7
Subject to the terms and conditions provided herein, if the Contractor claims that delay or additional cost is
involved because of Partial Occupancy by the Owner, Contractor shall make such claim as provided
elsewhere in
the Contract Documents.
§ 9.10 FINAL COMPLETION AND FINAL PAYMENT
§ 9.10.1
Upon receipt of written notice that the Work is ready for final inspection and
acceptance and upon receipt of
a final Application for Payment, the Architect will promptly make such inspection and, when the
Architect finds the
Work acceptable under the Contract Documents and the Contract fully performed, the Architect
will promptly issue
a final Certificate for Payment stating that to the best of the Architects knowledge,
information and belief, and on
the basis of the Architects on-site visits and inspections, the Work has been completed in
accordance with terms
and conditions of the Contract Documents and that the entire balance found to be due the
Contractor and noted in
the final Certificate is due and payable. The Architects final Certificate for Payment will
constitute a further
representation that conditions listed in Section 9.10.2 as precedent to the Contractors being
entitled to final payment
have been fulfilled.
§
9.10.2
Neither final payment nor any remaining retained percentage shall become due until the
Contractor submits
to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other
indebtedness connected
with the Work for which the Owner or the Owners property might be responsible or encumbered
(less amounts
withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that
insurance required by the
Contract Documents to remain in force after final payment is currently in effect and will not
be canceled or allowed
to expire until at least 30 days prior written notice has been given to the Owner, (3) a
written statement satisfactory
to the Owner that the Contractor knows of no substantial reason that the insurance will not be
renewable to cover the
period required by the Contract Documents, (4) consent of surety, if any, to final payment and
(5), if required by the
Owner, other data establishing payment or satisfaction of obligations, such as receipts,
releases and waivers of liens,
claims, security interests or encumbrances arising out of the Contract, to the extent and in
such form as may be
designated by the Owner, and the Owners lender and (6) evidence of compliance with all
requirements of the
Contract Documents and all notices, certificates, affidavits, other requirements to complete
Contractors obligations
under the Contract Documents: including but not limited to (a) instruction of Owners
representatives in the
operation of mechanical, electrical, plumbing and other systems, (b) delivery of keys to Owner
with keying
schedule: (inclusive without limitation of all master, sub-master and special keys), (c)
delivery to Architect of
Contractors General Warranty (as described in Section 3.5) and each written warranty and
assignment thereof
prepared in duplicate, certificates of inspections, and bonds for Architects review and
delivery to Owner, (d) deliver
to Architect of printed or typewritten operating, servicing, maintenance and cleaning
instructions for all Work; parts
lists and special tools for mechanical and electrical Work in approved form, (e) delivery to
the Architect of specific
Project record documents and (f) delivery to Owner of a final Waiver of Liens (AIA) Document
G-706 or other form
satisfactory to Owner submitted simultaneous to Contractors receipt of final payment including
retainage and
punchlist hold backs), covering all Work including that of all Subcontractors, vendors, labor,
materials and services,
executed by an authorized officer and duly notarized. In addition to the foregoing, all other
submissions required by
other articles and paragraphs of the Specifications including final construction schedule shall
be submitted to the
Architect before approval of final payment. If a Subcontractor refuses to furnish a release or
waiver required by the
Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner
against such lien. In
lieu of a bond, Contractor may furnish to the Owner the Contractors indemnification
satisfactory to the Owner or a
title insurance endorsement satisfactory to the Owner to protect against claims of a party
which refuses to furnish a
required release of lien. If such lien remains unsatisfied after payments are made, the
Contractor shall refund to the
AIA
Document A2011997. Copyright
©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by
U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
36
Owner all money that the Owner may be compelled to pay in discharging such lien, including all
costs and
reasonable attorneys fees.
§ 9.10.3
If, after Substantial Completion of the Work, final completion thereof is materially
delayed through no fault
of the Contractor or by issuance of Change Orders affecting final completion, and the Architect
so confirms, the
Owner shall, upon application by the Contractor and certification by the Architect, and without
terminating the
Contract, make payment of the balance due tor that portion of the Work fully completed and
accepted. If the
remaining balance for Work not fully completed or corrected is less than retainage stipulated
in the Contract
Documents, and if bonds have been furnished, the written consent of surety to payment of the
balance due for that
portion of the Work fully completed and accepted shall be submitted by the Contractor to the
Architect prior to
certification of such payment. Such payment shall be made under terms and conditions governing
final payment,
except that it shall not constitute a waiver of claims.
§ 9.10.4
The making of final payment shall constitute a waiver of Claims by the Owner except
those arising from:
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liens, Claims, security interests or encumbrances arising out of the Contract and
unsettled;
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failure of the Work to comply with the requirements of the Contract Documents; or
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terms of special warranties required by the Contract Documents.
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§ 9.10.5
Acceptance of final payment by the Contractor, a Subcontractor or material supplier
shall constitute a
waiver of claims by that payee except those previously made in writing and identified by that
payee as unsettled on
payees final Application for Payment. Such waiver shall be in addition to the waiver described
in Section 9.10.4.
at
the time of final Application for Payment.
ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY
§ 10.1 SAFETY PRECAUTIONS AND PROGRAMS
§ 10.1.1
The Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and
programs in connection with the performance of the Contract.
§ 10.2 SAFETY OF PERSONS AND PROPERTY
§ 10.2.1
The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable protection to
prevent damage, injury or loss to:
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employees on the Work and other persons who may be affected thereby;
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the Work and materials and equipment to be incorporated therein, whether in
storage on or off the
site, under care, custody or control of the Contractor or the Contractors
Subcontractors or Sub-subcontractors; and
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other property at the site or adjacent thereto, such as trees, shrubs,
lawns, walks, pavements,
roadways, structures and utilities not designated for removal, relocation or
replacement in the course
of construction.
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§ 10.2.2
The Contractor shall give notices and comply with applicable laws, ordinances, rules,
regulations and lawful
orders of public authorities bearing on safety of persons or property or their protection from
damage, injury or loss.
Contractor shall provide all facilities and shall follow all procedures required by the
Occupational Safety and Health
Act (OSHA) including, but not limited to providing and posting all required posters and
notices and shall otherwise
be responsible for all mandatory safety laws.
§ 10.2.3
The Contractor shall erect and maintain, as required by existing conditions and
performance of the Contract,
reasonable safeguards for safety and protection, including posting danger signs and other
warnings against hazards,
promulgating safety regulations and notifying owners and users of adjacent sites and
utilities.
§ 10.2.4
When use or storage of explosives or other hazardous materials or equipment or
unusual methods are
necessary for execution of the Work, the Contractor shall exercise utmost care and carry on
such activities under
supervision of properly qualified personnel.
§ 10.2.5
The Contractor shall promptly remedy damage and loss (other than damage or loss
insured under property
insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 and
10.2.1.3 caused in
whole or in part by the Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly
or indirectly employed
by any of them, or by anyone for whose acts they may be liable and for which the Contractor is
responsible under
AIA
Document A2011997. Copyright
© 1911, 1915, 1918,
1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This
AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
37
Sections 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts or omissions of the
Owner or Architect or
anyone directly or indirectly employed by either of them, or by anyone for whose acts either
of them may be liable,
and not attributable to the fault or negligence of the Contractor. The foregoing obligations
of the Contractor are in
addition to the Contractors obligations under Section 3.18.
§
10.2.6
The Contractor shall designate a responsible member of the
Contractors organization
at the site whose duty
shall be the prevention of accidents. This person shall be the Contractors superintendent
unless otherwise
designated by the Contractor in writing to the Owner and Architect.
§
10.2.7
The Contractor shall not load or permit any pan of the construction or site to be
loaded so as to endanger its
safety.
§ 10.3 HAZARDOUS MATERIALS
§ 10.3.1
If reasonable precautions will be inadequate to prevent foreseeable bodily injury or
death to persons
resulting from a material or substance, including but not limited to asbestos or
polychlorinated biphenyl (PCB),
encountered on the site by the Contractor, the Contractor shall, upon recognizing the
condition, immediately stop
Work in the affected area and report the condition to the Owner and Architect in writing.
§
10.3.2
The Owner shall obtain the services of a licensed laboratory to verify the presence
or absence of the material
or substance reported by the Contractor and, in the event such material or substance is found
to be present, to verify
that it has been rendered harmless. Unless otherwise required by the Contract Documents, the
Owner shall furnish in
writing to the Contractor and Architect the names and qualifications of persons or entities
who are to perform tests
verifying the presence or absence of such material or substance or who are to perform the task
of removal or safe
containment of such material or substance. The Contractor and the Architect will promptly
reply to the Owner in
writing stating whether or not either has reasonable objection to the persons or entities
proposed by the Owner. If
either the Contractor or Architect has an objection to a person or entity proposed by the
Owner, the Owner shall
propose another to whom the Contractor and the Architect have no reasonable objection. When
the material or
substance has been rendered harmless, Work in the affected area shall resume upon written
agreement of the Owner
and Contractor. The Contract Time shall be extended appropriately and the Contract Sum shall
be increased in the
amount of the Contractors reasonable additional costs of shut-down, delay and start-up, which
adjustments shall be
accomplished as provided in Article 7
.
§ 10.3.3
To the fullest extent permitted by law, the Owner shall indemnify and hold harmless
the Contractor,
Subcontractors, Architect, Architects consultants and agents and employees of any of them
from and against
claims, damages, losses and expenses, including but not limited to attorneys fees, arising
out of or resulting from
performance of the Work in the affected area if in fact the material or substance presents the
risk of bodily injury or
death as described in Section 10.3.1 and has not been rendered harmless, provided that such
claim, damage, loss or
expense is attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property
(other than the Work itself) and provided that such damage, loss or expense is not due to the
sole negligence of a
party seeking indemnity.
§ 10.4
The Owner shall not be responsible under Section 10.3 for materials and substances
brought or deposited to
the site by the Contractor unless such materials or substances were required by the Contract
Documents. To the
fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner
and agents and
employees of the Owner from and against claims, damages, losses and expenses, including but
not limited to
attorneys fees, arising out of or resulting from performance of the Work in the affected area
if in fact the material or
substance was brought onto the work site by the Contractor or deposited on the work site by
the Contractor or
anyone under contract with the Contractor, except for such materials or substances required by
the Contract
Documents, and such material or substance presents the risk of bodily injury or death as
described in Section 10.3.1
or causes the Owner or the work site to be subject to any remediation obligations with regard
to any applicable state
or federal laws, rules, or regulations relating to hazardous materials, including but not
limited to those as defined in
Section 10.3.1 above.
§ 10.5
If, without negligence on the part of the Contractor, the Contractor is held liable for
the cost of remediation of
a hazardous material or substance solely by reason of performing Work as required by the
Contract Documents, the
Owner shall indemnity the Contractor for all cost and expense thereby incurred.
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by
U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
38
§ 10.6 EMERGENCIES
§ 10.6.1
In an emergency affecting safety of persons or property, the Contractor shall act, at
the Contractors
discretion, to prevent threatened damage, injury or loss. Additional compensation or extension
of time claimed by
the Contractor on account of an emergency shall be determined as provided in Section 4.3,
Section 8.3 and Article 7.
ARTICLE 11 INSURANCE AND BONDS
§
11.1 CONTRACTORS LIABILITY INSURANCE
§ 11.1.1
The Contractor shall purchase from and maintain in a company or companies lawfully
authorized to do
business in the jurisdiction in which the Project is located such insurance as will protect the
Contractor from claims
set forth below which may arise out of or result from the Contractors operations under the
Contract and for which
the Contractor may be legally liable, whether such operations be by the Contractor or by a
Subcontractor or by
anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may
be liable:
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claims under workers compensation, disability benefit and other similar employee
benefit acts which
are applicable to the Work to be performed;
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claims for damages because of bodily injury, occupational sickness or disease, or
death of the
Contractors employees;
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claims for damages because of bodily injury, sickness or disease, or death of any
person other than
the Contractors employees;
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claims for damages insured by usual personal injury liability coverage;
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claims for damages, other than to the Work itself, because of injury to or
destruction of tangible
property, including loss of use resulting therefrom;
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claims for damages because of bodily injury, death of a person or property damage
arising out of
ownership, maintenance or use of a motor vehicle;
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claims for bodily injury or property damage arising out of completed operations; and
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claims involving contractual liability insurance applicable to the Contractors
obligations under
Section 3.18.
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§ 11.1.2
The insurance required by Section 11.1.1 shall be written for not less than limits of
liability specified in the
Contract Documents or required by law, whichever coverage is greater. Coverages, whether
written on an
occurrence or claims-made basis, shall be maintained without interruption from date of
commencement of the Work
until date of final payment and termination of any coverage required to be maintained after
final payment.
§ 11.1.3
Certificates of insurance acceptable to the Owner shall be filed with the Owner prior
to commencement of
the Work. These certificates and the insurance policies required by this Section 11.1 shall
contain a provision that
coverages afforded under the policies will not be canceled or allowed to expire until at least
30 days prior written
notice has been given to the Owner. If any of the foregoing insurance coverages are required to
remain in force after
final payment and are reasonably available, an additional certificate evidencing continuation
of such coverage shall
be submitted with the final Application for Payment as required by Section 9.10.2. Information
concerning reduction
of coverage on account of revised limits or claims paid under the General Aggregate, or both,
shall be furnished by
the Contractor with reasonable promptness in accordance with the Contractors information and
belief.
§ 11.2 OWNERS LIABILITY INSURANCE
§
11.2.1
The Owner shall be responsible for purchasing and maintaining its own liability
insurance and, at its option,
may purchase and maintain such insurance as will protect it against claims which may arise from
operations under
the Contract.
the Owners usual liability insurance.
§ 11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE
§ 11.3.1
Optionally, the Owner may require the Contractor to purchase and maintain Project
Management Protective
Liability insurance from the Contractors usual sources as primary coverage for the Owners,
Contractors and
Architects vicarious liability for construction operations under the Contract. Unless
otherwise required by the
Contract Documents, the Owner shall reimburse the Contractor by increasing the Contract Sum to
pay the cost of
purchasing and maintaining such optional insurance coverage, and the Contractor shall not be
responsible for
purchasing any other liability insurance on behalf of the Owner. The minimum limits of
liability purchased with
such coverage shall be equal to the aggregate of the limits required for Contractors Liability
Insurance under
Sections 11.1.1.2 through 11.1.1.5.
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
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No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
39
§ 11.3.2
To the extent damages are covered by Project Management Protective Liability insurance,
the Owner,
Contractor and Architect waive all rights against each other for damages, except such rights as
they may have to the
proceeds of such insurance. The policy shall provide for such waivers of subrogation by
endorsement or otherwise.
§
11.3.3
The Owner shall not require the Contractor to include the Owner, Architect or other
persons or entities as
additional insureds on the Contractors Liability Insurance coverage under Section 11.1.
§ 11.4 PROPERTY INSURANCE
§ 11.4.1
Unless otherwise provided, the
Owner
Contractor
shall purchase and maintain,
in a company or companies
lawfully authorized to do business in the jurisdiction in which the Project is located,
property insurance written on a
builders risk all-risk or equivalent policy form in the amount of the initial Contract Sum,
plus value of subsequent
Contract modifications and cost of materials supplied or installed by others, comprising total
value for the entire
Project at the site on a replacement cost basis
without optional deductibles.
Such property
insurance shall be
maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing
by all persons and
entities who are beneficiaries of such insurance, until final payment has been made as provided
in Section 9.10 or
until no person or entity other than the Owner has an insurable interest in the property
required by this Section 11.4
to be covered, whichever is later. This insurance shall include interests of the Owner, the
Contractor, Subcontractors
and Sub-subcontractors in the Project.
§ 11.4.1.1
Properly insurance shall be on an all-risk or equivalent policy form and shall
include, without limitation,
insurance against the perils of fire (with extended coverage) and physical loss or damage
including, without
duplication of coverage, theft, vandalism, malicious mischief, collapse,
earthquake, flood,
windstorm, falsework,
testing and startup, temporary buildings and debris removal including demolition occasioned by
enforcement of any
applicable legal requirements, and shall cover reasonable compensation for Architects and
Contractors services
and expenses required as a result of such insured loss.
§ 11.4.1.2
If the Owner does not intend to
purchase such property insurance required by the
Contract and with all of
the coverages in the amount described above, the Owner shall so inform theContractor in
writing prior to
commencement of the Work. The Contract may then effect insurance which will protect the
interests of the
Contractor, Subcontractors and Sub subcontractors in the Work, and by appropriate Change Order
the cost thereof
shall be charged to the Owner If the Contractor is damaged by the failure or neglect of the
Owner to purchase or
maintain insurance as described above, without so notifying the Contractor in writing, then the
Owner-shall bear all
reasonable costs properly attributable thereto.
§
11.4.1.23
If the property insurance requires deductible, the Owner shall pay costs not
covered because of such
deductibles.
§
11.4.1.34
This property insurance shall cover portions of the Work stored off the site, and
also portions of the Work
in transit.
§ 11.4.1.45
Partial occupancy or use in accordance with Section 9.9 shall not commence until
the insurance company
or companies providing property insurance have consented to such partial occupancy or use by
endorsement or
otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the
insurance company or
companies and shall, without mutual written consent, take no action with respect to partial
occupancy or use that
would cause cancellation, lapse or reduction of insurance.
§ 11.4.2
Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and
machinery insurance
required by the Contract Documents or by law, which shall specifically cover such insured
objects during
installation and until final acceptance by the Owner; this insurance shall include interests
of the Owner, Contractor,
Subcontractors and Sub-subcontractors in the Work, and the Owner and Contractor shall be named
insureds.
§ 11.4.3
Loss of Use Insurance. The Owner, at the Owners option, may purchase and maintain
such insurance as
will insure the Owner against loss of use of the Owners property due to fire or other
hazards, however caused. The
Owner waives all rights of action against the Contractor for loss of use of the Owners
property, including
consequential losses due to fire or other hazards however caused.
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
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Unauthorized reproduction or distribution of this
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®
Document, or any portion of it, may result in severe civil and criminal penalties,
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User Notes:
40
§ 11.4.4
If the
Contractor
Owner
requests in writing that insurance for risks other
than those described herein or other
special causes of loss be included in the property insurance policy, the
Owner
Contractor
shall, if possible, include
such insurance, and the cost thereof shall be charged to the
Contractor
Owner
by
appropriate Change Order.
§ 11.4.5
If during the Project construction period the Owner insures properties, real or
personal or both, at or adjacent
to the site by property insurance under policies separate from those insuring the Project, or
if after final payment
property insurance is to be provided on the completed Project through a policy or policies
other than those insuring
the Project during the construction period, the Owner shall waive all rights in accordance
with the terms of Section
11.4.7 for damages caused by fire or other causes of loss covered by this separate property
insurance. All separate
policies shall provide this waiver of subrogation by endorsement or otherwise.
§ 11.4.6
Before an exposure to loss may occur, the
Owner
Contractor
shall file with
the
Contractor a copy of
Owner
an insurance certificate for
each policy that includes insurance coverages required
by this Section 11.4. Each policy
shall contain all generally applicable conditions, definitions, exclusions and endorsements
related to this Project.
Each policy shall contain a provision that the policy will not be canceled or allowed to
expire, and that its limits will
not be reduced, until at least 30 days prior written notice has been given to the
Contractor.
§ 11.4.7
Waivers of Subrogation. The
Owner and Contractor waive all rights against (1) each
other and any of their
subcontractors, sub-subcontractors, agents and employees, each of the other, and (2) the
Architect, Architects
consultants, separate contractors described in Article 6, if any, and any of their
subcontractors, sub-subcontractors,
agents and employees, for damages caused by fire or other causes of loss to the extent
covered by property insurance
obtained pursuant to this Section 11.4 or other property insurance applicable to the Work,
except such rights as they
have to proceeds of such insurance held by the
Owner
Contractor
as fiduciary. The
Owner or Contractor, as
appropriate, shall require of the Architect, Architects consultants, separate contractors
described in Article 6, if any,
and the subcontractors, sub-subcontractors, agents and employees of any of them, by
appropriate agreements,
written where legally required for validity, similar waivers each in favor of other parties
enumerated herein. The
policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of
subrogation shall be
effective as to a person or entity even though that person or entity would otherwise have a
duty of indemnification,
contractual or otherwise, did not pay the insurance premium directly or indirectly, and
whether or not the person or
entity had an insurable interest in the property damaged.
§ 11.4.8
A loss insured under
Owners
Contractors
property insurance shall be
adjusted by the
Owner
Contractor
as
fiduciary and made payable to the
Owner
Contractor
as fiduciary for the insureds, as
their interests may appear,
subject to requirements of any applicable mortgagee clause and of
Section 11.4.10. The
Contractor shall pay
Subcontractors their just shares of insurance proceeds received by the Contractor, and by
appropriate agreements,
written where legally required for validity, shall require Subcontractors to make payments to
their Sub-subcontractors in similar manner.
§ 11.4.9
If required in writing by a party in interest, the
Owner
Contractor
as
fiduciary shall, upon occurrence of an
insured loss, give bond for proper performance of the
Owners
Contractors
duties. The
cost of required bonds shall
be charged against proceeds received as fiduciary. The
Owner
Contractor
shall deposit
in a separate account
proceeds so received, which the
Contractor
Owner
shall distribute in
accordance with such agreement as the parties
in interest may reach, or in accordance with an arbitration award in which, case the procedure
shall be as provided in
Section 4.6. If after such loss no other special agreement is made and unless the Owner
terminates the Contract for
convenience, replacement of damaged property shall be performed by the Contractor after
notification of a Change
in the Work in accordance with Article 7.
§ 11.4.10
The
Owner
Contractor
as fiduciary shall have power to adjust and settle a
loss with insurers
unless one of
the parties in interest shall object in writing within five days after occurrence of loss to
the Owners exercise the
power; if such-objection is made, the dispute shall be resolved as provided in Sections 4.5
and 4.6. The
Owner
Contractor
as fiduciary shall, in the case of arbitration, make settlement with
insurers in accordance with directions
of the arbitrators. If distribution of insurance proceeds by arbitration is required, the
arbitrators will direct such
distribution.
§ 11.5 PERFORMANCE BOND AND PAYMENT BOND
§ 11.5.1
If requested by Owner, Contractor shall obtain, and shall require each Subcontractor
designated by Owner to
obtain, a Performance Bond and Labor and Material Payment Bond in the amount of 100% of
the applicable
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
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Unauthorized reproduction or distribution of this
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®
Document, or any portion of it, may result in severe civil and criminal penalties,
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No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
41
Contract Sum. Contractor shall deliver its require bonds not later than the date of execution
of the Agreement and
deliver the required Subcontractor bonds to Owner not later than the date of execution of the
subcontract with any
such Subcontractor or if the Work is commenced prior thereto in response thereto to a notice to
proceed, the
Contractor shall, prior to commencement of the Work, submit evidence satisfactory to Owner that
such bonds will
be issued.
The Owner shall have the-right to require the Contractor to furnish-bends covering
faithful performance of
the Contract and payment of obligations arising thereunder as stipulated in bidding
requirements or specifically
required in the Contract Documents on the date of execution of the Contract.
§ 11.5.2
The bonds shall in all respects conform to the requirements of the law of the state in
which the Project is
located and shall (1) name as obligees: the Owner, Owners partners and affiliates, any
lender(s) of Owner secured
in whole or in part by a lien on the Project, and the title insurance company(ies) which
has(have) issued title policies
to Owner or its lender(s), (2) be in a form and be issued by a licensed surety satisfactory to
Owner, (3) be in an
amount equal to 100% of the applicable Contract Sum and (4) be automatically increased in the
amount of any
additive Change Orders and Construction Change Directives signed by Owner upon thirty (30)
days notice to the
issuing surety.
Upon the request of any person or entity appearing to bo a potential
beneficiary of bonds covering
payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy
of the bonds or shall
permit a copy to be made.
11.5.3
The premium for bonds required above shall be paid by Owner.
ARTICLE 12 UNCOVERING AND CORRECTION OF WORK
§ 12.1 UNCOVERING OF WORK
§ 12.1.1
If a portion of the Work is covered contrary to the Architects request or to requirements
specifically
expressed in the Contract Documents, it must, if required in writing by the Architect, be uncovered
for the
Architects examination and be replaced at the Contractors expense without change in the Contract
Time or
Contract Sum.
§
12.1.2
If a portion of the Work has been covered which the Architect has not specifically
requested to examine
prior to its being covered, the Architect may request to see such Work and it shall be
uncovered by the Contractor. If
such Work is in accordance with the Contract Documents, costs of uncovering and replacement
shall, by appropriate
Change Order, be at the Owners expense. If such Work is not in accordance with the Contract
Documents,
correction shall be at the Contractors expense unless the condition was caused by the Owner or
a separate
contractor in which event the Owner shall be responsible for payment of such costs.
§ 12.2 CORRECTION OF WORK
§ 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION
§12.2.1.1
The Contractor shall promptly correct Work rejected by the Architect or failing to
conform to the
requirements of the Contract Documents, whether discovered before or after Substantial Completion
and whether or
not fabricated, installed or completed. Costs of correcting such rejected Work, including
additional testing and
inspections and compensation for the Architects services and expenses made necessary thereby,
shall be at the
Contractors expense.
§ 12.2.2 AFTER SUBSTANTIAL COMPLETION
§12.2.2.1
In addition to the Contractors
obligations under Section 3.5, if, within one year
after the date of
Substantial Completion of the entire Work (unless otherwise provided in any Certificates of
partial Substantial
Completion approved by the parties), or within such longer period of time as may be prescribed
by law or in equity,
or designated portion thereof or after the date for commencement of warranties established
under Section 9.9.1, or
by terms of an applicable special warranty required by the Contract Documents, any of the Work
is found to be
defective or otherwise not in accordance with the requirements of the Contract Documents, the
Contractor shall
correct it promptly after receipt of written notice from the Owner to do so unless the Owner
has previously given the
Contractor a written acceptance of such condition. The Owner shall give such notice promptly
after discovery of the
condition. During the one-year period for correction of Work, if the Owner fails to notify the
Contractor and give the
Contractor an opportunity to make the correction, the Owner waives the rights to require
correction by the
Contractor and to make a claim for breach of warranty. If the Contractor fails to correct
nonconforming Work within
a reasonable time during that period after receipt of notice from the Owner or Architect, the
Owner may correct it in
accordance with Section 2.4.
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by
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Unauthorized reproduction or distribution of this
AIA
®
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No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
42
§ 12.2.2.2
The one-year period for correction of Work shall be extended with respect to
portions of Work first
performed after Substantial Completion by the period of time between Substantial Completion
and the actual
performance of the Work.
§
12.2.2.3
The one-year period for correction of Work shall not be extended by corrective
Work performed by the
Contractor pursuant to this Section 12.2. Corrective Work first performed after Substantial
Completion shall be
warranted to be free from defects for a period equal to the longer of six (6) months after
the completion of the
corrective Work or one (1) year after the Date of Substantial
Completion. Any defect in such
corrective Work shall
be corrected again by Contractor promptly upon notice of the defect
from the Owner. This
obligation shall survive
acceptance of the Work under the Contract.
§12.2.3
The Contractor shall remove from the site portions of the Work which are defective
or otherwise not in
accordance with the requirements of the Contract Documents and are neither corrected by the
Contractor nor
accepted by the Owner.
§ 12.2.4
The Contractor shall bear the cost of correcting destroyed or damaged
construction, whether completed or
partially completed, of the Owner or separate contractors caused in whole or in part by the
Contractors correction or
removal of Work which is defective or otherwise not in accordance with the requirements of
the Contract
Documents.
§ 12.2.5
Nothing contained in this Section 12.2 shall be construed to establish a period of
limitation with respect to
other obligations which the Contractor might have under the Contract Documents or under law
or in equity.
Establishment of the one-year period for correction of Work as described in Section 12.2.2
relates only to the
specific obligation of the Contractor to correct the Work, and has no relationship to the
time within which the
obligation to comply with the Contract Documents may be sought to be enforced, nor to the
time within which
proceedings may be commenced to establish the Contractors liability with respect to the
Contractors obligations
other than specifically to correct the Work.
§ 12.3 ACCEPTANCE OF NONCONFORMING WORK
§ 12.3.1
If the Owner prefers to accept Work which is defective or otherwise not in
accordance with the requirements
of the Contract Documents, the Owner may do so instead of requiring its removal and
correction, in which case the
Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be
effected whether or not final
payment has been made.
ARTICLE 13 MISCELLANEOUS PROVISIONS
§13.1 GOVERNING LAW
§
13.1.1
The Contract shall be governed by the law of the place where the Project is located.
§ 13.2 SUCCESSORS AND ASSIGNS
§ 13.2.1
The Owner and Contractor respectively bind themselves, their partners, successors,
assigns and legal
representatives to the other party hereto and to partners, successors, assigns and legal
representatives of such other
party in respect to covenants, agreements and obligations contained in the Contract
Documents. Except as provided
in Section 13.2.2, neither party to the Contract shall assign the Contract as a whole
without written consent of the
other. If either party attempts to make such an assignment without such consent, that party
shall nevertheless remain
legally responsible for all obligations under the Contract.
§ 13.22
The Owner may, without consent of the Contractor, assign the Contract to an
institutional lender providing
construction financing for the Project. In such event, the lender shall assume the Owners
rights and obligations
under the Contract Documents. The Contractor shall execute all consents reasonably required
to facilitate such
assignment.
The Contractor shall comply with all reasonable requests from the Owners
lender; however, consent or
approval must not require the Contractor to subordinate its lien rights; must not
increase the scope of the
Contractors obligations under this Contract, must not decrease the scope of the
Contractors rights under this Contract and must be consistent with lending practices typical of institutional lenders
for commercial real estate development in the metropolitan Chicago area
.
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by
U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
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User Notes:
43
§ 13.3 WRITTEN NOTICE
§ 13.3.1
All notices to be given hereunder shall be in writing, and may be given, served or
made by depositing the
same in the United States mail addressed to the authorized representative (as specified in
Section 13.3.2 hereof) of
the party to be notified, postpaid and registered or certified with return receipt required
or by delivering the same in
person to the said authorized representative of such party. Notice deposited in the mail in
accordance with the
provisions hereof shall be effective unless otherwise required in the Agreement from and
after the fourth day next
following the date postmarked on the envelope containing such notice, or when actually
received, whichever is
earlier. Notice given in any other manner shall be effective only if and when received by
the party to be notified.
All notices to be given to the parties hereto shall be sent to or made at the addresses set
forth hereinbelow. By
giving the other parties at least seven (7) days written notice thereof, the parties
hereto shall have the right to
change their respective addresses and specify as their respective addresses for the
purposes hereof any other address
in the United States of America.
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Address of Owner:
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John B. Sanfilippo & Son, Inc.
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2299 Busse Road
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Elk Grove Village, Illinois 60007
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Fax: (847) 593-9608
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Email: cnicketta@jbssinc.com
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.2
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Address of Contractor:
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McShane Construction Corporation
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9550 West Higgins Road, Suite 200
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Rosemont, Illinois 60018
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Fax: (847) 292-4310
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Email:
mtritschler@meshane.com
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Address of Architect:
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Heitman Architects
|
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555 Pierce Road, Suite 105
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Itasca. Illinois 60143
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Fax: (630) 773-3599
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Email: karl@heitmanarchitects.com
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Written notice shall be deemed to have been duly served if delivered in person to the individual or
a member of the
firm or entity or to an officer of the corporation for which it was intended, or if delivered at or
sent by registered or
certified mail to the last business address known to the party giving notice:
13.3.2
The parties hereby designate and appoint the following persons, whose addresses are
designated in Section
13.3.1 hereof, as their representatives, respectively, to receive all notice and
communications hereunder and, to the
extent of their obligations hereunder, to act for them in all respects:
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For Owner:
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Chuck Nicketta
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Vice President of Manufacturing
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For Contractor:
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Mark Tritschler
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Executive President
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.3
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For Architect:
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Karl Heitman
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President
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§ 13.4 RIGHTS AND REMEDIES
§ 13.4.1
Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder
shall be in addition to and not a limitation of duties, obligations, rights and remedies
otherwise imposed or available
by law.
§ 13.4.2
No action or failure to act by the Owner, Architect or Contractor shall constitute
a waiver of a right or duty
afforded them under the Contract, nor shall such action or failure to act constitute
approval of or acquiescence in a
breach thereunder, except as may be specifically agreed in writing.
AIA
Document A2011997. Copyright
© 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by
U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
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No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
44
§ 13.5 TESTS AND INSPECTIONS
§ 13.5.1
Tests, inspections and approvals of portions of the Work required by the Contract
Documents or by laws,
ordinances, rules, regulations or orders of public authorities having jurisdiction shall be
made at an appropriate time.
Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections
and approvals with an
independent testing laboratory or entity acceptable to the Owner, or with the appropriate
public authority, and shall
bear all related costs of tests, inspections and approvals. The Contractor shall give the
Architect and Owner timely
notice of when and where tests and inspections are to be made so that the Architect and Owner
may be present for
such procedures.
The Owner shall bear costs of tests, inspections or approvals which not become
requirements
until after bids are received or negotiations concluded.
The Architect, Owner, and Contractor
shall be afforded a
reasonable opportunity to attend, observe, and witness all inspections and tests of the Work.
The Architect or
Owner may at any time request and receive from Contractor satisfactory evidence that materials,
supplies, or
equipment are in conformance with the Contract Documents. The conduct of any inspection or test
and the receipt
of any approval shall not operate to relieve the Contractor from its obligations under the
Contract Documents unless
specifically so stated by Owner in writing.
§ 13.5.2
If the Architect, Owner or public authorities having jurisdiction determine that
portions of the Work require
additional testing, inspection or approval not included under
Section 13.5.1, the Architect
will, upon written
authorization from the Owner, instruct the Contractor to make arrangements for such additional
testing, inspection
or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice
to the Architect and
Owner of when and where tests and inspections are to be made so that the Architect and Owner
may be present for
such procedures. Such costs, except as provided in Section 13.5.3, shall be at the Owners
expense.
§ 13.5.3
If such procedures for testing, inspection or approval under Sections 13.5.1 and
13.5.2 reveal failure of the
portions of the Work to comply with requirements established by the Contract Documents, or
reveal faulty or
otherwise defective Work, or if the necessity of any such testing, inspection or approval
procedures arises out of the
fault, neglect or omission of Contractor, the Contractor shall bear all costs of such testing,
inspection, and approval
procedures and all other costs made necessary by Contractors failures, including, without
limitation, those costs of
repeated and additional procedures and compensation for the Architects services and consultant
fees and expenses.
Such costs shall be paid by Contractor within thirty (30) days receipt of invoice from Owner
with supporting data
attached
all costs made necessary by such failure including
those of repeated procedures and
compensation for the
Architects services and expenses shall be at the Contractors expense.
§ 13.5.4
Required certificates of testing, inspection or approval shall, unless otherwise
required by the Contract
Documents, be secured by the Contractor and promptly delivered to the Architect.
§13.5.5
If the Architect is to observe tests, inspections or approvals required by the Contract
Documents, the
Architect will do so promptly and, where practicable, at the normal place of testing.
§13.5.6
Tests or inspections conducted pursuant to the Contract Documents shall be made
promptly to avoid
unreasonable delay in the Work.
§ 13.6 INTEREST
§ 13.6.1
Payments due and unpaid under the Contract Documents shall bear interest from the date
payment is due at
such rate as the parties may agree upon in writing or, in the absence thereof, at the prime
rate plus 2% announced as
charged by the Citibank, N.A., New York, New York, to its best large commercial borrowers for
ninety (90) days
unsecured loans while said amount is unpaid; provided, however, that amounts controverted in
good faith shall not
bear interest until and unless determined in the first instance to be due by the Architect (if
the matter is referred to
the Architect for initial decision) as provide under Article 4 hereof. In no event shall any
interest be due and
payable by Owner to Contractor, any Subcontractor or any other party on any of the sums
properly retained by
Owner pursuant to any of the terms or provisions of any of the Contract Documents.
at the legal
rate prevailing from
time to time at the place where the Project is located.
§ 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD
§
13.7.1
As between the Owner and Contractor:
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.1
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Before Substantial Completion. As to acts or failures to act occurring
prior to the relevant date of
Substantial Completion, any applicable statute of limitations shall commence to run and
any alleged
|
AIA
Document A2011997. Copyright
©1911, 1915, 1918,
1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
By U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
45
|
|
|
|
|
cause of action shall be deemed to have accrued in any and all events not later
than such date of
Substantial Completion;
|
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|
.2
|
|
Between Substantial Completion and Final Certificate for Payment. As to
acts or failures to act
occurring subsequent to the relevant date of Substantial Completion and prior to
issuance of the final
Certificate for Payment, any applicable statute of limitations shall commence to
run and any alleged
cause of action shall be deemed to have accrued in any and all events not later
than the date of
issuance of the final Certificate for Payment; and
|
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|
.3
|
|
After Final Certificate for Payment. As to acts or failures to act
occurring after the relevant date of
issuance of the final Certificate for Payment, any applicable statute of
limitations shall commence to
run and any alleged cause of action shall be deemed to have accrued in any and all
events not later
than the date of any act or failure to act by the Contractor pursuant to any
Warranty provided under
Section 3.5, the date of any correction of the Work or failure to correct the Work
by the Contractor
under Section 12.2, or the date of actual commission of any other act or failure
to perform any duty or
obligation by the Contractor or Owner, whichever occurs last.
|
13.8 VALUE ENGINEERING
13.8.1
Contractor agrees to make periodic review of design documents, as furnished to
Contractor by Owner or
Owners consultant(s), and to advise Owner if design details, concepts, or scope of Work have
materially changed
the Estimated Contract Sum or the schedule prior to completion of Contract Documents. If such
material change in
the design documents occurs, the Contractor, in addition to promptly notifying the Owner of
the nature of such time
and cost change, shall promptly participate in value engineering meetings with Owner and
Owners consultant(s) to
review, refine, and rework the design documents to bring the Work back to the time and cost
stated in the
Agreement.
ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT
§ 14.1 TERMINATION BY THE CONTRACTOR
§ 14.1.1
The Contractor may terminate the Contract if the Work is stopped for a period of 30
consecutive days
through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents
or employees or any
other persons or entities performing portions of the Work under direct or indirect contract with
the Contractor, for
any of the following reasons:
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.1
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issuance of an order of a court or other public authority having jurisdiction
which requires all Work to
be stopped
;
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.2
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an act of government, such as a declaration of national emergency making
material unavailable or
which requires all Work to be stopped;
|
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.
3
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because the Architect has not issued a Certificate for Payment and has
not notified the Contractor of
the reason for withholding certification as provided in
Section 9.4.1, or because
the Owner has not
made payment on a Certificate for Payment (without cause) within the time stated
in the Contract
Documents; or
|
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.4
|
|
the Owner has failed to furnish to the Contractor promptly, upon the
Contractors request, reasonable
evidence as required by Section 2.2.1.
|
§ 14.1.2
The Contractor may terminate the Contract if, through no act or fault of the
Contractor or a Subcontractor,
Sub-subcontractor or their agents or employees or any other persons or entities performing
portions of the Work
under direct or indirect contract with the Contractor, repeated suspensions, delays or
interruptions of the entire Work
by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of
the total number of
days scheduled for completion, or 120 days in any 365-day period, whichever is less.
§ 14.1.3
If one of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor
may, upon seven days
written notice to the Owner and Architect, terminate the Contract and recover from the Owner
payment for Work
executed and for proven loss with respect to materials, equipment, tools, and construction
equipment and machinery,
including reasonable overhead, profit and damages.
§ 14.1.4
If the Work is stopped for a period of 60 consecutive days through no act or fault of
the Contractor or a
Subcontractor or their agents or employees or any other persons performing portions of the
Work under contract
with the Contractor because the Owner has persistently failed to fulfill the Owners
obligations under the Contract
Documents with respect to matters important to the progress of the Work, the Contractor may,
upon seven additional
AlA
Document A2011997. Copyright
©1911, 1915, 1918,
1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
46
days written notice to the Owner and the Architect, terminate the Contract and recover
from the Owner as provided
in Section 14.1.3.
14.1.5
The Owner shall not be responsible for damages for loss of anticipated profits on Work not
performed on
account of any termination described in Sections 14.1.1, 14.1.2, 14.1.3 and 14.1.4.
§ 14.2 TERMINATION BY THE OWNER FOR CAUSE
§ 14.2.1
The Owner may terminate the Contract if the Contractor:
|
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.1
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persistently or
repeatedly
rRefuses or fails to supply enough property skilled
workers or proper
materials and/or equipment;
|
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.2
|
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fails to make payment to Subcontractors for materials or labor in accordance
with the respective
agreements between the Contractor and the Subcontractors;
|
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|
.3
|
|
persistently disregards laws, ordinances, or rules, regulations or orders of a
public authority having
jurisdiction;
or
|
|
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|
.4
|
|
disregards the instructions of Architect or Owner (when such
instructions are based on the
requirements of the Contract Documents);
|
|
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|
.5
|
|
is adjudged a bankrupt or insolvent, or makes a general assignment for the
benefit of Contractors
creditors, or a trustee or receiver is appointed for Contractor or for any of its
property, or files a
petition to take advantage of any debtors act, or to reorganise under bankruptcy or
similar laws or;
|
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.6
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otherwise is guilty of substantial breach of a provision of the Contract
Documents.
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§ 14.2.2
When any of the above reasons exist, the Owner,
upon certification by the Architect
that sufficient-cause
exists to justify such action,
may without prejudice to any other rights or remedies of the
Owner and after giving the
Contractor and the Contractors surety, if any, seven (7) days written notice, terminate
employment of the
Contractor and may, subject to any prior rights of the surety:
|
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.1
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take possession of the site and of all materials, equipment, tools, and
construction equipment and
machinery thereon owned by the Contractor;
|
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.2
|
|
accept assignment of subcontracts
pursuant to Section 5.4; and
|
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|
.3
|
|
finish the Work by whatever reasonable method the Owner may deem
expedient. Upon request of the
Contractor, the Owner shall furnish to the Contractor a detailed accounting of
the costs incurred by
the Owner in finishing the Work.
|
§14.2.3
When the Owner terminates the Contract for one of the reasons stated in Section
14.2.1, the Contractor shall
not be entitled to receive further payment until the Work is finished.
§ 14.2.4
If the unpaid balance of the Contract Sum exceeds costs of finishing the Work,
including compensation for
the Architects services and expenses made necessary thereby, and other damages incurred by
the Owner and not
expressly waived, such excess shall be paid to the Contractor. If such costs and damages
exceed the unpaid balance,
the Contractor shall pay the difference to the Owner. The amount to be paid to the
Contractor or Owner, as the case
may be, shall be certified by the Architect, upon application, and this obligation for
payment shall survive
termination of the Contract.
§ 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE
§ 14.3.1
The Owner may, without cause, order the Contractor in writing to suspend, delay or
interrupt the Work in
whole or in part for such period of time as the Owner may determine.
§ 14.3.2
The Contract Sum and Contract Time shall be adjusted for increases in the cost and
time caused by
suspension, delay or interruption as described in Section 14.3.1. Adjustment of the
Contract Sum shall include
profit. No adjustment shall be made to the extent:
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.1
|
|
that performance is, was or would have been so suspended, delayed or
interrupted by another cause
for which the Contractor is responsible; or
|
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.2
|
|
that an equitable adjustment is made or denied under another provision of the
Contract.
|
§ 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE
§ 14.4.1
The Owner may, at any time, terminate the Contract for the Owners convenience and without
cause.
AIA
Document A2011997. Copyright
©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
47
§ 14.4.2
Upon receipt of written notice from the Owner of such termination for the Owners
convenience, the
Contractor shall:
|
.1
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|
cease operations as directed by the Owner in the notice;
|
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.2
|
|
take actions necessary, or that the Owner may direct, for the protection and
preservation of the Work;
and
|
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.3
|
|
except for Work directed to be performed prior to the effective date of
termination stated in the
notice, terminate all existing subcontracts and purchase orders and enter into no
further subcontracts
and purchase orders.
|
§ 14.4.3
In case of such termination for the Owners convenience, the Contractor shall be
entitled to receive payment
for Work executed, and costs incurred by reason of such termination, along with reasonable
overhead and profit on
the Work not executed.
AIA
Document A2011997. Copyright
©1911, 1915, 1918,
1925, 1937, 1951, 1958, 1961, 1963, 1966,
1970, 1976, 1987 and 1997 by The American
Institute of Architects.
All rights reserved. WARNING: This AIA
®
Document is protected
by U.S. Copyright Law and International Treaties.
Unauthorized reproduction or distribution of this
AIA
®
Document, or any portion of it, may result in severe civil and criminal penalties,
and will be
prosecuted to the maximum extent possible under the law. This document was produced by AIA software
at 11:25:47 on 08/18/2005 under Order
No. 1000177464_2 which expires on 5/4/2006, and is not for resale.
User Notes:
48
8/18/05
EXHIBIT A
Project Construction Schedule
John B. Sanfilippo & Son, Inc.
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|
DESIGN/PERMITING/BIDDING
|
|
START
|
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FINISH
|
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|
§
|
|
Plant Layout (By Chuck)
|
|
May 17
th
|
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Done
|
|
|
§
|
|
Office/Plant Interior (By Heitman)
|
|
May 17
th
|
|
October 1
st
|
|
|
§
|
|
MEP Criteria Plan/Exp (By Chuck)
|
|
May 17
th
|
|
September 15
th
|
|
|
§
|
|
Office Interior (By Heitman)
|
|
May 17
th
|
|
October 1
st
|
|
|
§
|
|
Finish Selections for Interiors
|
|
September 1
st
|
|
November 1
st
|
|
|
§
|
|
Bidding (By McShane)
|
|
October 4
th
|
|
November 1
st
|
|
|
§
|
|
Bid & Award Precast
|
|
April 15
th
|
|
Done
|
|
|
§
|
|
Bid & Award Mass Grading Contract
|
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May 16
th
|
|
Done
|
|
|
§
|
|
Bid & Award Steel
|
|
May 16
th
|
|
Done
|
|
|
§
|
|
Bid & Award Paving
|
|
May 16
th
|
|
Done
|
|
|
§
|
|
Bid & Award Roofing, Dock Equipment & Site Utilities
|
|
May 16
th
|
|
August 24
th
|
|
|
§
|
|
City Approval/Permits
by Owner and McShane as required
|
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In progress
|
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In progress
|
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for start dates
|
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*
|
|
NOTE: Any delays to permits, this schedule would extend accordingly.
|
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FALL SITE WORK
|
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|
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|
Relocate Power Lines & Transformer (by Owner)
|
|
October 1
st
|
|
October 5
th
|
|
|
Rough Grading
|
|
September 5
th
|
|
November 15
th
|
|
|
Site Utilities
|
|
October 5
th
|
|
November l
st
|
|
|
Site Lighting
|
|
September 25
th
|
|
November l
st
|
|
|
Curb
|
|
October 10
th
|
|
November 20
th
|
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|
Stone Base
|
|
November 4
th
|
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November 11
th
|
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Asphalt Binder
|
|
November 11
th
|
|
December 10
th
|
1 of 3
8/18/05
EXHIBIT A
EAST
ADDITION DISTRIBUTION
September 5
th
April 1
st
|
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§
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|
Pre-Construction Kick-Off Meeting w/Subcontractors & City Inspectors
|
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August 23
rd
|
|
August 23
rd
|
§
|
|
Site Demo
|
|
August 24
th
|
|
October l
st
|
§
|
|
Site Demo & Grading
|
|
September 5
th
|
|
October 20
th
|
§
|
|
Site Work
|
|
September 5
th
|
|
December 20
th
|
§
|
|
Foundations
|
|
September 15
th
|
|
October 15
th
|
§
|
|
East Wall Shoring
|
|
October 3
rd
|
|
October 19
th
|
§
|
|
East Wall Demo
|
|
October 20
th
|
|
November 3
rd
|
§
|
|
Plumbing Downspouts Underground
|
|
October 2
nd
|
|
October 26
th
|
§
|
|
Stone Pad- dependent on weather to facilitate precast/steel
|
|
October 5
th
|
|
October 27
th
|
§
|
|
Precast Deadmen
|
|
October 27
th
|
|
November 8
th
|
§
|
|
Precast Mobilize
|
|
November 7
th
|
|
November 9
th
|
§
|
|
Erect Precast
|
|
November 10
th
|
|
December l
st
|
§
|
|
Struct Steel & Roof Deck
|
|
November 15
th
|
|
December 20
th
|
§
|
|
Roofing
|
|
December 5
th
|
|
January l
st
|
§
|
|
Install overhead doors No Floors
|
|
December l
st
|
|
December 20
th
|
§
|
|
Slab on Grade Dependent on shell enclosure & frost
|
|
January 15
th
|
|
February 18
th
|
§
|
|
Joint Sealant 65 to 90 day cure required
|
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March 15
th
|
|
May 18
th
|
§
|
|
MEPs Overhead and Rough-in
|
|
December l
st
|
|
April l
st
|
§
|
|
Dock Equipment
|
|
February 5
th
|
|
March 15
th
|
§
|
|
MEPs Trim
|
|
March l
st
|
|
April l
st
|
§
|
|
Temporary Occupancy
|
|
April l
st
|
|
April l
st
|
§
|
|
Punchlist
|
|
April l
st
|
|
May l
st
|
2 of 3
8/18/05
EXHIBIT A
SOUTH ADDITION COOLERS
October 1
st
June 1
st
|
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|
START
|
|
FINISH
|
§
|
|
Building Demo Docks & Canopy
|
|
October l
st
|
|
November l
st
|
§
|
|
Foundations
|
|
October 15
th
|
|
November 15
th
|
§
|
|
Plumbing Downspouts Underground
|
|
November 15
th
|
|
December l
st
|
§
|
|
Deadmen
|
|
November 28
th
|
|
December 9
th
|
§
|
|
Stone Pad
|
|
December l
st
|
|
December 10
th
|
§
|
|
Erect Precast
|
|
December l
st
|
|
January l
st
|
§
|
|
Struct Steel & Roof Deck and Penthouses
|
|
December 21st
|
|
February 15
th
|
§
|
|
Roofing
|
|
February 10th
|
|
February 27
th
|
§
|
|
Install overhead doors No Floors
|
|
January 10
th
|
|
January 20
th
|
§
|
|
Frost Removal
|
|
January 20
th
|
|
February 20
th
|
§
|
|
Cooler Subgrade Vapor barrier & Insulation (Weather Dependent)
|
|
February 20
th
|
|
March 10
th
|
§
|
|
Slab on Grade Dependent on shell enclosure & frost
|
|
March 15
th
|
|
April 5
th
|
§
|
|
Cooler Walls & Doors
|
|
March 23
rd
|
|
May 20
th
|
§
|
|
MEPs Overhead & Rough-in
|
|
January 15th
|
|
May l
st
|
§
|
|
Dock Equipment
|
|
April l
st
|
|
May l
st
|
§
|
|
Exterior Precast Painting Temperature Dependent
|
|
April 10
th
|
|
May 10
th
|
§
|
|
MEPs Trim
|
|
May l
st
|
|
June l
st
|
§
|
|
Temporary Occupancy
|
|
June l
st
|
|
June l
st
|
§
|
|
Punchlist
|
|
June l
st
|
|
July l
st
|
|
|
|
|
|
|
|
§
|
|
Site Spring 2006 Completions
|
|
April 15
th
|
|
June 15
th
|
§
|
|
Asphalt Surface Course (H, I N, I S)
|
|
April 15
th
|
|
June 15
th
|
§
|
|
Landscaping
|
|
April 15
th
|
|
June 15
th
|
§
|
|
Site Punchlist
|
|
April 15
th
|
|
June 15
th
|
3 of 3
|
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John B. Sanfilippo & Son, Inc.
|
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McShane Construction corp.
|
|
|
|
|
|
|
|
8/18/2005
|
|
|
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|
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ITEM DESCRIPTION 347,000 addition
|
|
Budget for Addition & Site
|
|
|
Please Note : Electrical and HVAC allowances Include exst'g warehouse work - TBD
|
Site Demolition
|
|
$
|
200,000
|
|
|
|
MlSC SITEWORK
|
|
$
|
50,000
|
|
|
|
Pre-Fab Guard [ILLEGIBLE]
|
|
$
|
15,000
|
|
|
Allowance
|
Site clearing Grading stone Fill, Bldg Excav
|
|
$
|
1,100,000
|
|
|
incl areas D, E, B, I-North, I -South M and J-2005 Season
|
LANDSCAPING No Irrigation new or repair costs incl.
|
|
$
|
165,000
|
|
|
Allowance - D, B, & J 2005 season- some spring ' 06 no maintenance included
|
Landscape Paver retaining wall
|
|
$
|
278,000
|
|
|
Area J under review wf opportunity pending on Hospital regional detention
|
SITE UTILITIES Incl
storm sewer only+
watermain (No Sanitary)
|
|
$
|
515,000
|
|
|
incl areas D, E, B, J, I - North, I - South and H 2005 paving season
|
Spoil Removal of Sewer spoils 9500 cy
|
|
$
|
140,000
|
|
|
|
Site Concrete curbs
|
|
$
|
155,000
|
|
|
incl areas D, E, B, I - North, I - South and H 2005 season Excludes: protective Coat or Joint Sealant
|
ASPHALT STONE BASE & Geotech fabric
|
|
$
|
838,307
|
|
|
" " " " 2005 paving season
|
CONCRETE revised w/ FF35 FL25 Floor finish tolerance
|
|
$
|
2,520,000
|
|
|
Incl rebars in slab & 4" styrofoam insul in cooler slabs & concrete stairs on grade
|
[ILLEGIBLE]
FLOOR SEALER new addition
|
|
$
|
65,000
|
|
|
|
Scaffold/shoring East expansion wall
|
|
$
|
80,000
|
|
|
|
PRECAST
WALLS based on standard dock design w/[ILLEGIBLE]- 0"-wide door opgs
|
|
$
|
1,723,000
|
|
|
All new walls :No Reuse of
exstg.. Also note: includes plank for shipping office mezzanine
|
CMU @ Shipping office new addt
|
|
$
|
23,000
|
|
|
Proposed CMU Shipping Office in east addition
|
CMU Interior walls @ existg warehouse
|
|
TBD
|
|
scope to be defined
|
Metal wall Panels above interior CMU at existing warehouse
|
|
TBD
|
|
scope to be defined
|
STEEL
|
|
$
|
2,181,697
|
|
|
|
MISC METALS
|
|
$
|
25,000
|
|
|
|
Metal Wall Panels @ new
cooler over existg wall &
Penthouses doors for
coolers in new addition
area only
|
|
$
|
400,000
|
|
|
includes (4) 3' x 7' [ILLEGIBLE] cooler doors, (6) 3' x 7' infit Cooler doors(2) ea Mark IV 8' x 10' only
|
CARPENTRY
|
|
$
|
60,000
|
|
|
|
HM DRS, FRAMES & HDWE for new shipping office and new addition
misc opgs
|
|
$
|
20,000
|
|
|
No exstg warehouse interior doors or hardware included in this budget
|
ROOFING
|
|
$
|
1,085,000
|
|
|
Insulation delivery req'd prior to December 15th to site
|
OVERHEAD METAL CANOPY @ TRUCK DOCKS
|
|
$
|
135,000
|
|
|
|
SMOKE VENTS&SKYLIGHTS-NIC
|
|
NIC
|
|
|
JOINT SEALERS new addition approx 55,000 LF Product: RS 88
[ILLEGIBLE] primer
|
|
$
|
80,000
|
|
|
Owner may consider MM80 as alternative, need to review for proper application ADD:$25,000,000
|
OVERHEAD DOORS manual operated per CN
|
|
$
|
82,550
|
|
|
Wayne Dalton TS 150 Rv 14.16 9' x 11' w vision panel wf 2" Brush Rodent protection
|
PUNCHED WINDOW OPENINGS
|
|
$
|
6,000
|
|
|
Propose Shipping Office openings in new east addition
|
GLASS ENTRANCES
|
|
NIC
|
|
|
Interior [ILLEGIBLE]
|
|
$
|
80,000
|
|
|
Scope to be defined by Owner
|
PAINT PRECAST Exterior side Only
|
|
$
|
70,000
|
|
|
does not include repainting existing warehouse exterior
|
Overhead Crane allowance includes $ for electrical
and structural support
steel for complete system for budget purposes consists of 140 (70
per side) or 30lb ASCE Crane rail (one
runway will be electified)
|
|
$
|
60,000
|
|
|
Allowance includes 10 ton (20,000lbs) top running single girder 18' span (approx) 38' lift available
|
PLASTER/EIFS
|
|
NIC
|
|
|
TRUCK SCALE
|
|
$
|
85,000
|
|
|
Allowance 70'x11' concrete pit application including concrete, excavation and electrical (all inclusive)
|
BLINDS -NIC-
|
|
NIC
|
|
|
DOCK
EQUIPMENT Models per Panl Company based on [ILLEGIBLE] (68) dock opgs,
|
|
$
|
600,000
|
|
|
Serco VSLW Vertical Levelors (6' -5" wide x 6' long) Trallor Restraints SL60, WSH Dock Seals & Master Control Panels
|
PLUMBING New addition of Downspouts & Overflows Only
|
|
$
|
350,000
|
|
|
Does not include existing warehouse work or new office/shipping office/bradley sink - Including re-routing overflows (pricing TBD)
|
FIRE SPRINKLER using Exstg Pump Current Flow Test still required to [ILLEGIBLE]
|
|
$
|
650,000
|
|
|
Does not include existing warehouse work or new offices
|
HVAC
|
|
$
|
2,500,000
|
|
|
Scope to be defined by Owner, but includes smoke exhaust per 400" travel/exit requirement.
|
ELECTRIC Site and Bldg
|
|
$
|
1, 500,000
|
|
|
Scope to be defined by Owner
|
TEMPORARY ELECTRIC
|
|
incl in elec
|
|
|
FIRE ALARM
|
|
incl in elec
|
|
|
Refrigeration
|
|
$
|
1,500,000
|
|
|
Scope to be defined by Owner
|
ELEVATOR and Conveying Systems
|
|
NIC
|
|
Will provide pricing for Owner if req'd by Governing Authorities
|
NW ENTRY Remodel
|
|
TBD
|
|
Scope to be defined by Owner
|
Office improvements
|
|
TBD
|
|
Scope to be defined by Owner
|
East Wall Removal & Disposal
|
|
$
|
100,000
|
|
|
Including existing floor sawcutting on removal
|
BLDG Demolition
|
|
$
|
400,000
|
|
|
Allowance
|
PERMIT
& GOVERNMENTAL FEES
|
|
$
|
100,000
|
|
|
Allowance
|
Testing & Soil Borings
|
|
$
|
75,000
|
|
|
Allowance
|
COMPACTOR
|
|
NIC
|
|
|
Winter Cost & Misc. Labor
|
|
$
|
100,000
|
|
|
Allowance
|
Contingency should
remain fixed amount rather
than [ILLEGIBLE] %,
|
|
$
|
600,000
|
|
|
Allowance
|
|
|
|
|
|
|
|
SUBTOTALS:
|
|
$
|
20,712,454
|
|
|
|
|
|
|
|
|
|
|
GENERAL CONDITIONS
|
|
$
|
1,242,747
|
|
|
|
SUBTOTAL
|
|
$
|
21,955,201
|
|
|
|
Fee
|
|
$
|
963,320
|
|
|
|
Subtotal
|
|
$
|
22,918,521
|
|
|
|
Builders Risk @ (.009)
|
|
$
|
20,000
|
|
|
|
Liability Insurance
|
|
$
|
259,071
|
|
|
|
TOTAL
|
|
$
|
23,197,592
|
|
|
|
EXHIBIT C
Billing Rate Schedule
|
|
|
|
|
|
|
|
|
Position
|
|
Through 12/31/05
|
|
01/01/06
12/31/06
|
Project Executive
|
|
$
|
131.00
|
|
|
$
|
138.00
|
|
Sr. Project Manager
|
|
|
115.00
|
|
|
|
121.00
|
|
Project Manager
|
|
|
95.00
|
|
|
|
99.00
|
|
Project Engineer
|
|
|
74.00
|
|
|
|
77.00
|
|
Estimator
|
|
|
74.00
|
|
|
|
77.00
|
|
Clerical
|
|
|
42.00
|
|
|
|
44.00
|
|
Superintendent
|
|
|
95.00
|
|
|
|
99.00
|
|
MEP Superintendent
|
|
|
95.00
|
|
|
|
99.00
|
|
Asst. Superintendent
|
|
|
86.00
|
|
|
|
90.00
|
|
Safety Engineer
|
|
|
86.00
|
|
|
|
90.00
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Regular Pay
|
|
Overtime Pay
|
|
Regular Pay
|
|
Overtime Pay
|
|
|
06/01/05
05/31/06
|
|
06/01/05 05/31/06
|
|
06/01/06
05/31/07
|
|
06/01/06 05/31/07
|
Carpenter Journeyman
|
|
$
|
71.00
|
|
|
$
|
95.00
|
|
|
$
|
75.00
|
|
|
$
|
100.00
|
|
Carpenter Foreman
|
|
|
80.00
|
|
|
|
104.00
|
|
|
|
84.00
|
|
|
|
109.00
|
|
Laborer Journeyman
|
|
|
63.00
|
|
|
|
85.00
|
|
|
|
66.00
|
|
|
|
89.00
|
|
Laborer Foreman
|
|
|
70.00
|
|
|
|
93.00
|
|
|
|
73.00
|
|
|
|
97.00
|
|
Cement Mason Journeyman
|
|
|
73.00
|
|
|
|
127.00
|
|
|
|
77.00
|
|
|
|
134.00
|
|
Cement Mason Foreman
|
|
|
81.00
|
|
|
|
137.00
|
|
|
|
85.00
|
|
|
|
144.00
|
|
EXHIBIT D
Specification List
Not Used
|
|
|
|
|
|
|
|
CURRENT DRAWING LIST
|
|
|
|
Sanfilippo
|
|
Project # Sanfilippo
|
1703 N. Randall Rd.
|
|
|
Elgin, IL 60123
|
|
Printed on: 8/17/2005
|
Architectural
as
prepared by Heitman Architects, Inc.
|
|
|
|
|
|
|
|
|
Number
|
|
Rev
|
|
Rev Date
|
|
Title
|
A1.1
|
|
|
1
|
|
|
6/29/2005
|
|
Site Plan
|
A1.2
|
|
|
1
|
|
|
6/29/2005
|
|
Site Details
|
A10.1
|
|
|
1
|
|
|
6/29/2005
|
|
Door Schedule
|
A10.2
|
|
|
1
|
|
|
6/29/2005
|
|
Door Details
|
A2.0
|
|
|
1
|
|
|
6/29/2005
|
|
Composite Floor Plan
|
A2.1
|
|
|
1
|
|
|
6/29/2005
|
|
Second Roof Drainage
|
A2.2
|
|
|
1
|
|
|
6/29/2005
|
|
Enlarged Floor Plan
|
A2.3
|
|
|
1
|
|
|
6/29/2005
|
|
Enlarged Floor Plan
|
A2.4
|
|
|
1
|
|
|
6/29/2005
|
|
Enlarged Floor Plan
|
A2.5
|
|
|
1
|
|
|
6/29/2005
|
|
Enlarged Floor Plan
|
A2.6
|
|
|
1
|
|
|
6/29/2005
|
|
Enlarged Floor Plan
|
A2.7
|
|
|
1
|
|
|
6/29/2005
|
|
Enlarged Floor Plan
|
A4.0
|
|
|
1
|
|
|
6/29/2005
|
|
Roof Plan
|
A4.1
|
|
|
1
|
|
|
6/29/2005
|
|
Roof Detail
|
A5.0
|
|
|
1
|
|
|
6/29/2005
|
|
Elevations
|
A5.1
|
|
|
1
|
|
|
6/29/2005
|
|
Elevations
|
A6.1
|
|
|
1
|
|
|
6/29/2005
|
|
Wall Sections
|
A6.2
|
|
|
1
|
|
|
6/29/2005
|
|
Wall Sections
|
A6.3
|
|
|
1
|
|
|
6/29/2005
|
|
Wall Sections
|
A7.1
|
|
|
1
|
|
|
6/29/2005
|
|
Exterior Detail
|
A7.2
|
|
|
1
|
|
|
6/29/2005
|
|
Cooler Details
|
A8.0
|
|
|
1
|
|
|
6/29/2005
|
|
Stair Plan & Details
|
D2.0
|
|
|
1
|
|
|
6/29/2005
|
|
Composite Demolition Plan
|
Civil
as prepared by Patrick Engineering
|
|
|
|
|
|
|
|
|
C-0
|
|
|
1
|
|
|
6/24/2005
|
|
Civil Cover Sheet
|
C-1
|
|
|
1
|
|
|
6/24/2005
|
|
Key Sheet
|
C-10
|
|
|
1
|
|
|
6/24/2005
|
|
Area H Grading & Drainage Plan
|
C-11
|
|
|
1
|
|
|
6/24/2005
|
|
Area I North Grading
&
Drainage Plan
|
C-12
|
|
|
1
|
|
|
6/24/2005
|
|
Area I South Grading
&
Drainage Plan
|
C-13
|
|
|
1
|
|
|
6/24/2005
|
|
Area J Grading & Drainage Plan
|
C-14
|
|
|
1
|
|
|
6/24/2005
|
|
Area A Geometric & Paving Plan
|
C-15
|
|
|
1
|
|
|
6/24/2C05
|
|
Area B Geometric & Paving Plan
|
|
|
|
|
|
|
|
|
|
Number
|
|
Rev
|
|
Rev Date
|
|
Title
|
C-16
|
|
|
1
|
|
|
6/24/2005
|
|
Area D Geometric & Paving Plan
|
C-17
|
|
|
1
|
|
|
6/24/2005
|
|
Area E Geometric & Paving Plan
|
C-18
|
|
|
1
|
|
|
6/24/2005
|
|
Area F Geometric & Paving Plan
|
C-19
|
|
|
1
|
|
|
6/24/2005
|
|
Area G Geometric & Paving Plan
|
C-2
|
|
|
1
|
|
|
6/24/2005
|
|
Erosion Control Plan
|
C-20
|
|
|
1
|
|
|
6/24/2005
|
|
Area H Geometric
&
Paving Plan
|
C-21
|
|
|
1
|
|
|
6/24/2005
|
|
Area I North Geometric & Paving Plan
|
C-22
|
|
|
1
|
|
|
6/24/2005
|
|
Area I South Geometric
&
Paving Plan
|
C-23
|
|
|
1
|
|
|
6/24/2005
|
|
Sitework Details
|
C-24
|
|
|
1
|
|
|
6/24/2005
|
|
Sitework Details
|
C-25
|
|
|
1
|
|
|
6/24/2005
|
|
Sitework Specifications
|
C-26
|
|
|
1
|
|
|
6/24/2005
|
|
Sitework Specifications & Details
|
C-3
|
|
|
1
|
|
|
6/24/2005
|
|
Existing Topography Plan
|
C-4
|
|
|
1
|
|
|
6/24/2005
|
|
Area A Grading & Drainage Plan
|
C-5
|
|
|
1
|
|
|
6/24/2005
|
|
Area B Grading & Drainage Plan
|
C-6
|
|
|
1
|
|
|
6/24/2005
|
|
Area D Grading & Drainage Plan
|
C-7
|
|
|
1
|
|
|
6/24/2005
|
|
Area E Grading & Drainage Plan
|
C-8
|
|
|
1
|
|
|
6/24/2005
|
|
Area F Grading & Drainage Plan
|
C-9
|
|
|
1
|
|
|
6/24/2005
|
|
Area G Grading & Drainage Plan
|
Electrical
|
|
|
|
|
|
|
|
|
E-0
|
|
|
1
|
|
|
6/24/2005
|
|
Electrical Cover Sheet
|
E-1
|
|
|
1
|
|
|
6/24/2005
|
|
Area A Lighting Plan
|
E-10
|
|
|
1
|
|
|
6/24/2005
|
|
Area E Lighting
Photometrics
|
E-11
|
|
|
1
|
|
|
6/24/2005
|
|
Area G Lighting
Photometrics
|
E-12
|
|
|
1
|
|
|
6/24/2005
|
|
Area I South Lighting
Photometrics
|
E-13
|
|
|
1
|
|
|
6/24/2005
|
|
Electrical Details
|
E-2
|
|
|
1
|
|
|
6/24/2005
|
|
Area B Lighting Plan
|
E-3
|
|
|
1
|
|
|
6/24/2005
|
|
Area D Lighting Plan
|
E-4
|
|
|
1
|
|
|
6/24/2005
|
|
Area E Lighting Plan
|
E-5
|
|
|
1
|
|
|
6/24/2005
|
|
Area G Lighting Plan
|
E-6
|
|
|
1
|
|
|
6/24/2005
|
|
Area I South Lighting Plan
|
E-7
|
|
|
1
|
|
|
6/24/2005
|
|
Area A Lighting
Photometrics
|
E-8
|
|
|
1
|
|
|
6/24/2005
|
|
Area B Lighting
Photometrics
|
E-9
|
|
|
1
|
|
|
6/24/2005
|
|
Area D Lighting
Photometrics
|
Landscape
as prepared by Gary R. Weber Associates, Inc.
|
|
|
|
|
|
|
|
|
1 of 4
|
|
|
1
|
|
|
6/17/2005
|
|
Alternate A
|
2 of 4
|
|
|
1
|
|
|
6/17/2005
|
|
Alternate B
|
3 of 4
|
|
|
1
|
|
|
6/17/2005
|
|
Alternate C
|
4 of 4
|
|
|
1
|
|
|
6/17/2005
|
|
Alternate D
|
Soil Borings
as prepared by STS Consultants Ltd.
|
|
|
|
|
|
|
|
|
[ILLEGIBLE]
|
|
|
0
|
|
|
5/24/2005
|
|
Soil Borings
|
Structural
as prepared by Heitman Architects, Inc.
|
|
|
|
|
|
|
|
|
Number
|
|
Rev
|
Rev Date
|
Title
|
S1.0
|
|
|
1
|
|
|
6/29/2005
|
|
Foundation Plan
|
S2.0
|
|
|
1
|
|
|
6/29/2005
|
|
Roof Framing Plan
|
S2.1
|
|
|
1
|
|
|
6/29/2005
|
|
Partial Framing Plan
|
S3.0
|
|
|
1
|
|
|
6/29/2005
|
|
Foundation Details
|
S4.0
|
|
|
1
|
|
|
6/29/2005
|
|
Foundation Details
|
S5.0
|
|
|
1
|
|
|
6/29/2005
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Floor Framing Details
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S6.0
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1
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Roof Framing Details
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S7.0
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1
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6/29/2005
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General Notes
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9550 W. HIGGINS ROAD, SUITE 200 Rosemont, IL 60018
(847) 292-4300 FAX (847) 292-4310
www.mcshane.com
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John B. Sanfilippo & Sons, Inc.
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8/18/05
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Elgin, IL
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EXHIBIT F
Clarifications/Exclusions
By Owner
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All design documents and criteria
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Temporary utilities
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Security
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Temporary wall at east warehouse (wall being demolished)
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Snow removal
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Relocation of existing power cable and transformers and electrical disconnection of light poles
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Survey; lawn irrigation and repairs
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Bonds, letter of credit
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Exclusion
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Parking deck; fencing; furnishings; elevator
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Off-site work
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Process work; racks, conveyor, compactor, etc.
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Telephone, CRT, security, low voltage cable and systems
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Skylight and smoke vents
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Signage
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Floor markings/striping
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STS
Consultants, Ltd.
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Subsurface Exploration and Geotechnical Exploration for the Proposed Warehouse Expansion, Elgin, Illinois
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McShane Construction Corporation
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9550 West Higgins Road, Suite 200
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Rosemont, IL 60018
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STS Project No. 1-26363-E
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May 24, 2005
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750 Corporate Woods Parkway
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Vernon Hills, Illinois 60061
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Phone 847-279-2500
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May 24, 2005
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Fax 847-279-2510
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Mr. Mark Tritschler
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McShane Construction Corporation
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9550 West Higgins Road, Suite 200
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Rosemont, Illinois 60018
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RE:
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Subsurface Exploration and Geotechnical Recommendations for the Proposed
Warehouse Expansion at the Southeast Corner of Randall Road and I-90 in Elgin, Illinois STS
Project No. 1 -26363-E
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Dear Mr. Tritschler:
In accordance with our proposal dated April 18, 2005 and revised May 11, 2005, STS Consultants,
Ltd. (STS) has completed the geotechnical engineering analyses for the above referenced project.
This report presents the results and recommendations for this site based on the soil and
groundwater conditions encountered in the borings and the proposed land use.
If there are any questions with regard to the information contained in this report or if we may be
of further service to you, please do not hesitate to contact us.
Respectfully,
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STS CONSULTANTS, LTD.
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/s/ Sara E. Knight
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Project Engineer
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/s/ Ronald P. Palmieri
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Principal Engineer
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cc:
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Mr. Mark Osman, McShane Construction Corporation
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TABLE OF CONTENTS
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1.0
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Project Overview
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1
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1.1
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Project Description
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1
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2.0
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Exploration Procedures
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2
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2.1
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Subsurface Exploration
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2
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2.2
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Laboratory Testing Program
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3
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3.0
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Exploration Results
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4
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3.1
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Site Conditions
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4
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3.2
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Soil Conditions
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4
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3.3
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Groundwater Conditions
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6
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4.0
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Geotechnical Analysis and Recommendations
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6
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4.1
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Warehouse Expansion
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6
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4.1.1
Mass Grading and Earthwork
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7
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4.1.2
Spread Footing Foundations
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8
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4.1.2.1
Footing Foundations on Natural Soils
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9
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4.1.2.2
Footing Foundations on Structural Fill
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9
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4.2
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Precast Parking Garage
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10
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4.3
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Slab-on-Grade and Pavement Subgrade
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12
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4.4
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Detention Pond Expansion
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13
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5.0
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Construction Considerations
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13
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6.0
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General Qualifications
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14
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APPENDIX
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SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING
RECOMMENDATIONS FOR THE PANASONIC WAREHOUSE EXPANSION
SOUTHEAST CORNER OF RANDALL ROAD AND INTERSTATE I-90
ELGIN, ILLINOIS
1.0
PROJECT OVERVIEW
1.1
Project Description
The project consists of the expansion of the existing warehouse located at the southeast corner of
Randall Road and Interstate I-90 in Elgin, Illinois. It is our understanding the project will
consist of expanding the existing warehouse by approximately 337,000 square feet to the south and
east of the existing structure. The proposed warehouse addition will be one story, situated on
shallow foundations with a slab-on-grade. Construction of additional on-grade bituminous concrete
parking lots and the expansion of the east detention pond are also planned. A six-story precast
parking garage, in place of an on grade pavement area, is being considered at the northeast corner
of the proposed warehouse (east of the office building). Proposed finished floor elevations and
columns loads for the proposed parking structure are not known at this time.
The scope of geotechnical exploration of the site consisted of performing 34 soil borings extended
to nominal depths of 5 feet to 42.5 feet. The boring locations were determined and located in the
field by STS Consultants, Ltd. (STS).
The purposes of this report are to describe the site, soil and groundwater conditions, to analyze
and evaluate the data obtained, and to provide recommendations for the design and construction of
the foundations, slab-on-grade areas and pavement for the warehouse expansion. Recommendations
regarding the construction of the detention pond expansion are also included.
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STS Project No. 26363-E
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May 24, 2005
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2.0
EXPLORATION PROCEDURES
2.1
Subsurface Exploration
Thirty-four (34) soil borings were completed for the geotechnical exploration program. The
soil borings were extended to depths of 5 to 42.5 feet below existing grade. Borings B-1 through
B-9 were extended to 5 to 10 feet below grade and was performed within the proposed parking lots
located at the northwest area of the site. Borings B-10 through B-14 were extended to depths of
30 to 42.5 feet below grade and located within the proposed parking lot/parking garage area at the
northeast corner of the existing warehouse. Borings B-15 through B-19 were performed within the
footprint of the proposed warehouse expansion, on the east side of the structure and extended to a
depth of 20 feet below grade. Borings B-20 through B-24 were extended to a depth of 15 feet
below grade and was located within the warehouse expansion on the south side of the existing
warehouse. Boring 8-25 was extended to 10 and located within the west parking lot expansion.
Borings B-26 through B-32 were extended to depth ranging from 5 to 10 feet below grade and located
within the area of the east parking lot. The remaining borings, B-33 and B-34 were located in the
area of the proposed detention pond expansion and extended to a depth of 15 feet below grade.
The locations and depths of the soil borings were determined, based on discussion with McShane
Construction and located in the field by STS. The locations are shown on the Soil Boring Location
Diagram, Figure 1 in the Appendix. The existing ground surface elevation at each boring location
was surveyed in the field by STS using the existing warehouse floor slab as an assumed benchmark
of 899.5 feet.
The soil borings were performed with a truck-mounted drilling rig using various cutting bits to
advance the boreholes. Samples from the borings were typically obtained at 2.5 foot intervals to
a depth of 15 feet below grade and then at 5-foot intervals to the termination depth of the
borings. Representative soil samples were obtained by means of split barrel and Shelby tube
sampling procedures in general conformance with ASTM Standards D-1586 and D-1587, respectively.
Samples obtained in the field were logged, labeled, sealed and returned to our Vernon Hills,
Illinois laboratory for further examination and testing.
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In addition to the above described sampling, in-situ pressuremeter testing was performed in
soil borings B-10 and B-13. Four (4) pressuremeter tests were performed in each boring from depths
of 8.5 feet to 28.5 feet. The purpose of the in-situ pressuremeter testing is to maximum the safe
allowable bearing pressure for the precast parking garage, if constructed.
During the field operations, the drilling crew maintained a log of the subsurface conditions
including changes in the stratigraphy and observed groundwater level. The drilling crew made water
level observations in the boreholes both during and upon completion of the drilling and sampling
operations. These readings are indicated at the lower left hand corner on the boring logs in the
Appendix. Upon completion of the drilling operations, the majority of the boreholes were
backfilled with a mixture of bentonite chips and soil cuttings to prevent groundwater migration
which can occur through boreholes otherwise left open. Soil borings B-10 and B-13 were tremie
grouted upon completion of the drilling operations.
2.2
Laboratory Testing Program
The laboratory testing program consisted of performing visual classification and moisture content
testing on each sample recovered. Hand penetrometer tests were performed on cohesive soil samples
to estimate their unconfined compressive strengths. In the hand penetrometer test, the unconfined
compressive strength of a cohesive soil is estimated, to a maximum of 7.0 tons per square foot
(tsf), by measuring the resistance of the soil sample to penetration by a small spring calibrated
cylinder.
In conjunction with the laboratory testing program, the soil samples were visually examined and
classified on the basis of texture and plasticity in accordance with the STS Soil Classification
System. The estimated group symbol included in parentheses following the soil descriptions on the
boring logs is in general conformance with the Unified Soil Classification System which serves as
the basis for the STS Soil Classification System. A brief explanation of the classification of
soil samples is included in the Laboratory Procedures description page included in the Appendix.
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The procedures utilized in preparing the final boring logs from the field logs and laboratory
test data are described in the STS Field and Laboratory Procedures attachment. All soil samples
recovered in the borings will be retained on our laboratory for a period of 60 days after which
they will be discarded unless specific instructions as to their disposition are received.
3.0
EXPLORATION RESULTS
3.1
Site Conditions
The site is located at the southeast corner of Interstate I-90 and Randall Road in Elgin,
Illinois. At the time of our subsurface exploration the majority of the site was occupied by the
existing warehouse, 4-story office building and parking lots. The areas where the soil borings
were performed were typically open areas covered with low vegetation. The soil borings on the
south side of the existing warehouse were performed in the existing concrete loading dock area.
Based on the Master Grading and Drainage Plan, C203, dated March 5, 1990 and created by Cowhey
Gudmunson Leder, Ltd. the majority of the site originally ranged in elevation from 877 to 890
feet.
3.2
Soil Conditions
Large variations in soil conditions were encountered at the site. Based on results of the soil
borings completed for this project, the following soil types have been identified. Various
borings encountered clayey topsoil at the ground surface to depths of 3 inches to 2 feet.
Pavement materials were also encountered at the surface of the borings performed in the existing
truck court. Typically cohesive fill soils, such as silty clay fill, were encountered below the
above mentioned materials. Natural silty clay was typically encountered below the fill materials.
Layers of silty organic clay, clayey silt, silt, fine to coarse sand, silty sand and sandy clay
were also noted in numerous soil borings. We refer you to the individual soil borings for the
soil profile encountered in each boring.
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STS Project No. 26363-E
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May 24, 2005
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Topsoil
Dark Brown to black topsoil and clayey topsoil was encountered at the
surface of the majority of the borings performed in the grassy areas. The depth of this layer
ranged across the site from 3 inches to 2 feet. In addition, layers of organic clay were also
encountered at various locations. These soils will be referred to as organic soils throughout
this report. The organic soils typically contained roots, fibers and
sand.
Silty Clay Fill
Silty clay fill was predominately encountered below the pavement and
topsoil layers. The silty clay fill was typically brown and was stiff to hard. The depths of the
fill materials encountered ranged across the site.
Brown to Gray Silty Clay
The majority of the soil borings were terminated in the clay
layer encountered at the site. The silty clay typically encountered in the soil borings was stiff
to hard and ranged from brown to gray in color. This layer contained trace to little amounts of
sand and gravel.
Fine to Medium Sand and Silty Sand
Layers of fine to medium sand and silty sand were
encountered at various depths and thicknesses throughout the soil borings. The sand was typically
loose to medium dense. The soil color ranged from brown to gray and the sand was moist to
saturated, depending on the location of the water table.
Clayey
Silt and Silt
Silt layers ranging from clayey to sandy were encountered at
various depths and various thicknesses in the borings performed at the site. The silt was
typically medium dense and varied in color and moisture.
Numerous variations to the general soil profile were noted. We refer you to the individual boring
logs, attached, for specific information at the boring locations. It should be noted that the
stratification lines indicated on the boring logs were selected on the basis of laboratory tests,
field logs and visual observations of the recovered soil samples. Therefore, the stratification
lines that occur on the boring logs are, in some cases, estimated; in-situ, the transition
between soil types in both the horizontal and vertical directions may be gradual.
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3.3
Groundwater Conditions
At the time of field exploration, the majority of the borings performed to a depth of 10 feet or
less were dry both during and after the drilling operations. The majority of the borings extended
below 10 feet encountered groundwater from depths of 7.5 to 15 feet below grade.
We estimate the long-term groundwater level to be between elevations 874 to 879 feet at the time
the borings were performed. Where silt and sand seams are underlain by silty clay, a perched
water table in the cohesionless layers can exist during and after periods of precipitation. The
perched and long-term groundwater levels are subject to change due to seasonal variations,
including precipitation, evaporation and surface run-off.
4.0
GEOTECHNICAL ANALYSIS AND RECOMMENDATIONS
4.1 Warehouse Expansion
The soil borings performed in the footprint of the proposed warehouse expansion, B-15 through
B-24, encountered a variety of soil conditions. Based on the fill materials encountered in the
soil borings, the existing fill does not appear to have been placed in a controlled manner in the
area east of the existing warehouses. Care should be exercised to avoid undermining the existing
warehouse footings and floor slabs. Confinement of below grade walls should be maintained if
loads are placed on the warehouse slab-on-grade within 10 feet of the existing exterior wall. We
understand the areas on the south side of the building, currently occupied by the loading dock
area will be raised 4 to 5 feet above existing grade to match the existing finished floor.
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4.1.1
Mass Grading and Earthwork
Based on the size of the proposed warehouse expansion and the soils encountered east of the
warehouse, it may be more economical to prepare the east warehouse expansion building pad by mass
grading and filling, versus over excavating for foundations and localized over excavation in the
slab-on-grade area where topsoil is encountered. To prepare the warehouse building pad area for
construction of foundations and the slab on grade, all organic soils including clayey topsoil,
organic clay, vegetation and any other objectionable material including uncontrolled clay fill
should be removed and the subgrade observed by a representative of STS Consultants, Ltd.
Unsuitable soils were encountered 2 to 7.5 feet below existing grade.
We understand that the existing concrete for the truck court area (south warehouse expansion) is
planned for removal and recycled to be used as fill. Once the concrete slab is removed, the
underlying aggregate base course should be recompacted to at least 95% of the maximum laboratory
dry density prior to placement of engineered fill.
As an aid in locating unsuitable subgrade soils for slab-on-grade support, the stripped surface
(removal of topsoil) should be proofrolled. In the proofrolling procedure, the stripped surface
consisting primarily of clayey soils is rolled with the heaviest piece of high-tire-pressure
equipment available on the site, such as a heavily loaded tandem axle dump truck having a minimum
gross weight of 25 tons. Where cohesionless soils are encountered, a minimum 10-ton vibratory drum
roller should be used. Clayey silts, sandy silts and silt materials are highly susceptible to
disturbance. We recommend exposed silt materials be avoided during proofrolling and observed
visually by our geotechnical engineer. A minimum of two coverages of the proofrolling vehicle, in
perpendicular directions, is recommended. The proofrolling should be performed under the
observation of a representative of the geotechnical engineer. Soils which exhibit instability or
excessive deflection beneath the proofrolling vehicle should be removed and the proofrolling
continued until all such soils have been located and removed.
Where new fill is required to reach the design foundation and floor slab elevations, we recommend
that an approved inorganic material be utilized as structural fill. This material could consist
of excavated on-site silty clay (natural or fill) or fine to coarse sand, which is free of
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organic matter, topsoil, and debris from the pond excavation or imported, well graded
granular materials, such as IDOT Grade CA-6. We do not recommend reuse of the site silt materials
as structural fill for building pads and pavement areas. The silt materials may be reused for
landscaped areas, if any.
New fill should be placed in maximum 9-inch loose lifts and compacted to a minimum of 95% of the
maximum dry density obtained in accordance with ASTM D 1557, modified Proctor method for building
pad areas. Moisture contents should be maintained within ±3 points of optimum moisture during
placement and compaction.
The completed top of the building pad should extend outward laterally from the proposed perimeter
building footings by a minimum of 10 feet in order to provide for proper compaction below the
foundations and floor slabs, if mass grading is performed.
For local over excavation of the footings and floor slabs, we recommend two feet laterally outside
the perimeter plus one foot for every vertical foot of fill removed be removed and replaced.
4.1.2 Spread Footing Foundations
Based on the subsurface exploration results, we recommend a shallow foundation system be used to
support the proposed warehouse addition. The use of footing type foundations supported on the
natural
very stiff to hard silty clay or medium dense clayey silt, silt and sand or
engineered fill placed and compacted to at least 95% of the maximum laboratory dry density is
recommended. Specific allowable bearing capacity recommendations are provided in the following
sections.
To provide adequate frost protection, we recommend that all perimeter footing foundations in
non-heated areas be situated at a minimum depth of 4 feet below final outside grade while the
perimeter footings in heated areas should be situated at a minimum depth of 3.5 feet below final
outside grade. Also, in order to avoid disproportionately small footing sizes, we recommend that
all continuous footings have a minimum width of 1.5 feet and that all isolated column footings
have a minimum lateral dimension of 2.5 feet.
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4.1.2.1 Footing Foundations on Natural Soils
For footing foundations situated within the natural, very stiff to hard silty clay layers or
medium dense sands and silts typically encountered below the surficial fill materials, we
recommend a maximum net allowable design soil bearing pressure of 3,000 pounds per square foot
(psf). The net allowable soil bearing pressure refers to that pressure which may be transmitted to
the foundation soils in excess of the final minimum surrounding overburden pressure. A working mat
of 4 inches of lean concrete should be placed where silt is encountered at the base of the
foundation excavation to avoid disturbance of the material.
Total settlement of footing foundations for the warehouse expansion, situated in the recommended
bearing strata described above, is estimated to be approximately
½ to 1 inch with typical
differential settlements on the order of ½ of the total settlement.
4.1.2.2 Footing Foundations on Structural Fill
Foundations may be supported on new properly compacted silty clay or sand fill as described above.
We do not recommend the site clayey silt and silt materials be used as structural fill for
foundations, slab-on-grade or pavement areas. For spread footings foundations supported on
existing or new silty clay or sand fill materials which are free of topsoil or organic material
and properly compacted, we recommend a maximum net allowable soil bearing pressure of 3,000 psf.
The net allowable soil bearing pressure refers to that pressure which may be transmitted to the
foundation soils in excess of the final minimum surrounding overburden pressure. Careful
observation and testing by our geotechnical engineer or field technician of the prepared
foundation soils is strongly recommended during construction.
Total settlement of footing foundations, situated in the recommended bearing strata described
above, is estimated to be less than 1 inch with typical differential settlements on the order of
½ of the total settlement.
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4.2 Precast Parking Garage
It is our understanding that a 6-story, precast parking garage is being considered as an
alternative to an on grade parking lot expansion at the northeast corner of the existing
warehouse, directly east of the existing 4-story office building. Soil borings B-10 through B-14
were performed within the proposed footprint of this structure. Unsuitable soils for support of
the proposed building foundations were encountered to typical depths of 7.5 to 10.5 feet below
grade. If the building is to be situated on shallow foundations and a slab-on-grade, we recommend
all existing fill and organic materials be removed below the footings and replaced with structural
fill per the recommendations provided in the Warehouse Expansion section of this report. The
recommendations for the spread footings situated on structural fill are also provided in the
Warehouse Expansion section.
4.2.1 Drilled Caisson Design and Construction
Alternatively, the proposed structure may be situated on drilled caissons. For the Parking Garage,
we recommend drilled straight shaft or belled caissons extended to the natural, low moisture
content stiff to very stiff silty clay encountered at 13.5 to 15 feet below grade. Granular layers
were encountered in borings B-11, B-13 and B-14. A temporary liner will be required through the
granular layers during caisson installation. Based on our geotechnical evaluation and the in-situ
pressuremeter testing, we recommend a maximum net allowable bearing pressure of 10,000 pounds per
square foot (psf) for caissons supported on the above
recommended bearing layer. The maximum net
allowable soil bearing pressure is that pressure which may be transmitted to the foundation soils
in excess of the final minimum surrounding overburden pressure.
The base of the caissons may be belled as required to achieve the required bearing area. Bells
should be formed within day soils to provide stability during belling operations.
Based on estimated loads for the Parking Garage and the consistency of the soils encountered, we
estimate a maximum settlement on the order of 1 inch for caisson foundations supported on the
above mentioned layer. Maximum differential settlements are typically a maximum of ½ of
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the total settlement for equal loads. It should be noted that these settlement values are for
soil compression only and that elastic compression of the caisson concrete should be added to
these values.
A minimum caisson shaft diameter of 2.5 feet is recommended. Either belled or straight shaft
caissons may be utilized. If belled, the caisson bell should have a base angle of at least 60
degrees (from horizontal) and the bell diameter should not exceed 3 times the shaft diameter.
Caisson concrete may be placed by the free fall method into the clean and dry shaft excavations
as long as concrete does not hit the sides of the shaft or the rebar cage during placement.
Concrete slump should be in the range of 5 to 7 inches.
Depending on the working grade for caisson construction, it may be necessary to temporarily case
through the existing fill and cohesionless materials to depths typically on the order of 10 to 15
feet below grade. The temporary casing should be sealed a minimum 2 feet into the underlying
natural clay to seal off the upper potentially unstable soils. The bells of the caissons should be
extended below this casing.
Because a caisson technician will not be lowered into the excavation to observe the base of the
caisson excavation directly due to safety concerns, we recommend to oversize the bell area by 15%
or 1 foot, whichever is smaller, to provide some excess bearing area so that any excess spoil not
removed by mechanical cleanup can be backbladed beyond the design bearing area. Alternatively, if
it proves more economical, an explosion proof camera could be lowered into the bell after final
cleanup to verify that the bell is suitably free of loose material and the oversize eliminated.
We recommend that the STS geotechnical engineer of record or his/her appointed representative be
present during all phases of caisson construction to observe that the excavations have reached a
suitable bearing stratum as recommended in this report.
The caisson design and construction procedures should be reviewed with the contractor selected
for this work prior to the start of construction. If you wish, we would be pleased to review the
plans and specifications for the foundation work once they are prepared so that we
11
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|
|
McShane Construction Corporation
|
|
|
STS Project No. 26363-E
|
|
|
May 24, 2005
|
|
|
may have the opportunity to comment on the effects of the soil and groundwater conditions on
the construction.
4.3 Slab-on-Grade and Pavement Subgrade
The subgrade in slab-on-grade and pavement areas should be prepared per the recommendations
provided in the Warehouse Expansion section of this report. Prior to an aggregate base course all
vegetation and other unsuitable materials, such as topsoil materials and other organic deposits,
should be stripped and the subgrade should be observed by a representative of STS Consultants,
Ltd. Proofrolling should be performed after unsuitable soil removal and before filling to locate
near-surface soft or unsuitable soils that may require improvement or removal. The proofrolling
procedures are provided in the Warehouse Expansion section of this report. Proofrolling should be
observed by a representative of the geotechnical engineer.
Where new fill is required to reach the design subgrade elevations, we recommend that an approved
inorganic material be utilized. This material could consist of
excavated on-site silty clay or
sand, which is free of organic matter, topsoil, and debris. Fill material used in pavement
subgrades should be a low frost susceptible material, such as the site silty clay. (Soils that are
primarily silty may be frost-heave susceptible). New fill should be placed in maximum 9-inch loose
lifts and compacted to a minimum of 90% of the maximum dry density obtained in accordance with
ASTM D 1557, modified Proctor method. Where pavement areas are to be utilized by heavy trucks,
such as delivery or refuse pickup, or where the fill exceeds a 5 foot thickness, the fill should
be compacted to a minimum of 95% of the dry density referenced above. For landscaped areas, the
fill should be compacted to a minimum 85% of the dry density referenced above. Moisture contents
should be maintained within ±3 points of optimum moisture during placement and compaction.
Design of rigid pavements and concrete floor slabs-on-grade may be based on an estimated subgrade
modulus value of 100 pci for a natural or properly compacted site silty clay subgrade. An
estimated California Bearing Ratio (C.B.R.) of 3 can be used in design of a flexible pavement
section for a properly prepared silty clay subgrade. Pavement subgrades should be sloped to
12
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McShane Construction Corporation
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|
|
STS Project No. 26363-E
|
|
|
May 24, 2005
|
|
|
drain. Where primarily cohesive materials are encountered, we recommend finger drains be
provided at the catch basins, so that water does not accumulate beneath the pavement. Appropriate
drainage outlets should be provided at catch basins for this purpose. Beneath slab-on-grade areas,
a minimum of 6 inches of granular base course material is recommended to facilitate fine grading
and provide a capillary cut-off.
Floor slabs should be isolated from foundations and other penetrations to permit relative
displacement without cracking. Slabs should also be provided with adequate reinforcement and joint
spacing to control slab cracking. If moisture migration through the slab is a concern, a vapor
barrier should be utilized. Care should be exercised when determining proper concrete mix and
procedure in order to avoid slab curling.
4.4 Detention Pond Expansion
It is our understanding the existing detention pond located at the east side of the property will
be expanded to the north. The soils encountered within the pond area are relatively impermeable
silty clays to a depth of 9 to 10 feet below grade. To this depth, the soils should perform
adequately in the side slopes of the basins. Silt and clayey silt was encountered below the silty
clay layer to the termination depth of the borings, 15 feet. Where silt is encountered along the
side slopes or at the bottom of the detention pond, we recommend a minimum 3-foot, compacted clay
layer be used to protect the slopes and the bottom from erosion and uplift. We recommend that 3:1
(H:V) slope or flatter side slopes be used in order to maintain long-term stability of the slopes.
Above the normal water level, the slopes should be vegetated to control erosion.
5.0 CONSTRUCTION CONSIDERATIONS
Based on the results of our exploration, some seepage may develop from the sand and silt layers,
or accumulated precipitation; this water should be handled with typical sump pit and pump
procedures. Excavations performed in the Spring and early Summer may encounter higher groundwater
conditions than excavations performed during drier seasons.
13
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McShane Construction Corporation
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STS Project No. 26363-E
|
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|
May 24, 2005
|
|
|
Accumulations of surface runoff or groundwater should not be allowed to remain within
excavations. Concrete or fill material should not be placed on disturbed soils or in excavations
containing standing water or on subgrade soil that is frozen. A representative of STS should be
present during construction to check that the soil conditions are as anticipated and that the work
is being performed in accordance with the recommendations and the design plans and specifications.
All excavations that extend greater than 5 feet in depth should be made in accordance with OSHA
regulations with properly sloped or braced sides to prevent excavation instability. Excavation
safety is the responsibility of the contractor; however, we recommend that excavation sides be
sloped at 1.5H:1 V or flatter above the water table for this purpose. Some of the excavations
required to remove unsuitable soils from within building footprint areas may be relatively deep.
Stockpiles of material or equipment should not be placed near the top of excavation slopes.
6.0 GENERAL QUALIFICATIONS
General Qualifications applicable to subsurface exploration, earthwork, construction and the
recommendations contained in this report are a part of this report and are attached.
14
APPENDIX
|
|
|
|
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|
|
1.
|
|
|
General Qualifications
|
|
|
|
2.
|
|
|
Soil Boring Location Diagram
|
|
|
|
3.
|
|
|
Boring Logs
|
|
|
|
4.
|
|
|
Pressuremeter Results
|
|
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|
5.
|
|
|
General Notes
|
|
|
|
6.
|
|
|
STS Soil Classification System
|
|
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|
7.
|
|
|
Field and Laboratory Procedures
|
|
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|
8.
|
|
|
Standard Boring Log Procedures
|
|
|
|
STS General Qualifications
|
|
|
UNDERGROUND ENGINEERING
This report has been prepared in general accordance with normally accepted geotechnical
engineering practices to aid in the evaluation of this site and to assist our Client in the design
of this project. We have prepared this report for the purpose intended by our Client, and reliance
on its contents by anyone other than our Client is done at the sole risk of the user. No other
warranty, either expressed or implied, is made. The scope is limited to the specific project and
location described herein, and our description of the project represents our understanding of the
significant aspects relevant to the geotechnical characteristics. In the event that any changes in
the design or location of the facilities as outlined in this report are planned, we should be
informed so that the changes can be reviewed and the conclusions of this report modified as
necessary in writing by the geotechnical engineer. As a check, we recommend that we be authorized
to review the project plans and specifications to confirm that the recommendations contained in
this report have been interpreted in accordance with our intent. Without this review, we will not
be responsible for the misinterpretation of our data, our analysis, and/or our recommendations,
nor how these are incorporated into the final design.
The analysis and recommendations submitted in this report are based on the data obtained from the
soil borings performed at the locations indicated on the location diagram and from the information
discussed in this report. This report does not reflect any variations which may occur between the
borings. In the performance of subsurface explorations, specific information is obtained at
specific locations at specific times. However, it is a well-known fact that variations in soil and
rock conditions exist on most sites between boring locations and that seasonal and annual
fluctuations in groundwater levels will likely occur. The nature and extent of variations may not
become evident until the course of construction. If variations then appear evident, it will be
necessary for a re-evaluation of the recommendations contained in this report after performing
on-site observations during the construction period and noting the characteristics of the
variations.
The geotechnical engineer of record is the professional engineer who authored the geotechnical
report. It is recommended that all construction operations dealing with earthwork and foundations
be observed by the geotechnical engineer of record or the geotechnical engineers appointed
representative to confirm that the design requirements are fulfilled in the actual construction.
For some projects, this may be required by the governing building code.
The scope of services for this project does not include either specifically or by implication any
environmental or biological (e.g., mold, fungi, bacteria, viruses, and the byproducts of such
organisms) assessment of the site, or identification of or prevention of pollutants, hazardous
materials or conditions. Other studies beyond the scope of this project would be required to
evaluate the potential of such contamination or pollution.
|
|
|
PROJECT NAME:
|
|
Panasonic
|
STS JOB NUMBER:
|
|
26363-E
|
OPERATOR:
|
|
Seiler
|
DATE:
|
|
05/14/05
|
PRESSUREMETER TEST RESULTS
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
BORING
|
|
DEPTH
|
|
P
o
|
|
P
f
|
|
P
t
|
|
E
d
|
|
E
+
|
|
|
|
|
|
|
NUMBER
|
|
(ft)
|
|
(tsf)
|
|
(tsf)
|
|
(tsf)
|
|
(tsf)
|
|
(tsf)
|
|
E
d
/E
+
|
|
E
d
/P
t
|
|
P
t
/P
f
|
|
10
|
|
11.0-13.5
|
|
|
0.8
|
|
|
|
3.0
|
|
|
|
5.5
|
|
|
|
47
|
|
|
|
111
|
|
|
|
0.42
|
|
|
|
8.5
|
|
|
|
1.8
|
|
|
|
13.5-16.0
|
|
|
1.5
|
|
|
|
12.0
|
|
|
|
24.2
|
|
|
|
226
|
|
|
|
768
|
|
|
|
0.29
|
|
|
|
9.3
|
|
|
|
2.0
|
|
|
|
18.5-21.0
|
|
|
2.0
|
|
|
|
10.0
|
|
|
|
20.3
|
|
|
|
162
|
|
|
|
523
|
|
|
|
0.31
|
|
|
|
8.0
|
|
|
|
2.0
|
|
|
|
23.5-26.0
|
|
|
2.0
|
|
|
|
16.0
|
|
|
|
33.1
|
|
|
|
311
|
|
|
|
788
|
|
|
|
0.39
|
|
|
|
9.4
|
|
|
|
2.1
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
13
|
|
8.5-11.0
|
|
|
0.8
|
|
|
|
3.5
|
|
|
|
7.3
|
|
|
|
57
|
|
|
|
134
|
|
|
|
0.43
|
|
|
|
7.8
|
|
|
|
2.1
|
|
|
|
13.5-16.0
|
|
|
2.0
|
|
|
|
11.0
|
|
|
|
24.5
|
|
|
|
157
|
|
|
|
385
|
|
|
|
0.41
|
|
|
|
6.4
|
|
|
|
2.2
|
|
|
|
21.0-23.5
|
|
|
2.0
|
|
|
|
12.0
|
|
|
|
24.9
|
|
|
|
278
|
|
|
|
700
|
|
|
|
0.40
|
|
|
|
11.2
|
|
|
|
2.1
|
|
|
|
26.0-28.5
|
|
|
2.5
|
|
|
|
10.0
|
|
|
|
21.9
|
|
|
|
194
|
|
|
|
542
|
|
|
|
0.36
|
|
|
|
8.9
|
|
|
|
2.2
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
AVERAGE
|
|
|
|
|
|
|
0.38
|
|
|
|
8.7
|
|
|
|
2.1
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No. 10
|
|
|
Test Depth: 11.0-13.5 Feet
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
Pressuremeter Data Reduction (BX)
|
STS Job Number: 26363-E
|
|
|
Boring No.: 10
|
|
|
Test Depth: 11.0-13.5 Feet
|
|
|
|
|
|
Water Correction: 0.56
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
Corrected
|
|
|
|
|
Pressure
|
|
Inertia
|
|
Corrected
|
|
30 Sec.
|
|
60 Sec.
|
|
|
|
|
|
30 Sec.
|
|
60 Sec.
|
|
Incremental
|
|
|
Readings
|
|
Correction
|
|
Pressure
|
|
Volume
|
|
Volume
|
|
Creep
|
|
Volume
|
|
Volume
|
|
Modulus
|
No.
|
|
(bars)
|
|
(bars)
|
|
(tsf)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(tsf)
|
1
|
|
|
0.00
|
|
|
|
0.26
|
|
|
|
0.3
|
|
|
|
40
|
|
|
|
70
|
|
|
|
30
|
|
|
|
39.5
|
|
|
|
69.5
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.39
|
|
|
|
0.4
|
|
|
|
107
|
|
|
|
110
|
|
|
|
3
|
|
|
|
106.4
|
|
|
|
109.4
|
|
|
|
5
|
|
3
|
|
|
0.75
|
|
|
|
0.49
|
|
|
|
0.9
|
|
|
|
145
|
|
|
|
145
|
|
|
|
0
|
|
|
|
144.2
|
|
|
|
144.2
|
|
|
|
21
|
|
4
|
|
|
1.50
|
|
|
|
0.56
|
|
|
|
1.6
|
|
|
|
175
|
|
|
|
175
|
|
|
|
0
|
|
|
|
173.8
|
|
|
|
173.8
|
|
|
|
44
|
|
5
|
|
|
2.25
|
|
|
|
0.63
|
|
|
|
2.3
|
|
|
|
205
|
|
|
|
205
|
|
|
|
0
|
|
|
|
203.4
|
|
|
|
203.4
|
|
|
|
46
|
|
6
|
|
|
3.00
|
|
|
|
0.70
|
|
|
|
3.0
|
|
|
|
235
|
|
|
|
235
|
|
|
|
0
|
|
|
|
233.1
|
|
|
|
233.1
|
|
|
|
48
|
|
7
|
|
|
1.00
|
|
|
|
0.65
|
|
|
|
1.0
|
|
|
|
210
|
|
|
|
210
|
|
|
|
0
|
|
|
|
209.1
|
|
|
|
209.1
|
|
|
|
170
|
|
8
|
|
|
2.00
|
|
|
|
0.68
|
|
|
|
2.0
|
|
|
|
225
|
|
|
|
225
|
|
|
|
0
|
|
|
|
223.6
|
|
|
|
223.6
|
|
|
|
139
|
|
9
|
|
|
3.00
|
|
|
|
0.73
|
|
|
|
3.0
|
|
|
|
250
|
|
|
|
250
|
|
|
|
0
|
|
|
|
248.1
|
|
|
|
248.1
|
|
|
|
83
|
|
10
|
|
|
3.75
|
|
|
|
0.82
|
|
|
|
3.7
|
|
|
|
290
|
|
|
|
295
|
|
|
|
5
|
|
|
|
287.8
|
|
|
|
292.8
|
|
|
|
33
|
|
11
|
|
|
4.50
|
|
|
|
0.93
|
|
|
|
4.3
|
|
|
|
350
|
|
|
|
360
|
|
|
|
10
|
|
|
|
347.6
|
|
|
|
357.6
|
|
|
|
23
|
|
12
|
|
|
5.25
|
|
|
|
1.06
|
|
|
|
5.0
|
|
|
|
410
|
|
|
|
440
|
|
|
|
30
|
|
|
|
407.4
|
|
|
|
437.4
|
|
|
|
20
|
|
13
|
|
|
5.75
|
|
|
|
1.26
|
|
|
|
5.3
|
|
|
|
520
|
|
|
|
580
|
|
|
|
60
|
|
|
|
517.2
|
|
|
|
577.2
|
|
|
|
6
|
|
|
|
|
E
d
=
|
|
|
47
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
111
|
|
|
TSF
|
|
P
t
=
|
|
|
5.5
|
|
|
TSF
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No. 10
|
|
|
Test Depth: 13.5-16.0 Feet
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
Pressuremeter Data Reduction (BX)
|
STS Job Number: 26363-E
|
|
|
Boring No.: 10
|
|
|
Test Depth: 13.5-16.0 Feet
|
|
|
|
|
|
Water Correction: 0.64
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
Corrected
|
|
|
|
|
Pressure
|
|
Inertia
|
|
Corrected
|
|
30 Sec.
|
|
60 Sec.
|
|
|
|
|
|
30 Sec.
|
|
60 Sec.
|
|
Incremental
|
|
|
Readings
|
|
Correction
|
|
Pressure
|
|
Volume
|
|
Volume
|
|
Creep
|
|
Volume
|
|
Volume
|
|
Modulus
|
No.
|
|
(bars)
|
|
(bars)
|
|
(tsf)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(tsf)
|
1
|
|
|
0.00
|
|
|
|
0.36
|
|
|
|
0.3
|
|
|
|
96
|
|
|
|
100
|
|
|
|
4
|
|
|
|
95.5
|
|
|
|
99.5
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.43
|
|
|
|
0.5
|
|
|
|
120
|
|
|
|
123
|
|
|
|
3
|
|
|
|
119.4
|
|
|
|
122.4
|
|
|
|
14
|
|
3
|
|
|
0.75
|
|
|
|
0.49
|
|
|
|
0.9
|
|
|
|
145
|
|
|
|
145
|
|
|
|
0
|
|
|
|
144.1
|
|
|
|
144.1
|
|
|
|
38
|
|
4
|
|
|
1.50
|
|
|
|
0.54
|
|
|
|
1.7
|
|
|
|
165
|
|
|
|
165
|
|
|
|
0
|
|
|
|
163.7
|
|
|
|
163.7
|
|
|
|
68
|
|
5
|
|
|
2.50
|
|
|
|
0.60
|
|
|
|
2.7
|
|
|
|
190
|
|
|
|
190
|
|
|
|
0
|
|
|
|
188.3
|
|
|
|
188.3
|
|
|
|
76
|
|
6
|
|
|
3.50
|
|
|
|
0.64
|
|
|
|
3.7
|
|
|
|
207
|
|
|
|
207
|
|
|
|
0
|
|
|
|
204.8
|
|
|
|
204.8
|
|
|
|
118
|
|
7
|
|
|
5.00
|
|
|
|
0.68
|
|
|
|
5.2
|
|
|
|
225
|
|
|
|
225
|
|
|
|
0
|
|
|
|
222.3
|
|
|
|
222.3
|
|
|
|
174
|
|
8
|
|
|
6.50
|
|
|
|
0.72
|
|
|
|
6.7
|
|
|
|
243
|
|
|
|
243
|
|
|
|
0
|
|
|
|
239.8
|
|
|
|
239.8
|
|
|
|
178
|
|
9
|
|
|
2.50
|
|
|
|
0.69
|
|
|
|
2.6
|
|
|
|
230
|
|
|
|
230
|
|
|
|
0
|
|
|
|
228.3
|
|
|
|
228.3
|
|
|
|
740
|
|
10
|
|
|
4.50
|
|
|
|
0.71
|
|
|
|
4.6
|
|
|
|
240
|
|
|
|
240
|
|
|
|
0
|
|
|
|
237.5
|
|
|
|
237.5
|
|
|
|
461
|
|
11
|
|
|
6.50
|
|
|
|
0.73
|
|
|
|
6.7
|
|
|
|
252
|
|
|
|
252
|
|
|
|
0
|
|
|
|
248.8
|
|
|
|
248.8
|
|
|
|
377
|
|
12
|
|
|
8.00
|
|
|
|
0.76
|
|
|
|
8.2
|
|
|
|
265
|
|
|
|
265
|
|
|
|
0
|
|
|
|
261.4
|
|
|
|
261.4
|
|
|
|
257
|
|
13
|
|
|
9.50
|
|
|
|
0.79
|
|
|
|
9.8
|
|
|
|
280
|
|
|
|
280
|
|
|
|
0
|
|
|
|
276.0
|
|
|
|
276.0
|
|
|
|
225
|
|
14
|
|
|
11.00
|
|
|
|
0.82
|
|
|
|
11.3
|
|
|
|
295
|
|
|
|
295
|
|
|
|
0
|
|
|
|
290.6
|
|
|
|
290.6
|
|
|
|
228
|
|
15
|
|
|
7.00
|
|
|
|
0.81
|
|
|
|
7.1
|
|
|
|
290
|
|
|
|
290
|
|
|
|
0
|
|
|
|
286.7
|
|
|
|
286.7
|
|
|
|
2298
|
|
16
|
|
|
9.00
|
|
|
|
0.82
|
|
|
|
9.2
|
|
|
|
297
|
|
|
|
297
|
|
|
|
0
|
|
|
|
293.1
|
|
|
|
293.1
|
|
|
|
706
|
|
17
|
|
|
11.00
|
|
|
|
0.83
|
|
|
|
11.3
|
|
|
|
303
|
|
|
|
303
|
|
|
|
0
|
|
|
|
298.6
|
|
|
|
298.6
|
|
|
|
831
|
|
18
|
|
|
12.50
|
|
|
|
0.86
|
|
|
|
12.8
|
|
|
|
317
|
|
|
|
320
|
|
|
|
3
|
|
|
|
312.3
|
|
|
|
315.3
|
|
|
|
206
|
|
19
|
|
|
14.00
|
|
|
|
0.90
|
|
|
|
14.4
|
|
|
|
335
|
|
|
|
340
|
|
|
|
5
|
|
|
|
330.0
|
|
|
|
335.0
|
|
|
|
178
|
|
20
|
|
|
15.50
|
|
|
|
0.97
|
|
|
|
15.8
|
|
|
|
370
|
|
|
|
380
|
|
|
|
10
|
|
|
|
364.8
|
|
|
|
374.8
|
|
|
|
89
|
|
|
|
|
E
d
=
|
|
|
226
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
768
|
|
|
TSF
|
|
P
t
=
|
|
|
24.2
|
|
|
TSF
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No. 10
|
|
|
Test Depth: 18.5-21.0 Feet
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
Pressuremeter Data Reduction (BX)
|
STS Job Number: 26363-E
|
|
|
Boring No.: 10
|
|
|
Test Depth: 18.5-21.0 Feet
|
|
|
|
|
|
Water Correction: 0.79
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
Corrected
|
|
|
|
|
Pressure
|
|
Inertia
|
|
Corrected
|
|
30 Sec.
|
|
60 Sec.
|
|
|
|
|
|
30 Sec.
|
|
60 Sec.
|
|
Incremental
|
|
|
Readings
|
|
Correction
|
|
Pressure
|
|
Volume
|
|
Volume
|
|
Creep
|
|
Volume
|
|
Volume
|
|
Modulus
|
No.
|
|
(bars)
|
|
(bars)
|
|
(tsf)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(tsf)
|
1
|
|
|
0.00
|
|
|
|
0.06
|
|
|
|
0.8
|
|
|
|
18
|
|
|
|
20
|
|
|
|
2
|
|
|
|
17.2
|
|
|
|
19.2
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.14
|
|
|
|
0.9
|
|
|
|
52
|
|
|
|
55
|
|
|
|
3
|
|
|
|
51.1
|
|
|
|
54.1
|
|
|
|
7
|
|
3
|
|
|
0.75
|
|
|
|
0.21
|
|
|
|
1.4
|
|
|
|
85
|
|
|
|
87
|
|
|
|
2
|
|
|
|
83.9
|
|
|
|
85.9
|
|
|
|
23
|
|
4
|
|
|
1.50
|
|
|
|
0.29
|
|
|
|
2.1
|
|
|
|
130
|
|
|
|
130
|
|
|
|
0
|
|
|
|
128.5
|
|
|
|
128.5
|
|
|
|
28
|
|
5
|
|
|
2.50
|
|
|
|
0.34
|
|
|
|
3.1
|
|
|
|
165
|
|
|
|
165
|
|
|
|
0
|
|
|
|
163.1
|
|
|
|
163.1
|
|
|
|
52
|
|
6
|
|
|
3.50
|
|
|
|
0.38
|
|
|
|
4.1
|
|
|
|
190
|
|
|
|
190
|
|
|
|
0
|
|
|
|
187.7
|
|
|
|
187.7
|
|
|
|
77
|
|
7
|
|
|
4.50
|
|
|
|
0.41
|
|
|
|
5.1
|
|
|
|
215
|
|
|
|
215
|
|
|
|
0
|
|
|
|
212.3
|
|
|
|
212.3
|
|
|
|
80
|
|
8
|
|
|
5.50
|
|
|
|
0.44
|
|
|
|
6.1
|
|
|
|
240
|
|
|
|
240
|
|
|
|
0
|
|
|
|
237.0
|
|
|
|
237.0
|
|
|
|
83
|
|
9
|
|
|
1.50
|
|
|
|
0.42
|
|
|
|
2.0
|
|
|
|
223
|
|
|
|
223
|
|
|
|
0
|
|
|
|
221.6
|
|
|
|
221.6
|
|
|
|
550
|
|
10
|
|
|
3.50
|
|
|
|
0.44
|
|
|
|
4.0
|
|
|
|
238
|
|
|
|
238
|
|
|
|
0
|
|
|
|
235.7
|
|
|
|
235.7
|
|
|
|
298
|
|
11
|
|
|
5.50
|
|
|
|
0.47
|
|
|
|
6.1
|
|
|
|
258
|
|
|
|
258
|
|
|
|
0
|
|
|
|
255.0
|
|
|
|
255.0
|
|
|
|
222
|
|
12
|
|
|
7.00
|
|
|
|
0.49
|
|
|
|
7.6
|
|
|
|
280
|
|
|
|
280
|
|
|
|
0
|
|
|
|
276.5
|
|
|
|
276.5
|
|
|
|
152
|
|
13
|
|
|
8.50
|
|
|
|
0.52
|
|
|
|
9.2
|
|
|
|
300
|
|
|
|
300
|
|
|
|
0
|
|
|
|
296.1
|
|
|
|
296.1
|
|
|
|
172
|
|
14
|
|
|
4.50
|
|
|
|
0.51
|
|
|
|
5.0
|
|
|
|
295
|
|
|
|
295
|
|
|
|
0
|
|
|
|
292.3
|
|
|
|
292.3
|
|
|
|
2437
|
|
15
|
|
|
6.50
|
|
|
|
0.53
|
|
|
|
7.1
|
|
|
|
310
|
|
|
|
310
|
|
|
|
0
|
|
|
|
306.7
|
|
|
|
306.7
|
|
|
|
321
|
|
16
|
|
|
8.50
|
|
|
|
0.54
|
|
|
|
9.1
|
|
|
|
317
|
|
|
|
317
|
|
|
|
0
|
|
|
|
313.1
|
|
|
|
313.1
|
|
|
|
725
|
|
17
|
|
|
10.00
|
|
|
|
0.56
|
|
|
|
10.7
|
|
|
|
338
|
|
|
|
338
|
|
|
|
0
|
|
|
|
333.8
|
|
|
|
333.8
|
|
|
|
171
|
|
18
|
|
|
11.50
|
|
|
|
0.59
|
|
|
|
12.2
|
|
|
|
362
|
|
|
|
365
|
|
|
|
3
|
|
|
|
357.4
|
|
|
|
360.4
|
|
|
|
135
|
|
19
|
|
|
13.00
|
|
|
|
0.64
|
|
|
|
13.7
|
|
|
|
400
|
|
|
|
405
|
|
|
|
5
|
|
|
|
395.1
|
|
|
|
400.1
|
|
|
|
93
|
|
20
|
|
|
14.50
|
|
|
|
0.70
|
|
|
|
15.2
|
|
|
|
450
|
|
|
|
460
|
|
|
|
10
|
|
|
|
444.9
|
|
|
|
454.9
|
|
|
|
70
|
|
|
|
|
E
d
=
|
|
|
162
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
523
|
|
|
TSF
|
|
P
t
=
|
|
|
20.3
|
|
|
TSF
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No. 10
|
|
|
Test Depth: 23.5-26.0 Feet
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
Pressuremeter Data Reduction (BX)
|
STS Job Number: 26363-E
|
|
|
Boring No.: 10
|
|
|
Test Depth: 23.5-26.0 Feet
|
|
|
|
|
|
Water Correction: 0.94
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
Corrected
|
|
|
|
|
Pressure
|
|
Inertia
|
|
Corrected
|
|
30 Sec.
|
|
60 Sec.
|
|
|
|
|
|
30 Sec,
|
|
60 Sec.
|
|
Incremental
|
|
|
Readings
|
|
Correction
|
|
Pressure
|
|
Volume
|
|
Volume
|
|
Creep
|
|
Volume
|
|
Volume
|
|
Modulus
|
No.
|
|
(bars)
|
|
(bars)
|
|
(tsf)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(tsf)
|
1
|
|
|
0.00
|
|
|
|
0.06
|
|
|
|
0.9
|
|
|
|
18
|
|
|
|
20
|
|
|
|
2
|
|
|
|
17.1
|
|
|
|
19.1
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.12
|
|
|
|
1.1
|
|
|
|
42
|
|
|
|
47
|
|
|
|
5
|
|
|
|
41.0
|
|
|
|
46.0
|
|
|
|
11
|
|
3
|
|
|
0.75
|
|
|
|
0.24
|
|
|
|
1.5
|
|
|
|
92
|
|
|
|
105
|
|
|
|
13
|
|
|
|
90.8
|
|
|
|
103.8
|
|
|
|
11
|
|
4
|
|
|
1.50
|
|
|
|
0.30
|
|
|
|
2.2
|
|
|
|
138
|
|
|
|
138
|
|
|
|
0
|
|
|
|
136.5
|
|
|
|
136.5
|
|
|
|
39
|
|
5
|
|
|
2.50
|
|
|
|
0.33
|
|
|
|
3.2
|
|
|
|
160
|
|
|
|
160
|
|
|
|
0
|
|
|
|
158.0
|
|
|
|
158.0
|
|
|
|
85
|
|
6
|
|
|
4,00
|
|
|
|
0.36
|
|
|
|
4.8
|
|
|
|
180
|
|
|
|
180
|
|
|
|
0
|
|
|
|
177.4
|
|
|
|
177.4
|
|
|
|
148
|
|
7
|
|
|
5.50
|
|
|
|
0.39
|
|
|
|
6.3
|
|
|
|
195
|
|
|
|
195
|
|
|
|
0
|
|
|
|
191.9
|
|
|
|
191.9
|
|
|
|
204
|
|
8
|
|
|
7.00
|
|
|
|
0.41
|
|
|
|
7.9
|
|
|
|
210
|
|
|
|
210
|
|
|
|
0
|
|
|
|
206.4
|
|
|
|
206.4
|
|
|
|
207
|
|
9
|
|
|
3.00
|
|
|
|
0.40
|
|
|
|
3.7
|
|
|
|
203
|
|
|
|
203
|
|
|
|
0
|
|
|
|
200.8
|
|
|
|
200.8
|
|
|
|
1456
|
|
10
|
|
|
5.00
|
|
|
|
0.41
|
|
|
|
5.8
|
|
|
|
210
|
|
|
|
210
|
|
|
|
0
|
|
|
|
207.1
|
|
|
|
207.1
|
|
|
|
654
|
|
11
|
|
|
7.00
|
|
|
|
0.41
|
|
|
|
7.9
|
|
|
|
217
|
|
|
|
217
|
|
|
|
0
|
|
|
|
213.5
|
|
|
|
213.5
|
|
|
|
646
|
|
12
|
|
|
8.50
|
|
|
|
0.43
|
|
|
|
9.4
|
|
|
|
230
|
|
|
|
230
|
|
|
|
0
|
|
|
|
226.1
|
|
|
|
226.1
|
|
|
|
247
|
|
13
|
|
|
10.00
|
|
|
|
0.44
|
|
|
|
11.0
|
|
|
|
240
|
|
|
|
240
|
|
|
|
0
|
|
|
|
235.7
|
|
|
|
235.7
|
|
|
|
328
|
|
14
|
|
|
12.00
|
|
|
|
0.46
|
|
|
|
13.0
|
|
|
|
255
|
|
|
|
255
|
|
|
|
0
|
|
|
|
250.3
|
|
|
|
250.3
|
|
|
|
294
|
|
15
|
|
|
8.00
|
|
|
|
0.46
|
|
|
|
8.9
|
|
|
|
252
|
|
|
|
252
|
|
|
|
0
|
|
|
|
248.2
|
|
|
|
248.2
|
|
|
|
4176
|
|
16
|
|
|
10.00
|
|
|
|
0.47
|
|
|
|
10.9
|
|
|
|
258
|
|
|
|
258
|
|
|
|
0
|
|
|
|
253.7
|
|
|
|
253.7
|
|
|
|
789
|
|
17
|
|
|
12.00
|
|
|
|
0.47
|
|
|
|
13.0
|
|
|
|
264
|
|
|
|
264
|
|
|
|
0
|
|
|
|
259.3
|
|
|
|
259.3
|
|
|
|
786
|
|
18
|
|
|
14.00
|
|
|
|
0.49
|
|
|
|
15.1
|
|
|
|
280
|
|
|
|
280
|
|
|
|
0
|
|
|
|
274.9
|
|
|
|
274.9
|
|
|
|
283
|
|
19
|
|
|
16.00
|
|
|
|
0.52
|
|
|
|
17.2
|
|
|
|
300
|
|
|
|
303
|
|
|
|
3
|
|
|
|
294.5
|
|
|
|
297.5
|
|
|
|
199
|
|
20
|
|
|
18.00
|
|
|
|
0.55
|
|
|
|
19.2
|
|
|
|
325
|
|
|
|
330
|
|
|
|
5
|
|
|
|
319.1
|
|
|
|
324.1
|
|
|
|
174
|
|
21
|
|
|
20.00
|
|
|
|
0.59
|
|
|
|
21.3
|
|
|
|
355
|
|
|
|
360
|
|
|
|
5
|
|
|
|
348.8
|
|
|
|
353.8
|
|
|
|
161
|
|
22
|
|
|
22.00
|
|
|
|
0.62
|
|
|
|
23.3
|
|
|
|
385
|
|
|
|
390
|
|
|
|
5
|
|
|
|
378.4
|
|
|
|
383.4
|
|
|
|
167
|
|
23
|
|
|
24.00
|
|
|
|
0.66
|
|
|
|
25.4
|
|
|
|
420
|
|
|
|
430
|
|
|
|
10
|
|
|
|
413.0
|
|
|
|
423.0
|
|
|
|
129
|
|
24
|
|
|
26.00
|
|
|
|
0.73
|
|
|
|
27.4
|
|
|
|
480
|
|
|
|
490
|
|
|
|
10
|
|
|
|
472.6
|
|
|
|
482.6
|
|
|
|
89
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
d
=
|
|
|
311
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
788
|
|
|
TSF
|
|
P
t
=
|
|
|
33.1
|
|
|
TSF
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No. 13
|
|
|
Test Depth: 8.5-11.0 Feet
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
Pressuremeter Data Reduction (BX)
|
STS Job Number: 26363-E
|
|
|
Boring No.: 10
|
|
|
Test Depth: 8.5-11.0 Feet
|
|
|
|
|
|
Water Correction: 0.49
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
Corrected
|
|
|
|
|
Pressure
|
|
Inertia
|
|
Corrected
|
|
30 Sec.
|
|
60 Sec.
|
|
|
|
|
|
30 Sec.
|
|
60 Sec.
|
|
Incremental
|
|
|
Readings
|
|
Correction
|
|
Pressure
|
|
Volume
|
|
Volume
|
|
Creep
|
|
Volume
|
|
Volume
|
|
Modulus
|
No.
|
|
(bars)
|
|
(bars)
|
|
(tsf)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(tsf)
|
1
|
|
|
0.00
|
|
|
|
0.16
|
|
|
|
0.3
|
|
|
|
60
|
|
|
|
65
|
|
|
|
5
|
|
|
|
59.5
|
|
|
|
64.5
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.24
|
|
|
|
0.5
|
|
|
|
100
|
|
|
|
102
|
|
|
|
2
|
|
|
|
99.3
|
|
|
|
101.3
|
|
|
|
8
|
|
3
|
|
|
0.75
|
|
|
|
0.29
|
|
|
|
1.0
|
|
|
|
126
|
|
|
|
130
|
|
|
|
4
|
|
|
|
125.1
|
|
|
|
129.1
|
|
|
|
29
|
|
4
|
|
|
1.50
|
|
|
|
0.35
|
|
|
|
1.7
|
|
|
|
170
|
|
|
|
170
|
|
|
|
0
|
|
|
|
168.7
|
|
|
|
168.7
|
|
|
|
33
|
|
5
|
|
|
2.50
|
|
|
|
0.40
|
|
|
|
2.7
|
|
|
|
205
|
|
|
|
205
|
|
|
|
0
|
|
|
|
203.3
|
|
|
|
203.3
|
|
|
|
55
|
|
6
|
|
|
3.50
|
|
|
|
0.44
|
|
|
|
3.7
|
|
|
|
240
|
|
|
|
240
|
|
|
|
0
|
|
|
|
237.8
|
|
|
|
237.8
|
|
|
|
58
|
|
7
|
|
|
1.50
|
|
|
|
0.43
|
|
|
|
1.6
|
|
|
|
225
|
|
|
|
225
|
|
|
|
0
|
|
|
|
223.8
|
|
|
|
223.8
|
|
|
|
300
|
|
8
|
|
|
2.50
|
|
|
|
0.44
|
|
|
|
2.7
|
|
|
|
239
|
|
|
|
239
|
|
|
|
0
|
|
|
|
237.3
|
|
|
|
237.3
|
|
|
|
155
|
|
9
|
|
|
3.50
|
|
|
|
0.47
|
|
|
|
3.7
|
|
|
|
258
|
|
|
|
258
|
|
|
|
0
|
|
|
|
255.8
|
|
|
|
255.8
|
|
|
|
114
|
|
10
|
|
|
4.50
|
|
|
|
0.52
|
|
|
|
4.7
|
|
|
|
295
|
|
|
|
300
|
|
|
|
5
|
|
|
|
292.5
|
|
|
|
297.5
|
|
|
|
51
|
|
11
|
|
|
5.50
|
|
|
|
0.59
|
|
|
|
5.6
|
|
|
|
355
|
|
|
|
365
|
|
|
|
10
|
|
|
|
352.1
|
|
|
|
362.1
|
|
|
|
34
|
|
12
|
|
|
6.50
|
|
|
|
0.70
|
|
|
|
6.6
|
|
|
|
425
|
|
|
|
460
|
|
|
|
35
|
|
|
|
421.8
|
|
|
|
456.8
|
|
|
|
25
|
|
13
|
|
|
7.00
|
|
|
|
0.82
|
|
|
|
7.0
|
|
|
|
550
|
|
|
|
580
|
|
|
|
30
|
|
|
|
546.7
|
|
|
|
576.7
|
|
|
|
9
|
|
|
|
|
E
d
=
|
|
|
57
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
134
|
|
|
TSF
|
|
P
t
=
|
|
|
7.3
|
|
|
TSF
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No.: 13
|
|
|
Test Depth: 13.5-16.0 Feet
|
|
|
|
|
|
STS Consultants, Ltd.
|
|
Pressuremeter Data Reduction (BX)
|
STS Job Number: 26363-E
|
|
|
Boring No.: 10
|
|
|
Test Depth: 13.5-16.0 Feet
|
|
|
|
|
|
Water Correction: 0.64
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
Corrected
|
|
|
|
|
Pressure
|
|
Inertia
|
|
Corrected
|
|
30 Sec.
|
|
60 Sec.
|
|
|
|
|
|
30 Sec.
|
|
60 Sec.
|
|
Incremental
|
|
|
Readings
|
|
Correction
|
|
Pressure
|
|
Volume
|
|
Volume
|
|
Creep
|
|
Volume
|
|
Volume
|
|
Modulus
|
No.
|
|
(bars)
|
|
(bars)
|
|
(tsf)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(cc)
|
|
(tsf)
|
1
|
|
|
0.00
|
|
|
|
0.08
|
|
|
|
0.6
|
|
|
|
25
|
|
|
|
28
|
|
|
|
3
|
|
|
|
24.3
|
|
|
|
27.3
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.17
|
|
|
|
0.7
|
|
|
|
65
|
|
|
|
70
|
|
|
|
5
|
|
|
|
64.2
|
|
|
|
69.2
|
|
|
|
6
|
|
3
|
|
|
0.75
|
|
|
|
0.28
|
|
|
|
1.2
|
|
|
|
122
|
|
|
|
125
|
|
|
|
3
|
|
|
|
121.0
|
|
|
|
124.0
|
|
|
|
13
|
|
4
|
|
|
1.50
|
|
|
|
0.32
|
|
|
|
1.9
|
|
|
|
148
|
|
|
|
148
|
|
|
|
0
|
|
|
|
146.6
|
|
|
|
146.6
|
|
|
|
59
|
|
5
|
|
|
3.00
|
|
|
|
0.35
|
|
|
|
3.4
|
|
|
|
170
|
|
|
|
170
|
|
|
|
0
|
|
|
|
167.9
|
|
|
|
167.9
|
|
|
|
132
|
|
6
|
|
|
4.00
|
|
|
|
0.39
|
|
|
|
4.4
|
|
|
|
200
|
|
|
|
200
|
|
|
|
0
|
|
|
|
197.5
|
|
|
|
197.5
|
|
|
|
65
|
|
7
|
|
|
5.50
|
|
|
|
0.43
|
|
|
|
6.0
|
|
|
|
225
|
|
|
|
225
|
|
|
|
0
|
|
|
|
222.0
|
|
|
|
222.0
|
|
|
|
124
|
|
8
|
|
|
7.00
|
|
|
|
0.46
|
|
|
|
7.5
|
|
|
|
250
|
|
|
|
250
|
|
|
|
0
|
|
|
|
246.6
|
|
|
|
246.6
|
|
|
|
128
|
|
9
|
|
|
3.00
|
|
|
|
0.44
|
|
|
|
3.3
|
|
|
|
240
|
|
|
|
240
|
|
|
|
0
|
|
|
|
238.0
|
|
|
|
238.0
|
|
|
|
1004
|
|
10
|
|
|
5.00
|
|
|
|
0.46
|
|
|
|
5.4
|
|
|
|
255
|
|
|
|
255
|
|
|
|
0
|
|
|
|
252.2
|
|
|
|
252.2
|
|
|
|
302
|
|
11
|
|
|
7.00
|
|
|
|
0.47
|
|
|
|
7.5
|
|
|
|
265
|
|
|
|
265
|
|
|
|
0
|
|
|
|
261.6
|
|
|
|
261.6
|
|
|
|
467
|
|
12
|
|
|
8.50
|
|
|
|
0.50
|
|
|
|
9.0
|
|
|
|
285
|
|
|
|
285
|
|
|
|
0
|
|
|
|
281.2
|
|
|
|
281.2
|
|
|
|
169
|
|
13
|
|
|
10.00
|
|
|
|
0.52
|
|
|
|
10.6
|
|
|
|
307
|
|
|
|
307
|
|
|
|
0
|
|
|
|
302.8
|
|
|
|
302.8
|
|
|
|
157
|
|
14
|
|
|
12.00
|
|
|
|
0.57
|
|
|
|
12.6
|
|
|
|
340
|
|
|
|
345
|
|
|
|
5
|
|
|
|
335.4
|
|
|
|
340.4
|
|
|
|
124
|
|
15
|
|
|
14.00
|
|
|
|
0.63
|
|
|
|
14.6
|
|
|
|
393
|
|
|
|
400
|
|
|
|
7
|
|
|
|
388.0
|
|
|
|
395.0
|
|
|
|
89
|
|
16
|
|
|
16.00
|
|
|
|
0.69
|
|
|
|
16.7
|
|
|
|
437
|
|
|
|
450
|
|
|
|
13
|
|
|
|
431.6
|
|
|
|
444.6
|
|
|
|
104
|
|
|
|
|
E
d
=
|
|
|
157
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
385
|
|
|
TSF
|
|
P
t
=
|
|
|
24.5
|
|
|
TSF
|
|
|
|
|
STS Consultants, Ltd.
|
|
|
|
Pressuremeter Data Reduction (BX)
|
|
|
STS Job Number: 26363-E
|
|
Date: 05-13-05
|
Boring No. 13
|
|
|
Test Depth: 21.0-23.5 Feet
|
|
|
Pressuremeter Data Reduction (BX)
STS Consultants, Ltd.
STS Job Number: 26363-E
Boring No.: 13
Test Depth: 21.0-23.5 Feet
Water Correction: 0.87
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
|
Corrected
|
|
|
|
|
|
|
Pressure
|
|
|
inertia
|
|
|
Corrected
|
|
|
30 Sec.
|
|
|
60 Sec.
|
|
|
|
|
|
|
30 Sec.
|
|
|
60 Sec.
|
|
|
Incremental
|
|
|
|
Readings
|
|
|
Correction
|
|
|
Pressure
|
|
|
Volume
|
|
|
Volume
|
|
|
Creep
|
|
|
Volume
|
|
|
Volume
|
|
|
Modulus
|
|
No.
|
|
(bars)
|
|
|
(bars)
|
|
|
(tsf)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(tsf)
|
|
1
|
|
|
0.00
|
|
|
|
0.06
|
|
|
|
0.8
|
|
|
|
20
|
|
|
|
22
|
|
|
|
2
|
|
|
|
19.2
|
|
|
|
21.2
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.11
|
|
|
|
1.1
|
|
|
|
37
|
|
|
|
40
|
|
|
|
3
|
|
|
|
36.1
|
|
|
|
39.1
|
|
|
|
18
|
|
3
|
|
|
0.75
|
|
|
|
0.27
|
|
|
|
1.4
|
|
|
|
115
|
|
|
|
120
|
|
|
|
5
|
|
|
|
113.9
|
|
|
|
118.9
|
|
|
|
7
|
|
4
|
|
|
1.50
|
|
|
|
0.31
|
|
|
|
2.1
|
|
|
|
145
|
|
|
|
145
|
|
|
|
0
|
|
|
|
143.5
|
|
|
|
143.5
|
|
|
|
53
|
|
5
|
|
|
2.50
|
|
|
|
0.34
|
|
|
|
3.2
|
|
|
|
162
|
|
|
|
162
|
|
|
|
0
|
|
|
|
160.0
|
|
|
|
160.0
|
|
|
|
112
|
|
6
|
|
|
4.00
|
|
|
|
0.36
|
|
|
|
4.7
|
|
|
|
175
|
|
|
|
175
|
|
|
|
0
|
|
|
|
172.4
|
|
|
|
172.4
|
|
|
|
233
|
|
7
|
|
|
6.00
|
|
|
|
0.38
|
|
|
|
6.8
|
|
|
|
190
|
|
|
|
190
|
|
|
|
0
|
|
|
|
186.8
|
|
|
|
186.8
|
|
|
|
274
|
|
8
|
|
|
8.00
|
|
|
|
0.40
|
|
|
|
8.8
|
|
|
|
205
|
|
|
|
205
|
|
|
|
0
|
|
|
|
201.2
|
|
|
|
201.2
|
|
|
|
278
|
|
9
|
|
|
10.00
|
|
|
|
0.42
|
|
|
|
10.9
|
|
|
|
220
|
|
|
|
220
|
|
|
|
0
|
|
|
|
215.7
|
|
|
|
215.7
|
|
|
|
282
|
|
10
|
|
|
6.00
|
|
|
|
0.41
|
|
|
|
6.7
|
|
|
|
213
|
|
|
|
213
|
|
|
|
0
|
|
|
|
209.8
|
|
|
|
209.8
|
|
|
|
1395
|
|
11
|
|
|
8.00
|
|
|
|
0.42
|
|
|
|
8.8
|
|
|
|
220
|
|
|
|
220
|
|
|
|
0
|
|
|
|
216.2
|
|
|
|
216.2
|
|
|
|
643
|
|
12
|
|
|
10.00
|
|
|
|
0.43
|
|
|
|
10.9
|
|
|
|
226
|
|
|
|
226
|
|
|
|
0
|
|
|
|
221.7
|
|
|
|
221.7
|
|
|
|
757
|
|
13
|
|
|
12.00
|
|
|
|
0.45
|
|
|
|
13.0
|
|
|
|
243
|
|
|
|
245
|
|
|
|
2
|
|
|
|
238.3
|
|
|
|
240.3
|
|
|
|
226
|
|
14
|
|
|
14.00
|
|
|
|
0.49
|
|
|
|
15.0
|
|
|
|
270
|
|
|
|
275
|
|
|
|
5
|
|
|
|
264.9
|
|
|
|
269.9
|
|
|
|
146
|
|
15
|
|
|
16.00
|
|
|
|
0.54
|
|
|
|
17.1
|
|
|
|
310
|
|
|
|
320
|
|
|
|
10
|
|
|
|
304.5
|
|
|
|
314.5
|
|
|
|
100
|
|
16
|
|
|
18.00
|
|
|
|
0.61
|
|
|
|
19.1
|
|
|
|
365
|
|
|
|
380
|
|
|
|
15
|
|
|
|
359.2
|
|
|
|
374.2
|
|
|
|
79
|
|
17
|
|
|
20.00
|
|
|
|
0.71
|
|
|
|
21.1
|
|
|
|
440
|
|
|
|
470
|
|
|
|
30
|
|
|
|
433.8
|
|
|
|
463.8
|
|
|
|
56
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
d
=
|
|
|
278
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
700
|
|
|
TSF
|
|
|
P
1
=
|
|
|
|
24.9
|
|
|
TSF
|
|
|
|
STS Consultants, Ltd.
|
|
|
Pressuremeter Data Reduction (BX)
STS Job Number: 26363-E Date: 05-13-05
Boring No. 13
Test Depth: 26.0-28.5 Feet
Pressuremeter Data Reduction (BX)
STS Consultants, Ltd.
STS Job Number: 26363-E
Boring No.: 13
Test Depth: 26.0-28.5 Feet
Water Correction: 1.02
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Corrected
|
|
|
Corrected
|
|
|
|
|
|
|
Pressure
|
|
|
Inertia
|
|
|
Corrected
|
|
|
30 Sec.
|
|
|
60 Sec.
|
|
|
|
|
|
|
30 Sec.
|
|
|
60 Sec.
|
|
|
Incremental
|
|
|
|
Readings
|
|
|
Correction
|
|
|
Pressure
|
|
|
Volume
|
|
|
Volume
|
|
|
Creep
|
|
|
Volume
|
|
|
Volume
|
|
|
Modulus
|
|
No.
|
|
(bars)
|
|
|
(bars)
|
|
|
(tsf)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(cc)
|
|
|
(tsf)
|
|
1
|
|
|
0.00
|
|
|
|
0.06
|
|
|
|
1.0
|
|
|
|
18
|
|
|
|
20
|
|
|
|
2
|
|
|
|
17.1
|
|
|
|
19.1
|
|
|
|
|
|
2
|
|
|
0.25
|
|
|
|
0.11
|
|
|
|
1.2
|
|
|
|
40
|
|
|
|
42
|
|
|
|
2
|
|
|
|
39.0
|
|
|
|
41.0
|
|
|
|
14
|
|
3
|
|
|
0.75
|
|
|
|
0.21
|
|
|
|
1.6
|
|
|
|
86
|
|
|
|
86
|
|
|
|
0
|
|
|
|
84.8
|
|
|
|
84.8
|
|
|
|
15
|
|
4
|
|
|
1.50
|
|
|
|
0.33
|
|
|
|
2.3
|
|
|
|
160
|
|
|
|
160
|
|
|
|
0
|
|
|
|
158.4
|
|
|
|
158.4
|
|
|
|
15
|
|
5
|
|
|
3.00
|
|
|
|
0.36
|
|
|
|
3.8
|
|
|
|
175
|
|
|
|
175
|
|
|
|
0
|
|
|
|
172.8
|
|
|
|
172.8
|
|
|
|
201
|
|
6
|
|
|
5.00
|
|
|
|
0.39
|
|
|
|
5.9
|
|
|
|
197
|
|
|
|
197
|
|
|
|
0
|
|
|
|
194.0
|
|
|
|
194.0
|
|
|
|
185
|
|
7
|
|
|
7.00
|
|
|
|
0.42
|
|
|
|
7.9
|
|
|
|
218
|
|
|
|
218
|
|
|
|
0
|
|
|
|
214.4
|
|
|
|
214.4
|
|
|
|
199
|
|
8
|
|
|
9.00
|
|
|
|
0.44
|
|
|
|
10.0
|
|
|
|
240
|
|
|
|
240
|
|
|
|
0
|
|
|
|
235.9
|
|
|
|
235.9
|
|
|
|
194
|
|
9
|
|
|
5.00
|
|
|
|
0.44
|
|
|
|
5.8
|
|
|
|
235
|
|
|
|
235
|
|
|
|
0
|
|
|
|
232.1
|
|
|
|
232.1
|
|
|
|
2209
|
|
10
|
|
|
7.00
|
|
|
|
0.45
|
|
|
|
7.9
|
|
|
|
243
|
|
|
|
243
|
|
|
|
0
|
|
|
|
239.4
|
|
|
|
239.4
|
|
|
|
577
|
|
11
|
|
|
9.00
|
|
|
|
0.46
|
|
|
|
10.0
|
|
|
|
252
|
|
|
|
252
|
|
|
|
0
|
|
|
|
247.9
|
|
|
|
247.9
|
|
|
|
507
|
|
12
|
|
|
11.00
|
|
|
|
0.49
|
|
|
|
12.0
|
|
|
|
273
|
|
|
|
277
|
|
|
|
4
|
|
|
|
268.5
|
|
|
|
272.5
|
|
|
|
177
|
|
13
|
|
|
13.00
|
|
|
|
0.53
|
|
|
|
14.1
|
|
|
|
312
|
|
|
|
315
|
|
|
|
3
|
|
|
|
307.1
|
|
|
|
310.1
|
|
|
|
119
|
|
14
|
|
|
15.00
|
|
|
|
0.60
|
|
|
|
16.1
|
|
|
|
365
|
|
|
|
375
|
|
|
|
10
|
|
|
|
359.7
|
|
|
|
369.7
|
|
|
|
79
|
|
15
|
|
|
17.00
|
|
|
|
0.70
|
|
|
|
18.1
|
|
|
|
435
|
|
|
|
465
|
|
|
|
30
|
|
|
|
429.3
|
|
|
|
459.3
|
|
|
|
56
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E
d
=
|
|
|
194
|
|
|
TSF
|
|
|
E
+
=
|
|
|
|
542
|
|
|
TSF
|
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|
P
1
=
|
|
|
|
21.9
|
|
|
TSF
|
|
|
|
STS General Notes
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DRILLING & SAMPLING SYMBOLS:
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|
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SS : Split Spoon - 1-3/8 I.D. 2 O.D,
|
|
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OS : Osterberg Sampler
|
Unless otherwise noted
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|
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HS : Hollow Stem Auger
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ST: Shelby Tube-2 O.D.
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|
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WS : Wash Sample
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Unless otherwise noted
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|
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FT : Fish Tail
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PA: Power Auger
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RB : Rock Bit
|
DB : Diamond Bit-NX, BX, AX
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BS: Bulk Sample
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AS : Auger Sample
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PM : Pressuremeter Test
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JS : Jar Sample
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GS : Giddings Sampler
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VS : Vane Shear
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|
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Standard N Penetration:
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|
Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split spoon sampler, except where otherwise noted.
|
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WATER LEVEL MEASUREMENT SYMBOLS:
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WL : Water Level
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WCI : Wet Cave In
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WS : While Sampling
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DCI : Dry Cave In
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WD : While Drilling
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BCR : Before Casing Removal
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AB : After Boring
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|
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ACR : After Casing Removal
|
Water levels indicated on the boring logs are the levels measured in the boring at the time
indicated. In pervious soils, the indicated elevations are considered reliable groundwater levels.
In impervious soils, the accurate determination of groundwater elevations may not be possible, even
after several days of observations; additional evidence of groundwater
elevations must be sought.
GRADATION DESCRIPTION AND TERMINOLOGY:
Coarse grained or granular soils have more than 50% of their dry weight retained on a #200 sieve;
they are described as boulders, cobbles, gravel or sand. Fine grained soils have less than 50% of
their dry weight retained on a #200 sieve; they are described as clay or clayey silt if they are
cohesive and silt if they are non-cohesive. In addition to gradation, granular soils are defined on
the basis of their relative in-place density and fine grained soils on the basis of their strength
or consistency and their plasticity.
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Description of Other
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Major Component of
|
|
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Components
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Sample
|
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Size Range
|
|
Present in Sample
|
|
Percent Dry Weight
|
Boulders
|
|
Over 8 in. (200 mm)
|
|
Trace
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1-9
|
Cobbles
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8 inches to 3 inches
|
|
|
|
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(200 mm to 75 mm)
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|
Little
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10-19
|
Gravel
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3 inches to #4 sieve
|
|
|
|
|
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|
(75 mm to 4.76 mm)
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|
Some
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20-34
|
Sand
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|
#4 to #200 sieve
|
|
|
|
|
|
|
(4.76 mm to 0.074 mm)
|
|
And
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|
35-50
|
Silt
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|
Passing #200 sieve
|
|
|
|
|
|
|
(0.074 mm to 0.005 mm)
|
|
|
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|
Clay
|
|
Smaller than 0.005 mm
|
|
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CONSISTENCY OF COHESIVE SOILS:
|
|
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|
Unconfined Compressive
|
|
|
|
RELATIVE DENSITY OF GRANULAR SOILS:
|
Strength, Qu, tsf
|
|
Consistency
|
|
N-Blows per foot
|
|
Relative Density
|
<0.25
|
|
Very Soft
|
|
0-3
|
|
Very Loose
|
0.25-0.49
|
|
Soft
|
|
4-9
|
|
Loose
|
0.50-0.99
|
|
Medium (firm)
|
|
10-29
|
|
Medium Dense
|
1.00-1.99
|
|
Stiff
|
|
30-49
|
|
Dense
|
2.00-3.99
|
|
Very Stiff
|
|
50-80
|
|
Very Dense
|
4.00-8.00
|
|
Hard
|
|
>80
|
|
Extremely Dense
|
>8.00
|
|
Very Hard
|
|
|
|
|
|
|
|
STS Soil Classification System
|
|
|
Fine-grained soilsCoarse-grained soils
(More than half of material is smaller than No. 200 sieve size)(More than half of material is larger than No. ZOO sieve size)
SandGravel
(More than half of coarse fraction(More than half of coorse fraction
Highly Silt and clay Silt and clay is smaller than No.
4. sieve size
)is. larger than No. 4 sieve size)
organic (Liquid limit greater than 50) (Liquid limit less than 50) Sand with fines Clean sandGravel with fines
(Appreciable amount (Little or no fines)(Appreciable amount) (Little or no fines)
of fines)of fines)
Determine percentages of send and gravel from groin-size curve, Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as fallows:
Less than 5 percentGW, GP, SW, SP
More than 12 percent .... CM, GC, SW, SC(3)
5 to 12 percentBorderline cases requiring dual symbols
|
Major Divisions Group Symbols Typical Names Laboratory Classification Criteria GW Well- graded, grovel, gravel- sand mixtures. little or no fines GP Poorly graded grovel, gravel- sand mixtures, little or no lines GM Silly grovel, gravel- sand- silt mixtures GC Clayey gravel, gravel sand- day mixtures SW Well- graded sand, gravelly sand. little or no fines SP Poorly graded sandr gravelly sand little or no fines SM Silty sand, sand silt mixtures SC Clayey sand, sand-
clay
mixtures ML Inorganic silt and very fin* sand. rock flour, silty or clayey fine sand or clayey silt with slight plasticity a Inorganic clay of low to medium plasticity. gravelly clay sandy cloy. silty clay lean clay OL Organic silt and organic silty clay of low plasticity MH Inorganic silt, micaceous or diotomaceous fine sandy or silty soils, elastic silt CH Inorganic clay of high plasticity, fot cloy OH Organic cloy of medium to high plasticity, organic silt PT Peat and other highly organic soil C,+=r- greater thon 4; C = ., between 1
ic
3
Dmc Dn x D«
Not meeting oil grodotion requirements for CW
Atlertoerg limits below A*
lino or PI less Ihon 4Above A line with
PI between
4
and 7
-
.
are borderf-in*
cases requiring use
Atterberg limits above A°f dual symbols
fine or
Pt
greater Ihon 7
C, =
=-
Greater than 6: CX_ -*r- between 1
&
3
u DioOio x
Ov
Wot frieetifig oft grodotion requirements for SW
Atterberg limits below AUmits |(Jtti in
line or PI less than *hatched ione with PI
between 4 and 7
|
|
|
|
1)
|
|
See STS General Notes for component gradation terminology, consistency of
cohesive soils and relative density of granular soils.
|
|
2)
|
|
Reference: Unified Soil Classification System
|
|
3)
|
|
Borderline classifications, used for soils possessing
characteristics of two
groups, are designated by combinations of group symbols
For example: CWGC, wellgraded gravelsand mixture
with clay binder.
|
|
|
|
STS Field and Laboratory Procedures
|
|
|
SUBSURFACE EXPLORATION FIELD PROCEDURES
Hand-Auger Drilling (HA)
In this procedure, a sampling device is driven into the soil by repeated blows of a sledge hammer
or a drop hammer. When the sampler is driven to the desired sample depth, the soil sample is
retrieved. The hole is then advanced by manually turning the hand auger until the next sampling
depth increment is reached. The hand auger drilling between sampling intervals also helps to clean
and enlarge the borehole in preparation for obtaining the next sample.
Power Auger Drilling (PA)
In this type of drilling procedure, continuous flight augers are used to advance the boreholes.
They are turned and hydraulically advanced by a truck, trailer or track-mounted unit as site
accessibility dictates. In auger drilling, casing and drilling mud are not required to maintain
open boreholes.
Hollow Stem Anger Drilling (HS)
In this drilling procedure, continuous flight augers having open stems are used to
advance the boreholes. The open stem allows the sampling tool to be used without removing the
augers from the borehole. Hollow stem augers thus provide support to the sides of the borehole
during the sampling operations.
Rotary Drilling (RB)
In employing rotary drilling methods, various cutting bits are used to advance the boreholes. In
this process, surface casing and/or drilling fluids are used to maintain open boreholes.
Diamond Core Drilling (DB)
Diamond core drilling is used to sample cemented formations. In this procedure, a double tube (or
triple tube) core barrel with a diamond bit cuts an annular space around a cylindrical prism of the
material sampled. The sample is retrieved by a catcher just above the bit. Samples recovered by
this procedure are placed in sturdy containers in sequential order.
|
|
|
STS Standard Boring Log Procedures
|
|
|
STS STANDARD BORING LOG PROCEDURES
In the process of obtaining and testing samples and preparing this report, standard procedures
are followed regarding field logs, laboratory data sheets and samples.
Field logs are prepared during performance of the drilling and sampling operations and are intended
to essentially portray field occurrences, sampling locations and procedures.
Samples obtained in the field are frequently subjected to additional testing and reclassification
in the laboratory by experienced geotechnical engineers, and as such, differences between the field
logs and the final logs may exist. The engineer preparing the report reviews the field logs,
laboratory test data and classifications, and using judgment and experience in interpreting this
data, may make further changes. It is common practice in the geotechnical engineering profession
not to include field logs and laboratory data sheets in engineering reports, because they do not
represent the engineers final opinions as to appropriate descriptions for conditions encountered
in the exploration and testing work. Results of laboratory tests are generally shown on the boring
logs or are described in the text of the report, as appropriate.
Samples taken in the field, some of which are later subjected to laboratory tests, are retained in
our laboratory for sixty days and are then discarded unless special disposition is requested by our
client. Samples retained over a long period of time, even in sealed jars, are subject to moisture
loss which changes the apparent strength of cohesive soil, generally increasing the strength from what was originally encountered in the field.
Since they are then no longer representative of the moisture conditions initially encountered,
observers of these samples should recognize this factor.
PHASE
I ENVIRONMENTAL SITE ASSESSMENT
1701-1715 Randall Road
Elgin, Illinois
Prepared For:
John B. Sanfilippo & Son, Inc.
2299 Busse Road
Elk Grove Village, Illinois 60007
Attn: Chuck Nicketta
Prepared By:
Pioneer Engineering & Environmental Services, Inc.
700 North Sacramento Boulevard, Suite 100
Chicago, Illinois 60612
(773) 722-9200
Pioneer Project #04-1523
Date Submitted:
November 15,
2004
The following personnel have prepared and/or reviewed this report.
/s/ Megan Wells-Paske
Megan Wells-Paske
Project Manager
Report Reviewer
Andrea B. Kleinaitis
Project Manager
Report Author
04-1523
Date
CONTENTS
|
|
|
|
|
|
|
PAGE
|
1.0 EXECUTIVE SUMMARY
|
|
|
1
|
|
|
2.0 STATEMENT OF WORK
|
|
|
5
|
|
|
3.0 HISTORICAL REVIEW
|
|
|
7
|
|
|
3.1 Introduction
|
|
|
7
|
|
3.2 Sanborn Fire Insurance Maps
|
|
|
7
|
|
3.3 USGS Topographic Maps
|
|
|
8
|
|
3.4 Aerial Photographs
|
|
|
9
|
|
3.5 Local Historical Sources
|
|
|
11
|
|
3.6 Key Site Manager Interview/Property Owner Questionnaire
|
|
|
12
|
|
|
4.0 SITE INSPECTION
|
|
|
|
|
|
4.1 Introduction
|
|
|
14
|
|
4.2 Site Location & General Description
|
|
|
14
|
|
4.3 Surrounding Properties
|
|
|
15
|
|
4.4 Physical Setting
|
|
|
16
|
|
4.5 Site Improvements
|
|
|
17
|
|
4.6 Site Utilities
|
|
|
18
|
|
4.7 Facility Operations & Wastes
|
|
|
18
|
|
4.8 Underground Storage Tanks
|
|
|
20
|
|
4.8.1 Subject Property Underground Storage Tanks
|
|
|
20
|
|
4.8.2 Adjacent Property Underground Storage Thanks
|
|
|
21
|
|
4.9 Other Petroleum/Hazardous Substance Storage
|
|
|
21
|
|
4.10 Asbestos-Containing Materials
|
|
|
22
|
|
4.11 Lead-Based Paint
|
|
|
23
|
|
4.12 Polychlorinated Biphenylic Compounds
|
|
|
23
|
|
|
5.0 ENVIRONMENTAL DATABASE REVIEW
|
|
|
|
|
|
5.1 Introduction
|
|
|
25
|
|
5.2 Federal & State Notifiers/Listings
|
|
|
26
|
|
|
6.0 FINDINGS AND OPINIONS
|
|
|
29
|
|
|
7.0 CONCLUSIONS
|
|
|
31
|
|
|
8.0 CLOSING REMARKS
|
|
|
32
|
|
|
9.0 REFERENCES
|
|
|
33
|
|
|
|
|
FIGURE 1:
|
|
Site Diagram
|
|
|
|
LIST OF APPENDICES:
|
|
|
APPENDIX A :
|
|
Area Map
|
APPENDIX B:
|
|
USGS Maps
|
APPENDIX C:
|
|
Aerial Photographs
|
APPENDIX D:
|
|
Photographic Log
|
APPENDIX E:
|
|
Environmental Database Report
|
Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
1.0 EXECUTIVE SUMMARY
Pioneer
Engineering & Environmental Services, Inc. (Pioneer) was engaged by John B. Sanfilippo
& Son, Inc. (Client) to complete a Phase I Environmental Site Assessment (ESA) of the subject
property identified as 1701-1715 Randall Road, in Elgin, Illinois. The subject property consists of
an irregular-shaped, approximate 97-acre parcel that is improved with two main structures (subject
buildings) and several additional smaller structures. A four-story office structure (subject
building-A [SB-A]), identified as 1707 Randall Road, encompasses approximately 103,000-square-feet
of the sites north-central portion, and a two-story
office/warehouse structure (subject building-B
[SB-B]), identified as 1701-1703 Randall Road, encompasses approximately 653,000-square-feet of the
sites southwestern portion. A fire protection system structure and picnic shelter are located on
the east-central portion of the site; another fire protection system structure is located southwest
of SB-B; a gatehouse is located on the west-central portion of the site; and a barn, identified as
Teeple Barn at 1715 Randall Road, is located on the northwestern portion of the site. See Figure 1
for a Site Diagram.
Investigation indicates that the northwestern portion of the subject property, along Randall Road,
was developed with residential/agricultural structures, including
Teeple Barn, by 1885, Between
1962 and 1972, additional residential structures were constructed on the northwestern and
east-central portions of the site. However, the majority of the subject property was historically
utilized for agricultural purposes. All of the former on-site structures, with the exception of
Teeple Barn, were reportedly demolished in the early 1990s. Subsequently, the subject buildings
and associated structures were constructed on site in the late 1980s, and were completed in
1991/1992. The site has reportedly been utilized exclusively by Matshushita Electric Corporation
of America (MECA) for office, training, electronic repair, diagnostic analysis, and
warehousing/distribution purposes since construction.
Pioneer performed a visual inspection of the site on November 8, 2004. As mentioned, the subject
property is currently occupied by MECA. SB-A is utilized primarily for office purposes; however, a
kitchen/cafeteria is also located on the first floor of this structure. Reportedly, wastes
generated in SB-A consist exclusively of general refuse and waste cooking grease. General refuse
is removed on an as-needed basis by Waste Management and waste cooking grease is removed from the
site on an as-needed basis by Torvac.
|
|
|
|
|
|
|
PIONEER ENGINEERING &
ENVIRONMENTAL SERVICES, INC.
|
|
November 15, 2004
|
-1-
Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
Operations conducted in SB-B include electronic equipment repair and diagnostic analysis,
circuit board fabrication, training, warehousing and packaging operations. The type of equipment
repaired and stored on site consists of a variety of electronic products, including television sets
(primarily plasma televisions), cash registers, VCR and DVD players, microwave ovens, massage
chairs, camcorders and robotic equipment. Electronic repair activities primarily consist of
replacing faulty parts, which includes limited soldering activities (to circuit boards) and dusting
the equipment (using compressed air cans). Diagnostic analysis activities include repairing damaged
equipment by identifying faulty parts or programming pre-made electronic equipment (i.e. cash
registers or chip and surging machines). Circuit boards are fabricated in the Simm Lab of SB-B by
placing plastic boards into machinery that generates holes and impregnates them with specified
materials contained on reels. Robotic welding machine training activities are also conducted in
SB-B, and electronic equipment packaged in the northwestern portion of SB-B is placed in cardboard
boxes/wooden crates and filled with a packaging foam (Insta-Pak).
Waste generated in SB-B includes general refuse, used batteries, electronic component waste (i.e.,
damaged parts/circuit boards), used oil and waste solder. General refuse is removed from SB-B by
Waste Management on an as-needed basis; used batteries are collected and sorted on-site before
being sent to an off-site Panasonic facility for recycling; and electronic waste is removed from
the site by Next Cycle. Reportedly, Safety Kleen is contracted to remove any unused chemicals,
used oil or waste solder generated on site on an as-needed basis; however, no waste oil or solder
was reportedly located on site at the time of the recent inspection,
Pioneer did not observe any unusual staining or odors or the bulk storage of petroleum/hazardous
substances on the subject property during the recent inspection. Additionally, Pioneer did not
observe any obvious evidence of underground storage tank (UST) emplacement on site during the
inspection and the subject property was not identified on the Illinois Register of USTs.
The
subject property, under the facility name MECA, was enrolled into the
Illinois EPAs (IEPAs)
Site Remediation Program (SRP) in May 2004, According to the environmental database report (see
Section 5.2), the subject propertys SRP listing currently retains an open (unresolved) status
associated with an approximate 500-gallon water/ethylene glycol (utilized as a coolant in the
on-site cooling systems) release that occurred in February 2004 from a cracked pipe attached to a
cooling tower located northwest of SB-B. Pioneer contacted MacTech Engineering & Consulting,
|
|
|
|
|
|
|
PIONEER ENGINEERING &
ENVIRONMENTAL SERVICES, INC.
|
|
November 15, 2004
|
-2-
Phase I
Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
Inc. (MacTec), the environmental firm handling the sites SRP listing, and Mr. James Whitesel,
MacTec Project Manager, stated that subsequent to the reported release, MacTec collected soil and
groundwater samples in the area of the cooling tower and throughout the subject property. According
to Mr. Whitesel, no evidence of ethylene glycol was identified in the samples collected. MacTecs
soil and groundwater investigation report was submitted to the IEPA and accepted as the
Site
Investigation, Site Objectives and Remediation Objectives Report,
Reportedly, a draft No Further
Remediation (NFR) letter (signifying formal closure) was issued by the IEPA in October 2004 for
the sites SRP listing; however, additional information, including tax identification numbers, was
required by the IEPA in order to release the final NFR letter. Subsequently, a final NFR letter
(signifying formal closure) was issued to the site on December 3, 2004.
Pioneer submitted a Freedom of Information Act (FOIA) request to the IEPA for additional
information pertaining to the site. According to the IEPA, MECA applied for art Illinois Generator
ID Number in July 1993; 20 hazardous waste manifests were requested from the IEPA at that time.
Additionally, MECA submitted a first
Notification of Regulated Waste Activity,
dated July 1993 for
the generation of less than 2,200 pounds of toxic wastes (D008 also identified as lead) on site
per calendar month.
Hazardous Waste Reports
(HWR), dating from 1993 to 1997, indicated that the
subject property was a periodic generator of hazardous waste. In 1994, approximately 157,900
pounds of hazardous waste were generated on site, identified as damaged consumer electric
products/items with the following waste codes: D006 (cadmium); D007 (chromium); D008 (lead);
and D009 (mercury). In 1995 and 1996, the site only generated D009 wastes, from spent
fluorescent ballasts. Reportedly, by 1997, no hazardous wastes were reportedly generated on site.
Additional IEPA documentation included an investigative report, dated May 19, 2004, prepared by
MacTec, indicating that a leak of ethylene glycol/water from a cooling tower located outside SB-B
was discovered. MacTec advanced six soil borings on site; two samples were collected in close
proximity to the release, and the remaining four samples were collected on the northern, eastern
and western portions of the site. Additionally, water samples were collected from all four on-site
ponds. The soil and water samples were analyzed for ethylene glycol; reportedly, none of the
samples exhibited levels of ethylene glycol above the laboratory detection limit (ten parts per
million). Based on the results of this investigation, MacTec recommended completing the IEMA
reporting requirements and seeking a Focused NFR letter from the IEPA.
|
|
|
|
|
|
|
PIONEER ENGINEERING &
ENVIRONMENTAL SERVICES, INC
|
|
November 15, 2004
|
-3-
Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
A review of the appropriate federal and state environmental databases revealed that one SRP
listing (the subject property, refer to preceding discussion) is located at or within the ASTM
minimum search distances.
Upon completion of this report, no recognized environmental conditions (RECs) were identified in
connection with the subject property.
The Executive Summary is intended to provide a brief overview of the findings of this
investigation. It should be noted that although the Executive Summary is an integral part of a
report, it should not be substituted in lieu of reading the entire report. The entire report must
be read in order to fully understand the findings and potential environmental concerns associated
with the subject property.
|
|
|
|
|
|
|
PIONEER ENGINEERING &
ENVIRONMENTAL SERVICES, INC.
|
|
November 15, 2004
|
-4-
Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
2.0 STATEMENT OF WORK
Pioneer Engineering & Environmental Services, Inc. (Pioneer) was engaged by John B. Sanfilippo
& Son, Inc. (Client) to complete a Phase I Environmental Site Assessment (ESA) of the subject
property identified as 1701-1715 Randall Road, in Elgin, Illinois. The site consists of an
irregular-shaped, approximate 97-acre parcel that is improved with two subject buildings and
several smaller structures. The subject buildings encompass a total of approximately 756,000 square
feet of the sites surface area. See Figure 1 for a Site Diagram and Appendix A for an Area Map.
A Phase I ESA is designed to identify, to the extent feasible pursuant to the processes described
by ASTM Standard Practice E 1527-00, recognized environmental conditions (see definition,
following page) in connection with the subject property. The ASTM standard was developed to provide
current owners, prospective buyers, lending institutions or other interested parties with qualified
professional judgments concerning the presence or likely presence of a petroleum/ hazardous
substance release or substantial threat of a release of a petroleum/hazardous substance. The scope
of this Phase I ESA includes a historical review of the sites development and prior use, visual
inspection of the site and any associated structures and other improvements, and a review of state
and federal environmental/regulatory databases for the subject site and surrounding properties in
accordance with the requirements of the ASTM standard. Pioneers Phase I ESAs are generally
expanded to identify several potential business environmental risk(s), including a search for
suspect asbestos-containing materials (ACMs), lead-based paint (LBP), and potential polychlorinated
biphenyl (PCB)-containing light ballasts. Thus, the information contained within this Phase I ESA
has been compiled in such a manner that meets or exceeds the recommended practices established by
ASTM Standard Practice E 1527-00, except whereas specified within this report.
The scope of the Phase I ESA can be further expanded from outlined above as specified by the
Client, or User. Unless specifically instructed by the User as to the purpose of the Phase I
ESA, Pioneer is required to assume that it is being prepared for the purpose of qualifying for the
innocent landowner defense to CERCLA liability. The following specific additions or instructions
were made by the User with regard to the purpose and practice of this Phase I ESA:
none.
|
|
|
|
|
|
|
PIONEER ENGINEERING &
ENVIRONMENTAL SERVICES, INC.
|
|
November 15, 2004
|
-5-
Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
The following terminology and definitions are specific to the ASTM standard:
Recognized Environmental Conditions:
the presence or likely presence of any hazardous
substances or petroleum products on a property under conditions that indicate an existing
release, a past release, or a material threat of a release of any hazardous substances or
petroleum products into structures on the property or into the ground, groundwater, or surface
water of the property. The term includes hazardous substances or petroleum products even under
conditions in compliance with laws. The term is not intended to include de minimis
conditions (see following definition).
De
Minimis Conditions:
(environmental) conditions that do not generally present a material
risk of harm to health or the environment and that generally would not be subject to
enforcement action if brought to the attention of appropriate governmental agencies.
Historical
Recognized Environmental Conditions:
(an) environmental condition which in the
past would have been considered a recognized environmental condition, but which may or may
not be considered a recognized environmental condition currently.
Business Environmental Risk:
a risk which can have a material environmental or
environmentally-driven impact on the business associated with the current or planned use of a
parcel of commercial real estate (such as asbestos, regulatory compliance, lead-based paint
issues, etc.), not necessarily limited to those environmental issues required to be
investigated in this (ASTM) practice.
Findings:
known or suspect environmental conditions associated with the property, and which
may include recognized environmental conditions, historical recognized environmental
conditions and de minimis conditions, among other environmental conditions.
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Elgin, Illinois
3.0 HISTORICAL REVIEW
3.1
Introduction
The historical review process is intended to provide a chronological outline of the prior uses and
development of the subject property in accordance with Section 7.3 of the ASTM standard. The
investigative research attempts to identify potential environmental hazards and their associations
with structures or operations of the past and present. Particular attention was focused on past
owners or operations that may have been involved with the generation, treatment, handling, storage,
or disposal of petroleum/hazardous materials and other practices that may have led to recognized
environmental conditions in connection with the subject property.
Pertinent information was collected from standard historical sources that were reasonably
ascertainable, such as Sanborn Fire Insurance Maps, USGS Topographic Maps, aerial photographs,
local building and fire department records, tax assessor records, zoning/land use records and
interviews with persons knowledgeable of the historical use of the site. Primary sources utilized
during this investigation are documented in Section 9.0 of this
report. A detailed account of the
sources contacted during this investigation, including the dates that information was requested and
last updated, is maintained on file at Pioneer and is available upon
request.
It should be noted that Pioneer was unable to obtain site documentation dating back to 1940, in
accordance with ASTM Standard Practice E 1527-00. However, from the documentation available, it
appears that the northwestern portion of the subject property, along Randall Road, was developed
with residential and agricultural (i.e., barn, shed) structures by 1885, and the east-central
portion of the site was developed with a residence by 1972. The remainder of the site was
undeveloped agricultural land prior to the development of the subject buildings in 1992.
3.2
Sanborn Fire Insurance Maps
Sanborn Fire Insurance Maps (Sanborn maps) provide detailed drawings of the location and use of
buildings in a given time period as early as the late 1800s. Pioneer reviewed the Sanborn map
collection on file at the University of Illinois at Chicago (UIC) Library. However, no maps were
found for the subject property or surrounding area.
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Elgin, Illinois
3.3
USGS Topographic Maps
Pioneer
reviewed USGS 7.5 Minute Topographic Maps (USGS maps) of the area, dated 1962, 1972, 1980,
1992 and 1998 (see Appendix B). The following provides a summary of the pertinent information
gathered from the USGS maps reviewed:
1962
:
On the earliest USGS map reviewed, the northwestern portion of the subject property, along
Randall Road, was developed with small, square, rectangular and circular structures that were
similar in appearance to residential and agricultural (i.e., barn, shed) structures; the
circular structure was similar in appearance to the current on-site Teeple Barn. The southern
portion of the site was traversed (in an east to west direction) by a roadway denoted as Lovers
Lane Road, which contained a Horizontal Control Station (a permanent mark utilized by the USGS
for future mapping activities) on its eastern portion. The remainder of the site appeared to be
undeveloped vacant land. The areas northwest of the subject property and west of the site were
developed with structures that appeared residential/agricultural in nature. The remaining
adjacent sites were revealed as being undeveloped vacant land. As a note, the Northwest Tollway
(a.k.a. Interstate 90) was developed farther north of the site.
1972 & 1980
: The 1972 and 1980 USGS maps revealed no significant changes to the majority of the
subject property. However, additional structures that appeared residential in nature were
developed on the northwestern portion of the site (along Randall
Road) and on the
east-central
portion of the site (north of Lovers Lane Road). No significant changes were revealed to the
adjacent sites.
1992
: The 1992 USGS map revealed no significant changes to the subject property, with the
exception that Lovers Lane Road had been relabeled as Fox Lane Road and the Horizontal Control
Station was labeled Almora (note: Almora is the town located directly south of the subject
property). The area southeast of the site was developed with a large, irregular-shaped
structure that was similar in appearance to a current southeast adjacent industrial structure,
and the west adjacent sites were further developed with structures that appeared residential in
nature. No significant changes were revealed to the north or south adjacent sites.
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Elgin, Illinois
1998
: On the 1998 USGS map, all the former on-site structures, with the exception of the
Teeple Barn (denoted as a Tank), had been demolished, and Fox Lane Road no longer traversed
the southern portion of the site but was relocated to the south of the subject property. The
north-central portion of the site was developed with an irregular-shaped structure that was
similar in appearance to subject building-A (SB-A); the southwestern portion of the site was
developed with a rectangular structure that was similar in appearance
to subject
building-B
(SB-B); and the east-central portion of the site contained two, small square-shaped structures
that were similar in appearance to the current on-site fire protection system structure and
picnic shelter. Further, stormwater detention ponds were denoted on the southeastern and
western portions of the site, and roadways similar to Alft Lane and Ring Road were denoted on
the western portion of the site (to provide access to the site from Randall Road) and around
the subject buildings, respectively. The former northwest adjacent residential structure had
been demolished and the northwest adjacent site was developed with an off-ramp associated with
the northerly-located Northwest Tollway. The east adjacent sites were located within an area
that did not specifically identify individual buildings due to the high structure density in
the region. However, no significant changes were revealed to the south or west adjacent sites.
As
mentioned, Teeple Barn was denoted as a Tank on the 1998 USGS map. This is likely due to an
error in updating the USGS maps.
3.4
Aerial Photographs
The following provides a summary of the pertinent information gathered from the aerial photographs
reviewed, which were dated 1980, 1990, 1999, 2001 and 2002 (see Appendix C):
1980
: The 1980 aerial photograph revealed that the northwestern portion of the site, along
Randall Road, was developed with several square and rectangular structures, that were similar in
appearance to a farmstead containing a residence and barns/shed, and
a
circular-shaped
structure
that was similar in appearance to the current on-site Teeple Barn; a structure that appeared
residential in nature was also located south of the farmstead (along Randall Road). A roadway
traversed the southern portion of the site (in an east to west direction), and another structure
that appeared residential in nature was located on the east-central portion of the site,
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Elgin, Illinois
north of this roadway. The remainder of the subject property appeared to be undeveloped land
utilized for agricultural purposes, with the exception that the northeastern portion of the
site appeared to contain forested land.
The northwest (north of the on-site farmstead) and west adjacent sites were developed with
structures that appeared similar to residential and/or agricultural structures. The remaining
adjacent areas appeared to be undeveloped agricultural land. The area farther north appeared to
be developed with a roadway that was similar in appearance to the current Northwest Tollway.
1990
:
The 1990 aerial photograph revealed that the north-central portion of the subject property
was graded and contained a foundation that was similar in appearance to SB-A. A roadway was
constructed along the western and central portions of the southern site border and traversed
through the southeastern portion of the site (in a northeasterly direction); this roadway was
similar in appearance to the current Fox Lane Road. Another roadway traversed north from Fox
Lane Road to the foundation of SB-A on the central portion of the site. Further, a
triangular-shaped body of water was located on the southeastern portion of the site, south of
Fox Lane Road and similar to the current-day improvements. As a note, several areas that were
similar in appearance to bodies of water were visible on the west-central portion of the site.
No significant changes were revealed to the remainder of the site.
The former north adjacent residential structure had been demolished and this area was
redeveloped with an off-ramp from the farther north Northwest Tollway. The east adjacent site
was developed with an irregular-shaped structure that was similar in appearance to the current
southeast adjacent industrial structure. No significant changes were revealed to the remaining
adjacent sites.
1999
to 2002
: The remaining aerial photographs revealed that the former on-site farmstead
structures had been demolished, with the exception of the northwesterly-located Teeple Barn.
The north-central and southwestern portions of the site were developed with structures that
were similar in appearance to the current subject buildings and associated asphalt-paved
parking and loading areas. Two smaller structures, similar to the fire protection system
structure and picnic shelter, were developed on the east-central portion of the site, and a
small structure, similar in appearance to the guard house, was visible on its west-central
portion. A roadway, similar to
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Elgin, Illinois
Ring Road, was visible around the perimeter of the site, and a roadway, similar to Alft Lane,
was visible on the west-central portion of the site (providing access to the subject property
from Randall Road). Further, an additional stormwater detention pond (north of Fox Lane Road)
was visible on the southeastern portion of the site, and two stormwater detention ponds were
observed on the western portion of the site. The remainder of the subject property contained
undeveloped vegetated (grass) cover; however, its northeastern portion appeared to contain
wooded growth.
The remaining aerial photographs revealed no significant changes to the majority of the adjacent
sites; however, the east adjacent site was further developed with an irregular-shaped structure
that was similar in appearance to the current northeast adjacent industrial structure.
3.5
Local Historical Sources
Pioneer submitted a Freedom of Information Act (FOIA) request to the City of Elgin Clerks Office
in an effort to review information the local code development and fire departments may have on
file for the subject property.
Pioneer reviewed the subject propertys file at the Code Development Department. The records did
not pre-date 1989 and indicated that the subject buildings were identified as 1701-1711 Randall
Road and that Teeple Barn was identified as 1715 Randall Road. Zoning Hearing Minutes, dated 1989,
indicated that the city was holding a hearing prior to altering the zoning of the subject
property. At that time, the site was described as a five-parcel site, consisting of approximately
100 acres, that was developed with three residential structures on three parcels (the remaining
two parcels were identified as being vacant). As a note, all of the structures were to be
demolished, with the exception of Teeple Barn, which was reportedly designated as a historic
landmark.
Numerous building permits (including electrical, plumbing, sewer and water utility, and heating,
ventilation and elevator equipment installation permits), dated 1990 to 1991, were issued to
Matsushita Electric Corporation of America (MECA) for the construction of SB-A, a
102,752-square-foot office building, and SB-B, a 653,184-square-foot warehouse structure. Numerous
office interior and alteration permits, dated 1993 to 2003, were also issued to the subject
buildings.
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Elgin, Illinois
Information provided for Teeple Barn indicated that the structure was stabilized by
repairing its columns, floor, sills barn bridge and buttress in 1997; structural repairs were
conducted and the cupola was reconstructed in 1999; and the structure was re-roofed in 2003.
The Elgin Fire Department file for the site included the following: numerous inspection records,
dating from August 1992 to September 2003; Commercial Cooking System Service Inspection Reports,
dating from November 1995 to July 2004; and numerous records for fire pump testing activities in
1997, 1999, 2000 and 2002. Additionally, Tier Two Emergency and Hazardous Chemical Inventory
sheets documented the presence of ethylene glycol (contained in the closed loop cooling system) on
site in 1996; the presence of ethylene glycol and sulfuric acid (in the batteries used in the
on-site fork-lifts) from 1998 through 2000; and the presence of ethylene glycol, sulfuric acid and
lead (in the batteries used in the on-site fork-lifts) from 2001 to 2003. Material Safety Data
Sheets (MSDS) for ethylene glycol and sulfuric acid were also included in the fire departments
file for the site.
Additionally,
the fire departments subject property file included an
Illinois Hazardous Materials
Incident Report
(H20040217), dated February 2004, that documented the release of an unknown amount
of ethylene glycol from a cooling tower and pipeline containing approximately 3,500- to
5,000-gallons of ethylene glycol in a piping loop. The incident report stated the release was due
to a small leak that affected approximately 10 square feet of land. No additional information
was provided; however, the incident report indicated that an environmental firm would be out to
assess the release in order to determine the volume of liquid released. See Section 5.2 for
additional information pertaining to the reported release of ethylene glycol at the subject
property.
3.6
Key Site Manager Interview/Property Owner Questionnaire
The subject property is reportedly owned by MECA. Pioneer interviewed Mr. James Indelak, MECA
Group Manager, and Mr. John Wachowski, MECA Purchasing and Fire and Safety Manager, for
information pertaining to the site. Mr. Indelak and Mr. Wachowski informed Pioneer that the
subject buildings and associated structures were constructed on the subject property in the early
1990s, following the demolition of several residential/agricultural structures. The site has
reportedly been utilized by MECA for office, electronic repair, diagnostic, training, warehousing
and
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Elgin, Illinois
distribution purposes since the time of construction, Mr. Indelak and Mr. Wachowski informed
Pioneer that they had no knowledge of the emplacement of underground storage tanks (USTs) on site;
however, Mr. Wachowski stated that two aboveground storage tanks (ASTs) are currently located on
the subject property (see Section 4.8.1). Further, Pioneer was informed that approximately
500-gallons of ethylene glycol (a cooling agent) was released from the air handling equipment north
of SB-B in 2004 and that the subject property was enrolled into the States Site Remediation
Program (SRP) in order to obtain closure for the release (see Section 5.2).
It should be noted that a
Kane County Chronicle
newspaper clipping, dated May 9, 2004, located in
SB-As conference room indicated that Teeple Barn was constructed in 1885. The article further
reported that the structure was the only 16-sided barn in Illinois and was historically a portion of
a dairy farm. Reportedly, residents of Elgin were attempting to raise funds in order to repair the
barn.
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Elgin, Illinois
4.0
SITE INSPECTION
4.1
Introduction
A visual inspection of the subject property consisted of a physical walk-through of the grounds and
buildings to obtain information regarding recognized environmental conditions in connection with
the subject site in accordance with Section 8.0 of the ASTM standard. Particular attention was
focused on, but not limited to, the nature of apparent past and present operations at and adjacent
to the subject site and a specific search for certain petroleum/hazardous substances. The purpose
of the inspection is to assess the potential of a release or imminent threat of a release of a
petroleum/ hazardous substance and/or waste based on the activities performed and observations
noted.
The following sections address the observations noted during the visual inspection conducted on
November 8, 2004. Pioneer personnel was accompanied by Mr. Wachowski during the inspection of the
interiors of the subject buildings, Teeple Barn and east-centrally-located fire protection
structure. It should be noted that observations of the interiors of the structures were limited
due to the presence of ceiling-high shelving units and stored goods. Further, observations of the
exterior of the site were limited due to the presence of numerous parked automobiles and
semi-trucks. As a note, access was not provided to the southwesterly-located fire protection
system structure, the gatehouse or the locked semi-loading dock area located south of SB-B. A
photographic log for the subject property is included in Appendix D of this report.
4.2
Site Location & General Description
The subject property, which is irregular in shape and encompasses approximately 97 acres, is
located at the northeast corner of Randall and Fox Lane Roads, south of the Northwest Tollway
(a.k.a. Interstate 90), in Elgin, Illinois. The site is improved by a four-story office structure
(SB-A) on its north-central portion; a two-story office/warehouse structure (SB-B) on its
southwestern portion; a fire protection system structure and picnic shelter on its east-central
portion; a second fire protection system structure (located southwest of SB-B); a gatehouse on its
west-central portion; and Teeple Barn on its northwestern portion. As a note, a ground-level
covered walkway is located
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Elgin, Illinois
on the central portion of the site, providing access from the western portion of SB-A to the
central portion of SB-B. See Figure 1 for a Site Diagram.
The subject property is bisected on its southeastern portion by Fox Lane Road, and Alft Lane is
located on the west-central portion of the site, providing access to the subject property from
Randall Road. Additionally, Ring Road traverses the perimeter of the site. Asphalt-paved parking
areas are located south of SB-A and southwest of SB-B and a cobblestone parking area is located at
the north-central portion of SB-A (this structures main entry). A concrete-paved semi-truck
parking area is located southeast of SB-B and a concrete-paved semi-truck loading/parking area is
located south of SB-B.
Two stormwater detention ponds are located on the southeastern portion of the site (one north and
one south of Fox Lane Road) and two stormwater detention ponds are located on the western portion
of the site (one north and one south of Alft Lane). Wooded vegetation, with an associated
mulch-lined walking path, is located on the northeastern portion of the site and the northwestern
portion of the site contains vegetative growth. The area east of SB-B is grass-covered and
contains a soccer field, baseball field and sand-filled volleyball court. Further, the area south
of the fire protection system structure/picnic shelter is improved with two fenced tennis courts.
Decorative landscaping and grass-cover are located throughout the remainder of the site, and a
large, grass-covered mound is located on the northern border of the site, east of the vegetated
area.
43
Surrounding Properties
The subject property is located within a mixed-use area of Elgin. The following provides a summary
of the adjacent properties noted during the recent site inspection.
North
:
The subject property is bordered to the north by undeveloped grass-covered land
(containing Commonwealth Edison overhead electric transmission lines), followed by a Northwest
Tollway off-ramp (to the northwest). Farther north is the Northwest Tollway.
East
:
The subject property is bordered to the east by Fox Lane Road (center) and two, one-story
industrial structures occupied by Colony Display (2000 Fox Lane Road) to the north, and Uni-
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Chem (1875 Fox Lane Road) to the south. Farther east are the Northwest Tollway and additional
industrial structures.
South
:
The subject property is bordered to the south by Fox Lane Road on its western and central
portions and by undeveloped agricultural land on its eastern portion. Farther south is undeveloped
agricultural land.
West
:
The subject property is bordered to the west by Randall Road, followed by (in a north to
south direction) undeveloped vacant land, Alft Lane and a 7-Eleven/Citgo gasoline station (1570
Randall Road).
4.4
Physical Setting
The topography of the central portion of the subject property is relatively level, with no
significant natural relief features. However, a mounded grass-covered area is located on the
northwestern portion of the site, and stormwater detention ponds are located on the southeastern
portion of the site and along its western border. According to the most recent USGS map available,
the elevation of the subject property is between 870 and 890 feet above mean sea level. Based on
further interpretation of this source, localized groundwater is expected to flow in a southerly
direction, towards Tyler Creek, which is located approximately 1.5 miles from the site (note:
site-specific conditions may vary due to a variety of factors, including geologic anomalies,
utilities, nearby pumping wells [if present] and subsurface structures and/or developments).
Pioneer reviewed Plate 1 of the ISGS Circular, dated 1984 and titled
Potential for Contamination of
Shallow Aquifers in Illinois,
by Berg, et al., indicating that the regional geologic materials
underlying the subject site are designated as AX-type soil. An AX soil type classification is
described as containing alluvium, a mixture of gravel, sand, silt and clay, which is located along
streams and is variable in composition and thickness.
Pioneer contacted Cowhey Gudmundson Leder, Ltd. (CGL), the engineering firm contracted by MECA to
assist in the design, development and construction of the on-site structures. According to Mr.
Hubert Loftus, Project Engineer for CGL, no fill materials were brought onto the subject
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Elgin, Illinois
property during construction activities. However, Mr. Loftus stated that there was an excess of
fill material generated during the development of the subject buildings and associated structures.
This excess fill was reportedly utilized to create the earthen berm (previously referred to as a
grass-covered mound) located along the northern portion of the site
(northeast of the Teeple Barn).
4.5
Site Improvements
SB-A, a four-story office structure, encompasses approximately 103,000-square-feet of the sites
north-central portion and is constructed of masonry and steel atop a concrete slab foundation.
SB-As first floor contains the main entry (north-central portion), a cafeteria/kitchen
(south-central
portion) and miscellaneous support offices (i.e., copy center, mail room, computer
rooms), the pump room, maintenance room and a fitness center. The remainder of the first floor and
the second and third floors are improved with office areas. The fourth floor is vacant and does not
contain interior improvements. Six cable-operated elevators are located in SB-A and a belowground
grease trap is located in SB-As kitchen. Flooring materials utilized throughout SB-A include
terrazzo, carpeting, vinyl and ceramic tile and concrete; walls consist of drywall, concrete block,
concrete and insulated concrete; and ceilings consist of drywall, drop-panel ceiling tile, concrete
and insulated concrete. Four overhead doors are located along the SB-As south exterior wall. An
enclosed outdoor patio is located southwest of SB-A and enclosed
air-handling/cooling
equipment is
located southeast of SB-A.
SB-B, a two-story office and warehouse/distribution structure, encompasses approximately
653,000-square-feet of the sites southwestern portion and is constructed of masonry and steel
atop a concrete slab foundation. The northwestern portion of SB-B (first and second floors)
contains general office areas, electronic repair/diagnostic offices and training rooms (note: the
second floor is currently unoccupied); the northeastern portion of the structure contains a small
garage and electric switch room; and the remainder of the structure consists of warehouse areas
(some areas are locked). As a note, a small mezzanine area, utilized to store small
parts/equipment, is located in the southeastern portion of the structure. The warehouse area is
equipped with a conveyor system and two hydraulic elevators are located in SB-Bs office area.
Flooring materials utilized throughout SB-B include terrazzo (main entry at the northwestern
portion), carpeting, vinyl and ceramic tile,
epoxy-coated
and exposed concrete; walls consist of
drywall, concrete block and concrete; and
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ceilings consist of drywall, drop-panel ceiling tile, concrete and a steel deck system in the
warehouse areas.
The
east-centrally
located fire protection system structure is constructed of concrete block atop a
concrete slab foundation, and the east-centrally located picnic shelter is constructed of concrete,
atop a concrete foundation with a wooden roof and no walls. The
Teeple Barn is constructed of wood
atop a concrete slab foundation, and the covered walkway, which connects SB-A to the SB-B, is
constructed of masonry, glass and steel. None of these structures contain interior improvements.
4.6
Site Utilities
The subject property is reportedly connected to the City of Elgin municipal water and sanitary
sewer systems. Elgin receives potable water from the Fox River Water Reclamation Plant. SB-A is
heated by internal natural-gas fired units (located on each floor); supplemental heat is provided
to the maintenance and kitchen areas by natural gas-fired, ceiling-suspended units. SB-A is cooled
by cooling towers located in a concrete block-walled area southeast of the structure. The office
areas of SB-B are heated by internal natural-gas fired units (located on each floor); supplemental
heat is provided to the garage and warehouse areas by natural gas-fired, ceiling-suspended units.
SB-B is cooled by cooling towers located in a concrete block-walled area northwest of the
structure. As a note, a natural gas-fired, ceiling-suspended unit was observed in the east-central
fire protection system structure. Natural gas is supplied by Nicor, and electrical service is
provided by Commonwealth Edison (ComEd).
4.7
Facility Operations & Wastes
The subject property is currently occupied by MECA primarily for office, electronic repair,
diagnostic analysis, training, warehousing and distribution purposes. Equipment repaired and
stored on site consists of a variety of electronic products, including television sets (primarily
plasma televisions), cash registers, VCR and DVD players, microwave ovens, massage chairs,
camcorders and robotic equipment
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SB-A is utilized primarily for office purposes; however, a copy center, a kitchen/cafeteria
and a maintenance room are also located on the first floor of this structure. As a note, Pioneer
was informed that only pre-packaged toner (i.e., no wet inks or solvents) is used in the copy
center, which conducts typical copying operations on a larger scale. Maintenance activities
conducted on site include replacing light bulbs, constructing cubicles and limited touch-up
painting activities. Reportedly, wastes generated in SB-A consist exclusively of general refuse and
waste cooking grease. General refuse, which is disposed into a compactor or numerous dumpsters
observed in the south-central loading dock, is removed on an as-needed basis by Waste Management.
As a note, numerous smaller recycling dumpsters were observed in SB-As kitchen area. Waste cooking
grease is removed from the site on an as-needed basis by Torvac, as observed by a waste grease
receptacle located in the south-central loading dock. Further, a below-ground grease trap located
in the kitchen area is reportedly serviced by Torvac four times per year.
Operations conducted in SB-B include electronic equipment repair and diagnostic analysis, circuit
board fabrication, training, warehousing and packaging operations. Electronic repair activities
primarily consist of replacing faulty parts, which includes limited soldering activities (to
circuit boards) and dusting the equipment (using compressed air cans). Diagnostic analysis
activities include repairing damaged equipment by identifying faulty parts or programming pre-made
electronic equipment (i.e. cash registers or chip and surging machines). Circuit boards are
fabricated in the Simm Lab of SB-B by placing plastic boards into machinery that generates holes
and impregnates them with specified materials contained on reels. Robotic welding machine training
activities are also conducted on site, and electronic equipment packaged in the northwestern
portion of SB-B is placed in cardboard boxes/wooden crates and filled with a packaging foam
(Insta-Pak).
Waste generated in SB-B includes general refuse, used batteries, electronic component waste (i.e.,
damaged parts/circuit boards), used oil and waste solder. General refuse is removed from SB-B by
Waste Management on an as-needed basis, as observed by dumpsters located throughout the structure
and two compactors located along the south exterior wall (note: one compactor was located in the
enclosed, southeasterly-located loading dock). Used batteries are collected and sorted on-site
before being sent to an off-site Panasonic facility for recycling, and electronic waste is removed
from the site by Next Cycle. Reportedly, Safety Kleen is contracted to remove any unused
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Elgin, Illinois
chemicals, used oil or waste solder generated on site on an as-needed basis; however, no
waste oil or solder was reportedly located on site at the time of the recent inspection.
As a note, MECA utilizes contractors for painting and lawn, elevator and fork-lift maintenance
activities. Pioneer was informed that Otis maintains the on-site elevators and Norvanco manages
SB-Bs warehouse activities. Further, J&D Lift maintains all on-site fork-lifts in a fork-lift
battery charging/repair area located in the southwestern portion of SB-B. A locked maintenance area
and triple trap oil/water separator system were observed in this area; however, Pioneer was
informed that this equipment is maintained by employees of J&D Lift. Further, the contractors
reportedly bring all supplies on-site and remove all wastes generated from their maintenance
activities.
Pioneer was informed that no wastewater discharge permits are associated with the subject property
as on-site operations do not involve any process wastewater. Further, Pioneer was informed that
the subject property formerly maintained an air permit associated with emissions generated during
the cleaning of computer key boards with air; however, these operations reportedly ceased and the
air permit was not renewed. It should be noted that a formal compliance audit was not included
within the scope of this assessment.
4.8
Underground Storage Tanks
Underground storage tanks (USTs) that exist or previously existed at sites may represent a
potential environmental risk due to the possibility of tank system failures and/or spills and
overfills. An inspection was conducted at the subject property in order to identify the location
of any USTs that exist or may have existed. Specific attention was focused on visual indications
of equipment associated with USTs, such as fill or vent piping, dispensers, dispenser islands, or
evidence of excavations. Information for the UST investigation was gathered from the visual
inspection, personal interviews, the local municipal agencies, and the Illinois Register of USTs.
4.8.1
Subject Property Underground Storage Tanks
No obvious evidence of the emplacement of USTs was observed on the subject property and the
site was not identified on the Illinois Register of USTs. Additionally, there was no
information
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1701-1715 Randall Road
Elgin, Illinois
pertaining to UST emplacement at the subject property in the Elgin Code Development or Fire
Departments files for the site.
4.8.2
Adjacent Property Underground Storage Tanks
None of the adjacent sites were identified on the Illinois Register of USTs. However, Pioneer
observed a currently-operating Citgo/7-Eleven gasoline station on the west adjacent site, across
Randall Road. Visual observations, including vent pipes, fill ports and dispenser islands,
indicated the presence of two USTs on this site, directly east of the on-site convenient store
structure. It should be noted that this site, which is located approximately 100 feet from the
subject property, is not currently identified as having a reported release (i.e., leaking UST
[LUST] incident).
No obvious evidence of the emplacement of USTs was observed on the remaining adjacent sites.
4.9
Other Petroleum/Hazardous Substance Storage
No bulk storage of petroleum/hazardous substances was note on site; however, Pioneer observed an
approximate 200-gallon diesel fuel AST in the east-centrally-located fire protection system
structure during the recent inspection. Reportedly, diesel fuel is utilized to run the fire
protection equipment in case of a fire; this equipment is tested once a week. Additionally, a
back-up generator is located at the southeastern portion of SB-A (in the enclosed cooling tower
area). A 270-gallon diesel fuel AST is located in the base of this equipment, which has only been
utilized once since installation in the early 1990s; this equipment is tested semi-annually. No
significant staining or other signs of leakage were observed in the area of the ASTs at the time of
the inspection. It should be noted the second fire protection system structure reportedly does not
contain any ASTs as its fire protection equipment is powered by electricity.
Pioneer also observed 55-gallon drums of Insta-Pak and a cleaner/degrcaser; and several
small-volume containers (one-pint to five-gallon) of the following materials in the subject
buildings: miscellaneous cleaning supplies; hydrochloric and nitric acid; acetone; paints; water
treatment
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1701-1715 Randall Road
Elgin, Illinois
chemicals (i.e., oxidizers); gasoline; spray paint; black top sealer; carpet adhesive;
primer; and hydraulic oil. The majority of these substances were
observed in flammables cabinets,
or in the individual workstations in the electronic repair areas. No significant staining or other
signs of product leakage were observed around the containers at the time of the recent site
inspection. As a note, Pioneer also observed 55-gallon spill kits and an overpack drum in SB-As
kitchen area; these containers are reportedly stored on site in case of a spill.
4.10
Asbestos-Containing Materials
This section addresses a potential environmental concern beyond the scope of ASTM Standard
Practice E 1527-00. Restrictions for asbestos use in building materials became more stringent in
the 1970s, and the use of friable and sprayed-on asbestos was prohibited in 1978 by the
Environmental Protection Agency with the passage of the National Emission Standards for Hazardous
Air Pollutants (NESHAP). Friable and sprayed-on asbestos-containing materials (ACMs) are easily
crumbled or pulverized and therefore easily made airborne. Friable ACMs are a potential health
hazard. Non-friable ACMs are not a major concern unless they become airborne by such processes as
sanding, drilling, milling, cutting, etc. during renovation or demolition.
A comprehensive asbestos survey is beyond the scope of this Phase I ESA. The asbestos survey
conducted at the subject property was limited to an inspection of readily-accessible interior
areas and was not intended to be suitable for pre-renovation or demolition purposes. Particular
attention was focused on identifying asbestos-containing insulation, plaster materials, floor
tiles, and sprayed or troweled-on structural coverings. Sampling and analysis were not included as
part of this investigation.
Pioneer
identified drywall (and associated tape/joint compound), 12" x
12" vinyl floor tile (and
associated mastic), and 2' x 4' drop ceiling tile, which are generally considered suspect ACMs, in
the office areas of the subject buildings; additionally, spray-on insulation was observed on the
fourth floor and in the kitchen area of SB-A. Based on the date of construction of the subject
buildings (early 1990s), Pioneer believes it is unlikely that these materials contain asbestos.
However, a review of original building supply lists, manufacturers documentation, and/or
analytical testing would be necessary to confirm this contention.
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Elgin, Illinois
4.11
Lead-Based Paint
The use of lead-based paint (LBP) was widespread in the construction industry prior to 1973, due
to its durability. At that time, amendments to the Lead-Based Paint Poisoning Prevention Act
established the allowable level of lead in paint to 0.5 percent by weight of dry sample. This
limit was implemented to eliminate the hazard of LBP in housing. LBPs can exist on any painted
surface. Such paint, if properly maintained and in good condition, poses little risk. However,
damaged or deteriorated surfaces can present a health threat, especially to children under six
years of age. Chipping or peeling paint poses a threat if ingested; however, the greatest danger
lies in the inhalation of dust particles. Lead dust particles, frequently associated with
deteriorating LBP, can be brought to the surface by moisture or can be released by friction or by
frequent impact on surfaces such as windows and door frames.
A comprehensive survey is beyond the scope of this Phase I ESA. The LBP survey conducted at the
subject property was necessarily limited to a visual inspection of readily accessible areas.
Particular attention was focused on identifying deteriorated areas of painted surfaces and frequent
impact surfaces such as window and door frames. Bulk sampling and analysis of suspect LBPs were not
included within the scope of this survey.
Painted surfaces were observed to be in good condition throughout the interior of the subject
buildings. Based upon the construction dates of the structures (early 1990s), the painted surfaces
are not considered to contain to LBP.
4.12
Potychlorinated Biphenylic Compounds
The use of Polychlorinated Biphenylic (PCB) compounds was widespread in various manufacturing and
industrial applications due to their superior dielectric, lubricating and fire-retardant
properties prior to their federal ban in 1979. Pioneers focus has been limited to the more common
potential PCB sources, which include dielectric fluids used in electrical equipment such as
transformers and capacitors, unless otherwise stated.
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Elgin, Illinois
Numerous step-down transformers were observed throughout the subject buildings during the recent
inspection. Based on their installation date Pioneer does not believe that this equipment
represents a significant environmental concern to the subject property at this time.
Several pad-mounted electrical transformers were observed on the subject property during the
recent inspection. The transformers appeared to be in sound condition, and no signs of leakage or
staining were noted. According to information previously received from ComEd, which owns and
maintains this equipment, all ComEd transformers in the northern Illinois area were replaced or
tested by 1988 and should now be considered non-PCB. Therefore, Pioneer does not believe that
this equipment represents a significant environmental concern to the subject property.
The ballasts associated with fluorescent light fixtures are also possible sources of PCBs
depending on their specific manufacturer and the date of manufacture. Equipment containing PCBs
that is old, neglected, or damaged may leak and is therefore potentially hazardous depending on
the actual PCB content and the specific PCB isomer involved. As a result, Pioneer includes a
discussion of this equipment although this specific potential source of PCBs is beyond the scope
of the ASTM standard.
Fluorescent light ballasts were observed throughout the subject buildings and in the
east-centrally-located fire protection system structure. However, ballasts located in these
structures were not considered as potential sources of PCBs, based upon their apparent age. No
additional suspect PCB-containing equipment was observed during the site inspection.
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Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
5.0 ENVIRONMENTAL DATABASE REVIEW
5.1
Introduction
The purpose of this section is to identify sites within a prescribed distance from the subject
property that are listed on standard environmental databases that may have a potential impact on
the subject property in accordance with Section 7.2 of the ASTM Standard. The following is a list
of federal and state databases searched for the area surrounding the subject property; the search
distances are noted in parenthesis.
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NPL:
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The National Priorities List (NPL) is a federal list of abandoned or uncontrolled hazardous
waste sites identified for priority remedial action under the Superfund program (1.0 mile).
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CERCLIS:
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The Comprehensive Environmental Response, Compensation and Liability Information
System (CERCLIS) is a compilation of the sites that the EPA has
investigated or is currently investigating, pursuant to the Comprehensive
Environmental Response, Compensation and Liability Act (CERCLA), for a
release or threatened release of a hazardous substance. It also includes
abandoned or uncontrolled waste sites identified under the federal
Superfund program (0.5 mile). Sites which have been investigated and
subsequently delisted from CERCLIS are designated as No Further Remedial
Action Planned (NFRAP) sites (subject and adjacent properties).
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RCRIS:
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The Resource Conservation and Recovery Information System (RCRIS) is a listing of
facilities that are regulated by the Resource Conservation and Recovery
Act (RCRA). RCRIS lists facilities that treat, store or dispose (TSD) of
hazardous waste (0.5 mile) and identifies hazardous waste handlers with
corrective action (CORRACTS) activity (1.0 mile). RCRIS also lists
small-quantity generators (SQGs) and large-quantity generators (LQGs) of
hazardous waste (subject and adjacent properties).
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ERNS:
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The Emergency Response Notification System (ERNS) records and stores information on
reported releases of oil and hazardous substances (subject property only).
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UST:
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The Underground Storage Tank (UST) database lists USTs registered with the Office of the
State Fire Marshal (subject property and adjacent properties).
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LUST:
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The Leaking Underground Storage Tank (LUST) records contain an inventory of LUST
incidents reported to the state (0.5 mile).
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SRP:
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The Illinois Site Remediation Program (SRP) database includes properties that are enrolled in
the states voluntary clean-up program (0.5 mile).
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SCL:
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The State Category List (SCL), which is no longer active, was compiled by the Illinois EPA
(IEPA) and includes sites identified for investigation or remediation. The
SCL is the state equivalent to the NPL or CERCLIS (1.0 mile).
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SWF/LF:
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The Solid Waste Facilities/Landfills (SWF/LF) records typically contain an inventory of solid
waste disposal facilities or landfills, active or inactive, in a particular state (0.5 mile).
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HISWD:
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The Historical Inventory of Solid Waste Disposal (HISWD) database is a one-time issued list,
compiled by the Northeastern Illinois Planning Commission (NIPC), which
identifies historical waste sites in Northern Illinois (0,5 mile).
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Phase I Environmental Site Assessment
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Elgin, Illinois
It should be noted that a Freedom of Information Act (FOIA) request would be required to
obtain more information concerning the compliance status of any of the sites identified during the
environmental database review. This request may take four to six weeks to obtain. As a matter of
standard practice, Pioneer would require client authorization prior to initiation of the process.
Any pertinent information subsequently received would then be forwarded to the client and
amendments, if warranted, to any recommendations made in this report would be evaluated at that
time.
5.2
Federal & State Notifiers/Listings
FirstSearch Technology Corporation (FirstSearch) provided regulatory information for the site and
surrounding properties in a radius map report. Properties/listings identified in the
Environmental
FirstSearch Report
within the ASTM minimum search distances from the subject property include one
SRP listing. Specific information regarding this listing can be found in the complete FirstSearch
report, which is included as Appendix E to this report.
The subject property was identified as an active SRP site on the environmental database report.
According to the FirstSearch report, the subject property was enrolled into the SRP in May 2004
and the listing currently retains an open (unresolved) status; however, the current on-line IEPA
database reported the SRP listing was closed and a No Further Remediation (NFR) letter
(signifying formal closure) was issued to the site on December 3, 2004. Mr. Indelak and Mr.
Wachowski stated that the sites SRP listing is associated with an approximate 500-gallon water/ethylene glycol (utilized as a coolant in the on-site cooling systems) release that occurred from
a cracked pipe attached to a cooling tower located northwest of SB-B in February 2004. Pioneer
contacted MacTech Engineering & Consulting, Inc. (MacTec), the environmental firm handling the
sites SRP listing. According to Mr. James Whitesel, MacTec Project Manager, subsequent to the
reported release, MacTec collected soil and groundwater samples in the area of the release and
throughout the subject property. According to Mr. Whitesel, no evidence of ethylene glycol was
identified in the samples collected. Further, Mr. Whitesel stated that ethylene glycol degrades
very rapidly and it was unlikely that elevated levels of ethylene glycol would be identified in
the samples analyzed. MacTecs soil and groundwater investigation report was submitted to the IEPA
and accepted as the
Site Investigation, Site Objectives and Remediation Objectives Report.
Reportedly, a draft NFR letter was issued by the IEPA in October 2004 for the sites SRP listing;
however,
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Phase I Environmental Site Assessment
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Elgin, Illinois
additional information, including tax identification numbers, was required by the IEPA in
order to release the final NFR letter.
Pioneer reviewed the Focused NFR letter, dated December 3, 2004, issued for the subject propertys
SRP listing. Reportedly, the letter was issued for the specified release of ethylene glycol at the
subject property, which is restricted to commercial/industrial land use. Further, the letter states
that the disturbance or removal of contamination that has been left in place must be done in
accordance with the
Remedial Action Plan
(RAP); access to soil contamination may be allowed if,
during and after any access, public heath and the environment are protected consistent with the
RAP.
Pioneer also submitted a FOIA request to the IEPA for additional information pertaining to
the subject property. According to the IEPA, MECA applied for an Illinois Generator ID Number in
July 1993; 20 hazardous waste manifests were requested from the IEPA at that time. Additionally,
MECA submitted a first
Notification of Regulated Waste Activity,
dated July 1993 for the generation
of less than 2,200 pounds of toxic wastes (D008 also identified as lead) per calendar month.
A 1993 IEPA
Hazardous Waste Report
(HWR), dated May 1994, indicated that the subject property did
not generate hazardous waste in 1993. A 1994 HWR, dated February 1995, stated that in 1994,
approximately 157,900 pounds of hazardous waste were generated on site, which was identified as
damaged consumer electric products/items that contained the following waste codes: D006
(cadmium); D007 (chromium); D008 (lead); and
D009 (mercury). A 1995 HWR, dated February 1996,
and a 1996 HWR, dated February 1997, indicated the site was only a periodic generator at this time
and that only D009 wastes, from spent fluorescent ballasts, were generated on site during 1995
and 1996. A 1997 HWR, dated February 1998, indicated that no hazardous wastes were generated on
site in 1997.
Additional IEPA documentation included an investigative report, dated May 19, 2004 and prepared by
MacTec Engineering and Consulting (MacTec). MacTec reported that HVAC contractor personnel
discovered a leak of ethylene glycol/water from a cooling tower located outside SB-B. MECA
reportedly called an incident in to IEMA, and incident number 20040217 was issued to the site,
MacTec subsequently advanced six soil borings on site; two samples were collected in close
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Phase I Environmental Site Assessment
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Elgin, Illinois
proximity to the release, and the remaining four samples were collected on the northern,
eastern and western portions of the site. Additionally, water samples were collected from all four
on-site ponds. The soil and water samples were analyzed for ethylene glycol; reportedly, none of
the samples exhibited levels of ethylene glycol above the laboratory detection limit (ten parts
per million). Based on the results of this investigation, MacTec recommended completing the IEMA
reporting requirements and seeking a Focused NFR letter from the IEPA.
Subsequently, MECA submitted a
Site Remediation Program Application and Services Agreement Form,
dated May 20, 2005, to the IEPA. This form documented MECAs request to be enrolled into the SRP
and requested a Focused NFR letter for the release of ethylene glycol documented at the site. A
letter, dated May 24, 2004, issued to MECA by the IEPA indicated
that the sites enrollment into the
SRP was complete and the Mr. Todd Gross would be assigned as the lEPAs Project Manager for the
site.
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Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
6.0 FINDINGS & OPINIONS
Based on the information gathered during this Phase I Environmental Site Assessment, within the
scope of this investigation and pursuant to the requirements of ASTM Standard Practice E 1527-00,
the following findings and opinions are presented below:
1.
Recognized Environmental Conditions:
2.
Historical Recognized Environmental Conditions:
3.
De Minimis Conditions:
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According to the IEPA, the subject property is identified as a closed SRP
site associated with an approximate 500-gallon water/ethylene glycol release that occurred
from a cracked pipe attached to a cooling tower located northwest of SB-B in February
2004. Apparently, the subject property was enrolled into the SRP in May 2004 and
according to a representative of MacTec, soil and groundwater samples were collected in
the area of the release and throughout the site and no evidence of ethylene glycol was
identified in the samples collected. Reportedly, a draft NFR letter for the sites SRP
listing was issued by the IEPA in October 2004 and the final Focused NFR letter was
issued by the IEPA on December 3, 2004. Based on the available information, Pioneer
believes the sites SRP listing represents a
de minimis
condition to the subject property
at this time. However, Pioneer recommends that the final Focused NFR letter be
properly recorded.
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Pioneer observed a currently-operating Citgo/7-Eleven gasoline station on the west
adjacent site, across Randall Road. Two USTs are currently located on this site, which
is apparently not identified on the Illinois Register of USTs. However, based on its
distance (~100 feet), the available information and/or the inferred southerly direction
of
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Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
groundwater flow, Pioneer believes the west adjacent gasoline station represents a
de minimis
condition to the subject property at this time.
4.
Business Environmental Risks:
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Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
7.0 CONCLUSIONS
Pioneer Engineering & Environmental Services, Inc. has performed this Phase I Environmental Site
Assessment in conformance with the scope and limitations of ASTM Practice E 1527-00 of the subject
property located at 1701-1715 Randall Road, in Elgin, Illinois. Any exceptions to, or deletions
from, this practice are expressed herein. This assessment has revealed no evidence of recognized
environmental conditions (RECs) in connection with the subject property.
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Phase I Environmental Site Assessment
1701-1715 Randall Road
Elgin, Illinois
8.0 CLOSING REMARKS
Pioneer warrants that the findings and conclusions contained herein have been promulgated in
accordance with ASTM Standard Practice E 1527-00,
Phase I Environmental Site Assessment Process,
only for the site described in this report. No environmental assessment can eliminate the
uncertainty regarding the potential for recognized environmental conditions in connection with a
property. The Phase I ESA is designed to reduce, but not eliminate, uncertainty regarding the
potential for recognized environmental conditions in connection with
a property.
Due to the limited nature of the work, there is a possibility that conditions may exist which
could not be identified within the scope of the assessment, or which were not apparent at the time
of the report preparation. The scope of the Phase I ESA does not include the sampling or
analytical testing of substances encountered at the subject site. Consequently, a subsurface
investigation would be necessary in order to analytically determine the environmental condition of
the subject site.
Pioneer is not responsible for independently verifying the information provided. Further, Pioneer
cannot be held responsible if the user, current owner or key site manager does not communicate to
Pioneer any specialized knowledge or experience that is material to recognized environmental
conditions in connection directly or indirectly with the subject property.
This report has been prepared for the sole use of the Client identified in the report and can not
be relied upon by other persons or entities without the joint permission of the Client and
Pioneer. The observations and conclusions contained herein are limited by the scope and intent of
the work mutually agreed upon by the Client and Pioneer and the work actually performed. Pioneer
believes the findings and conclusions provided in this report are reasonable. However, no
warranties are implied or expressed.
Pioneer appreciates the opportunity to be of service to you on this project. We hope this
information meets your needs at this time. If you have any questions regarding this initial
assessment, please contact us at (773) 722-9200.
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Phase I Environmental Site Assessment
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Elgin, Illinois
9.0 REFERENCES
Berg, et al.
Potential for Contamination of Shallow Aquifers in Illinois:
Illinois State
Geologic Survey Circular 532. Champaign: ISGS, 1984. Plate 1.
Elgin,
City of. Code Development Department. Review of subject property file. November 8, 2004.
Elgin, City of. Fire Department. Review of subject property file. November 15, 2004.
FirstSearch Technology Corporation (FirstSearch).
Environmental FirstSearch Report
1707 Randall
Road, Elgin, Illinois. November 1, 2004.
Focused No Further Remediation Letter. December 3, 2004.
IEPA.
FOIA documentation. November 22, 2004.
Indelak, James. MECA (the subject property owner) Group Manager. Interview during site
inspection. November 8, 2004.
Loftus,
Hubert. Cowhey Gudmundson Leder, Ltd. Telephone interview. November 15, 2004.
Northeastern Illinois Planning Commission. Aerial Photographs. UIC Library. Docs/Maps Dept.
Terraserver.com. Aerial Photographs. On-line.
United States Geological Survey. 7.5 Minute Series Topographic Maps Elgin, Illinois
Quadrangle. UIC Library. Docs/Maps Dept.
Wachowski, John. MECA Purchasing and Fire and Safety Manager. Interview during site inspection.
November 8, 2004.
Whitesel, James. MacTec Engineering & Consulting, Inc. Telephone interview. November 15,
2004.
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APPENDIX C
AERIAL PHOTOGRAPHS
APPENDIX D
PHOTOGRAPHIC LOG
APPENDIX E
ENVIRONMENTAL DATABASE REPORT
FirstSearch Technology Corporation
Environmental FirstSearch Report
TARGET PROPERTY:
1707 RANDALL ROAD
ELGIN IL 60123
Job Number: 04-1253
PREPARED FOR:
Pioneer Engineering & Environmental Services
700 N
Sacramento Blvd, Suite 101
Chicago, IL 60612
11-01-04
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Tel:
(317) 543-0010
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Fax: (317) 543-1344
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Environmental FirstSearch is a registered trademark of FirstSearch Technology Corporation. All rights reserved.
Environmental FirstSearch
Search Summary Report
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Target Site:
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1707 RANDALL ROAD
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ELGIN IL 60123
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FirstSearch Summary
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Database
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Updated
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Radius
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Site
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|
1/8
|
|
1/4
|
|
1/2
|
|
l/2>
|
|
ZIP
|
|
TOTALS
|
|
NPL
|
|
|
Y
|
|
|
|
09-12-04
|
|
|
|
1.00
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
CERCLIS
|
|
|
Y
|
|
|
|
09-13-04
|
|
|
|
0.50
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
0
|
|
|
|
0
|
|
NFRAP
|
|
|
Y
|
|
|
|
06-23-04
|
|
|
|
0.25
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
0
|
|
|
|
0
|
|
RCRA TSD
|
|
|
Y
|
|
|
|
09-12-04
|
|
|
|
0.50
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
0
|
|
|
|
0
|
|
RCRA COR
|
|
|
Y
|
|
|
|
09-12-04
|
|
|
|
1.00
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
RCRA GEN
|
|
|
Y
|
|
|
|
09-12-04
|
|
|
|
0.25
|
|
|
|
0
|
|
|
|
0
|
|
|
|
1
|
|
|
|
|
|
|
|
|
|
|
|
14
|
|
|
|
15
|
|
ERNS
|
|
|
Y
|
|
|
|
12-31-03
|
|
|
|
0.15
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
6
|
|
|
|
6
|
|
State Sites
|
|
|
Y
|
|
|
|
10-25-04
|
|
|
|
1.00
|
|
|
|
0
|
|
|
|
1
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
1
|
|
Spills- 1990
|
|
|
Y
|
|
|
|
NA
|
|
|
|
0.25
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
0
|
|
|
|
0
|
|
SWL
|
|
|
Y
|
|
|
|
12-31-02
|
|
|
|
0.50
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
2
|
|
|
|
2
|
|
REG UST/AST
|
|
|
Y
|
|
|
|
07-08-04
|
|
|
|
0.25
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
11
|
|
|
|
11
|
|
Leaking UST
|
|
|
Y
|
|
|
|
09-07-04
|
|
|
|
0.50
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
0
|
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
- TOTALS -
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0
|
|
|
|
1
|
|
|
|
1
|
|
|
|
0
|
|
|
|
0
|
|
|
|
33
|
|
|
|
35
|
|
Notice of Disclaimer
Due to the limitations, constraints, inaccuracies and incompleteness of government
information and computer mapping data currently available to FirstSearch Technology Corp.,
certain conventions have been utilized in preparing the locations of
all federal, state and
local agency sites residing in FirstSearch Technology Corp.s databases. All EPA NPL and state
landfill sites are depicted by a rectangle approximating their location and size. The
boundaries of the rectangles represent the eastern and western most longitudes; the northern
and southern most latitudes. As such, the mapped areas may exceed the actual areas and do not
represent the actual boundaries of these properties. All other sites are depicted by a point
representing their approximate address location and make no attempt to represent the actual
areas of the associated property. Actual boundaries and locations of individual properties can
be found in the files residing at the agency responsible for such information.
Waiver of Liability
Although
FirstSearch Technology Corp. uses its best efforts to research the actual
location of each site, FirstSearch Technology Corp. does not and can not warrant the
accuracy of these sites with regard to exact location and size. All authorized users of
FirstSearch Technology Corp.s services proceeding are signifying an understanding of
FirstSearch Technology Corp.s searching and mapping conventions, and agree to waive any and
all liability claims associated with search and map results showing incomplete and or
inaccurate site locations.
Environmental
FirstSearch
Site
Information Report
|
|
|
|
|
|
|
Request Date:
|
|
11-01-04
|
|
Search Type:
|
|
COORD
|
Requestor Name:
|
|
andrea kleinaitis
|
|
Job Number:
|
|
04-1253
|
Standard:
|
|
ASTM
|
|
|
|
|
|
|
|
TARGET ADDRESS:
|
|
1707 RANDALL ROAD
|
|
|
ELGIN IL 60123
|
Demographics
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sites:
|
35
|
|
Non-Geocoded:
|
|
|
33
|
|
|
Population:
|
|
NA
|
Radon:
|
0.9- 14.6 PCI/L
|
|
|
|
|
|
|
|
|
|
|
Site Location
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Degrees (Decimal)
|
|
Degrees (Min/Sec)
|
|
|
|
UTMs
|
Longitude:
|
|
|
-88.333718
|
|
|
-88:20:1
|
|
Easting:
|
|
|
389673.281
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Latitude:
|
|
|
42.076684
|
|
|
42:4:36
|
|
Northing:
|
|
|
4658937.33
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Zone:
|
|
|
16
|
|
Comment
Comment:
Additional Requests/Services
|
|
|
|
|
|
|
|
|
|
|
Adjacent ZIP Codes:
0 Mile(s)
|
|
|
|
|
|
Services:
|
|
|
|
|
ZIP
|
|
|
|
|
|
|
|
|
|
|
Code
City Name
|
|
|
|
ST
Dist/Dir Sel
|
|
|
|
Requested?
|
|
Date
|
|
|
|
|
|
|
Sanboms
|
|
No
|
|
|
|
|
|
|
|
|
Aerial Photographs
|
|
No
|
|
|
|
|
|
|
|
|
Topographical Maps
|
|
No
|
|
|
|
|
|
|
|
|
City Directories
|
|
No
|
|
|
|
|
|
|
|
|
Title Search
|
|
No
|
|
|
|
|
|
|
|
|
Municipal Reports
|
|
No
|
|
|
|
|
|
|
|
|
Online Topos
|
|
No
|
|
|
Environmental FirstSearch
Sites Summary Report
|
|
|
|
|
|
|
TARGET SITE:
|
|
1707 RANDALL ROAD
|
|
JOB:
|
|
04-1253
|
|
|
ELGIN IL 60123
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL:
|
|
|
35
|
|
|
GEOCODED:
|
|
|
2
|
|
|
NON GEOCODED:
|
|
|
33
|
|
|
SELECTED:
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ID
|
|
DB Type
|
|
Site Name/ID/Status
|
|
Address
|
|
Dist/Dir
|
|
Map ID
|
|
2
|
|
STATE
|
|
MATSUSHITA ELECTRIC
CORPORATION OF 0894385239/SRP-
ACTIVE
|
|
1707 NORTH RANDALL ROAD
ELGIN IL
60123
|
|
0.11 SW
|
|
|
2
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1
|
|
RCRAGN
|
|
VISION
ILR000118539/SGN
|
|
2425 ALFT LN
ELGIN IL 60123
|
|
0.21 SW
|
|
|
1
|
|
Environmental FirstSearch
Sites Summary Report
|
|
|
|
|
|
|
TARGET SITE:
|
|
1707 RANDALL ROAD
ELGIN IL 60123
|
|
JOB:
|
|
04-1253
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL:
|
|
|
35
|
|
|
GEOCODED:
|
|
|
2
|
|
|
NON GEOCODED:
|
|
|
33
|
|
|
SELECTED:
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
|
ID
|
|
DB Type
|
|
Site Name/ID/Status
|
|
Address
|
|
Dist/Dir
|
|
Map ID
|
|
21
|
|
ERNS
|
|
NRC-543884/RAILROAD
|
|
ST CHARLES STREET
ELGIN IL
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
22
|
|
ERNS
|
|
587163/RAIL HIGHWAY CLEARIN
|
|
ST STREET RT 31
ELGIN IL
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
25
|
|
UST
|
|
ACE COFFEE BAR INC 2002895/ACTIVE
|
|
30 W 626 ROUTE 20
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3
|
|
RCRAGN
|
|
ARIANS AUTO BODY ILD984849737/VGN
|
|
38 W 604 RTE 20
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
26
|
|
UST
|
|
CHICAGO GRAVEL-ELGIN PIT 2002874/CLOSED
|
|
RT 25
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
17
|
|
ERNS
|
|
COMMONWEALTH EDISON 175111/FIXED
FACILITY
|
|
TSS 79, SPAULDING ADJACENT TO
ELGIN IL
60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4
|
|
RCRAGN
|
|
DIGITAL APPLIANCE CONTROLS
ILR000118265/VGN
|
|
1901 SOUTH ST
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5
|
|
RCRAGN
|
|
DUO FAST CORP ILR000103341/VGN
|
|
2400 GALVIN DR
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
24
|
|
SWL
|
|
ELGIN COMPOST FACILITY
0894380047-COMP/CLOSED
|
|
SOUTH MCLEAN BLVD, SOUTH OF RO
ELGIN IL
60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
23
|
|
SWL
|
|
ELGIN COMPOST FACILITY
0894380047/ACTIVE
|
|
SOUTH MCLEAN BLVD, SOUTH OF RO
ELGIN IL
60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6
|
|
RCRAGN
|
|
FIRST PRIORITY INC ILR000124222/LGN
|
|
1585 TODD FARM DR
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7
|
|
RCRAGN
|
|
HERITAGE CRYSTAL CLEAN LLC
ILR000130062/TR
|
|
2250 POINT BLVD STE 250 ELGIN IL
60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8
|
|
RCRAGN
|
|
HOME DEPOT 1934 ILR000125591/SGN
|
|
966 N RANDALL RD
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18
|
|
ERNS
|
|
1-90 WEST BOUND ON THE RAMP TO IL R
NRC-618328/MOBILE
|
|
ELGIN IL
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
27
|
|
UST
|
|
LANDWEIER LYNN 2005762/EXEMPT
|
|
RT 2 BOX 198
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9
|
|
RCRAGN
|
|
LARKIN CENTER ILR000116921/SGN
|
|
59 PARK ROW
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
19
|
|
ERNS
|
|
LIPTON FOODS PLANT
NRC-546584/RAILROAD
|
|
ELGIN IL
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10
|
|
RCRAGN
|
|
M TEK
ILR000123281/SGN
|
|
1175 JANSEN FARM CT
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
28
|
|
UST
|
|
METROPOLITAN RAIL 2033057/EXEMPT
|
|
NATIONAL ST PARKING FAC ELGIN IL
60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11
|
|
RCRAGN
|
|
MOTOROLA D1ST & SERV CENTER
ILR000108332/SGN
|
|
2200 CALVIN DR
ELGIN IL 60123
|
|
NON GC
|
|
|
Environmental
FirstSearch
Sites
Summary Report
|
|
|
|
|
|
|
TARGET SITE:
|
|
1707 RANDALL ROAD
|
|
JOB:
|
|
04-1253
|
|
|
ELGIN IL 60123
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TOTAL:
|
|
|
35
|
|
|
GEOCODED:
|
|
|
2
|
|
|
NON GEOCODED:
|
|
|
33
|
|
|
SELECTED:
|
|
|
0
|
|
|
|
|
|
|
|
|
|
|
|
|
ID
|
|
DB Type
|
|
Site Name/ID/Status
|
|
Address
|
|
Dist/Dir
|
|
Map ID
|
|
29
|
|
UST
|
|
MP 326
2022097/MERGED
|
|
R R SPAULING RD
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12
|
|
RCRAGN
|
|
NICOR GAS STATION 234
ILD984901421/SGN
|
|
SHOE FACTORY RD
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30
|
|
UST
|
|
NU-WAY TREE MOVING INC 2008217/EXEMPT
|
|
RT 2 BOX 191
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
13
|
|
RCRAGN
|
|
PARKER SEALS ILR000119735/VGN
|
|
2565 NORTHWEST PKWY
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
31
|
|
UST
|
|
PET-AG INC
2035465/EXEMPT
|
|
30W432 ROUTE 20
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
32
|
|
UST
|
|
READ SEPTIC SER 2018576/CLOSED
|
|
322 LONGRIDGE RD
ELGIN IL 60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14
|
|
RCRAGN
|
|
ROHM & HAAS MIDWEST TECH
CTR
ILR000111716/SGN
|
|
2531 TECHNOLOGY DR STE 301
ELGIN EL
60123
|
|
NON GC
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20
|
|
ERNS
|
|
SAFETY KLEEN 390362/HIGHWAY RELATED
|
|
BETWEEN ST CHARLES AND ELGIN/R
ELGIN IL
60123
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NON GC
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15
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RCRAGN
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STAR DISPLAYS INC ILD984848481/VGN
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38 W 636 RTE 20
ELGIN IL 60123
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NON GC
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33
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UST
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VACANT
2041880/CLOSED
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960 N. MCLEAN BLVD.
ELGIN IL 60123
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NON GC
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16
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RCRAGN
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VICTORY LITHOGRAPH INC
ILR000121277/SGN
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39 W 433 HIGHLAND
ELGIN IL 60123
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NON GC
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34
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UST
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VILLAGE OF BARTLETT 2027362/ACTIVE
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31 W 124-RT 20
ELGIN IL 60123
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NON GC
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35
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UST
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W R MEADOWS HANGER 2015132/CLOSED
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RT 31 ELGIN AIRPORT
ELGIN IL 60123
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NON GC
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Environmental
FirstSearch
Site Detail Report
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TARGET SITE:
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1707 RANDALL ROAD
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JOB:
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04-1253
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ELGIN IL 60123
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STATE SITE
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SEARCH
ID:
2
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DIST/DIR:
0.11 SW
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MAP
ID:
2
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NAME:
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MATSUSHITA ELECTRIC CORPORATION OF AMERI
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REV:
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10/25/04
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ADDRESS:
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1707 NORTH RANDALL ROAD
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ID1:
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0894385239
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ELGIN IL 60123
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ID2:
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ILD984921296
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KANE
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STATUS:
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SRP- ACTIVE
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CONTACT:
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JAMES INDELAK
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PHONE:
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8474684944
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SITE INFORMATION
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DATE
ENROLLED:
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5/21/2004
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AVERAGE:
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99
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SITE
TYPE:
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REMEDIATION
APPLICANT:
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MR. JAMES INDELAK
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1707
NORTH RANDALL ROAD
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ELGIN,
IL 60123-
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PHONE:
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8474684944
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CONSULTANT:
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JAMES L. WHITESEL
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MACTEC
ENGINEERING & CONSULTING,
INC.
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1200 JORIE BOULEVARD
SUITE 230
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OAK BROOK, IL
60523-
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PHONE:
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(630) 571-2162
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PROJECT
MANAGER:
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GROSS
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SECTION
4 (Y) LETTER:
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NFR
LETTER:
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DATE
RECORDED:
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Site Details Page - 1
Environmental FirstSearch
Site Detail Report
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TARGET SITE:
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1707 RANDALL ROAD
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JOB:
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04-1253
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ELGIN IL 60123
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RCRA GENERATOR SITE
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SEARCH ID:
1
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D1ST/DIR:
0.21 SW
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MAP ID:
1
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NAME:
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VISION
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REV:
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9/13/04
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ADDRESS:
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2425 ALFT LN
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ID1:
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ILR000118539
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ELGIN IL 60123
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ID2:
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KANE
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STATUS:
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SGN
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CONTACT:
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BOB NELSON
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PHONE:
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8479318977
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SITE INFORMATION
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CONTACT INFORMATION:
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BOB NELSON
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2425 ALFT LN
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ELGIN IL 60123
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PHONE:
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8479318977
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UNIVERSE INFORMATION:
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SNC:
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N-NO
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BOYSNC:
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N-NO
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GPRA PERMIT:
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N-NO
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GPRA POSTCLOSURE:
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N-NO
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GPRA CA:
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N-NO
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GPRA CME:
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N-NO
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PERM PROG:
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N-NO
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PREM W
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IMPORTER ACTIVITY:
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N-NO
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MIX WASTE GEN:
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N-NO
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RECYCLER ACT:
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N-NO
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TRANS ACT:
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N-NO
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TSD ACT:
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N-NO
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U GRND INJ ACT:
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N-NO
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UNIV
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USED OIL INFORMATION
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BURNER:
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N-NO
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PROCESSOR:
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N-NO
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REFINER:
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N-NO
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MARKET BURNER:
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N-NO
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SPEC MARKETER:
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N-NO
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TRANSFER FAC:
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N-NO
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TRANSPORTER:
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SECOND ID:
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OFF SITE RECEIPT:
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ACCESSIBILITY:
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COUNTY OWNER:
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FED WSTE GEN OWNER:
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HQ
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FED WASTE GEN:
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2
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STATE WSTE GEN OWNER:
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NAIC
INFORMATION
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62132 OFFICES OF OPTOMETRISTS
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ENFORCEMENT INFORMATION:
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VIOLATION INFORMATION:
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HAZARDOUS WASTE INFORMATION:
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Ignitable waste
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Site Details Page 2
Environmental FirstSearch
Site Detail Report
|
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TARGET SITE:
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1707 RANDALL ROAD
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JOB:
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04-1253
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ELGIN IL 60123
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No sites were selected!
Selected Site Details Page 1
Environmental FirstSearch
Federal Databases and Sources
ASTM Databases:
CERCLIS:
Comprehensive Environmental Response Compensation and Liability Information System.
The EPAs database of current and potential Superfund sites currently or previously under
investigation. Source: Environmental Protection Agency.
Updated
quarterly
.
CERCLIS-NFRAP (Archive) :
Comprehensive Environmental Response Compensation and Liability
Information System Archived Sites.
The Archive designation means that, to the best of EPAs
knowledge, assessment at a site has been completed and that EPA has determined no further steps
will be taken to list this site on the National Priorities List (NPL). This decision does not
necessarily mean that there is no hazard associated with a given site; it only means that, based
upon available information, the location is not judged to be a potential NPL site.
Updated quarterly.
ERNS:
Emergency Response Notification System.
The EPAs database of emergency response actions.
Source: Environmental Protection Agency. Data since January, 2001, has been received from the
National Response Center as the EPA no longer maintains this data.
Updated quarterly.
FINDS:
The Facility Index System.
The EPAs Index of identification numbers associated with a
property or facility which the EPA has investigated or has been made aware of in conjunction
with various regulatory programs. Each record indicates the EPA office that may have files on
the site or facility. Source: Environmental Protection Agency.
Updated semi-annually.
NPL:
National Priority List.
The EPAs list of confirmed or proposed Superfund sites. Source:
Environmental Protection Agency.
Updated quarterly.
RCRIS:
Resource Conservation and Recovery Information System.
The EPAs database of registered
hazardous waste generators and treatment, storage and disposal
facilities. Included are RAATS (RCRA
Administrative Action Tracking System) and CMEL (Compliance
Monitoring & Enforcement List). Source:
Environmental Protection Agency.
RCRA TSD:
Resource Conservation and Recovery Information System Treatment, Storage, and
Disposal Facilities.
The EPAs database of RCRIS sites which treat, store, dispose, or
incinerate hazardous waste. This information is also reported in the standard RCRIS detailed
data.
ASTM Databases (continued):
RCRA COR:
Resource Conservation and Recovery Information System Corrective Action Sites.
The EPAs database of RCRIS sites with reported corrective action. This information is also
reported in the standard RCRIS detailed data.
RCRA GEN:
Resource Conservation and Recovery Information System Large and Small Quantity
Generators.
The EPAs database of RCRIS sites that create more than 100kg of hazardous waste
per month or meet other RCRA requirements. Included are RAATS (RCRA Administrative Action
Tracking System) and CMEL Compliance Monitoring & Enforcement List).
RCRA NLR:
Resource Conservation and Recovery Information System sites No Longer Regulated.
The EPAs database of RCRIS sites that create less than 100kg of hazardous waste per month or
do not meet other RCRA requirements.
All RCRA databases are Updated quarterly
Environmental FirstSearch
Federal Databases and Sources
Non-ASTM Databases:
HMIRS:
Hazardous Materials Incident Response System.
This database
contains information from the US Department of Transportation regarding materials, packaging,
and a description of events for tracked incidents.
Updated quarterly.
NCDB:
National Compliance Database.
The National Compliance Data Base System (NCDB) tracks
regional compliance and enforcement activity and manages the Pesticides and Toxic Substances
Compliance and Enforcement program at a national level. The system tracks all compliance
monitoring and enforcement activities from the time an inspector conducts and inspection until the
time the inspector closes or the case settles the enforcement action. NCDB is the national
repository of the 10 regional and Headquarters FIFRA/TSCA Tracking System (FITS). Data collected
in the regional FTTS is transferred to NCDB to support the need for monitoring national
performance of regional programs.
Updated quarterly
NPDES:
National Pollution Discharge Elimination System.
The EPAs database of all permitted
facilities receiving and discharging effluents. Source: Environmental Protection Agency.
Updated semi-annually.
NRDB:
National Radon Database.
The NRDB was created by the EPA to distribute information
regarding the EPA/State Residential Radon Surveys and the National Residential Radon Survey. The
data is presented by zipcode in Environmental FirstSearch Reports. Source: National Technical
Information Service (NTIS)
Updated Periodically
Nuclear:
The Nuclear Regulatory Commissions (NRC) list of permitted nuclear facilities.
Updated Periodically
PADS: PCB Activity Database System
The EPAs database PCB handlers (generators, transporters, storers
and/or disposers) that are required to notify the EPA, the rules being
similar to RCRA. This database indicates the type of handler and
registration number. Also included is the PCB Transformer Registration
Database.
Updated semi-annually.
Receptors:
1995 TIGER census listing of schools and hospitals that may house individuals
deemed sensitive to environmental discharges due to their fragile immune systems.
Updated Periodically .
Non-ASTM Databases (continued) :
RELEASES:
Air and Surface Water Releases.
A subset of the EPAs ERNS database which have
impacted only air or surface water.
Updated semi-annually.
Soils:
This database includes the State Soil Geographic (STATSGO) data for the conterminous
United States. It contains information regarding soil characteristics such as water capacity,
percent clay, organic material, permeability, thickness of layers, hydrological characteristics,
quality of drainage, surface, slope, liquid limit, and the annual frequency of flooding. Source:
United States Geographical Survey (USGS).
Updated
quarterly.
TRIS:
Toxic Release Inventory System.
The EPAs database of all facilities that have had
or may be prone to toxic material releases. Source: Environmental Protection Agency.
Updated semi-annually.
Environmental FirstSearch
Illinois Databases and Sources
STATE SITES:
The Site Remediation Program (SRP) database identifies the status of all
voluntary remediation projects administered through the Pre-Notice Site Cleanup Program (1989 to
1995) and the Site Remediation Program (1996 to the present).
Updated quarterly or when available.
UST:
Underground Storage Tanks. The Illinois State Fire Marshals Office listing of registered
underground storage tanks as maintained by the Underground Storage Tank System.
Updated semi-annually or when available.
LUST:
Leaking Underground Storage Tanks. The Illinois Environmental Protection Agency database
listing of all leaking underground storage tanks as maintained by the Illinois EPA LUST Department.
Updated quarterly or when available.
LANDFILLS:
The Illinois Environmental Protection Agencys Annual Report on Available Disposal for
Solid Waste in as maintained by the Illinois Environmental Protection Agency, Bureau of Land.
Updated annually of when available.
PWS:
Public Water Supply. The Safe Drinking Hater Information System (SDWIS) is a repository of
information about Public Water Supplies. This database is a requirement of the Safe Drinking Water
Act (SDWA) of 1986 and was previously known as the Federal Reporting Data System (FRDS) .
Updated when available.
Environmental FirstSearch
Street Name Report for Streets within .25 Mile(s) of Target Property
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TARGET SITE:
|
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1707 RANDALL ROAD
|
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JOB:
|
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04-1253
|
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|
|
ELGIN IL 60123
|
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Street Name
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Dist/Dir
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Street Name
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Dist/Dir
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Alft Ln
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0.12 SW
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Fox Ln
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0.17 SW
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I-90
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0.17 NE
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Mason Rd
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0.17 NW
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Randall Rd
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0.08 NW
|
Westfield Dr
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0.13 NW
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