HomeMy WebLinkAboutBID - 31579 6064 CIVIC CENTER AND OLD TOWN PARKING GARAGES 2007 RESTORATION AND REPAIRSSPECIFICATIONS
AND
CONTRACT DOCUMENTS
FOR
Civic Center and Old Town Parking
Garages 2007 Restoration and Repairs
BID NO. 6064
PURCHASING DIVISION
215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS
September 19, 2007 — 2:00 P.M. (OUR CLOCK)
SECTION 00100
INSTRUCTIONS TO BIDDERS
1.0 DEFINED TERMS
Terms used an these Instructions to Bidders which are defined in the
Standard General Conditions of the Construction Contract (No 1910-8,
1990 ad.) have the meanings assigned to them in the General Conditions
The term "Bidder" means one who submits a Bid to OWNER, as distinct from
a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder"
means the lowest, qualified, responsible and responsive Bidder to whom
OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an
award The term "Bidding Documents" includes the Advertisement or
Invitation to Bid, Instructions to Bidders, the Bid Form, and the
proposed Contract Documents (including all Addenda issued prior to
receipt of Bids)
2.0 COPIES OF BIDDING DOCUMENTS
2.1 Complete sets of Bidding Documents may be obtained as stated in the
Invitation to Bid No partial sets will be issued. The Bidding
Documents may be examined at the locations identified in the Invitation
to Bid
2 2 Complete sets of Bidding Documents shall be used in preparing Bids,
neither OWNER nor Engineer assumes any responsibility for errors or
misinterpretations resulting from the use of incomplete sets of Bidding
Documents
2.3. The submitted Bid proposal shall include Sections 00300, 00410,
00420, and 00430 fully executed.
2.4. OWNER and Engineer, in making copies of Bidding Documents available
on the above terms, do so only for the purpose of obtaining Bids on the
Work and do not confer a license or grant for any other use.
3 0 QUALIFICATION OF BIDDERS
3.1 To demonstrate qualifications to perform the Work, each Bidder must
submit at the time of the Bid opening, a written statement of
qualifications including financial data, a summary of previous
experience, previous commitments and evidence of authority to conduct
business in the jurisdiction where the Project is located Each Bid must
contain evidence of Bidder's qualification to do business in the state
where the Project is located or covenant to obtain such qualification
prior to award of the contract The Statement of Qualifications shall be
prepared on the form provided in Section 00420
12/03 Section 00100 Page 1
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EXHIBIT GC -A in General Conditions
tit the Construction Contract Berneen
OWNER and CONTRACTOR
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,eha narno am otim pcn,n or coot} hncludug
F'VGNil R PGT PFh'n ('omuitwa and tfz 111TIL11e.
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No Text
SE
SECTION 00800
SUPPLEMENTARY CONDITIONS
section 00800 page 1
7/96
3.2 In accordance with Section 8-160 of the Code of the City of Fort
Collins in determining whether a bidder is responsible, the following
shall be considered (1) The ability, capacity and skill of the bidder to
perform the contract or provide the services required, (2) whether the
bidder can perform the contract or provide the service promptly and
within the time specified without delay or interference, (3) the
character, integrity, reputation, ]udgment, experience and efficiency of
the bidder, (4) the quality of the bidder's performance of previous
contracts or services, (3) the previous and existing compliance by the
bidder with laws and ordinances relating to the contract or service, (6)
the sufficiency of the financial resources and ability of the bidder to
perform the contract or provide the service, (7) the quality,
availability and adaptability of the materials and services to the
particular use required, (8) the ability of the bidder to provide future
maintenance and service for the use of the subject of the contract, and
(9) any other circumstances which will affect the bidder's performance of
the contract
3 3 Each Bidder may be required to show that he has handled former Work
so that no just claims are pending against such Work No Bid will be
accepted from a Bidder who is engaged on any other Work which would
impair his ability to perform or finance this Work.
3 4 No Bidder shall be in default on the performance of any other
contract with the City or in the payment of any taxes, licenses or other
monies due to the City
4 0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE
4 1 It is the responsibility of each Bidder, before submitting a Bid,
to (a) examine the Contract Documents thoroughly, (b) visit the site to
familiarize himself with local conditions that may in any manner affect
cost, progress or performance of the Work, (c) familiarize himself with
federal, state and local laws, ordinances, rules and regulations that may
in any manner affect cost, progress or performance of the Work, (d) study
and carefully correlate Bidder's observations with the Contract
Documents, and (e) notify Engineer of all conflicts, errors or
discrepancies in the Contract Documents
4 2 Reference is made to the Supplementary Conditions for
identification of Subsurface and Physical Conditions SC-4 2
4 3 The submission of a Bid will constitute an incontrovertible
representation by Bidder, that Bidder has complied with every requirement
of this Article 4, that without exception the Bid is premised upon
performing and furnishing the Work required by the Contract Documents and
such means, methods, techniques, sequences or procedures of construction
as may be indicated in or required by the Contract Documents, and that
the Contract Documents are sufficient in scope and detail to indicate and
convey understanding of all terms and conditions for performance and
12/03 Section 00100 Page 2
SECTION 00800
SUPPLEMENTARY CONDITIONS
Conditions of the Contract
These Supplementary Conditions amend or supplement the General Conditions of
the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with
City of Fort Collins modifications) and other provisions of the Contract
Documents as indicated below
SC-5 4 8 Limits of Liability
A. Add the following language at the end of paragraph 5 4.8.
The limits of liability for the insurance required by the paragraph
numbers of the General Conditions listed below are as follows
5 4 1 and 5.4.2
Coverage A - Statutory Limits
Coverage B - $100,000/$100,000/$500,000
5.4.3 and 5 4 5 Commercial General Liability policy will have limits of
$1,000,000 combined single limits (CSL) This policy will include
coverage for Explosion, Collapse, and Underground coverage unless waived
by the Owner
5 4 6The Comprehensive Automobile Liability Insurance policy will have
limits of $1,000,000 combined single limits (CSL)
5 4.9This policy will include completed operations coverage/product
liability coverage with limits of $1,000,000 combined single limits
(CSL)
SECTION 00900
ADDENDA, MODIFICATIONS AND PAYMENT
00950Contract Change Order
00960 Application for Payment
9/99
SECTION 00950
CHANGE ORDER NO
PROJECT TITLE*
CONTRACTOR*
PROJECT NUMBER
DESCRIPTION-
1. Reason for change
2 Description of Change
3 Change in Contract Cost
4 Change in Contract Time
ORIGINAL CONTRACT COST $ 00
TOTAL APPROVED CHANGE ORDER 0 00
TOTAL PENDING CHANGE ORDER 0 00
TOTAL THIS CHANCE ORDER 0 00
TOTAL % OF THIS CHANGE ORDER
TOTAL C.0 % OF ORIGNINAL CONTRACT
ADJUSTED CONTRACT COST $ 0 00
(Assuming all change orders approved)
ACCEPTED BY DATE
Contractor's Representative
ACCEPTED BY -
Project Manager
REVIEWED BY
Title
APPROVED BY
Title
APPROVED BY
Purchasing Agent over $30,000
cc City Clerk Contractor
Project File Architect
Engineer Purchasing
DATE
DATE
DATE
DATE
9/99 Section 00950 Page 1
OWNER City of Fort Collins
ENGINEER
CHANGE ORDERS
DAIC
Net Change by Change Order
AIVIVUN T
$0 00
Section 00960
APPLICATION FOR PAYMENT
PROJECT APPLICATION NUMBER
APPLICATION DATE
PERIOD BEGINNING
CONTRACTOR PERIOD ENDING
Application is made for Payment as shown below in connection with Contract
The present status of the account for this Contract is as
follows
Original Contract Amount
Net Change by Chance Order
Current contract Amount
Total Completed and Stored to Date
Less Previous Applications
Amount Due this Application - Before Retainage
Less Retainage
AMOUNT DUE THIS APPLICATION
CERTIFICATION
The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with
the Work have been satisfied as required in Paragraph 14 3 of the General Conditions of the Contract
The above Amount Due This Application is requested by the
CONTRACTOR
Date
0
Payment of the above Amount Due This Application is recommended by the ENGINEER
Date By
Payment of the above Amount Due This Application has been reviewed by the OWNER'S Protect Manager
Date By
Payment of the above Amount Due This Application is approved by the OWNER
Date By
y/9y//yb Section 00960 Page 1
PAGE 1 OF 4
$0 00
$0 00
$0 00
APPLICATION FOR
CONTRACT AMOUNTS
PAYMENT
PAGE 2 OF 4
Work
Work
Work
Completed
Completed
Completed
Stored
This
Previous
To
Bid
Month
Periods
Date
Materials
Total
Item
This
Earned Percent
Unit
Number Description Quantity Units Price Amount
Qty
Amount
Qty Amount
Qty
Amount
Period
To Date Billed
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
$0 00
$0 00
$0
00
$0
00
$0 00
TOTALS $0 00
$0 00
$0
00
$0
00
$0 00
7/96 Section 00960 Page 2
CHANGE ORDERS
APPLICATION FOR PAYMENT
PAGE 3 OF 4
Work
Work
Work Completed
Completed
Completed
Stored
This
Previous
To
Bid
Month
Periods
Date
Materials
Total
Item
This
Earned Percent
Unit
To
Number Description Quantity Units Price
Amount
Qty Amount
Qty Amount
Qty
Amount
Period
Date Billed
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
$0
00
$0 00
$0 00
$0
00
$0 00
TOTALS CHANGE ORDERS
$0
00
$0 00
$0 00
$0
00
$0 00
PROJECT TOTALS
$0
00
$0 00
$0 00
$0
00
$0 00
7/96 Section 00960 Page 3
STORED MATERIALS
SUMMARY
On Hand Received Installed
Item Invoice Previous This This
Number Number Description Application Period Period
PAGE 4 OF 4
On Hand
This
Application
$0 00
$0 00
$0 00
$0 00
$V VV
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
$0 00
TOTALS $0 00 $0 00
$0 00
$0 00
7/96 Section 00960 Page 4
DIVISION 1 GENERAL REQUIREMENTS
01010
Project Description
01025
Measurement and Payment
01200
Protect Meetings
01300
Submittals
01410
Testing Laboratory
01500
Construction Facilities and Temporary Services
01530
Barriers and Enclosures
01540
Protection of Occupied Space
01560
Construction Cleaning
01570
Traffic Control and Signage
01630
Substitutions
01700
Protect Closeout and Warranties
01730
Operating and Maintenance Data
DIVISION 2 SITEWORK
02050 Demolition
02055 Noise Control
Section Name
DIVISION 3 CONCRETE
03100 Concrete Formwork
03200 Concrete Reinforcement
03370 Concrete Repair
DIVISION 4 MASONRY
04100 Mortar
04212 Brick Unit Masonry
04500 Masonry Restoration and Cleaning
DIVISION 5-13 NOT USED
DIVISION 7 THERMAL AND MOISTURE PROTECTION
07570 Traffic -Bearing Membranes
07900 Joint Sealants
07910 Expansion Joint Sealant Systems
DIVISION 8 NOT USED
DIVISION 9 FINISHES
09900 Painting
09920 Pavement Marking
DIVISION 10 16 NOT USED
SECTION 01010 - PROJECT DESCRIPTION
A The scope of the project will be in general accordance with the following, but not limited to
1 Repair of concrete delaminations and spalls in slabs, beams, curbs, and columns at
Levels
2 Rout and seal cracks
3 Replace failed sealants at construction, control and cove joints
4 Replace and install vertical sealants
5 Replace an expansion joint
6 Brick veneer repairs
7 Recoat protective coating on bridge steel
8 Restripe paint on the traffic coating
END OF SECTION
01010-1
SECTION 01025 -MEASUREMENT AND PAYMENT
PART 1-GENERAL
1 1 Related Documents
A The; General Conditions of the Contract for Construction and the General
Requirements of Division I of these Specifications apply to the Work in this Section
12 Project Pricing
A Bidder shall complete Section 00300, Bid Form, including all requested information
B Project pricing is a combination of lump sum work items and unit price work items
Refer to below and Section 00300
1 3 Unit Prices
A Bidders shall submit unit prices for each unit price item listed in Section 00300, Bid
Forms The amount of each unit price shall be stipulated in the space provided in the
Bid Form
1A Lump Sum Prices
A Bidder shall submit lump sum prices for each lump sum item listed in Section 00300,
Bid Form The amount of each lump sum price shall be stipulated in the space
provided in the Bid Form
1 5 Alternate Work Prices
A Refer to Section 01030
1 6 Unit Price Quantity Measurement
A The Owner reserves the right to reject the Contractor's measurement of work -in -place
that involves use of established unit prices, and to have this Work measured by an
independent surveyor acceptable to the Contractor at the Owner's expense
B Contractor shall maintain plan drawing locating all unit price repairs performed
Location and size of patches, overlays, etc must be located on clean sepias
Separate sepia shall be maintained for each level and ceiling plan Contractor shall
submit copy of sepia identifying current quantities with each payment request Work
being invoiced must be properly identified These sepias shall be incorporated into
"Record Drawings" set required per Division 1
C Quantity measurements shall be performed as described in Specification or shown on
Drawings
01025-1
furnishing of the Work.
5 0 INTERPRETATIONS AND ADDENDA
5.1. All questions about the meaning or intent of the Bidding Documents are to
be submitted in writing to the Engineer and the OWNER Interpretation or
clarifications considered necessary in response to such questions will be
issued only by Addenda. Questions received less than seven days prior to
the date for opening of the Bids may not be answered. Only questions
answered by formal written Addenda will be binding Oral and other
interpretations or clarifications will be without legal effect.
5 2 All questions concerning the scope of this project should be
directed to the Engineer. Questions regarding submittal of bids should
be directed to the City of Fort Collins' Purchasing Division.
5.3. Addenda may also be issued to modify the Bidding Documents as
deemed advisable by OWNER or Engineer
5 4 Addenda will be mailed or delivered to all parties recorded by the
OWNER as having received the Bidding documents.
6 0 BID SECURITY
6.1. Each Bid must be accompanied by Bid Security made payable to OWNER
in the amount stated in the Invitation to Bid. The required security
must be in the form of a certified or bank cashier's check payable to
OWNER or a Bid Bond on the form enclosed herewLth The Bid Bond must be
executed by a surety meeting the requirements of the General Conditions
for surety bonds
6 2 The Bid Security of the successful Bidder will be retained until
such Bidder has executed the Agreement and furnished the required
contract security, whereupon Bid Security will be returned If the
successful Bidder fails to execute and deliver the Agreement and furnish
the required contract security within 15 days of the Notice of Award,
OWNER may annul the Notice of Award and the Bid Security of that Bidder
will be forfeited The Bid Security of other Bidders whom OWNER believes
to have reasonable chance receiving the award may be retained by OWNER
until the earlier of the seventh day after the effective date of the
Agreement or the thirty-first day after the Bid Opening, whereupon Bid
Security furnished by such Bidders will be returned Bid Security with
Bids which are not competitive will be returned within seven days after
the Bid opening.
7 0 CONTRACT TIME
The number of days within which, or the date by which the Work is to be
substantially complete and also completed and ready for Final Payment
(the Contract Times) are set forth in the Agreement.
12/03 Section 00100 Page 3
1 7 Schedule of Values
A The Contractor shall prepare a Schedule of Values for his Work as required by Article
9 2 of the General Conditions
B Submit the Schedule of Values to the Engineer at the earliest feasible date, but in no
case later than seven (7) days before the date scheduled for submittal of the initial
Application for Payments
C Update and resubmit the Schedule of Values when change orders result in a change
in the Contract Sum
D Use the project Bid Form, Section 00300, as a guide to establish the format for the
Schedule of Values
1 8 Application for Payment
A The form of Application for Payment shall be notarized AIA Document G702,
"Application and Certification for Payment," supported by AIA Document G703,
Continuation Sheet
B Complete every entry on the form, including notarization and execution by person
authorized to sign legal documents on behalf of the Owner Incomplete applications
will be returned without action
Entries shall match data on the Schedule of Values and Contractor's
Construction Schedule Use updated schedules if revisions have been made
Include amount of change orders issued prior to the last day of construction
period covered by the application
C Submit three (3) executed copies of each Application for Payment to the Engineer
One; copy shall be complete, including waivers of lien and similar attachments, when
required
D Administrative actions and submittals that must precede or coincide with submittal of
the first Application for Payment include the following
1 List of subcontractors
2 List of principal suppliers and fabricators
3 Schedule of Values
4 Contractor's Construction Schedule (preliminary, if not final)
5 Schedule of principal products
6 Submittal Schedule (preliminary, if not final)
7 List of Contractor's staff assignments
8 List of Contractor's principal consultants
9 Copies of permits
10 Copies of authorizations and licenses from governing authorities for
performance of the Work
11 Initial progress report
01025-2
12 Certificates of insurance and insurance policies
13 Performance and payment bonds (if required)
14 Data needed to acquire Owner's insurance
E Administrative actions and submittals which must precede or coincide with submittal of
the final payment Application for Payment include the following
Completion of Protect closeout requirements
Completion of items specified for completion after Substantial Completion
Assurance that unsettled claims will be settled
Assurance that Work not complete and accepted will be completed without
undue delay
Transmittal of required Protect construction records to Owner
Proof that taxes, fees and similar obligations have been paid
Removal of temporary facilities and services
Removal of surplus materials, rubbish and similar elements
Warranties
1 9 Waivers of Mechanics Lien
A With each Application for Payment submit waivers of mechanics liens from
subcontractors or sub -subcontractors and suppliers for the construction period
covered by the previous application
B Submit partial waivers on each item for the amount requested, prior to deduction for
retainage, on each item
C When an application shows completion of an item, submit final or full waivers
D The Owner reserves the right to designate which entities involved in the Work must
submit waivers
E Submit waivers of lien on forms, and executed in a manner acceptable to the Owner
PART2-PRODUCTS
21 Not used
PART 3 - EXECUTION
31 Not used
END OF SECTION
01025-3
SECTION 01200 - PROJECT MEETINGS
PART1-GENERAL
1.1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1.2 Meetings
A Pre -construction Meeting Scheduled within 21 days after contract award or notice to
proceed, whichever is earlier
1 Place and Time A central site and time, convenient to all parties, as designated
by the Engineer
2 Attendance Contractor's project manager, Contractor's field superintendent,
major subcontractors, Owner's representatives, and Engineer's representatives
3 Suggested Agenda
a Protect coordination
b Use of site
c Submittal and administrative procedures
d Schedules for construction
e Application for payment
f Record documents
g Construction facilities
h Aids and controls
i Security
I Complex structure requirements
k Insurance certificates
I Bonds
m Permits
n Contractor's log
o and other job -related subjects
B Progress Meetings Periodic meetings as agreed to by Owner, Engineer, and
Contractor and supplementary progress meetings specially called by Owner,
Engineer, or Contractor
1 Place Protect field office of Contractor
2 Times Established at pre -construction conference and subsequent meetings as
required for progress of the work, at least once per week during construction
period Engineer may decrees the frequency depending on the operational
tempo of construction
01200-1
Attendance Same as for pre -construction conference, as appropriate for the
circumstances
Suggested Agenda
a Review, approval of minutes of previous meetings
b Review of work progress since previous meeting
c Field observations, problems, conflicts
d Problems that impede Construction Schedule
e Review of off -site fabrication, delivery schedules
f Corrective measures and procedures to regain projected schedule
g Revisions to Construction Schedule
h Coordination of schedules
i Review of submittal schedules, expedite as required
I Review proposed changes for
1) Effect on Construction Schedule and on completion date
2) Effect on other contracts of the Protect
k And other business
C Work phase specific meetings refer to individual sections of the Specifications
1 3 Procedures
A The Engineer will act as chairman of the Pre -construction meetings, will prepare the
minutes of each meeting, including names of participants, significant proceedings and
decisions, and will distribute copies of minutes to the Contractor and the Owner The
Contractor shall be responsible for distributing copies to appropriate subcontractors
and suppliers
B The Contractor's protect manager will act as chairman of the progress meetings, will
prepare the minutes of each meeting, including names of participants, significant
proceedings and decisions, and will distribute copies of minutes to the Engineer and
the Owner The Contractor shall be responsible for distributing copies to appropriate
subcontractors and suppliers
C Representatives of the Contractor, subcontractors, and suppliers attending the
meeting shall be qualified, familiar with pertinent details of the work, and authorized to
act on behalf of the entity each represents
D When attendance is required by the Owner or Engineer, Contractor and Sub -
Contractors who's subject matter is in the agenda, attendance shall be mandatory
PART 2-PRODUCTS
21 Not Used
PART 3 - EXECUTION
3 1 Not Used
END OF SECTION
01200-2
SECTION 01300 - SUBMITTALS
PART 1-GENERAL
1 1 Related Documents
A The General Conditions of the Contract for Construction and the General Requirements
of Division 1 of the Specifications apply to the Work of this Section
1 2 Work Included
A This Section specifies procedural requirements for submittals for review and approval
including schedules, products, materials, samples, shop drawings, and other work -
related submittals
B Submittals required for informational purposes, record and protect closeout (normally
two copies) are specified elsewhere and are not a part of this Section
C Submittals not requested from the Contractor will be returned stamped "No Architect/
Engineer's Action Required "
1 3 Engineer Responsibilities
A The Engineer shall review and approve Contractor submittals such as schedules,
products, materials, samples, and shop drawings for the limited purpose of con-
formance with the design concept and the information expressed in the Contract
Documents
B The Engineer shall not be responsible for any deviations from the Contract Documents
not brought to the attention of the Engineer in writing by the Contractor
C The Engineer shall not be required to review partial submittals or those for which
submissions or correlated items have not been received However, review of a specific
item shall not indicate that the Engineer has reviewed the entire assembly of which the
item is a component
D The "actions taken" appearing on the Engineer's Approval Stamp shall be defined as
follows
"Approved" — Fabrication and/or installation may be undertaken Approval does
not authorize changes to the Contract Sum or Contract Time unless stated in
separate letter or Change Order
"Furnish as Corrected" — Fabrication and/or installation may be undertaken
Exceptions as noted are to be incorporated Approval does not authorize
changes to the Contract Sum or Contract Time unless stated in separate letter or
Change Order
01300-1
"Revise and Resubmit" — Fabrication and/or installation MAY NOT be undertaken
until exceptions as noted are incorporated and resubmitted for approval Revision
does not authorize changes to the Contract Sum or Contract Time
4 "Rejected" — Fabrication and/or installation MAY NOT be undertaken Submittal
is too incomplete or does not meet Contract Documents Resubmit for approval
Rejection does not authorize changes to the Contract Sum or Contract Time
5 "No Architect/Engineer's Action Required" — Submittal not requested from the
Contractor and was not reviewed
1 4 Contractor Responsibilities
The submittals are not to be considered a part of the Contract Documents
A Submittals shall demonstrate that the Contractor understands and has interpreted the
intent of the design as detailed and specified in the Contract Documents The
Contractor shall check and approve submittals for accuracy or completeness of details,
such as quantities, dimensions, weights or gauges, fabrication processes, construction
means or methods, coordination of the work with other trades, construction safety
precautions and verification of field dimensions or conditions The Contractor's
responsibility for errors and omissions in submittals is not relieved by Engineer's review
of submittals
B All submittals to the Engineer shall be routed through the Contractor and bear the
Contractor's Approval Stamp certifying they have been checked All submittals to the
Engineer that are without this stamp of approval orthat contain obvious errors or have
not been checked or have been checked superficially will be returned unchecked and
unstamped by the Engineer for resubmission by the Contractor
C The Contractor will begin no work which requires submittals until submittals bear the
Contractors and Engineer's stamp along with an "Issued For Construction For Field
Use" notation by the supplier
1 5 General Submittal Procedures
A All submittals shall be received in an orderly sequence and sufficiently in advance of
construction requirements to allow time for checking, resubmitting and rechecking
The Engineer's review shall be conducted with reasonable promptness while
allowing ten (10) working days for processing
The Engineer will advise the Contractor and/or Engineer when it is determined
that a submittal being processed must be delayed for coordination with other
submittals
No extension of time will be authorized because of the Contractor's failure to
transmit submittals to the Engineer sufficiently in advance of the work
01300-2
B Coordinate the submittal of different units of interrelated work so that one submittal will
not be delayed by the Engineer's need to review a related submittal The Engineer
reserves the right to withhold action on any submittal requiring coordination with other
submittals until related submittals are received
C Submittal Review Label
1 Mark each submittal with a permanent label for identification In the case of
products, materials and samples, use the enclosed Submittal Review Label
D Package each submittal appropriately for transmittal and handling Transmit each
submittal from the Contractor to the Engineer, and to other destinations as indicated, by
use of a transmittal form Submittals received from sources other than the Contractor
will be returned to the Sender "without action "
1 6 Specific Submittal Procedures
A Submit 4 copies of each submittal and sample
B Schedules
1 Construction Progress Schedule
a Within 10 days after execution of the Contract, submit for record five (5)
copies of an estimated Construction Progress 'Schedule in Critical Path
Method (CPM) (or bar chart) form
b Scheduling shall include provisions for materials cure time, adverse
weather, and materials procurement
c Schedules for restoration work shall indicate the areas to be closed during
each phase of construction and shall indicate the proposed traffic flow for
each phase (Restoration)
2 Shop Drawing Schedule
a Submit for record the Shop Drawing Submissions Schedule
3 After the initial review, submit revised and updated copies of schedules as may
be required by current or protected status of the protect on a monthly basis
C Products and Materials
1 Submit for record copies of Manufacturer's Specifications and Product Data
Sheets, Material Safety Data Sheets (MSDS), and recommended installation
procedures
2 Collect required product data into a single submittal for each unit of work or
system
3 Mark each copy to identify pertinent materials, products or models
01300-3
Show dimensions and clearances
Modify drawings to delete information which is not applicable to protect
Supplement standard information to provide additional information applicable to
protect
D Samples
Submit physical samples for review and approval of kind, color, pattern and
texture of the work Samples are also to be submitted for quality control
comparison between the final sample submittal and the actual work as it is
delivered and installed
2 Provide samples that are physically identical with the proposed material or
product to be incorporated in the work Provide fully fabricated samples cured
and finished in the manner specified Where variations in color, pattern or texture
are inherent in the material or product represented by the sample, submit multiple
units of the sample (not less than three (3) units) which show the approximate
limits of variations Mount, display or package samples in a manner to facilitate
the review of indicated qualities
E Shop Drawings
Submit shop drawings for review and approval, include dimensions, identification
of specific products and materials which are included in the work, compliance
with specific standards and notations of coordination requirements with other
work Provide special notation of dimensions that have been established by field
measurement Highlight with notation, encircle, or otherwise indicate deviations
from the Contract Documents on the shop drawings
Preparation Submit shop drawings on sheets not less than 8-1/2" by 11
the maximum sheet size shall not exceed 30" by 42"
Reproducing Contract Documents or copying standard printed information
as the basis for shop drawings is not permitted
c Submit for Engineer's review One (1) print will be retained by each party
involved in the approval process for use in making comments Each party
will transfer comments to the other copies and forward it to the next party
involved in the approval process
Test Reports
Promptly submit a written report of each test and inspection for record required of
the Contractor Each report shall include
Date issued
Protect title and number
01300-4
c Testing laboratory name, address, and telephone number
d Name and signature of laboratory inspector
e Date and time of sampling or inspection
f Record of temperature and weather conditions
g Date of test
h Identification of product and Specification Section
i Location of sample or test in the Protect
t Type of inspection or test
k Results of tests and compliance with Contract Documents
I Interpretation of test results, when requested by the Engineer
1 7 General Resubmission Requirements
A Initial submittals shall be revised as required and resubmitted as specified for the initial
submittal Clearly indicate all changes which have been made, by clouding and use of
revision number in a triangular symbol
B Review of resubmittals by the Engineer shall be limited to required corrections only,
and the Contractor by resubmitting shall represent that the resubmittals contain no
other alterations, additions or deletions If additional changes have been made, same
shall be specifically noted and described on the resubmittal
1 8 Submittal Distribution
A Contractor shall be responsible for distribution of "Field Use" drawings to the following
1 copy - Owner
1 copy - Resident Engineer
1 copy —Engineer
1 reviewed copy - Contractor
B Contractor shall provide "Issued for Construction for Field Use" drawings as required
for all field construction activities including distribution to subcontractors and material
suppliers
PART2-PRODUCTS
2.1 Not Used
PART 3 - EXECUTION
31 Not Used
END OF SECTION
01300-5
4C'.arI
Px,x -191"0h1®ce r
Planning Engineering Restoration
Project
Contractor
Supplier _
Date
CARL WALKER, INC
CONTRACTOR SUBMITTAL REVIEW LABEL
Project No _
Subcontractor
Manufacturer
Revision Date
Submitted Product
Specification Section
Specified Materials Yes / No
Product Use
Date Submittal Received by Carl Walker, Inc
Carl Walker, Inc Comments
Contractor Comments
Contractor's Approval Stamp
ASTM NO or Federal Spec
Ref Drwg # and Detail
❑ Approved O Furnish as Corrected
❑ Rejected ❑ Revise and Resubmit
❑ No Architect/Engineer's Action Required
This review is only for general conformance with the design concept of
the project and the information given In the Construction Documents
Corrections orcomments made on the shop drawings during this review
do not relieve the contractor from compliance with the requirements of
the drawings and specifications Approval of a specific item shall not
include approval of an assembly of which the dem is a component The
contractor is responsible for dimensions to be confirmed and correlated
at the jobside, information that pertains solely to the fabrication processes
or to the means methods techniques, sequences and procedures of
construction coordination of the Work with that of all other trades and
performing all Work ma safe and satisfactory manner
By _ Date
CARL WALKER, INC
01300-6
8 0 LIQUIDATED DAMAGES.
Provisions for liquidated damages are set forth in the Agreement
9 0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT
The Contract, if awarded, will be on the basis of material and equipment
described on the Drawings or specified in the Specifications without
consideration of possible substitute or "or equal" items Whenever it is
indicated on the Drawings or specified in the Specifications that a
substitute or "or equal" item of material or equipment may be furnished
or used by CONTRACTOR if acceptable to Engineer, application for such
acceptance will not be considered by Engineer until after the "effective
date of the Agreement" The procedure for submittal of any such
application by CONTRACTOR and consideration by Engineer is set forth in
the General Conditions which may be supplemented in the General
Requirements
10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS
10.1. Each Bidder shall submit at the Bid opening to OWNER a list of
principal subcontractors he proposes to use in the Work Refer to
Section 00430 contained within these Documents
10,.2. If OWNER or Engineer after due investigation has reasonable
objection to any proposed Subcontractor, either may, before the Notice of
Award is given, request the apparent successful Bidder to submit an
acceptable substitute without an increase in Bid price If the apparent
successful Bidder declines to make any substitution, OWNER may award the
contract to the next lowest responsive and responsible Bidder that
proposes to use acceptable subcontractors Subcontractors, suppliers,
other persons or organization listed and to whom OWNER or Engineer does
not make written objection prior to the giving of the Notice of Award
will be deemed acceptable to OWNER and ENGINEER subject to revocation of
such acceptance after the effective date of the Agreement as provided in
the General Conditions.
10.3. CONTRACTOR shall not be required to employ any subcontractor,
supplier or other persons or organizations against whom he has reasonable
objection The use of subcontractors listed by the Bidder and accepted
by OWNER prior to the Notice of Award will be required in the performance
of the Work
11 0 BID FORM
11.1. A copy of the Bid Form is bound in the Contract Documents which
may be retained by the Bidder. A separate unbound copy is enclosed for
submission with the Bid.
11.2 Bid Forms must be complete in ink or typed All lump sum prices
12/03 Section 00100 Page 4
SECTION 01410 - TESTING LABORATORY
PART 1-GENERAL
1.1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of Division 1
of these Specifications apply to the Work of this Section
B All testing of concrete will conform to the requirements of ACI 301-99, Standard
Specifications for Structural Concrete and ACI 311 5R-97, Guide for Concrete Plant
Inspection and Field Testing of Ready -Mixed Concrete Specific protect requirements or
modifications are specified herein
1.2 Work Included
A The Contractor shall pay the cost for all re -tests and related engineering services which
indicate that initial tested items are not in accordance with the Contract Documents, and for
additional tests that are for the convenience of the Contractor
1 3 Related Work
A The following Work is related to this Section
1 Concrete Reinforcement
Section 03200
2 Concrete Repair
Section 03370
3 Mortar
Section 04100
4 Brick Unit Masonry
Section 04212
5 Thermal and Moisture Protection
Division 7
6 Finishes
Division 9
1 4 Quality Control (ACI 301 1 6) Additional requirements are as follows
A The Laboratory will meet the requirements of ASTM C1077
B The Laboratory will have been inspected by an independent agency such as the Cement
and Concrete Reference Laboratory CCRL or AASHTO Material Reference Laboratory
AMRL
C The Laboratory will meet 'Recommended Requirements for Independent Laboratory
Qualification," published by American Council of Independent Laboratories
D The Laboratory will be authorized to operate in the state in which the Protect is located
E An ACI certified Concrete Laboratory Testing Technician - Grade II will be responsible for
concrete testing services
F An ACI certified Concrete Construction Inspector will be responsible for concrete inspection
services
01410-1
G An ACI certified Concrete Field Testing Technician - Grade I will be responsible for field
testing services
H Technical performing field tests will have available to them a copy of the ACI SP-15 Field
Reference Manual Specifications for Structural Concrete for Building with Selected ACI
and ASTM References
I Weld Inspectors will be AWS Certified Welding Inspector per AWS QCI Inspectors
performing nondestructive testing of welds other than visual will be NDT Level II per
American Society for Nondestructive Testing Recommended Practice No SNT-TC-1A
J Employment of the Laboratory will in no way relieve Contractor's obligations to perform the
Work of the Contract
5 Laboratory Responsibilities (ACI 301 1 6 4) Additional requirements are as follows
A Laboratory will cooperate with the Engineer, Contractor, and Subcontractors in order to
provide qualified personnel upon due notice
B All testing will be performed in a timely manner to prevent installation (or to allow for the
removal) of non -conforming material
C All tests will be reported in writing to the Contractor, Subcontractor, Supplier, Installer, etc ,
Engineer, and Owner Written reports of test results will be delivered to the above parties
within 48 hours of testing or by FAX if immediately requested Each report will include, as a
minimum, the following
1 Report number
2 Date issued
3 Protect title and number
4 Name of Contractor and Subcontractor if applicable
5 Supplier
6 Testing Laboratory name, address, and telephone number
7 Name and signature of Laboratory Field Technician
8 Date and time of sampling or inspection
9 Record of temperature and weather conditions
10 Date of test
11 Identification of product and Specification Section
12 Location of sample or test in the Protect
13 Type of inspection or test
14 Results of tests and compliance with Contract Documents
15 Interpretation of test results when requested by the Engineer
01410-2
1.6 Submittals
A Submit upon request for review and approval certification and qualifications of Laboratory
and Laboratory field Technicians
B Submit upon request for record testing procedures and apparatus
1 7 Specific Tests, Inspections and Methods Required
A Grout Testing
The grout mix will be tested by making one set of 2 inch cubes for each day during
which augered cast -in -place piles are placed A set of cubes will consist of 2 cubes to
be tested at 7 days, 2 cubes to be tested at 28 days, and 2 cubes retained in reserve
for later testing, if required
Test cubes will be made and tested in accordance with ASTM C109, with exception
that the grout should be restrained from expansion by a top plate
B Cast -In -Place Concrete (ACI 301 1 6 4 and ACI 311 5R-3 2 4) Comply also with testing
requirements established in the governing building codes Additional requirements are
specified as follows
Concrete Compression ASTM C39
a The Laboratory will have a compression machine capable of breaking 6" X 12"
cylinders of 10,000 psi or be prepared to test 4" X 8" cylinders in accordance with
ASTM standards
b Take a minimum of six cylinders for each 50 cubic yards, or fraction thereof, of
each mix design of concrete placed in any one day (8 cylinders for post -tensioned
concrete)
c Compression test sample size will be 6" x 12" cylinders except that 4" x 8"
cylinders may be used for silica fume concrete
d Compression tests
(1) Test 2 cylinders at 2 or 3 days for post -tensioned concrete only
(2) Test 2 cylinders at 7 days
(3) Test 2 cylinders at 28 days
(4) Hold 2 cylinders in reserve for use as the Engineer directs
e After 56 days, unless notified by the Engineer to the contrary, reserve cylinders
may be discarded without being tested for specimens meeting 28 day strength
requirements
Slump Test
a Conduct one slump test per batch at the point of placement ASTM C143
(1) When water reducing admixtures or high range water reducing admixtures are
added at the job site, test concrete slump prior to the addition of admixtures
Air Content Testing (Zone 2,3)
01410-3
Sample and test each batch of air entrained concrete delivered to the project
ASTM C173 or ASTM C231 and ASTM C138
Sample and test following placement and screeding at the rate of one per every 10
batches of air -entrained concrete delivered to the project
Core and test the hardened concrete slab for air content per ASTM C457 at the
rate of one core per 15,000 square feet of supported slab
(1) If concrete consistently meets the requirements of this specification and the
mix design and placement procedures remain unchanged, the Engineer may
reduce the frequency orwaive the requirements fortesting hardened concrete
(2) If concrete consistently fails to meet the requirements of this specification and
the mix design and placement procedures remain unchanged, the Engineer
may require additional testing of hardened concrete for air content per ASTM
C457
(3) Should the additional tested hardened concrete meet these specifications, the
Owner will pay for coring, testing, and patching Should the tested hardened
concrete not meet these specifications, the Contractor will pay for the coring,
testing and patching of the hardened concrete
Ambient Air Temperature and Composite Concrete Sample Temperature
Record temperatures for each batch of concrete ASTM C1064
Unit Weight
Conduct unit weight test ASTM C138
Water Content Testing
The water content of freshly mixed concrete will be tested on a random basis
during placement in accordance with AASHTO TP 23, Proposed Standard Method
of Test for Water Content of Freshly Mixed Concrete Using Microwave Oven
Drying This test shall be run each time test cylinders are molded or whenever
directed by the Engineer
Submit for record field test reports including the following information ACI 311 5R-3
25
a Project information as specified herein
b Design mix number
c Design strength
d Cement content
e Water content
f Coarse aggregate Ibs/yd
g Fine aggregate Ibs/yd
h Admixtures
i Truck number and/or ticket number
j Drum rotation revolution
k Cubic yards
I W/C ratio
m Batch time
01410-4
n Discharge start time
o Empty time
p Sample time
q Slump
r Air content
s Air temperature and concrete temperature
t Location of placement and location of sample batch
Submit for record laboratory test results including the following information in addition
to information cited under field tests
a Cylinder identification
b Date tested, concrete age
c Total load
d Compressive strength
e Type of fracture
f Method of curing
g Weight of cylinder
C Site -Batched Concrete - Additional Requirements
For each day Contractor site batches concrete, obtain from Contractor one sample
each of coarse and fine aggregate and proceed to measure moisture content
Contractor to adjust mix accordingly
1 8 Concrete Reinforcement
A Prior to placing concrete
1 Verify the tie wire, chair, and support systems (location, spacing, material)
2 Verify epoxy coating for conventional reinforcement is free of damage and damaged
coating is repaired in conformance with the contract documents
3 Verify conventional steel is correctly placed, including proper number, location, cover,
supports, and splices
B During concrete placement
1 Verify forms are clean, free of cut bars, tie wire, saw dust, debris, etc before pour
2 Verify inserts, sleeves, and blockouts for mechanical, electrical, and precast concrete
work are installed at proper location and sizes
3 Verify expansion joint blockouts at proper location and size
4 Verify concrete placement does not displace position of reinforcement
5 Verify concrete is properly consolidated, especially in areas of reinforcement
congestion to eliminate voids and honeycombing
6 Verify water is not added to the concrete trucks at the job site without prior approval of
the Engineer
7 Verify concrete placement and finishing procedures are in compliance with the
Contract Documents and as agreed during the prepour meeting
8 Verify cold weather and hot weather concreting practices are followed as specified
9 Verify finishing and jointing procedures are followed as specified
10 Verify wet cure practices are followed as specified
01410-5
11 Observe flood tests of concrete slabs per Division 7 and indicate on marked up floor
plans crack locations in slabs and areas of inadequate drainage to be repaired by the
Contractor
1 9 Reinforcing Steel Electrical Continuity
A Continuity Checks
1 Ensure that all exposed embedded reinforcing steel is electrically continuous
Continuity tests of all embedded reinforcing steel will be made as often as necessary
to confidently predict reinforcing continuity Additional tests must be made if unbonded
steel is encountered Large areas of electrically discontinuous reinforcing steel will be
reported immediately to the Engineer
1 10 Masonry Inspection
A Sample and test mortar before and during construction (for each 5000 sq ft of masonry) in
accordance with ASTM C780
B Sample and test grout before and during construction (for each 5000 sq ft of grouted
masonry) in accordance with ASTM C1019
C Provide continuous inspection of the masonry work including the following
1 Mortar preparation and handling
2 Protection of masonry materials
3 Cold weather procedures
4 Conformity of masonry construction with the specifications
D Provide continuous inspection of the grouted masonry work including the following
1 Alignment of cores, absence of foreign material and grout droppings
2 Reinforcement position and spacing
3 Vibration of grout
4 Conformity of grouting operations with the specifications
PART2-PRODUCTS
21 Not used
PART 3 - EXECUTION
3 1 Not used
END OF SECTION
01410-6
SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY SERVICES
PART1- GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of Division 1
of these Specifications apply to the Work in this Section
1.2 Temporary Services General
A Maintain strict supervision of use of temporary services Enforce conformance with applic-
able standards Enforce safe practices Prevent abuse of services and systems Prevent
damage to finishes
1 3 Temporary Electric
A Electrical service is available at no charge to the Contractor fiom the parking areas if
available and functioning Contractor may obtain temporary power for construction from this
source, or may use own generator or the Contractor shall provide temporary electrical
service
B Any damages to the electrical system shall be repaired by the Contractor
C Any equipment triggering circuit breakers of blowing fuses shall not be connected to Owners
electrical service
D Temporary power service shall comply with OSHA Standards The Contractor shall maintain
these temporary services in good order throughout the project until Work is complete All
extension cords shall be provided by the Contractor or Subcontractor requiring the power
1 4 Temporary Lighting
A The Contractor shall provide all supplemental temporary lighting for the Project
1 Provide adequate illumination for Work being performed
2 Provide adequate illumination for safe movement of authorized persons through
Project
3 Provide adequate illumination for public safety and special warning lighting for
hazardous conditions
4 Provide adequate illumination required to protect the Project site from unauthorized
entry
1 5 Temporary Telephone Service
A No telephones will be provided by Owner
B Contractor to provide telephone service as required
01500-1
1 6 Temporary Water
A Sources of water are available at the site The Owner will pay for reasonable amounts of
water used for construction purposes
B The Contractor shall provide, at the earliest possible date, temporary connections to the
water supply sources and maintain adequate distribution for all construction
requirements The Contractor shall protect sources against contamination and damage
C Methods of conveying this water shall be approved by the Engineer and shall not
interfere with the Owner's operations
D Prevent wasteful use of water Protect system from freezing
1.7 Temporary Sanitary Facilities
A Contractor shall not use Owner's sanitary facilities
B Contractor shall provide, pay for, and maintain sufficient and approved toilets with
weather-proof enclosures all satisfactory to the local board of health and the Owner
Keep clean and sanitary at all times Location shall be approved by Owner
1 8 Existing and Temporary Fire Protection
A Contractor shall provide adequate fire protection and fire prevention for the Protect and
in no case less than that required by applicable City, County, State, and Federal Laws
B The existing fire protection sprinkler system is to remain operational for the duration of
the Contract
C Protect existing system from damage Provide secure shoring where existing hangers
are damaged or undermined
D Damage to sprinkler system caused by the Contractor's failure to provide adequate
shoring or protection will be repaired by the Owner Contractor will be backcharged for
all related repair expenses
1 9 First Aid
A Contractor shall provide a first aid kit with adequate provisions for the materials being
used on site Contractor shall maintain an envelope to hang above the first aid kit which
will contain all of the Health and Safety Data Sheets for materials being used on this
Project
1 10 Use of Parking Areas
A The Contractor shall not provide parking for their employees and subcontractors on the
premises outside their work areas without paying for the spaces
01500-2
1.11 Barricades
A Refer to Section 01530
1 12 Security
A The Contractor shall be responsible for the security of his work area and equipment
B Adequate precautions shall be taken to prevent unauthorized personnel from entering
the job site
1.13 Dust and Fume Control
A Contractor shall take all necessary precautions to keep dust confined in the present
work area
B Contractor shall be responsible for any damage to vehicles due to the construction
C Contractor shall submit to the Owner, for approval, proposed methods used to contain
dust and fumes in work area
D Prevent hazardous accumulations of dusts, fumes, mists, vapors or gases in areas
occupied during construction Provide local exhaust ventilation to prevent harmful
dispersal of hazardous substances into atmosphere of occupied areas Dispose in
manner that will not result in harmful exposure to persons Ventilate storage spaces
containing hazardous or volatile materials
1 14 Debris Control
A Contractor shall remove all debris from areas exposed to public view on a weekly basis
or more often as required to maintain a neat, clean site and dispose of same at
authorized dump sites
1 15 Construction Loads
A Maximum construction loads of 30 pounds per square foot will be allowed on the parking
ramp during construction
1 16 Noise Control
A Contractor shall review with the Owner the types of equipment which he proposes to use
during normal business hours and obtain Owner's approval for such use
1 17 Jobsite Documents
A The Contractor shall be provided with one set of the original drawings referenced in
Section 00500 and three sets of construction Drawings and Specifications Additional
sets will be provided upon request at cost
01500-3
The Contractor shall keep in the field office at all times, in addition to above, the
following items
The most recent revision of the Drawings and specifications, including all changes
made by addenda, sketches, bulletins, and change orders
2 Applicable American Concrete Institute (ACI) Standards, including
a ACI 301 -
Specification for Structural Concrete for Buildings
b ACI 304 -
Recommended Practice for Measuring, Mixing, Transporting, and
Placing Concrete
c ACI 305 - Hot
Weather Concreting
d ACI 306 -
Cold Weather Concreting
e ACI 308 -
Standard Practice for Curing Concrete
f ACI 309 -
Standard Practice for Consolidation of Concrete
g ACI 347 -
Recommended Practice for Concrete Formwork
h ACI 318 -
Building Codes Requirements for Reinforced Concrete
3 Health and Safety Data Sheets
4 The most recent issue of approved submittals Obsolete or unapproved Submittals
and Health and Safety Data Sheets shall not be kept at the tobsite
5 All material evaluation reports
1 18 Elevators
A Contractor's personnel and subcontractor shall not use parking structure elevators for
transportation of materials or equipment
1 19 Thermometer
A Install an official protect thermometer in a conveniently readable location, which will give
reasonably accurate readings of the actual temperatures, and which can be reached
easily for resetting Instrument Resettable type indicating daily maximum and minimum
temperatures Keep a permanent daily log of those readings, provide copy of this log in
daily report
B Install maximum/minimum thermometers in each work area Keep a permanent daily log
of readings, provide copy of log in daily report
1 20 Video Tape Existing Conditions
A Prior to beginning work, Contractor shall produce a video record of existing conditions in
work areas, with emphasis on the commercial space Provide three copies of video to
the Owner on CD or DVD disc Coordinate walk-through production with Owner and
Engineer
END OF SECTION
01500-4
on the form must be stated in words and numerals, in case of conflict,
words will take precedence Unit prices shall govern over extensions of
SUMS.
11 3. Bids by corporations must be executed in the corporate name by the
president or a vice-president (or other appropriate officer accompanied
by evidence of authority to sign) and the corporate seal shall be affixed
and attested by the secretary or an assistant secretary. The corporate
address and state of incorporation shall be shown below the corporate
name.
11 4 Bids by partnerships must be executed in the partnership name and
signed by a partner, his title must appear under his signature and the
official address of the partnership must be shown below the signature.
11 5 Bids by joint venture shall be signed by each participant in the
joint venture or by an authorized agent of each participant The full
name of each person or company interested in the Bid shall be listed on
the Bid Form
11.6. The Bid shall contain an acknowledgement of receipt of all Addenda
(the numbers of which must be filled in on the Bid Form).
11 7 No alterations in Bids, or in the printed forms therefore, by
erasures, interpolations, or otherwise will be acceptable unless each
such alteration is signed or initialed by the Bidder; if initialed, OWNER
may require the Bidder to identify any alteration so initialed.
11.8. The address and telephone number for communications regarding the
Bid shall be shown
12 0 BID PRICING
Bids must be priced as set forth in the Bid Schedule or Schedules
13 0 SUBMISSION OF BIDS
13.1. Bids shall be submitted at the time and place indicated in the
Invitation to Bid and shall be enclosed in an opaque sealed envelope
marked with the Project title, Bid No , and name and address of the
Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement
of Bidders Qualifications, and Schedule of Subcontractors as required in
Section 00430 If the Bid is sent through the mail or other delivery
system, the sealed envelope shall be enclosed in a separate envelope with
the notation "BID ENCLOSED" on the face of it
13 2 Bids shall be deposited at the designated location prior to the
time and date for receipt of Bids indicated in the Invitation to Bid, or
any extension thereof made by addendum. Bids received after the time and
12/03 Section 00100 Page 5
SECTION 01530 - BARRIERS AND ENCLOSURES
PART 1- PART 1-GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of Division 1
of these specifications apply to the Work in this Section
1.2 Barricades
A Provide and maintain suitable barricades as required to prevent public entry, and to protect
the Work, existing facilities, trees and plants from construction operations, remove when no
longer needed, or at completion of Work Barricades shall conform to city and state laws,
ordinances, permit requirements
B The Contractor shall provide and maintain all necessary barricades for safe conduct of his
work, or as required by federal, state or local laws or ordinances and in accordance with
OSHA requirements and other requirements of this Specification
C Provide and maintain suitable barricades as required for protection of open excavations and
post with warning lights
13 Enclosures
A Contractor is responsible to determine if enclosures are needed to protect work from the
elements and patrons, or if enclosures are needed to protect patrons, vehicles, and
occupied space from injury, damage, stains, or undue soiling
B Provide adequate ventilation and protection to provide construction personnel with safe
working environment
C Prevent hazardous accumulations of dusts, fumes, mists, vapors, or gases in areas
occupied during construction Provide local exhaust ventilation to prevent harmful dispersal
of hazardous substances into atmosphere of occupied areas Dispose in manner that will
not result in harmful exposure to person Ventilate storage spaces containing hazardous or
volatile materials
D Contractor shall submit to the Owner, for approval, proposed methods used to contain dust
and fumes in work area
E. Contractor shall be responsible for any damage to vehicles due to the construction
1.4 Construction/Maintenance
A Contractor shall be responsible for design, construction and maintenance of all barricades
and enclosures
01530-1
PART2-PRODUCTS
2.1 Materials may be new or used, suitable for intended purpose
PART 3 - EXECUTION
31 Installation
A Install barricades and enclosures of a neat and reasonable uniform appearance, struc-
turally adequate for the required purposes
B Maintain barricades and enclosures during entire construction period Relocate
barricades and enclosures as required with progress of construction
32 Removal
A Completely remove barricades and enclosures when construction has progressed to
the point that they are no longer needed
B Clean and repair damage caused by installation of barricades and enclosures
END OF SECTION
01530-2
SECTION 01540 - PROTECTION OF OCCUPIED SPACE
PART 1-GENERAL
1 1 Related Documents
A The Conditions of the Contract and the General Requirements of Division 1 of these
Specifications apply to the Work in this Section
1.2 Work Included
A The Work of this Section shall include protection of occupied space such that Owner
activities are not interrupted during normal business hours Contractor may work
within occupied area during hours stated within this Specification At all other times,
Contractor must remove all evidence of construction within occupied area
1 3 Related Work
A Refer to Section 01530 — Barriers and Enclosures
14 Design/Maintenance
A Contractor shall be responsible for design, construction and maintenance of all
protection
PAR72-PRODUCTS
2.1 Materials will be clean and free from oils, grease, paints, and other substances that will
leave stains or debris Materials may be new or used, suitable for intended purpose
PART 3 - EXECUTION
11 General
A Provide and maintain suitable protection as required to protect the Work and existing
facilities, remove protection materials when no longer needed, or at completion of Work
Protection shall conform to city and state laws, ordinances, permit requirements
B Maintain all necessary temporary protection for safe conduct of the Work, or as required
by federal, state or local laws or ordinances and in accordance with OSHA requirements
and other requirements of this Specification
C Provide adequate ventilation and protection to provide construction personnel with safe
working environment
D Work over occupied space shall be limited to the time of 5 30 p m to 2 00 a m Monday
through Friday, or from 800 a m to Midnight during the weekends
01540-1
1 2 Installation
A Coordinate all activities with Owner
B Contractor to systematically remove and reinstall ceiling for inspection prior to beginning
repairs
C Contractor to report to Engineer inaccessible slab areas requiring repairs
D Provide canvas tarps beneath work area and adjacent 10 feet perimeter, minimum Tarps
to cover all floor and counter areas
E Provide vertical partitions at work perimeters for containment As a minimum, containment
partitions shall consist of wood frames with sheet plastic Partitions shall extend from floor to
ceiling tiles All space between top of partitions and ceiling the shall be sealed
F Remove and protect ceiling tiles in area to be repaired Remove sufficient ceiling area to
allow work to proceed in efficient manner
1 Add additional ceiling frame support as required prior to demolition
2 Protect ceiling tiles, lights, framework, and other materials/equipment to remain
3 Coordinate electrical disconnect of lights with Owner
G Support plastic sheet directly below formwork to collect water that may leak from above
Plastic sheet to be above ceiling grid Contractor to inspect plastic and supports daily and
drain collected water as required
1 Reinstall ceiling tiles
2 Complete demolition from above (and below as required)
3 Prepare reinforcement steel after formwork is in place Close openings in formwork
with foam rod
H Clean-up debris in work area (broom clean), remove enclosures and protection
33 Removal
A Completely remove barricades when construction has progressed to the point that
they are no longer needed
B Clean and repair damage caused by installation of barricades
END OF SECTION
01540-2
SECTION 01560 - CONSTRUCTION CLEANING
PART 1-GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these specifications apply to the Work in this Section
1 2 Work Included
A Facilities, equipment and labor for cleaning and waste disposal during construction
and for final cleaning
1.3 Responsibilities
A Contractor and each subcontractor and installer is responsible for specific cleaning
operations of his work to the extent specified in the appropriate Specification Sections
B Employ workmen or professional cleaners experienced in the specific cleaning
operations
14 Cleanup
A Conduct clean up and disposal operations to comply with applicable anti -pollution
laws and local ordinances
1 Burning or burying of waste materials on the protect site is not permitted
2 Disposal of volatile fluids and wastes in storm or sanitary sewers, or into streams
or waterways, is not permitted
PART 2-PRODUCTS
21 Cleaning Materials
A Use cleaning materials for surfaces as recommended by Manufacturer
PART 3 - EXECUTION
31 Cleanup
A At the time each work task is completed, clean the area involved to a condition
suitable for occupancy and restore minor or superficial damage Replace units and
elements which are damaged beyond successful repair
B Oversee cleaning and ensure that building, grounds, and public properties are
maintained free from accumulation of waste materials and rubbish
C Take measures to prevent spread of trash, debris, cartons, packaging or otherwaste
materials on or off the protect site by wind
01560-1
D Sprinkle dusty debris with water
E At reasonable intervals during progress of work, clean up site and access and dispose
of waste materials, rubbish and debris
F Clean adjacent and nearby streets of dirt occasioned by construction operations,
frequency and methods as required by governing authority
G Clean all surfaces of concrete paste
32 Disposal
A Each Contractor or Subcontractor, in addition to the responsibilities set forth in the
General Conditions, shall at all times keep the premises free from accumulation of
waste materials or rubbish caused by the Work or his employees
B Establish and enforce a daily system for collecting and disposing of waste materials
from construction areas and elsewhere at the protect site Provide suitable trash
containers at a central collection point on the site Provide chutes or other suitable
means for removing trash safely and cleanly from elevated portions of the work
C Contractor and each Subcontractor and Installer is responsible for cleaning and
removal of his trash and debris to the collection point
D Do not hold collected materials at the site for periods of more than seven days
Handle hazardous, dangerous or unsanitary wastes separately from other waste
materials, by containerizing properly Dispose of each category of waste material in a
lawful manner Comply with federal, state, and local regulations for removal of
combustible waste material and debris
E Concrete debris shall be removed from the site and legally disposed of by concrete
installer
33 Protect Closeout
A At the completion of the Protect, the Contractor shall restore or replace all property
damaged by his Work
B Final cleaning shall include, as a minimum
Remove grease, paint, dust, soil, stains, labels, fingerprints, writing, and other
foreign materials from sight -exposed interior and exterior finished surfaces
Clean all hardware
Clean all plumbing fixtures
Clean all lighting fixtures
Repair, patch and touch up marred surfaces to specified finish to match adjacent
surfaces
Water blast floor surfaces at all areas of Work performed
END OF SECTION
01560-2
SECTION 01570 - TRAFFIC CONTROL AND SIGNAGE
PART1- GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division I of these specifications apply to the Work in this Section
12 Traffic Control
A Within 15 days after execution of the Contract, determine the vehicle and pedestrian
traffic flow and the signage for each phase of construction to maintain the traffic flow
throughout the parking structure
B Provide and maintain all drive lanes, entrances, exits, and safeguards required or
necessary to the progress of the Work, and effectively control such traffic in a manner to
provide minimum hazard to the Work and all persons
C Route all construction equipment, trucks, and similar vehicles via existing public streets
to and from the structure as approved by the governing authorities and the Owner
D Maintain constant access for police, fire, and ambulance service
E Provide and maintain for proper control of traffic and safety of all concerned, including all
necessary barricades, suitable and sufficient lights, reflectors and danger signals,
warning and closure signs and directional signs
F Indicate by day and by night all restricted and dangerous conditions existing on or
adjacent to the structure Illuminate at night all barricades and danger signals, warning
signs and obstructions Keep all lights burning from sunset until sunrise
G Vehicle and pedestrian traffic flow inside and outside of the structure shall be maintained
to provide easy entry and exit from the structure and to all parking areas
13 Signage
A Provide and maintain traffic signs through the duration of the Protect to assist in traffic
direction
B Provide signs necessary to inform visitors and employees of closings and traffic flow
modifications, both inside and outside of the structure Sign wording, appearance and
placement shall be approved by Owner
C Work will not be permitted to proceed until required signage is in place
1 4 Reference Standards
A Comply with the following reference standard, except where more stringent requirements
are indicated on the Drawings or specified herein
01570-1
1 5 Federal Highway Administration
A Part VI Standards and Guides for Traffic Controls for Street and Highway Construction,
Maintenance, Utility and Incident Management Operations Part VI of the Manual on
Uniform Traffic Control Devices (MUTCD)
PART2-PRODUCTS
21 Frames may be new or used, wood or metal, in sound condition and structurally adequate
2.2 Signs shall be a minimum of half -inch exterior grade plywood
2.3 Lettering shall be a minimum height of four inches and stenciled
24 Paint shall be exterior quality and the color of the lettering shall be black on a highway
orange background
PART 3 - EXECUTION
31 Install at a height of optimum visibility, on frames or attached to structural surfaces
32 Relocate support signs as required by progress of the Work
33 Maintain signs and supports in a neat, clean condition, repair damages to support or sign
34 Remove signs, framing and supports at completion of Protect
END OF SECTION
01570-2
SECTION 01630 - SUBSTITUTIONS
PART 1-GENERAL
1.1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1.2 General
A Whenever the proposal of substitute material, equipment, or process is permitted by
the Specifications, the proposed substitute material, equipment, or process shall be
submitted in accordance with the General Conditions, and subject to the following
B Materials or products specified by name of manufacturer, brand, trade name, or
catalog reference shall be the basis of bid and are given only to establish quality,
design, color, or workmanship Where two or more materials are named, choice of
these shall be optional with Contractor Where any of the terms "or equivalent," "or
approved," "as approved," etc , appear in the specifications or drawings, alternate
materials, products, or procedures may be used provided substitution is accomplished
by one of the following
Request for Change Before Bid Submission Bidder or Supplier may submit a
proposed change to Engineer for approval prior to ten (10) days before bid
submission Approval or refection of each proposed substitution or other change
shall be at discretion of Engineer If proposed change is approved, Engineer will
issue written statement certifying same
Request for Change at Time of Bid Submission by Voluntary Alternate Bidder
may submit Voluntary Alternates for materials, products, or procedures for which
he also submits bona fide Base Bid proposals Voluntary Alternates shall be
submitted in list form, naming each proposed substitute and difference, if any,
which will be made in the Contract price for each alternate, should it be
accepted Owner may accept or reject each individual Voluntary Alternative
As specified under Requirements
13 Requirements
A After the start of construction, the proposal of substitute material, equipment or
process will be considered only for one of the following reasons
The manufacture or production of the specified material, equipment, or process
has been discontinued
The specified material, equipment, or process is not available in sufficient
quantity or quantities to complete the Work Failure of the Contractor to award
subcontracts in sufficient time, or failure of the Contractor and/or the Sub-
01630-1
contractor involved to place orders for material, equipment, or process so as to
insure delivery or execution without delaying the Work shall not establish cause
for approval of substitutions
Delays beyond the control of the Contractor such as, but not limited to, strikes,
lockouts, storms, fires or earthquakes, which preclude the procurement and
delivery of material or equipment for the Protect as included in Contractor's
proposal
Advancement of the delivery date, provided this advances the overall progress
of the Work
Improvement in quality or function of the material, equipment or process
B If, after the start of construction, the Contractor proposes a substitute to the project,
the Contractor must submit a separate request for each material, equipment or
process supported with complete data with drawings and samples as appropriate,
including
1 Comparison of the qualities of the proposed substitution with that specified
2 Changes required in other elements of the work because of substitution
3 Effect on the construction schedule
4 Cost data comparing the proposed substitution with the product specified
5 Any required license fees or royalties
6 Availability of maintenance service and source of replacement materials
C After the start of the construction, any proposed substitute material, equipment or
process shall be subject to the following conditions
1 Submittal of the proposed substitute per the General Conditions
2 Submittal of the request for a substitution early enough to allow ample lead time
for the Engineer's review, preparation of the submittals, fabrication and delivery,
without delaying the Work
3 Approval of substitutions by the Engineer and the Owner
D The Engineer shall be the judge of the acceptability of the proposed substitute
E A request for substitution constitutes a representation that Contractor has investigated
the proposed substitute and determined that it is equal to or superior in all respects to
that specified
END OF SECTION
01630-2
date for receipt of Bids will be returned unopened. Bidder shall assume
full responsibility for timely delivery at the location designated for
receipt of Bids.
13.3. Oral, telephonic, telegraphic, or facsimile Bads are invalid and
will not receive consideration
13 4 No Bidder may submit more than one Bid Multiple Bids under
different names will not be accepted from one firm or association.
14.0 MODIFICATION AND WITHDRAWAL OF BIDS.
14.1. Bids may be modified or withdrawn by an appropriate document duly
executed (in a manner that a Bid must be executed) and delivered to the
place where Bids are to be submitted at any time prior to the opening of
Bids
14.2. Bids may also be modified or withdrawn in person by the Bidder or
an authorized representative provided he can prove his identity and
authority at any time prior to the opening of Bads.
14 3 Withdrawn Bids may be resubmitted up to the time designated for
the receipt of Bids provided that they are then fully in conformance with
these Instructions to Bidders
15 0 OPENINGS OF BIDS.
Bids will be opened and (unless obviously non -responsive) read aloud
publicly as indicated in the Invitation to Bid An abstract of the
amounts of the Base Bids and ma]or alternates (if any) will be made
available after the opening of Bids
16 0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE
All Bids shall remain open for forty-five (45) days after the day of the
Bid Opening, but OWNER may, in his sole discretion, release any Bid and
return the Bid Security prior to that date
17.0 AWARD OF CONTRACT
17 1 OWNER reserves the right to reject any and all Bids, to waive any
and all informalities not involving price, time or changes in the Work,
to negotiate contract terms with the Successful Bidder, and the right to
disregard all nonconforming, nonresponsive, unbalanced or conditional
Bids Also, OWNER reserves the right to reDect the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project
to make an award to that Bidder, whether because the Bid is not
responsive or the Bidder is unqualified or of doubtful financial ability
or fails to meet any other pertinent standard or criteria established by
OWNER Discrepancies between the indicated sum of any column of figures
12/03 Section 00100 Page 6
SECTION 01700 -PROJECT CLOSEOUT AND WARRANTIES
PART 1-GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division I of these Specifications apply to the Work in this Section
12 Cleaning and Closeout
A Refer to Section 01560 Construction Cleaning for final cleaning of tobsite
B A punch list discussing locations of unacceptable items and an attached explanation
of the nature of the unacceptable work shall be delivered to the Contractor after
substantial completion of the Protect
C The Contractor shall submit "Record Drawings" after substantial completion of the
protect The "Record Drawings" shall include, but not be limited to, the copies of the
Drawings incorporating all changes and bulletins (enclosed in clouds), all shop
drawings incorporating all changes (enclosed in clouds), and all approved submittals
Any dimensions beyond the tolerances of those established by nationally recognized
standards for the specific CSI division or section applicable shall be included on the
as-builts
D Record Drawings shall also include location and size/length by scale of all concrete
patches and lengths of cracks
E Closeout submittals include, but are not limited to, the following
1 Protect record documents
2 Operation and maintenance data
3 Maintenance manuals
4 Certificate of Inspection
5 Warranties
F Evidence of payments and release of liens
1 Contractor's Affidavit of Payment of Debts and Claims AIA G706
2 Contractor's Affidavit of Release of Liens AIA G706A, with
a Consent of Surety to Final Payment AIA G707
b Contractor's release of waivers of lien for subcontractors, suppliers and
others with lien rights against property of Owner, together with list of those
parties
1 3 Project Record Documents
A Maintain at Protect site, one copy of
1 Contract Drawings
01700-1
14
Protect Manual, including agenda
Approved Shop Drawings
Change Orders and Field Change Authorization
Other modifications to Contract
Field test records
B Store documents in temporaryfield office apartfrom documents used for construction
Provide files and racks for storage of documents
C Maintain documents in clean, dry, legible conditions, do not use record documents for
construction purposes
D Make documents available at all times for inspection by Engineer and Owner
E Contract Drawings Legibly mark using a red pencil for all graphic work and red ink for
all written work to record actual construction
1 Field changes of dimension and detail
2 Changes not made by change order and field change authorization
3 Details not on original Contract Drawings
F Specifications and Addenda markup each Section to record
1 Manufacturer, trade name, catalog number and supplier of each product and
item of equipment actually installed
2 Change made by change order, field change authorization and notice of
clarification
3 Other matters not originally specified
G Shop Drawings Maintain as record documents, legibly annotate Shop Drawings to
record changes made after approval
H At completion of Protect, deliver Record Documents to Engineer
Warranties and Bonds
A The act of the Contractor in executing the Agreement for this Work shall be considered
as his acceptance of the following guarantee covering the Protect
Any materials, workmanship or equipment furnished as a part of this Protect which
prove defective or fail to operate properly, within one (1) year, or as otherwise
specified in the Contract Documents, of the date of acceptance of the Work
required under this (or substantial completion of the) Protect (damage by wear and
tear, violence or casualty not the fault of the Contractor excepted), shall be
repaired and replaced by the Contractor promptly upon notification from the Owner
and without cost to the Owner
This guarantee provision shall apply regardless of whether or not such defective
workmanship, materials or equipment are listed in the final punch list Date of
acceptance (or substantial completion) will be established by the Owner and
01700-2
Engineer upon finding all items of this Protect substantially complete as to quality
of workmanship and materials Also see Division 7 for additional guarantees
Contractor shall provide warranty commencing on the date of Protect acceptance
Completion of various Protect phases shall not initiate commencement of warranty
in these specific areas A single Protect warranty date, at Protect acceptance, will
constitute commencement of warranty,
NOTE Some areas of Protect maybe open to vehicular traffic and subject to wear
(i a coatings, sealants, expansion joints) prior to commencement of warranty
PART2-PRODUCTS
2.1 Not used
PART 3 - EXECUTION
31 Not used.
END OF SECTION
01700-3
SECTION 01730 - OPERATING AND MAINTENANCE DATA
PART1- GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of Division 1
of these specifications apply to the work in this Section
1 Compile product data and related information appropriate for the Owner's
maintenance and operation of products furnished under the Contract Prepare
operating and maintenance data as specified in this Section and as referenced in
other pertinent Sections of the Specifications
2 Instruct the Owner's personnel in the maintenance of products
3 Prepare data in the form of an instructional manual for use by the Owner's personnel
1 2 Content of the Manual
A Neatly typewritten table of contents for each volume, arranged in a systematic order
1 Contractor, name of responsible principal, address and telephone number
2 A list of each product required to be included, indexed to the content of the volume
3 List with each product the name, address and telephone number of
a Subcontractor or installer
b Maintenance contractor, as appropriate
c Identify the area of responsibility of each
d Local source of supply for parts and replacement
Identify each product by product name and other identifying symbols as set forth in
Contract Documents
B Product Data
Include only those sheets which are pertinent to the specific product
Annotate each sheet to
a Clearly identify the specific product or part installed
b Clearly identify'the data applicable to the installation
c Delete references to inapplicable information
C Drawings
Supplement product data with drawings as necessary
Do not use Project Record Documents as maintenance drawings
D Written text, as required to supplement product data for the particular installation
Organize in a consistent format under separate headings for different procedures
Provide a logical sequence of instructions for each procedure
E Copy of each warranty, bond, and service contract issued
01730-1
I Provide information sheet for the Owner's personnel and give
a Proper procedures in the event of failure
b Instances which might affect the validity of warranties or bonds
1.3 Manual for Materials and Finishes
A Submit three (3) copies of complete manual in final form
B Content for architectural products, applied materials and finishes
1 Manufacturer's data, giving full information on products
2 Instructions for care and maintenance
C Provide complete information for products as specified in each respective Section
1 4 Instruction of the Owner's Personnel
A Prior to final inspection or acceptance, fully instruct the Owner's designated operating
and maintenance personnel in the operation, adjustment and maintenance of all
products, equipment and systems
B Operating and maintenance manual shall constitute the basis of instruction
Review contents of manual with personnel in full detail to explain all aspects of
operations and maintenance
END OF SECTION
01730-2
SECTION 02050 - DEMOLITION
PART 1 -GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include furnishing all labor, materials, equipment,
and supervision to demolish, haul, and dispose of concrete in accordance with
the Drawings and as specified herein
1 Concrete delaminations to the depth as indicated on the Drawings
1 3 Related Work
A The following Work is related to this Section
1 Submittals
Section 01300
2 Construction Facilities and Temporary Services
Section 01500
3 Barriers and Enclosures
Section 01530
4 Noise Control
Section 02055
5 Concrete Reinforcement
Section 03200
6 Concrete Repair
Section 03370
14 Quality Control
A After demolition is complete but prior to final cleaning, the cavities and all
exposed reinforcement (including tendons) shall be reviewed by the Engineer The
review shall include sounding the exposed concrete to determine completeness of
delamination removals, examination of dressed edges to verify depth and vertical
edge of cut, and uniformity of excavation to insure compliance with minimum
limits specified
B The Engineer shall review all reinforcement exposed within the cavities for
corrosion or damage resulting from Contractor's removal operations Replacement
of defective or damaged reinforcement bars shall be performed in accordance
with Section 03200 Concrete Reinforcement
1 5 Safety
A Locate electrical conduits prior to concrete demolition or sawcutting Contractor
02050-1
shall repair, at no cost to the Owner, all damage caused by his work
B Contractor shall verify if the concrete slab has embedded electrical conduit
Contractor shall take all necessary precautions to prevent damage to the conduit
Contractor shall coordinate with Owner to shut off power if repairs are located near
conduit
1 6 Submittals
A Submit for review and approval prior to beginning Work a copy of the proposed
restoration sequencing plan
B Submit for record types of equipment proposed for use
1 7 Basis of payment
A Demolition cost to be included in repair costs, unless otherwise noted
PART 2 - PRODUCTS
21 Not Used
PART 3 - EXECUTION
3 1 Inspection
A Examine areas and conditions under which the Work is to occur Notify the
Engineer immediately in writing as required in the General Conditions of any
conditions detrimental to the proper and timely completion of this Work
32 General
A Contractor shall review with the Owner and Engineer the types of equipment
proposed for use
B Conduct demolition operations to ensure minimum interference with roads,
streets, walks, and other adjacent occupied or used facilities Do not close or
obstruct streets, walks or other occupied or used facilities without permission
from authorities having jurisdiction
C Protect Owner's property which is to remain including, facades, signs, windows,
doors, plantings, parking equipment, electrical and mechanical lines and fixtures
1411MO Si3M]
D Protect adjoining properties, public thoroughfares, sidewalks and utilities from
damage due to this operation
E Take adequate precautions and provide protection as required to prevent damage
to remaining existing elements of the parking structure and all adjoining building
elements, and all cars using the facility
F At no cost to the Owner, promptly repair damage to adjacent facilities resulting
from demolition operations
G Clean adjacent facilities of dust, dirt and debris resulting from demolition
operations
H Authority for performing necessary work on public and private property adjoining
Owner's property shall be obtained by the Contractor
Remove all temporary protection and devices when no longer needed and when
directed by the Owner
33 Delammated Concrete Surface Preparation
A Location and Marking of Work Areas
1 Locate floor slab delaminations by sounding the surface with a hammer or
rod, or dragging a chain The Contractor shall sound all floor slabs
Delammated areas once located by the Contractor will be further sounded to
define their limits These limits or "boundaries" shall be marked with chalk
or paint
3 Prior to concrete removal locate reinforcing bars (tendons, anchorages, and
electrical conduits), in the vicinity of the repairs (Take the necessary
precautions to prevent damage to tendons, anchorages, and electrical
conduits )
B Concrete Removal and Surface Preparation
1 Delammated, spalled and unsound concrete shall have their marked boundar-
ies sawcut to a depth as indicated on the Drawings All edges shall be
straight and patch areas polygon shaped A diamond blade saw or grinder
with abrasive disk suitable for cutting concrete is acceptable for performing
this work The edge cut at the delamination boundary shall be dressed
perpendicular to the member face It shall also be of uniform depth for the
entire length of the cut
2 All concrete shall be removed from within the marked boundary to a
minimum depth as indicated on the Drawings using 15 to 30 pound chipping
hammers equipped with chisel point bits Larger chipping hammers with a
02050-3
maximum stroke of 4 inches shall not be used without approval from the
Engineer If delaminations exist beyond the minimum removal depth, then
chipping shall continue until all unsound and delammated concrete has been
removed from the cavity
3 Where reinforcing bars land tendons) are exposed by concrete removal,
extra caution shall be exercised to avoid damaging them during removal of
additional unsound concrete The minimum depth of concrete removal
around and beyond the perimeter of the bar for the entire exposed length
shall be as indicated on the Drawings
4 If cross -sectional area loss is present on reinforcing bars where they enter
sound concrete, then additional removal of concrete along the reinforcement
is required Such additional removal shall continue until adequate
reinforcement is exposed If corrosion persists beyond the removal limits,
the Engineer shall be advised and will direct further removals
C Preparation of Concrete Bonding Surface
1 Abrasive blast or high pressure waterblast all exposed surfaces to remove
laitance and any foreign material that may impair bonding prior to concrete
placement
D Cleaning and Securing of Reinforcing
1 Refer to Section "Concrete Repair " Existing reinforcing and miscellaneous
metals shall be cleaned of rust and laitance to near white metal
E Final Preparation
1 Airblasting is required as a final step to remove dust and debris
35 Disposal
A Remove and properly dispose of concrete and debris from areas exposed to public
view on a daily basis
END OF SECTION
02050-4
SECTION 02055 - NOISE CONTROL
PART 1 -GENERAL
1 1 Related Documents
A The Conditions of the Contract and the General Requirements of Division 1 of
these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include material, delivery, labor, equipment, and
supervision to install noise control elements and procedures to be compliant with
local and State of Colorado ordinances
B The Contractor shall make every effort to keep the noise level created by the
demolition and construction work to a minimum
1 3 Related Work
A The following work is related to this section
1 Submittals Section 01300
2 Demolition Section 02050
PART 2 - PRODUCTS
21 Not Used
PART 3 - EXECUTION
31 General
A If noise levels generated by work exceed limits of Maximum Allowable Noise or
limits established by local and State of Colorado ordinances, then Contractor shall
implement noise control measures
END OF SECTION
02055-1
and the correct sum thereof will be resolved in favor of the correct sum.
17 2 In evaluating Bids, OWNER will consider the qualifications of the
Bidders, whether or not the Bids comply with the prescribed requirements,
and such alternates, unit prices and other data, as may be requested in
the Bid Form or prior to the Notice of Award
17 3 OWNER may consider the qualification and experience of
Subcontractors, Suppliers, and other persons and organizations proposed
for those portions of the Work as to which the identity of
Subcontractors, Suppliers, and other persons and organizations rs
submitted as requested by OWNER. OWNER also may consider the operating
costs, maintenance requirements, performance data and guarantees of major
items of materials and equipment proposed for incorporation in the Work
when such data is required to be submitted prior to the Notice of Award.
17 4 OWNER may conduct such investigations as OWNER deems necessary to
assist in the evaluation of any Bid and to establish the responsibility,
qualifications and financial ability of the Bidder's proposed
Subcontractors, Suppliers and other persons and organizations to do the
Work in accordance with the Contract Documents to OWNER's satisfaction
within the prescribed time
17.5. If the Contract is to be awarded, it will be awarded to the lowest
responsive and responsible Bidder whose evaluation by OWNER indicates to
OWNER that the award will be in the best interest of the OWNER Award
shall be made on the evaluated lowest base bid excluding alternates. The
basis for award shall be the lowest Bid total for the Schedule or, in the
case of more than one schedule, for sum of all schedules. Only one
contract will be awarded
17.6. If the Contract is to be awarded, OWNER will give the Successful
Bidder a Notice of Award within forty-five (45) days after the date of
the Bid opening.
18 0 CONTRACT SECURITY
The General Conditions and the Supplementary Conditions set forth OWNER's
requirements as to performance and other Bonds When the Successful
Bidder delivers the executed Agreement to the OWNER, it shall be
accompanied by the required Contract Security.
19 0 SIGNING OF AGREEMENT
When OWNER gives a Notice of Award to the Successful Bidder, it will be
accompanied by the required number of unsigned counterparts of the
Agreement with all other written Contract Documents attached Within
fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the
required number of counterparts of the Agreement and attached documents
12/03 Section 00100 Page 7
SECTION 03100 - CONCRETE FORMWORK
PART 1 -GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
B ACI 301-99, "Standard Specification for Structural Concrete" and ACI 117-90
Standard Specifications for Tolerances for Concrete Construction and Materials
are hereby a part of this Section Specific project requirements or modifications
are specified herein
C A copy of ACI SP-15 (99) Field Reference Manual, Standard Specifications for
Structural Concrete ACI 301-99 with selected ACI and ASTM references shall be
kept in the Contractor's field office
1 2 Work Included
A The Work of this Section shall include design, material, delivery, labor,
equipment, and supervision to install formwork and shoring systems for cast -in -
place concrete as indicated on the Drawings and as specified herein
B Formwork installation items furnished by others include miscellaneous items
required to be embedded in the concrete, but not including reinforcing steel
1 3 Related Work
A Related Work specified elsewhere
1 Submittals Section 01300
2 Concrete Reinforcement Section 03200
3 Concrete Repair Section 03700
1 4 Design (ACI 301, 2 2 2) Additional requirements are specified as follows
A Design of formwork and shoring shall be under direct supervision of a registered
Professional Engineer fully experienced in the design of formwork and shoring
B Design formwork to be readily removable without impact, shock, or damage to
cast -in -place concrete surfaces, the structure, or adjacent materials
C Formwork design shall include bracing to prevent displacement under vibration or
sagging between supports
11111016161111111
D Shoring shall be of a size and spacing as required to support the weight of the
forms, concrete or facades and construction live load Shoring shall be secured
against horizontal movement by bracing in both longitudinal and transverse
directions Shoring shall be braced at intermediate levels when more than twelve
(12) feet high
H Provide shoring so that loads from construction above will transfer directly
Space shoring in such a manner that no floor or member will be excessively
loaded or will induce tensile stress in concrete members where no reinforcing
steel is provided
1 5 Reference Standards
A Comply with the following reference standards, except where more stringent
requirements are indicated on the Drawings or specified herein
1 American Concrete Institute editions as indicated in Section 03300, Cast -In -
Place Concrete and as follows
a ACI 34719-94, Guide to Formwork for Concrete
b SP-4 (95), 6th Edition, Formwork for Concrete
2 American Welding Society
a AWS D1 1-00, Structural Welding Code — Steel
3 American Iron and Steel Institute
a Cold -Formed Steel Design Manual
4 OSHA safety standards latest revisions
1 6 Quality Control
A Formwork materials and installation work may be reviewed by the Engineer at any
time during the progress of the Work Allow free access to facilities for this
purpose
1 7 Submittals (ACI 301 2 1 2)
A Submit for record formwork product data including facing materials
B Submit for record formwork release agent product data
1 8 Transportation and Handling
03100-2
A Store all formwork materials clear of ground, protected, so as to preclude
damage
1 9 Basis of Payment
A Formwork and shoring are to be included in the cost of concrete placement and
demolition
PART 2-PRODUCTS
21 Formwork Materials (ACI 301 2 2 1)
A Formwork for exposed finish concrete to provide smooth form finish
1 Unless otherwise indicated, construct with plywood, metal, metal -framed
plywood faced, or other acceptable panel -type materials, to provide
continuous, straight, smooth, exposed surfaces Furnish in largest
practicable sizes to minimize number of joints and to conform to )omt
system indicated on Drawings Provide formwork material with sufficient
thickness to withstand pressure of newly -placed concrete without bow or
deflection
B Formwork for unexposed finish concrete to provide rough form finish
1 Construct with plywood, lumber, metal, and other acceptable material
Provide lumber dressed on at least two edges and one side for tight fit
23 Form Release Agent (ACI 301 2 2 1 3) Additional requirements are specified as
follows
A Form release agent shall be non -toxic, VOC compliant, environmentally safe
compatible with formwork material and shall not dust, contribute to bug holes
nor adversely affect concrete surfaces, and shall not impair subsequent treatment
of concrete surface
24 Shores
A Shores shall consist of wood or steel posts
PART 3 - EXECUTION
3 1 Inspection
03100-3
A Inspect area to receive the work and report immediately in writing to the
Engineer, as required in the General Conditions, any unacceptable conditions
32 Formwork Fabrication and Manufacture (ACI 301 2 2 3) Additional requirements are
specified as follows
A Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent
swelling and assure ease of removal
B Chamfer all exposed corners, unless otherwise noted on the Drawings, using
wood, metal, PVC, or rubber chamfer strips fabricated to produce smooth form
lines and tight edge joints Bevel retentrant corners or edges of formed joints as
indicated on the Drawings
33 Formwork Construction and Erection (ACI 301 2 3 1) Additional requirements are
specified as follows
A Do not thin form release agent
B If steel forms are used, form release agent shall be non -staining rust preventative
34 Tolerances (ACI 301 2 3 1 2) Additional requirements are specified as follows
A Construct formwork to provide completed concrete surfaces complying with the
tolerances specified in ACI 117, Sections 3 and 4
B Make whatever corrections or adjustments to the formwork that may be required
to correct any deviation which exceed specified tolerances
C Check formwork during concrete placement to ensure that forms, shores,
falsework, ties, and other features have not been disturbed by concrete
placement methods or equipment
E The offset between adjacent formwork facing material shall not exceed ACI 117
Class A 1/8 inch
3 5 Installation of Reinforcement
A Refer to Section 03200, Concrete Reinforcement
36 Removal of Formwork (ACI 301 2 3 2) Additional requirements are specified as
follows
A In no case shall formwork and shoring removal from horizontal members be
before
03100-4
concrete strength is at least 70 percent of the specified design strength or
approved by the Engineer
38 Re -Use of Forms
A Clean and repair surfaces of forms to be re -used Remove fins and lartance, and
tighten forms to close joints Align and secure joint to avoid offsets Split,
frayed, delaminated or otherwise damaged form facing material will not be
acceptable for exposed surfaces
B Apply new form -release agent as specified
C Do not use "patched" forms for exposed concrete surfaces, unless approved by
the Engineer
END OF SECTION
19010111Z�II.7
SECTION 03200 - CONCRETE REINFORCEMENT
PART-1 GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
B ACI 301-96 A Standard Specifications for Structural Concrete and ACI 117-90
Standard Specifications for Tolerances for Concrete Construction and Materials
are hereby a part of this Section Specific project requirements or modifications
are specified herein
C A copy of ACI SP-15 (95) Field Reference Manual, Standard Specifications for
Structural Concrete ACI 301-96 with selected ACI and ASTM references shall be
kept in the Contractor's field office
1 2 Work Included
A The Work of this Section shall include the materials, fabrication, delivery, and
installation of reinforcing steel for cast -in -place concrete
B Field epoxy coating of exposed reinforcing steel in concrete cavities
1 3 Related Work
A The following Work is related to this Section
1 Submittals
Section 01300
2 Testing Laboratory
Section 01410
3 Concrete Formwork
Section 03100
4 Concrete Repair
Section 03370
5 Masonry
Division 4
1 4 Reference Standards
A Comply with the following reference standards, except where more stringent
requirements are indicated on the Drawings or specified herein
American Concrete Institute editions as indicated in Section 03300, Cast -In -
Place Concrete
2 American Welding Society
03200-1
a AWS D1 492 Structural Welding Code - Reinforcing Steel
3 Concrete Reinforcing Steel Institute
a Placing Reinforcing Bars, Seventh Edition, 1997
b Reinforcement Anchorages and Splices, Fourth Edition, 1997
c Fabrication of Epoxy -Coated Rebar
d Field Handling Techniques for Epoxy -Coated Rebar at the Job Site
e Manual of Standard Practice, 26 Edition, 1997
4 Wire Reinforcement Institute
a Manual of Standard Practice - Structural Welded Wire Fabric, 1992
b Structural Detailing Manual, 1994
5 American Society for Testing and Materials
a As specified herein
1 5 Quality Control
A Refer to Section 01410 Testing Laboratory for inspection requirements of
concrete reinforcement
B Epoxy coated shall be certified under the CRSI Epoxy Coating Plant
Certification Program
C If in the opinion of the Engineer, the bars cross -sectional area loss is greater
than 10 percent, or two bars in the same area loss is greater the Contractor
shall splice as directed by the Engineer Minimal splice lap shall be as indicated
on the Drawings
1 6 Submittals (ACI 301 3 1 1) Additional requirements are specified as follows
A Submit for review and approval shop drawings Comply with ACI SP-66 188)
Detailing Manual
B Submit for record upon request reinforcing materials certification signed by
the Manufacturer and the Contractor, certifying that components used as
concrete reinforcement meet or exceed specified requirements
C Submit for record, Health and Safety Data Sheets and Manufacturer's Spec
Data Sheets for field -applied epoxy coating and cold galvanizing compound
03200-2
E Submit for record certification that epoxy coating meets CRSI Epoxy Coating
Plant Certification Program
1 7 Transportation and Handling
A Deliver all reinforcement to the project site bundled, tagged and marked Tags
shall indicate bar sizes, lengths and other information corresponding to
markings indicated on placement diagrams Handle and store materials to
prevent damage, rust, or contamination Store reinforcing steel on supports
above ground level Protect from weather Deliver and store welding
electrodes in accordance with AWS D1 4
B Epoxy -coated reinforcement
1 Comply with requirements of ASTM D3963/D3963M-96 Fabrication and
Jobsite Handling of Epoxy -Coated Reinforcing Steel Bars and CRSI Field
Handling Techniques for Epoxy -Coated Rebar at the Job Site
2 Provide adequately padded contact areas on all systems used for
handling epoxy coated bars
3 Use protective nylon slings and power lift all bundles at multiple pick-up
points to prevent sags and bar -to -bar abrasion
4 Do not drop or drag bars or bundles
5 Adequately support bars or bundles during transit to prevent damage to
the coating
6 Store bars on wooden cribbing
7 Cover bars with opaque polyethylene sheeting, properly secured if left
open to the elements Do not store bars at the job site unprotected over
the winter
1 8 Basis of Payment
A Reinforcing steel is incidental to cost of concrete demolition and placement
B Provide ten (20) additional pounds of placed mild steel reinforcement, 10
pounds of which will be epoxy coated, for inclusion in the project as the
Engineer directs
03200-3
PART - 2 PRODUCTS (ACI 301 3 2)
21 Reinforcing
A Reinforcing Bars
1 ANSI/ASTM A615, grade 60, unless noted
B Reinforcing bars to be welded
1 ASTM A706, Grade 60
C Epoxy -Coated Reinforcing Bars
1 ASTM A775
D Welded Wire Reinforcement Sheets (rolls shall not be accepted)
1 ASTM A185, welded plain wire reinforcement
2 ASTM A497, welded deformed wire reinforcement
3 ASTM A884, epoxy -coated welded wire reinforcement
2 2 Wire Reinforcement Supports (ACI 301 3 2 1 61 Additional requirements are
specified as follows
A Provide CRSI Class 1 plastic -protected wire bar supports for reinforcement in
contact with formwork, including bolsters, chairs, spacers and other devices
for spacing, supporting, and fastening reinforcing bars in place (Zone 1, 2, 3)
B Provide CRSI Class 1-A epoxy, vinyl, or plastic -coated bright basic wire bar
supports for epoxy reinforcement in contact with formwork, including bolsters,
chairs, spacers and other devices for spacing, supporting, and fastening
reinforcing bars in place
2 3 Tie Wire
A Tie wire shall be plastic or vinyl coated for all epoxy coated reinforcement, and
post -tensioning tendons
2 4 Epoxy -Coating for Mild Reinforcing
A Location of epoxy -coated reinforcing is described in the General Notes
B Brown or red coatings are not permitted
C Fabrication of epoxy -coated reinforcement shall conform to ASTM
D3963/D3963M-96 and CRSI Fabrication of Epoxy -Coated Rebar
D Acceptable shop -applied fusion -bonded epoxy coatings are
1 Scotchkote 413, The 3M Company
03200-4
2 Flintflex 531-6086, E I DuPont DeNemours Company, Inc
3 NAP-GARD 7-2709 Rebar, O'Brien Powder Products Inc , Houston, TX
4 or Approved Equivalent
2 5 Epoxy Patch Compound
A Use patching compounds recommended by the epoxy powder Manufacturer,
compatible with the shop applied epoxy coating and inert in concrete
B Acceptable patching compounds are
1 Scotchkote 413PC, The 3M Company
2 NAP-GARD Rebar Repair Material 7-2727, O'Brien Powder Products Inc ,
Houston, TX
2 6 Field -Applied Epoxy Coating
A Field applied epoxy coating for existing steel reinforcement and miscellaneous
metals embedded in concrete
B Acceptable field -applied epoxy coatings are
1 Sikagard 62 with Tan, Grey, Yellow or Green Pigment, Sika Chemical
Corp , Lyndhurst, NJ
2 Scotchkote 306, 312, The 3M Co
3 Epogrip, Sonneborn Building Products, Division Chemrex, Shakopee, MN
4 or Approved Equivalent
2 7 Reinforcing Steel Chemical Anchorages
A Provide sizes and types of anchorages as indicated on the Drawings
B Acceptable embedded anchor systems are
1 HILTI HIT Fastening System, HILTI, Inc Fastening Systems
2 HILTI HVA Adhesive Anchors, HILTI, Inc Fastening Systems
3 Foil Fast, Rawlplug Cc
4 Chem Stud, Rawlplug Co
5 or Approved Equivalent
PART - 3 EXECUTION
3 1 Inspection
A Inspect area to receive the work and report immediately in writing to the
Engineer, as required in the General Conditions, any unacceptable conditions
03200-5
to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER
shall deliver one fully signed counterpart to CONTRACTOR Each
counterpart is to be accompanied by a complete set of the Drawings with
appropriate identification.
20.0 TAXES.
OWNER is exempt from Colorado State Sales and Use Taxes on materials and
equipment to be incorporated in the Work Said taxes shall not be
included in the Contract Price. Reference is made to the General and
Supplementary Conditions
21 0 RETAINAGE.
Provisions concerning retainage are set forth in the Agreement
22 0 PURCHASING RESTRICTIONS.
Purchasing restrictions The Bidder's authorized signature of this Bid
assures the Bidder's compliance with the City's purchasing restrictions
A copy of the resolutions are available for review in the Purchasing and
Risk Management Division or the City Clerk's office
A Cement Restrictions City of Fort Collins Resolution _91-121
requires that suppliers and producers of cement or products
containing cement to certify that the cement was not made in cement
kilns that burn hazardous waste as a fuel
23 0 COLLUSIVE OR SHAM BIDS
Any Bid deemed by the City in its sole discretion to be a collusive or
sham Bid will be rejected and reported to authorities as such Your
authorized signature of this Bid assures that such Bid is genuine and is
not a collusive or sham Bid
24 0 BID RESULTS
For information regarding results for individual Bids send a self-
addressed, self -stamped envelope and a Bid tally will be mailed to you
Bid results will be posted in the Purchasing office seven (7) days after
the Bid Opening
END OF SECTION
12/03 Section 00100 Paqe 8
3.2 Fabrication
A Fabrication tolerances shall be in accordance with ACI 117 2 1
33 Placing Reinforcement (ACI 301 3 3) Additional requirements as specified herein
A Comply with Concrete Reinforcing Steel Institute's recommended practice for
Placing Reinforcing Bars, for details and methods of reinforcement placement
and supports, and as herein specified
B Place reinforcement to obtain at least minimum coverages for concrete
protection as indicated on the Drawings Reinforcement placement tolerances
shall be in accordance with ACI 117 2 2
C Arrange, space, and securely tie bars and bar supports to hold reinforcement
in position during concrete placement operations Set wire ties so ends are
directed into concrete, not toward exposed concrete surfaces so that concrete
cover for tie wire matches cover for reinforcement
D Install welded wire fabric in lengths as long as practical Offset end laps in
adjacent widths to prevent continuous laps in either direction
E Supports for welded wire fabric shall be placed at 2'-0" maximum spacing
Supports for bars shall be placed at 4'-0" maximum spacing Supports shall be
placed a maximum of 6 inches from ends of the reinforcement
34 Splices
A Welded splices approved by the Engineer may be used provided the following
conditions are met
1 Welders shall have passed the AWS standard qualification tests
2 Welded splices to be performed according to AWS D1 4
3 The General Contractor shall bear the expense of hiring an independent
testing agency (approved by the Engineer) to inspect and verify quality of
field welds
35 Existing Reinforcement
03200-6
A Existing reinforcing and miscellaneous metal to remain shall be cleaned of rust
and laitance to Near White Metal and field epoxy coated in accordance with
epoxy coating manufacturer recommendations
B Loose reinforcing bars shall be secured by either tying loose reinforcement to
bonded reinforcement or drilling supplemental anchors and installing tie downs
Lead anchors are not permitted Securing loose reinforcement is incidental to
surface preparation and no extras will be allowed for this work
C Field -applied epoxy cure time must be extended as directed by the Engineer
during cold weather application
D Field -applied epoxy must be properly cured in a non "tacky" condition prior to
concrete placement
E Remove epoxy spillage from adjacent concrete surfaces
36 Epoxy Coating Inspection and Repair
A Uncoated ends of bars must be coated at the lob site
B Repair is required of all visible damaged areas, if one percent or less of the
surface area of the coating in any three (3) foot length of bar is damaged If
more than one percent of the surface area is damaged, the bar shall be
replaced
C Repair damaged epoxy coating as Engineer directs Repair shall be performed a
minimum of 24 hours prior to concrete placement, unless Contractor submits
Manufacturer's data indicating lesser curing time
D Repair of epoxy coating shall not be carried out when the temperature of the
bars or ambient air is 5 degrees C or below, or when moisture is present on
the steel
E Inspection and acceptance of epoxy coated reinforcement will be per CRSI
Guidelines for Inspection and Acceptance of Epoxy -Coated Reinforcing Bars at
the Job site
END OF SECTION
03200-7
SECTION 03370 - CONCRETE REPAIR
PART 1 -GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include providing and installing concrete patching
materials, as indicated on the Drawings and as herein specified
1.3 Related Work
A The following work is related to this Section
1 Submittals
Section 01300
2 Testing Laboratory
Section 01410
3 Demolition
Section 02050
4 Concrete Reinforcement
Section 03200
7 Traffic Bearing Membranes
Section 07570
8 Joint Sealants
Section 07900
1 4 Reference Standards
A Comply with the following reference Standards, except where more stringent
requirements are indicated on the Drawings or specified herein
American Concrete Institute (ACI)
a ACI 117-90 Standard Tolerances for Concrete Construction and
Materials
b ACI 201 2R-92 Guide to Durable Concrete
c ACI 222R-89 Corrosion of Metals in Concrete
d ACI-301-96 Specifications for Structural Concrete for Buildings
e ACI-302 1 R-89 Guide for Concrete Floor and Slab Construction
f ACI 304R-89 Guide for Measuring, Mixing, Transporting and Placing
Concrete
g ACI 305R-91 Hot Weather Concreting
h ACI 306R-88 Cold Weather Concreting
i ACI 306 1-90 Standard Specification for Cold Weather Concreting
I ACI 318-95 Building Code Requirements for Structural Concrete and
Commentary
03370-1
k ACI 347R-94 Guide to Formwork for Concrete
1 5 Quality Control
A The patched areas shall be sounded with a hammer 7 days after placement
Repair all detected hollowness by removing and replacing the patch or affected
area at no extra cost to the Owner
B If shrinkage cracks appear in the repair material within 72 hours after placement,
the repairs shall be considered defective, and shall be removed and replaced at no
extra cost to the Owner
C Patched areas shall be tested for bond by a Testing Laboratory as directed by the
Engineer Refer to Section 01410, Testing Laboratory
D Plan drawing sepias shall be maintained locating all repairs performed under this
Section Location and size of patches, overlays, etc must be located on clean
sepias Separate sepia shall be maintained for each Level and Ceiling plan
E The Contractor, or Restoration Subcontractors, shall have not less than two (2)
years experience in the field of structural concrete restoration work
1 6 Environmental Requirements
A Cold weather concreting In accordance with ACI 306 1 or as specified herein
B Hot weather concreting In accordance with ACI 305 or as specified herein
C Inclement Weather
Unless adequate protection is provided, concrete shall not be placed during
rain, sleet or snow
2 Rain water shall not be allowed to increase the mixing water nor to damage
the surface finish
1 7 Submittals
A Submit for record the Manufacturer's Spec "Data Sheets" and "Health and Safety
Data Sheets"
B Submit for record upon request, a written description of the Contractor's
concrete repair ability, including equipment, facilities, personnel, and a list of
similar completed projects
03370-2
1 8 Transportation and Handling
A Store materials on platforms off ground, protected from the elements
B Handle and store aggregates in a manner to prevent intrusion of foreign material
Protect all material until used
C Material which has deteriorated or which has been damaged shall not be used
1 9 Basis of Payment
A All patching quantities shall be measured on a unit cost basis Refer to Section
00300, Bid Forms
B Depth of patches are as indicated on the Drawings
PART 2 — PRODUCTS
21 Horizontal Repair Mortar
A Repair mortar to be traffic bearing polymer modified cementious, type and
thickness to meet conditions as indicated on the Drawings
B For deeper patches add aggregate per Manufacturer's recommendations
C Acceptable repair mortars for patching (Note depths indicated as follows in
parenthesis without aggregate) horizontal surfaces are
1 Ste Trowel, Grade Mortar CR701 ('/4" to 2") or Ste Flowable Mortar CR730
(%2" to 2"), Ste Concrete Restoration Div , Atlanta, GA
2 Concrete Coat ('/2-1" to 2"), The Euclid Chemical Co , Cleveland, OH
3 SikaRepair 222 with SikaLatex (R) (1 /8" to 1 "), Sika Chemical Corp ,
Lyndhurst, NJ
4 EMACO T430 (%23" to 1 ") or SD2 Repair Mortar, BASF, Shakopee, MN
5 Or Approved Equivalent
22 Horizontal Repair Mortar (Rapid Set)
A Repair mortar to be traffic bearing, rapid setting, polymer modified cementtous,
type and thickness to meet conditions as indicated on the Drawings
B For deeper patches add aggregate per Manufacturer's recommendations
C Acceptable rapid setting repair mortar for patching (Note depth indicated in
parenthesis without aggregate) horizontal surfaces is,
03370-3
1 EMACO T415 ('/z" to 1 "), Master Builders, Cleveland, OH
23 Horizontal Repair Mortar (Corrosion Inhibitor)
A Repair mortar to be traffic bearing, polymer modified with corrosion inhibitor,
cementious, type and thickness to meet conditions as indicated on the Drawings
B For deeper patches add aggregate per Manufacturer's recommendation
C Acceptable repair mortar with corrosion inhibitor for patching horizontal surfaces
is
1 Sikatop 121 Plus or 122 Plus, Sika Chemical Corp , Lyndhurst, NJ
24 Surface Applied Corrosion Inhibitor
A Surface applied corrosion inhibitor for slab patch perimeters after final patch
cavity preparation
B Acceptable surface applied corrosion inhibitors are
1 Postrite, W R Grace and Co
2 Sika FerroGard 903, Sika Chemical Corp , Lyndhurst, NJ
3 Or Approved Equivalent
PART 3 - EXECUTION
3 1 Inspection
A Before commencing work, examine all adjoining work on which this work is
dependent and report in writing to the Engineer any condition which prevents
Contractor from performing the work Starting work constitutes acceptance of
adjoining work
32 Surface Preparation, Refer to Section 02050, Demolition
33 Surface Applied Corrosion Inhibitor
A Prior to placement of slab patch concrete, apply surface applied corrosion
inhibitor evenly to the lean and dry patch perimeter surface using three
applications Each application shall be at a rate of 125 SF per gallon in
accordance with Manufacturer's written procedures
B Allow surface applied corrosion inhibitor to fully cure, and then remove any
03370-4
residual potentially bond -breaking inhibitor from the surface, prior to applying
repair mortar, waterproof membrane, etc
34 Existing Reinforcement, Refer to Section 03200, Concrete Reinforcement
35 Placing Concrete Patching Materials
A The mixing and installing of the concrete patching materials and the priming of
the existing concrete surface shall be in accordance with the Manufacturer's
recommendations
B Concrete patching materials shall be cured according to the Manufacturer's
recommendations
END OF SECTION
03370-5
SECTION 04100 - MORTAR
PART 1 -GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section includes furnishing all labor, materials, equipment and
supervision to install mortar and grout for masonry walls
1 3 Related Work
A Related Work specified elsewhere
1 Submittals Section 01300
2 Testing Laboratory Section 01410
3 Brick Unit Masonry Section 04212
4 Masonry Restoration and Cleaning Section 04500
1 4 Reference Standards
A Comply with the following reference standards except where more stringent
requirements are indicated on the Drawings
1 American Concrete Institute
a ACI 530-95/ASCE 5-95/TMS 402-95, Building Code Requirements for
Masonry Structures and Specification for Mansonry Structures and
Related Commentaries
2 National Concrete Masonry Association
a NCMA, Specifications for the Design and Construction of Load -Bearing
Concrete Masonry
3 Brick Institute of America
a BIA, Building Code Requirements for Engineered Brick Masonry
4 American National Standards Institute, Inc
04100-1
a ANSI A41 2, Building Code Requirements for Reinforced Masonry
5 Portland Cement Association
a Concrete Masonry Handbook
6 ASTM, American Society for Testing and Materials
a As specified herein
1 5 Quality Control
A Refer to Section 01410, Testing Laboratory for testing of mortar and grout
1 6 Submittals
A Submit for review and approval product data and design mixes for mortar and
grout
B Submit upon request, for review and approval grouting procedures including lift
heights, and method of consolidation
1 7 Samples
A Submit upon request for review and approval samples
1 8 Transportation, Storage, and Handling
A Store materials off the ground, under cover, and in a dry place
B Protect packaged materials from freezing
Basis of Payment
A Refer to Section "Masonry Restoration,and Cleaning "
PART 2 - MATERIALS
21 Mortar
A Mortar for masonry units - ASTM C270, non -staining, Type S, compressive
strength as indicated on the Drawings
04100-2
B Colored Mortar Pigments shall be proportioned to achieve the same mortar color
as existing mortar, but not to exceed the Manufacturer's recommended pigment
to mortar ratio
C
Aggregates for masonry mortar - ASTM C140
22
Grout
A
Masonry Grout - ASTM C 476, strength as indicated on the Drawings
B
Aggregates for masonry grout ASTM C404
23
Cement
A
Portland Cement - ASTM C 150, Type I
B
Masonry Cement - ASTM C 91
C
Hydrated Lime for Masonry Purposes - ASTM C 207, Type S
24
Aggregate
A
Aggregate for mortar - ASTM C 144
B
Aggregate for masonry grout - ASTM C 404
25
Water
A
Mixing water shall be potable - clean and free from oil, acids, alkali, or organic
malter
26 Admixtwes
A Compounds to lower the freezing point of mortar, accelerators, and other
admixtures are prohibited unless approved in writing by the Engineer
PART 3 - EXECUTION
3 1 Inspection
A Inspect area to receive the work and report immediately in writing to the
Engineer, as required in the General Conditions, any unacceptable conditions Do
not proceed with work until unsatisfactory conditions have been corrected in an
acceptable manner Commencement of work implies acceptance of related work
04100-3
SECTION 00300
BID FORM
32 Mixing
A Mortar - ASTM C270
1 Mix all cementitious materials and sand in a mechanical batch mixer for 5
minutes minimum
2 Adjust the consistency of the mortar for workability
3 Use all mortar within 2-1/2 hours of the initial mixing Do not retemper
mortar by adding water after it has begun to set or beyond the 2-1/2 hour
time limit
B Grout - ASTM C476, ACI 530 1
1 Adjust consistency of grout for workability
2 Use fine grout in grout spaces with less than 2 inches in horizontal
direction, unless otherwise noted
3 Use coarse grout in grout spaces 2 inches or more in least horizontal
dimension, unless otherwise noted
4 Use grout within 1-1/2 hours of initial mixing Do not retemper grout by
adding water after the 1-1/2 hour time period has passed or it has begun to
set
END OF SECTION
04100-4
SECTION 04212 - BRICK UNIT MASONRY
PART 1 - GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include all labor, materials, equipment, and
supervision to install brick unit masonry including all reinforcement, and anchors
B Work shall include installation devices and equipment specified elsewhere
1 3 Related Work
A The following Work is related to this Section
1 Submittals Section 01300
2 Mortar Section 04100
1 4 Reference Standards
A Comply with the following reference standards except where more stringent
requirements are shown on the Drawings
1 American Concrete Institute
a ACI 530-92/ASCE 5-921TMS 402-92, "Budding Code Requirements for
Concrete Masonry Structures"
b ACI 5301-92/ASCE 692/TMS 602-92, "Specifications for Masonry
Structures"
2 Brick Institute of America (BIA)
a BIA, "Building Code Requirements for Engineered Brick Masonry"
b Technical Notes on Brick Construction
3 ASTM, American Society for Testing and Materials
a As specified herein
1 5 Quality Assurance
A Single Source Responsibility for Brick Units Obtain exposed brick units of uniform
texture and color, or a uniform blend within ranges accepted for these
characteiistics, from one manufacturer
04212-1
B Brick work for this project is subject to continuous inspection by an independent
inspection agency provided by the Contractor, agreed to by the Owner and
Engineer
C Field Samples Prepare field samples for Engineer's review and to establish
i requirements for ratings and finish texture
1 6 Submittals
A Submit for review and approval product data including manufacturer's specifications
and technical data for each different brick unit indicated
1 7 Samples
A Brick samples Submit for review and approval not less than three individual brick,
showing variations in color and texture to closely match existing bricks
1 8 Transportation and Handling
A Packing and Shipping Deliver materials in undamaged condition
B Storage and Protection Store masonry units off ground, under cover, and in a dry
location to prevent their deterioration or damage due to moisture, temperature
changes, contaminants, corrosion, and other causes If units become wet, do not
place until units are in an air-dried condition
1 Store cemeniitious materials off ground, under cover, and in a dry location
2 Store aggregates where grading and other required characteristics can be
maintained and contamination avoided
3 Store accessories including metal items to prevent corrosion and accumulation of
dirt and oil
1 9 Basis of Payment
A Refer to Section "Masonry Restoration and Cleaning."
PART 2 - PRODUCTS
2 1 Clay Masonry Materials
A Clay masonry materials shall be modular dimensioned Provide special shapes indicated
on the Drawings or required for complete installation
04212-2
1 Provide units with unit compressive strengths required to produce clay masonry
construction with compressive strengths matching existing units
B Face Brick
1 Classification ASTM C216, Grade SW, Type FIBS
2 Size 7-5/8" x 3-5/8" x 2-1/4" set in running bond with concave joints, except
where noted otherwise
3 Shapes Provide custom shapes and sizes as indicated or required
2 2 Accessories
A See Seclion "Masonry Restoration and Cleaning "
PART 3 - INSPECTION
3 1 Inspection
A Inspect area to receive the work and report immediately in writing to the Engineer/
Architect, as required in the General Conditions, any unacceptable conditions Do not
proceed with work until unsatisfactory conditions have been corrected in an acceptable
manner Commencement of work implies acceptance of related work
3 2 General
A Verify imtial absorption rate of brick is within acceptable limits If excessive, reduce
initial absorption rate of face brick which exceeds 0 025 ounce per square inch per
minute by thoroughly wetting bricks with clean water 24 hours before installing
B Protect sills, ledges, and offsets from mortar droppings, or other damage during
construction Remove misplaced mortar or grout immediately Protect face materials
from staining
C Protection of Masonry During erection, cover top of walls, projections, and sills
with waterproof sheeting at end of each day's work Cover partially completed
masonry when construction is not in progress
1 Extend cover not less than 24 inches down both sides and hold securely in place
D Stain Prevention Prevent grout, mortar, and soil from staining the face of masonry
to be left exposed or painted Remove immediately any grout, mortar, and soil that
comes in contact with such masonry
1 Protect base of walls from rain -splashed mud and mortar splatter by means of
coverings spread on ground and over wall surface
2 Protect sills, ledges, and projections from mortar droppings
04212-3
3 Protect surfaces of window and door frames as well as similar products with
painted and integral finishes from mortar droppings and splatter
3 31 Laying Masonry Walls
A Comply with referenced unit masonry standard and other requirements applicable to
each type of installation included in Project
B Install brick unit masonry in accordance with BIA recommendations
1 Install units plumb, true to line, and with level courses
2 Install face brick with full mortar joints at end, bed, and head joints
3 Make masonry courses uniform in height
4 Make vertical and horizontal joints of equal thickness
C Lay out walls in advance for accurate spacing of surface bond patterns with
uniform joint widths and for accurate locating of openings, movement type joints,
returns, and offsets Avoid use of less than half sized units at corners, jambs, and
where possible elsewhere
D At spandrel parge brick to cast -in -place concrete Butter back of brick prior to
placement Do not slush concrete into cavity
E Discard mortar not used within 2-1/2 hours after initial mixing Mortar which has
stiffened due to evaporation within 2-1/2 hour period may be retempered to restore
workability by remixing and addition of water
F Rake mortar joints back 3/4 inch at hollow metal frames, structural steel, joints to
receive sealants, and other areas as indicated
G At cavity wall construction strike joints facing cavity flush Keep cavity clean of
mortar droppings Place wood strip (with wire pulls attached) in cavity on top of
ties Remove and clean wood strips before moving to each succeeding row of ties
H Do not shift or tap masonry after mortar has been initial set Where adjustment
must be made, remove mortar and install fresh mortar
I Install face brick from exposed side
J Install brick that will be concealed in completed construction in full mortar bed and
cut joint flush with face of wall
K Keep face of brick clean and free of mortar droppings and smears
L Rock closures into place with head joints thrown against two adjacent bricks in
rKYliVAM
place Do not pound corners or lambs to fit stretcher units after setting in place
Where adjustment to corners or lambs must be made after mortar has started to
set, remove mortar and install fresh mortar
M Do not install cracked, broken, or chipped bricks
N Build chases and recesses as indicated or required by trades
O Install louvers, grilles, and other equipment furnished by others to be built into
masonry
P Do not enclose mechanical, electrical, or Work specified under other Sections until
such Work has been inspected and approved by proper code authorities having
jurisdiction and by Architect
Q Install loose lintels, anchors, bolts, dowels, angles, plates, and similar items
required for anchorage of other work
R Stopping i and Resuming Work Stop horizontal runs by racking back in each course,
toothing is not permitted When joining fresh masonry to set or partially set
masonry, remove loose units and remove mortar interfering with fresh mortar bed
3 4 Mortar Bedding and Jointing
A Install face brick in running bond unless otherwise indicated
B Maintain uniform 3/8 inch thick mortar joints
C At cavity walls, install brick with beveled bed joints as described in BIA Technical
Note No 13
D Mortar Joint Finishing
E Tool joints when mortar is thumb -print hard, using jointing tool of proper shape and
size
1 Tool exterior face of joints located below grade to a smooth, dense, concave
surface
2 Tool exposed joints to a smooth, dense, surface as indicated
3 Flush cut joints not indicated to be tooled
3 5 Cold Weather Masonry
A When the air temperature falls below 40 degrees F temperature or the temperature
of masonry units falls below 40 degrees F, institute cold weather practices as
0421 2-5
defined in ACI 530 1
B Protect masonry against freezing for at least 24 hours after laying
C Do not lay units that are wet or frozen
D Do not build upon frozen or ice -covered materials
E Remove masonry damaged by freezing conditions
3 6, Tolerances
A Comply with requirements of referenced unit masonry standard
3 7 Pointing and Cleaning
A Cut out defective mortar joints in exposed masonry and repoint these and other holes
in joints with mortar matching that used in installing masonry
B Thoroughly clean equipment used in mixing, transporting, and installing mortar, at end
of each working day
C Dry brush masonry surface after mortar has set at end of each day's work Dry brush
pointed masonry Clean exposed unglazed masonry with stiff brush and clear water If
cleaning by water does not produce satisfactory results, apply cleaning agent to a 20
square foot sample area as selected Do not proceed with cleaning until sample area is
acceptable Protect other materials from damage by cleaning operations Leave work
and surrounding surfaces clean and free of mortar spots, droppings, and broken
masonry
D At a time near completion of work, clean exposed masonry surfaces and mortar joints
1 Remove excess mortar, mortar stains, efflorescence, etc , to provide uniform
appearing job
2 Matenals and methods of cleaning As recommended by BIA and masonry
material manufacturer, and as specified herein
3 Protect Other Work Take special care to protect aluminum products to prevent
staining and damage
END OF SECTION
04212-6
SECTION 04500 - MASONRY RESTORATION AND CLEANING
PART 1 - GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include providing all labor, materials, equipment, and
supervision to rebuild and to clean, repair, and repoint the masonry walls as
indicated on the Drawings
1 3' Related Work
A The following Work is related to this Section
1 Submittals Section 01300
1 4 Quality Control
A All masonry work shall be performed by a mason experienced in the class of required
work Workmanship shall be of the highest quality
1 5 Submittals
A Submit for record Manufacturer's Spec Data Sheets and Health and Safety Data
Sheets for each product indicated including recommendations for their application
and use Include test reports and certifications substantiating that products comply
with local, state, and federal environmental and worker's safety laws and
regulations
B Submit for record written program of procedures to be used in complying with this
specification, including written description of cleaning methods, working pressures,
materials, and equipment proposed
C Submit for record disposal plan including location of acceptable disposal site, and
detailed description of methods to be employed to control pollution
1 6 Samples
A Submit upon request for review and approval, samples of masonry units, ties, or
anchors
04500-1
1 7 Transportation and Handling
A Store masonry units on wood skids or pallets Distribute weight of masonry units
evenly to prevent breakage or cracking Protect stored masonry units from weather
with waierproof, non -staining covers or enclosures, but allowing for circulation of
air
B Protect mortar materials and masonry accessories from weather, moisture and
contamination with earth and other foreign materials
1.1 Basis of Payment
A Repoint, Brick Replacement, and Lintel Replacement are to be lump sum or
unit price cost
B All other work to achieve Work Included and Related Work outlined in this
section is incidental Refer to Section 00300, Bid Form
PART 2 - MATERIALS
21' Masonry
A Reuse existing brick units, which have been removed from the walls due to
construction operations
B Whenever masonry units are not sufficient, either in supply or quality, Contractor shall
furnish new masonry units matching existing
2 2 Mortar and Grout
A Mortar for masonry units, ASTM C270, non -staining and non -air entrained
B Material shall match existing color of mortar and grout Color to be modified in
accordance with manufacturer's recommendation
2.3 Ties
A Acceptable materials are
1 At concrete back-up, Dur-O-Wall Repair Anchor #5005554 At CMU back-up,
Dur-O-Wall Repair Anchor #5005554
2 AA900 Retro Tie by AA Wire Products Company
3 or Approved Equivalent
04500-2
2 4 Cleaning Materials
A Cleaning compounds shall not contain acids, nor cause scratching of surface, or
staining
PART 3 - EXECUTION
3 1 Inspection
A Inspect area to receive the work and report immediately in writing to the Engineer, as
required in the General Conditions, any unacceptable conditions Do not proceed with
work until unsatisfactory conditions have been corrected in an acceptable manner
Commencement of work implies acceptance of related work
3 2 Preparation
A Protect persons, motor vehicles, surrounding surfaces of building whose masonry
surfaces are being restored, building site and surrounding buildings from injury
resulting from masonry restoration work
B Erect additional temporary protection as required over pedestrian walkways and at
points of entrance and exit for persons and vehicles which must remain in operation
during course of masonry restoration work Refer to Section 01 530 Barriers and
Enclosures
C Remove all loose and unsound mortar and loose masonry units from existing walls
3 3 Installation
A Handle masonry units in a manner to prevent chipping, breakage, soiling or other
damage Do not use pinch or wrecking bars without protecting edges of masonry
with wood or other rigid materials
B Install ties at 16 inches maximum on center each way
C Cut all masonry units to provide accurate fit and to lie within plane of existing
masonry Material shall be full uniform thickness Provide uniform distribution of
size and shape of masonry units to match existing surface
D All masonry shall be set in full bed of mortar If not thoroughly wet at a time of
setting, drench or sponge masonry Provide plastic setting buttons as required to
prevent extrusion of mortar Do not set additional courses until mortar in courses
below is set sufficiently to maintain alignment and prevent extrusion
04500-3
SECTION 00300
BID FORM
PROJECT 6064 Civic Center and Old Town Parking Garages 2007 Restoration and
Repairs
Place
Date
1. In compliance with your Invitation to Bid dated , 20 and
subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture,
or Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items
listed on the following Bid Schedule or Bid Schedules.
2 The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with
any other person or persons Bidding for the same Work, and that it is
made in pursuance of and sub3ect to all the terms and conditions of
the Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned
3 Accompanying this Bid is a certified or cashier's check or standard
Bid bond in the sum of
($ in accordance with the Invitation To Bid and
Instructions to Bidders
4. The undersigned Bidder agrees to execute the Agreement and a
Performance Bond and a Payment Bond for the amount of the total of
this Bid within fifteen (15) calendar days from the date when the
written notice of the award of the contract is delivered to him at the
address given on this Bid. The name and address of the corporate
surety with which the Bidder proposes to furnish the specified
performance and payment bonds is as follows
5 All the various phases of Work enumerated in the Contract Documents
with their individual Dobs and overhead, whether specifically
mentioned, included by implication or appurtenant thereto, are to be
performed by the CONTRACTOR under one of the items listed in the Bid
Schedule, irrespective of whether it is named in said list
6 Payment for Work performed will be in accordance with the Bid Schedule
or Bid Schedules subject to changes as provided in the Contract
Documents
7 The undersigned Bidder hereby acknowledges receipt of Addenda No
through
E The space between masonry and back-up shall be completely filled with mortar
F Rod the mortar and tap face of masonry to eliminate voids Tool joints to match
existing joints
3 4 Repointing Existing Masonry
A Joint Raking
1 Rake out mortar from joints to depths equal to their widths but not less than 1
inch nor less than that required to expose sound, unweathered mortar Rake out
the entire width of the joint
2 Remove mortar from masonry surfaces within raked -out joints to provide reveals
with square backs and to expose masonry for contact with pointing mortar
Brush, vacuum or flush joints to remove dirt and loose debris
B Joint Pointing
Rinse joint surfaces with water to remove any dust and mortar particles Time
application of rinsing so that, at time of pointing, excess water has evaporated or
run off, and joint surfaces are damp but free of standing water
2 Apply first layer of pointing mortar to areas where existing mortar was removed
to depths greater than surrounding areas Apply in layers not greater than 3/8
inch until a uniform depth is formed Compact each layer thoroughly and allow to
become thumbprint -hard before applying next layer
3 After joints have been filled to a uniform depth, place remaining pointing mortar in
3 layers with each of first and second layers filling approximately 2/5 of joint
depth and third layer the remaining 1/5 Fully compact each layer and allow to
become thumbprint hard before applying next layer
4 When mortar is thumbprint hard, tool joints to match original appearance of
joints, unless otherwise indicated Remove excess mortar from edge of joint by
brushing
5 Cure mortar by maintaining in a damp condition for not less than 72 hours
6 Where repointing work precedes cleaning of existing field stone walls allow
mortar to harden not less than 30 days before beginning cleaning work
3 5 Cold Weather Protection
A Remove any ice or snow formed on masonry bed by carefully applying heat until
04500-4
top surface is dry to touch
B Remove masonry units determined to be damaged by freezing conditions
C Perform the following construction procedures while work is progressing
When air temperature is from 40 deg F to 32 deg F , heat sand or mixing water
to produce mortar temperatures between 40 deg F and 120 deg F
2 When air temperature is from 32 deg F to 25 deg F , heat sand or water to
produce mortar temperatures between 40 deg F and 120 deg F , maintain
temperature of mortar on boards above freezing
3 When air temperature is from 25 deg F to 20 deg F , heat sand and mixing
water to produce mortar temperatures between 40 deg F and 120 deg F ,
maintain temperature of mortar on boards above freezing, use other heat sources
on both sides of walls under construction, use wind breaks when wind is in
excess of 15 mph
4 When air temperature is 20 deg F and below, heat sand and mixing water to
produce mortar temperatures between 40 deg F and 120 deg F , provide
enclosures and auxiliary heat to maintain air temperature above 32 deg F , do
not lay units which have a surface temperature of 20 deg F
D Protect partially completed masonry not being worked on and completed masonry
as follows
1 When mean daily air temperature is from 40 deg F to 32 deg F , protect
masonry work from rain or snow for at least 24 hours by covering with weather -
resistive membrane
2 When mean daily temperature is from 32 deg F to 25 deg F , completely cover
masonry work with weather -resistance membrane for at least 24 hours
3 When mean daily air temperature is from 25 deg F to 20 deg F , completely
cover masonry work with insulating blankets or similar protection for at least 24
hours When mean daily temperature is 20 deg F and below, maintain masonry
temperature above 32 deg F for 24 hours using enclosures and supplementary
heat, electric heating blankets, infrared lamps, or other acceptable methods
E, Do not use frozen materials or materials mixed or coated with ice or frost Do not
use salt to thaw ice in anchor holes or slots Do not lower the freezing point of
mortar by use of admixtures or antifreeze agents, and do not use calcium chloride in
mortar or grout
04500-5
3 6 Protection
A During all seasons, protect partially completed stonework against weather when
work is not in progress Cover top of walls with strong waterproof, non -staining
membrane extending at least 2 feet down both sides of walls and anchor securely
in place
3 7 Cleaning
A Clean all masonry of stains, mortar, dirt, etc Tools and cleaning material used shall
not cause scratching of surface or staining Cleaning compounds used shall not
damage plantings
B Exposed surface of wall and mortar shall be cleaned by waterblasting
C Prevent chemical cleaning solutions from coming into contact with pedestrians,
motor vehicles, landscaping, buildings and other surfaces which could be injured by
such contact
D Do not clean masonry during winds of sufficient force to spread cleaning solutions
to unprotected surfaces
E Dispose of run-off from cleaning operations by legal means and in a manner which
prevent soil erosion, undermining of paving foundations, damage to landscaping,
and water penetration into building interiors
END OF SECTION
04500-6
SECTION 07570 - TRAFFIC -BEARING MEMBRANES (DECK COATING)
PART 1 - GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include furnishing all labor, materials, equipment
and supervision to recoat the deck coating system, including surface preparation
and crack and joint detailing, in accordance with the Drawings and Specifications
B Deck, coating Installer shall be specifically responsible for providing all the
preparation work and the joint sealants specified in Section 07900, Joint Sealants
1 3 Related Work
A The following Work is related to this Section
1 Submittals
Section 01300
2 Concrete Repair
Section 03370
3 Joint Sealants
Section 07900
4 Pavement Markings
Section 09920
1 4 Quality Control
A General
1 The deck coating Installer shall be approved by the deck coating
Manufacturer
2 Installer ,hall have a minimum of five (5) years experience in application of
one of the approved deck coating systems and have experience for a project
in size of 10,000 SF or greater
3 Installer and Manufacturer shall review the slope of the slabs and the
condition of the surfaces prior to bidding
4 The Manufacturer shall make available a qualified Manufacturer's
Representative to assist the Installer and Engineer as specified herein The
Representative shall be experienced in the placement of deck coating
07570-1
systems As a minimum, the Representative shall be on site to review the
following procedures
a First area of surface preparation and membrane installation
b The installation of the deck coating from primer to top coat for the first
phase
5 A preconstruction/preapplication meeting shall be held to discuss detailing,
surface preparation, application techniques and procedures, phasing and
scheduling The foreman and lead laborer for the Installer will be required to
attend the meeting along with the Contractor, Manufacturer's Representative
and Engineer
B Testing Requirements
1 Installer shall check deck coating wet film thickness and record test results
by taking five wet film readings within a 1 SF area Wet film thickness
testing shall be completed a minimum of once per every 5,000 SF of
membrane placed or per individual section placed per day The average film
thickness shall be at or above the wet film thickness equivalent of the
specified dry film thickness
2 Manufacturer's Representative shall perform dry film thickness tests and
record test results for the base coat and total system For each 25,000 SF
area, three readings shall be taken in a single 100 SF area The average dry
film thickness shall be at or above the Manufacturer's calculated average dry
film thickness for the total system based on the specified dry film thickness
plus aggregate
3 Manufacturer and Installer in the presence of the Engineer shall perform
adhesive pull -off strength testing on the base membrane and the completed
system in accordance with ASTM D 4541 Standard Test Method for Pull -Off
Strength of Coatings Using Portable Adhesion Testers Testing is to be
performed every 50,000 SF For each 50,000 SF area, three tests shall be
taken in a single 100 SF area This testing can be performed in conjunction
with the dry film thickness testing All test results shall be greater than 100
psi
4 If thickness and pull -off strength testing do not meet the above
requirements, corrective action will be required and more frequent testing
will be required on the remainder of the project as directed by the Engineer
5 Test damage is to be repaired by Installer per Manufacturer's
recommendations
07570-2
1 5 Submittals
A Submit for record certification that the deck coating system is compatible with all
of the products in Divisions 3 and 7 to which it will come in contact
B Submit for review and approval a complete description of the deck coating system
proposed, including the materials, surface preparation, and cure times, including
repair materials for pitting, bug holes, popouts, and shallow scaling, and cure
times and including aggregates
C Submit for review and approval Manufacturer's Spec Data Sheets of each product
to be used
D Submit for record Material Safety Data Sheets of each product, solvent, or related
chemicals to be used and certification that the materials conform to local, state,
and federal environmental and worker's safety laws and regulations
E Submit for review and approval standard color chart
F Submit for record ASTM C 957 Standard Specification for High Solids Content,
Cold Liquid -Applied Elastomeric Waterproofing Membrane with Integral Wearing
Surface test results for thin deck coatings
G Submit sample Warranty prior to application
H Upon request, submit for review and approval qualifications of the Manufacturer's
Representative
Submit for record results of slab moisture testing completed in accordance with
ASTM D 4263 Standard Test Method for Indicating Moisture in Concrete by the
Plaslic Sheet Method
J Submit for record dry and wet film thickness test results and adhesive testing
results Include date, weather, and other pertinent information
K Submit for record Manufacturer's "Snow Removal Guideline" stating the
procedures the Owner is to follow during snow removal from the deck coated
slabs
L Upon request, submit for record written certification that the system Installer is
approved by the Manufacturer
M Upon request, submit for record qualification statement of the Installer stating
projects, size, location, owner and contact, engineer/architect and contact for
projects that the deck coating system has been applied
AW104IIc3
N Submit for record Manufacturer's written approval of surface preparation
O Submit for record Manufacturer's certification of project review and that deck
coating installation is in accordance with written recommendations
P Submit for record written certification that the recoat system is compatible with
the existing system
1 6 Samples
A Submit for review and approval, 12 inch square samples representative of color,
thickness, and surface texture Samples may also be requested for chemical
analysis
1 7 Environmental Requirements
A Manufacturer and Installer are required to confirm that all deck coating materials
used in accordance with this Section conform to local, state, and federal
environmental and workers' safety laws and regulations
VOC content of materials shall not exceed the limits per Environmental
Protection Agency Natural Volatile Organic Compound Emission Standards
for Architectural Coatings (40CFR59)
B The Installer is solely responsible for fume control and shall take all necessary
precautions against injury to personnel or adjacent building occupants during
application As a minimum, Installer shall take the following precautions
1 Provide and maintain barricades
2 Locate and protect building air intakes during application
3 Follow all state, federal, and local safety regulations
4. Follow all Manufacturer's safety requirements
5 Dispose empty containers immediately and properly
6 Use protective equipment
7 Ensure work area is well vented to the outside
1 8 Transportation and Handling
A Deliver all materials to site in original
information
1
Name of product
2
Name of Manufacturer
3
Date of Manufacturer
4
Lot or batch number
5
UL Labels
unopened containers, bearing the following
Pf&Wi01
B Store materials under cover, protected from the weather, within the
Manufacturer's recommended temperatures ranges
C Replace containers or materials showing any signs of damage with new material at
no additional cost to the Owner
D At no time shall the weight of stored material placed on a slab area exceed 30 PSF
or 2,000 Ibs over 20 square inches
1 9 Warranty
A Provide to the Owner a "Joint and Several" Warranty by the Installer and Manu-
facturer that the deck coating system will be free of defects, water penetration,
and chemical damage related to system design, workmanship or material
deficiency, consisting of, but not limited to
1 Surface crazing of other weathering deficiency (including ultraviolet light
exposure)
2 Abrasion or tear failure resulting from normal traffic use
3 Tear failure resulting fromnew or existing cracks in substrate not exceeding
1/16 inch in width
4 Debonding from the substrate or delaminating between layers
5 Defective installation
6 Debonding or damage of repair material used for filling in pitting, bug holes,
popouts, and shallow scaling with the concrete or deck coating material
B The Warranty shall be "Joint and Several" in which the Installer and Manufacturer
will jointly and severally warrant and provide at no charge to the Owner materials
and labor needed to properly repair or replace the product and replace parking
stripes within the duration of the Warranty In the event of either party's non-
performance, the full burden and responsibility for any Warranty repair shall fall
upon the remaining party
C Vandalism, abrasive maintenance equipment, and construction traffic are not
normal traffic use and are exempt from the Warranty
D Normal traffic is considered to include snow removal equipment with rubber tipped
blades as described in the National Parking Association publication, "Parking
Garage Maintenance Manual"
E Reccat systems are applied over existing systems Installer shall provide system
suitable for such application Warranty shall cover entire system including existing
system and recoat system
1 10 Warranty Duration
07570-5
A The bid price shall include a five (5) year Warranty commencing with the date of
project acceptance in accordance with Section 00700, General Conditions, and
Section 01700, Project Closeout and Warranties
B Although completed areas of the facility may be reopened to traffic and parking,
the commencement of the Warranty period will not occur prior to acceptance of
the entire project
C A single Warranty commencement date will apply to all waterproofing
D Warranty shall include a transfer clause that allows the warranty to be transferred
to a new Owner upon sale of the property within the Warranty period
1 11 Basis of Payment
A Deck coating preparation and application will be paid on a unit price basis Refer to
Section 00300, Bid Form
B Detail coats over cracks, construction joints, cove joints, etc , and crack and joint
sealing beneath the membrane are to be incidental to deck coating cost
PART 2 - PRODUCTS
2 1 Deck Coating - General
A The deck coating system shall be a fluid applied, waterproof, traffic bearing
elastomenc membrane capable of preventing penetration of the concrete by water,
gasoline, oils, greases, salts, deicer chemicals, battery acids and radiator coolants
B Color of deck coating shall be gray with the Owner selecting the shade of gray
from the standard color chart submittal
C The material to fill in the pitting, bug holes, popouts, and shallow scaling shall be
in accordance with the Manufacturer's written recommendations
D Same Manufacturer's deck coating system shall be used throughout
E The deck coating thicknesses specified herein are minimum dry film thicknesses
and do not include the aggregate The specified thicknesses may vary from
Manufacturer's literature A coat may have to be installed in more than one layer
to achieve the minimum thickness or on ramps a slope grade version of deck
coating material shall be used Install each coat in accordance with the
Manufacturer's recommended yield for the required thickness
F Thinner or solvent shall not be added to deck coating materials
07570-6
G All deck coating exposed to sunlight, including areas at perimeter of structure on
lower levels, shall utilize a UV stable topcoat
2 2 Recoat System (Solvent System)
A Provide a heavy duty recoat system as indicated on the Drawings
B Approved heavy duty solvent recoat systems are
1 Iso-Flex 750U-HL HVT, LymTal International, Inc , Orion, MI Grit coat at 25
mils and top coat at 12 mils
2 Scotch -Clad Deck Coating System HDV 100, 3M Company, St Paul, MN
Grit coat at 25 mils and top coat at 12 mils
3 Auto -Gard II Double Texture, Neogard Corporation, Dallas, TX 2 grit coats
at a total of 25 mils and top coat at 12 mils
4 Sonoshield Sonoguard Recoat System, Sonneborn Building Products, Division
of Chem Rex, Inc Shakopee, MN Grit coat at 25 mils and top coat at 12
mils
5 CCW5123-HD, Carlisle Coatings & Waterproofing, Wylie, TX Primer, 2 grit
coats at 25 mils, top coat at 12 mils
2 5 Deck Coating Aggregate
A The approved aggregates for medium and heavy duty deck coating systems are
1 #10 Granusil, Unimin, Ottawa, MN
2 16-30 Fracsand, Oglebay Norton Industrial Sands, Inc , Brady, TX
3 T16/30, Badger Mining Corporation, Berlin, WI
4 or Approved Equivalent
B The approved aggregates for the extra heavy duty deck coating systems are basalt
aggregate (traprock) as follows
1 3M Company, St Paul, MN
2 Emen-crete, Portsmouth, NH
3 Or Approved Equivalent
PART 3 - EXECUTION
31 General
A Inspect surfaces to receive the work and report immediately in writing to the Engi-
neer as required in the General Conditions any deficiencies in the surface which
render it unsuitable for proper execution of this work Do not proceed with work
07570-7
CONTRACT DOCUMENTS TABLE OF CONTENTS
Section Pages
BID INFORMATION
00020
Notice Inviting Bids
00020-1 - 00020-2
00100
Instruction to Bidders
00100-1 - 00100-9
00300
Bid Form
00300-1 - 00300-3
00400
Supplements to Bid Forms
00400-1
00410
Bid Bond
00410-1 - 00410-2
00420
Statements of Bidders Qualifications
00420-1 - 00420-3
00430
Schedule of Major Subcontractors
00430-1
CONTRACT DOCUMENTS
00500 Agreement Forms 00500-1
00510 Notice of Award 00510-0
00520 Agreement 00520-1 - 00520-6
00530 Notice to Proceed 00530-1
00600
Bonds and Certificates
00600-1
00610
Performance Bond
00610-1 - 00610-2
00615
Payment Bond
00615-1 - 00615-2
00630
Certificate of Insurance
00630-1
00635
Certificate of Substantial Completion
00635-1
00640
Certificate of Final Acceptance
00640-1
00650
Lien Waiver Release(Contractor)
00650-1 - 00650-2
00660
Consent of Surety
00660-1
00670
Application for Exemption Certificate
00670-1 - 00670-2
CONDITIONS OF THE CONTRACT
00700 General Conditions 00700-1 - 00700-34
Exhibit GC -A GC -Al - GC-A2
00800 Supplementary Conditions 00800-1 - 00800-2
00900
Addenda, Modifications, and Payment
00900-1
00950
Contract Change Order
00950-1
- 00950-2
00960
Application for Payment
00960-1
- 00960-4
SPECIFICATIONS
8. BID SCHEDULE (Base Bid)
WORK ITEM TABLE
UNIT BID
Description Re fr Units PRICE QTy PRICE
Civic Center Parking Garage
Lumo Sum Items
003001 1
Project Mobilization
L S
1
00300 11 1
Project General Requirements
L S
1
003001 1
Paint Steel
L S
1
003001 1
Paint Floor - Traffic Markings
L S
1
003001 1
Performance & Labor and Material Bond
L S
1
Summation of Lump Sum Contract Prices
Subtotal
Division 3 Repairs
lopping Repair 2/S3 1 S F 50
Concrete/Metal Deck Repair 1 1 /S3 1 SF 80
Division 4 Repairs
Repoint Masonry (Brick)
7/S3 1
L F
120
Brick Replacement Repair
7/S3 1
EA
40
Lintel Replacement Repair
8/S3 1
EA
1
Division 7 Repairs
Sealant Repair
12/S3 1
L F
360
Rout & Seal Cracks
13/S3 1
L F
200
Cove Sealant Repair
14/S3 1
L F
360
Vertical Sealant Repair
15/S3 1
L F
120
Coping Sealant Repair
15/S3 1
L F
150
Re -Coat Existing Deck Coating
3/S3 1
S F
1
1,200
Replace Expansion Joints
10/S3 1
L F
120
Summation of Unit Price Items,
Summation of Unit Prices Lump Sum Items, Cmc Center
Subtotal
Subtotal
until unsatisfactory conditions have been corrected in an acceptable manner in
accordance with Engineer
B Coordinate and verify that related work meets the following requirements
Concrete surfaces are finished, cleaned and prepped, and have completed
the required curing period
2 Previous surface treatments have been removed or are compatible with the
systems to be installed
3 Systems selected for use are compatible with each other
4 All concrete repairs are completed
5 Installer to repair damaged or defective sealants prior to deck coating
installation
3 2 Preparation
A Remove all oil, grease spots, and contaminates in accordance with the
Manufacturer's recommendations
B Remove all existing striping in the area of application
C Shotblast all concrete surfaces to receive deck coating Shotblast equipment
performance requirements are as follows
Equipment shall be capable of traveling at a constant speed to provide
uniform profile The speed and the size of the equipment and the size of the
steel shot shall be selected to provide desired preparation without causing
unnecessary damage to the concrete surface
2 Equipment shall vacuum up, or otherwise retain all dirt, dust, and debris from
the blasting operation
3 Equipment used during floor slab preparation cleaning shall not exceed the
weight limitation of 30 PSF
4 Areas inaccessible to shotblaster (i e vertical surfaces, against walls,
columns, stairways, etc ) are to be abrasive blasted or abraded to the same
performance
5 Remove debris immediately after the surface preparation Debris includes,
but is not limited to, shot, aggregate and dust Debris shall be placed in a
07570-8
covered dumpster or a covered area where it will not be rebroadcast by wind
or weather
D Metal surfaces that are to be deck coated shall be abrasive blasted to near white
metal, SSPC SP10 in accordance with Steel Structures Painting Council Painting
Manual Rust inhibitive primer shall be installed in accordance with Manufacturer's
recommendations within 8 hours of abrasive blasting
E Rout and seal cracks greater than 1 /32 inch (32 mils) in accordance with Section
07900, Joint Sealants or as required by the Manufacturer Cracks, coves,
terminations and all unusual situations shall be detailed per the Manufacturer's
recommendations
F The Installer shall be responsible for repair or replacement of all materials damaged
by surface preparation operations
G Acid shall not be used as a surface preparation method prior to installation of deck
coating
H Surfaces shall be air blown with sufficient pressure to remove excess dirt, dust
and debris, and to assure that concrete is clean prior to application of deck
coating
After shotblastmg and abrasive blasting and prior to the first coat of deck coating,
the pitting, bug holes, popouts, and shallow scaling shall be prepared in
accordance with Manufacturer's recommendations As a minimum, a thin epoxy
mortar shall be used to fill voids
J No vehicles which would track in road salts shall be allowed on the structure until
the deck coating is installed and cured
3 3 Additional Preparation Requirements — Recoat System
A Prepare existing coating system in accordance with Manufacturer's written recom-
mendations As a minimum
Remove existing coating that is debonded or damaged
2 Identify and repair all concrete damage prior to installation
3 Remove and replace failed crack and construction joint sealants prior to
installation
07570-9
4 Clean existing coating by power washing with Manufacturer's approved
detergent, using stiff brooms to clean surface, and removing grease with
Manufacturer's approved chemical cleaner
5 Shotblast the existing coating system
6 Remove any additional damaged or debonded existing coating after
shotblasting
7 Sensitize existing coating in accordance with Manufacturer's
recommendations
3 4 Installation/Application
A Do all work in strict accordance with Manufacturer's written instructions and
specifications and as indicated
B Do riot apply deck coating materials until the concrete has been air dried at
temperatures at or above 40 degrees F for at least 28 days after curing period
specified in Section 03370, Concrete Repair, or as otherwise approved by
Manufacturer
C Concrete shall be dry prior to application of deck coating Installer shall perform
slab moisture testing in accordance with ASTM D 4263 Standard Test Method for
Indicating Moisture in Concrete by the Plastic Sheet Method Testing must be
performed in at least 1 location for every 10,000SF of coating The use of heat
lamps for performing tests may be required in areas not exposed to sunlight
D Provide appropriate enclosures and necessary heating for application Air
temperatures directly below and above the slab being coated must be maintained
at a minimum of 50 degrees F up to 48 hours prior to coating and at 60 degrees F
for a minimum of 72 hours after coating, or as required for full curing of material
Provide high/low thermometers within work area As a minimum, provide two
thermometers directly below slab and two directly above slab being coated
E All deck coating shall maintain straight edges at terminations
F Surfaces to be deck coated shall be divided into areas in accordance with the
Manufacturer's recommended yield for the specified thickness and for the specific
container size of material The area is to be divided by keel marks, or another
Engineer approved method
G All sealants to be provided adequate cure time, minimum 8 hours, to be tack free
prior to deck coating All construction joints, control joints, joints at perimeter of
patches, cold joints and cracks (sealed and unsealed) shall receive a detail coat,
07570-10
minimum of 4 inches wide Detail coat shall be the same thickness as base coat
unless Manufacturer's requirements are more strict Detail coat shall cure a
minimum of 12 hours prior to base coating
H Extend deck coating up vertical surfaces as indicated on the Drawings
Incorporate aggregate until refusal Aggregate until refusal will result in a surface
that is tan in color Additional aggregate may have to be added after the first pass
J Complete all work under this Section before painting line stripes
K If larger containers than 10 gallon pails and/or pumps are used, the following items
shall be performed
1 Submit three weeks before start of construction, plans and calculations
indicating how system will be installed
2 No containers larger than 55 gallon drums
3 All containers numbered consecutively with numbering unique to each
container
4 Maximum of one pump and two power rollers/sprayers
5 Deck coating installed in one grid at a time Quantity of material to determine
one grid size shall be 27 5 gallons (112 maximum drum size)
6 Develop method of measuring the material in the container or drum as it is
being used, as approved by the Engineer
7 If work is phased and Manufacturer's yield is not met in accordance with this
specification, then the use of pumps will be immediately discontinued, and
the maximum application grid size will be readjusted to correspond to 10
gallon pails
8 If after the initial phase the Manufacturer's yield is consistently and
uniformly met, then one more pump and two more power rollers/sprayers
may be used with the Engineer's approval Each pump shall have its own
operator and be used for separate grids
3 5 Additional Installation Requirements — Recoat Systems
A Where base concrete is exposed provide primer and base coat
B Use primer over entire area as required by Manufacturer
C Apply recoat system over all areas as specified
07570-1 1
3 6 Damage and Repairs
A Any necessary repairs for deck coating resulting from dry film testing are to be
repaired by Installer
B Pinholing of the membrane will be cause for rejection Installer shall repair and take
the necessary steps to prevent pinholing to occur at no additional expense to the
Owner
3 7 Cleanup
A Remove all excess primer, sealant, deck coating, and masking materials from the
structure
END OF SECTION
07570-12
SECTION 07900 - JOINT SEALANTS
PART 1 -GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include furnishing all labor, materials, equipment, and
supervision to install joint sealants, including surface preparation, in accordance
with the Drawings and Specifications
B Work included by the joint sealant Installer shall include deck coatings specified in
Section 07570, Traffic -Bearing Membranes
1 3 Related Work
A The following Work is related to this Section
1
Submittals
Section 01300
2
Concrete Repair
Section 03370
3
Trafffic-Bearing Membranes
Section 07570
4
Expansion Joint Sealant Systems
Section 07910
5
Pavement Marking
Section 09920
1 4 Quality Control
A General
1 The joint sealant Installer shall be approved by the joint sealant
Manufacturer
2 The joint sealant Installer shall have a minimum of five (5) years experience
in application of one of the approved joint sealant systems and have
experience for a project in size of 5,000 LF or greater
3 The Manufacturer shall make available a qualified Representative to assist
the Installer and Engineer as specified herein The Representative shall be
experienced in the placement of the sealant material
B Testing Requirements
1 Installer to perform adhesion test in presence of Engineer at the rate of one
test per 1,000 lineal feet of joint Adhesion test to be performed a minimum
of 7 days after installation Procedure per Manufacturer's standard or as
follows
07900-1
a Make a knife cut from one side of the joint to the other
b Make two cuts approximately two inches long at the sides of the joint,
meeting the first cut at the top of the two-inch cuts
c Grasp the two-inch piece of joint sealant and try to pull the uncut
sealant out of the joint
d If adhesion is adequate, the joint sealant should tear cohesively in itself
or be very difficult to adhesively remove from the surface
e Joint sealant shall be replaced by applying more sealant in the same
manner it was originally installed
2 If test results are unsatisfactory, more frequent testing will be required until
satisfactory results are consistently obtained
3 Replace all joint sealant which proves defective per above test at no
additional cost to Owner
4 Flood test areas of sealant application by a constant application of water for
20 minutes Inclement weather of rain or snow may substitute flood test by
Engineers approval All defects detected shall be repaired to the satisfaction
of the Engineer
1 5 Submittals
A Submit with overall project schedule the sequence of placement of sealants within
the structure The sealant installation shall be coordinated to allow required
mimrnum concrete cure times
B Submit for record certification that the joint sealant system is compatible with all
of the products in Divisions 3, 7, and 9 to which it will come in contact
C Submit for review and approval Manufacturer's Spec Data Sheets of each product
to be used
D Submit for record Material Safety Data Sheets of each product, solvent, or related
chemiicals to be used and certification that the materials conform to local, state
and federal environmental and worker's safety laws and regulations
E Upon request submit for review and approval qualifications of Manufacturer's
representative
F Upon request, submit for record qualification statement of the installer stating
projects, size and location
G Submit for review and approval a complete description of the joint sealant system
including primer, sealant material, and backer rods or bond breakers Also indicate
07900-2
placement and installation procedures along with material working requirements,
shelf life and performance data
H Submit sample Warranty prior to commencing sealant work
1 6 Samples
A Submit for review and approval, samples of joint sealants Samples may also be
requested for chemical analysis
1 7 Environmental Requirements
A Manufacturer and Installer are required to confirm that all materials used in
accordance with this Section conform to local, state, and federal environmental
and workers' safety laws and regulations
1 VOC content of materials shall not exceed the limits per Environmental
Protection Agency National Volatile Organic Compound Emission Standards
for Architectural Coatings (40CFR59)
1 8 Transportation and Handling
A Deliver all materials to site in original, unopened containers, bearing the following
information
1 Name of product
2 Name of Manufacturer
3 Date of manufacture
4 Lot or batch number
5 UL labels
B Store materials under cover and protected from the weather, within the
Manufacturer's recommended temperature ranges
C Replace packages or materials showing any signs of damage with new material at
no additional cost to the Owner
D At not time shall the weight of the stored material placed on a slab area exceed 30
PSF or 2,000 Ibs over 20 square inches
1 9 Warranty
A Provide to the Owner a "Joint and Several" Warranty by the Installer and Manu-
facturer that the joint sealant system will be free of defects, water penetration,
and chemical damage related to design, workmanship, or material deficiency,
consisting of, but not limited to
1 Surface crazing or other weathering deficiency
07900-3
2 Abrasion or tear failure resulting from normal traffic use
3 Tear failure resulting from anticipated movement
4 Debonding from the substrate or delaminating between layers
5 Defective installation
B The Warranty shall be "Joint and Several" in which the Installer and Manufacturer
will jointly and severally warrant and provide at no charge to the Owner materials
and labor needed to properly repair or replace the product and replace parking
stripes within the duration of the Warranty In the event of either party's non-
performance, the full burden and responsibility for any Warranty repair shall fall
upon the remaining party
C Vandalism, abrasive maintenance equipment, and construction traffic are not
normal traffic use and are exempt from the Warranty
D Normal traffic is considered to include snow removal equipment with rubber tipped
blades as described in the National Parking Association publication, Parking Garage
Maintenance Manual
1 10 Warranty Duration
A The bid price shall include a five (5) year Warranty commencing with the date of
project acceptance in accordance with Section 00700, General Conditions and
Section 01700, Project Closeout and Warranties
B Although completed areas of the facility may be opened to traffic and parking, the
commencement of the Warranty period will not occur prior to acceptance of the
entire; project
C A single Warranty commencement date will apply to all waterproofing
D Warranty shall include a transfer clause that allows the Warranty to be transferred
to a new Owner upon sale of the property within the Warranty period
1 11 Basis of Payment
A Cove sealants and construction joint sealants are to be included in lump sum or
unit price cost of traffic bearing membrane All other sealants, including routing
and sealing of random cracks will be paid on a unit price basis Refer to Section
00300. Bid Form
B Joint widening or other necessary modifications and preparation shall be incidental
to system cost
PART 2 - PRODUCTS
07900-4
2 1 Joint Sealant System - Polyurethane
A Horizontal Joint Sealant (except cove joints)
1 Traffic -bearing, multi -component, self -leveling or non -sag unmodified poly-
urethane sealant, gray in color unless otherwise noted, containing no coal
tar, asphalt, or other adulterants and conforming to ASTM C 920, Standard
Specification for Elastomeric Joint Sealants, Type M, Grade P or NS, Class
25, use T and Federal Specification TT-S-00227, Type I or II, Class A
2 On slopes greater than 2%, slope grade versions of specified self -leveling
sealants or non -sag sealants, as specified for vertical and cove joint sealants,
are to be used per Manufacturer's recommendations
3 Approved Horizontal Joint Sealants are
a ]so -Flex 880GB or 881, LymTal International, Inc , Orion, MI
b Urexpan NR-200 or Dynatred, Pecora Corp , Harleysville, PA
c Sikaflex - 2c NS/SL, Sika Corp , Lyndhurst, NJ
d Sonolastic SL2, Sonneborn Building Products, Div of Chem Rex Inc ,
Shakopee, MN
e THC 900 or THC 901, Tremco Inc , Cleveland, OH
f Vulkem 245, Tremco Inc , Cleveland, OH
B Vertical and Cove Joint Sealants
1 Multi -component, non -sag unmodified polyurethane sealant, gray in color
unless otherwise noted, containing no coal tar, asphalt, or other adulterants
and conforming to ASTM C 920, Type M, Grade NS, Class 25, use NT and
Federal Specification TT-S-00227E , Type II, Class A
2 Approved Vertical and Cove Joint Sealants are
a ISO -FLEX 881, LymTal International, Inc , Orion, MI
b Dynatrol II, Pecora Corp , Harleysville, PA
c Sikaflex - 2c NS, Sika Corp , Lyndhurst, NJ
d Sonolastic NP2, Sonneborn Building Products, Division of Chem Rex
Inc , Shakopee, MN
e Dymeric 240 or Dymeric 511, Tremco Inc , Cleveland, OH
f Vulkem 922, Tremco, Inc , Cleveland, OH
2 2 Backer Rod
A Backer rod diameter shall be as recommended by Manufacturer for joint sizes
indicated on Drawings
07900-5
Old Town Parking Garage
Lumn Sum Items
00300 1 1
Project Mobilization
L S
I
00300b1 1
Project General Requirements
L S
1
00300 1 1
Performance & Labor and Material Bond
L S
I
Summation of Lump Sum Contract Prices
Division 3
Subtotal
ITopping Repair I 2/S3 1 I S F I I 300 I
Division 7 Repairs
Sealant Repair
3/S3 1
L F
525
Rout & Seal Cracks
4/S3 1
L F
450
Seal Vertical Joint
5/S3 I
L F
100
Summation of Unit Price Items, Subtotal
Summation of Unit Prices Lump Sum Items, Old Town Subtotal I�
Protect Summary
Summation of Unit Prices Lump Sum Items, Old Town
Summation of Unit Prices Lump Sum Items, Civic Center
Total Cost in Words:
COMPANY NAME
Subtotal
Subtotal
PROJECTTOTAL
SIGNATURE TITLE
PRINTED NAME
DATE
Dollars
7/96 Section 00300 Page 4
B Backer rod shall be extruded round, closed cell or bi-cellular, low -density
polyethylene or polyolefin foam material with a skin -like outer texture
C Approved closed cell backer rods are
1 Mile High Foam Backer Rod, Backer Rod Manufacturing, Inc , Denver, CO
2 ITP Standard Backer Rod Insulation, Industrial Thermo Polymers Limited,
Buffalo, NY
3 HBR, Nomaco, Inc , Zebulon, NC
4 Sonolastic Closed -Cell Backer -Rod, Sonneborn Building Products, Div of
Chem Rex, Inc , Shakopee, MN
D Approved bi-cellular backer rods are
1 ITP Soft -Type Backer Rod, Industrial Thermo Polymers Limited, Buffalo, NY
2 SOF Rod, Nomaco, Inc , Zebulon, NC
3 Sonolastic Soft Backer -Rod, Sonneborn Building Products, Division of
ChemRex, Inc , Shakopee, MN
PART 3 - EXECUTION
3 1 Inspection
A Inspect surfaces to receive the work and report immediately in writing to the
Engineer as required in the General Conditions any deficiencies in the surface
which render it unsuitable for proper execution of this work Do not proceed with
work until unsatisfactory conditions have been corrected in an acceptable manner
Commencement of work implies acceptance of related work
3 2 General
A Coordinate and verify that related work meets the following requirements
1 Concrete surfaces are finished, cleaned and prepped, as specified by the
Manufacturer for the system to be installed
2 Curing compounds used on concrete surfaces are compatible with the work
to be installed
3 Systems selected for use are compatible with each other
B Installer shall take necessary precautions against injury to personnel or adjacent
building occupants during installation of joint sealants Installer personnel shall use
protective equipment and area shall be well vented to the outside
3 3 Preparation
A Grind joint edges smooth and straight prior to installation,
B All surfaces that are to receive joint sealant shall be dry and thoroughly cleaned by
mechanical means of all loose particles, existing joint sealant, lattance, dirt, dust,
oil, grease or other foreign matter Mechanical methods, such as grinding or
sandblasting, shall be used to clean joint surfaces to sound, virgin concrete
C Check preparation of substrate to ensure adhesion of joint sealant
D Correct unsatisfactory conditions in a manner acceptable to the Manufacturer and
Engineer before installation of joint sealant system
E Rout cracks with a grinding tool to produce the profile indicated on the drawings
The crack must be centered in the routed notch
3 4 Installation/Application
A Do all work in strict accordance with Manufacturer's written instructions and
specifications and as indicated on the Drawings
B Do not apply joint sealant system until the concrete has been air dried at tempera-
tures at or above 40 degrees F for at least 28 days after the curing period
specified in Section 03300, Cast -In -Place Concrete, Section 03370, Concrete
Repair, or as otherwise approved by Manufacturer
C Install bond breaker or backer rod according to Drawings
D Prime all joints
E Completely fill the joint without sagging or smearing onto adjacent surfaces
F In areas not receiving deck coating, fill horizontal joints until slightly recessed to
avoid direct contact with wheel traffic
G Cease installation of sealants under adverse weather conditions, or when tempera-
tures are below 40 degrees F or below or above Manufacturer's recommended
limitations
H Protect joint sealant as required until sealant is fully cured
3.5 Cleanup
A Remove all excess primer, sealant, and masking materials from the structure
07900-7
END OF SECTION
SECTION 07910 - EXPANSION JOINT SEALANT SYSTEMS
PART 1 - GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include furnishing all labor, materials, equipment, and
supervision to install expansion joint systems in accordance with the Drawings and
Specifications
1.3 Related Work
A The following Work is related to this Section
1 Submittals
Section 01300
2 Concrete Repair
Section 03370
3 Traffic Bearing Membrane
Section 07570
4 Joint Sealants
Section 07900
1 4 Quality Control
A General
1 The expansion joint system Installer shall be approved by the expansion joint
Manufacturer The Installer shall be a licensed Installer, factory trained and
certified in the proper installation of the specified expansion joint system
2 Installer shall have a minimum of five (5) years experience in the application of
one of the approved expansion joint systems and have experience for a project in
size of 600 LF or greater
3 The Manufacturer shall make available a qualified Manufacturer's Representative
to assist the Installer and Engineer as specified herein The Representative shall
be experienced in the installation of their system As a minimum, the
Representative shall be on site to review the following
a Preparation and expansion joint installation
B The Installer and Manufacturer shall review the size and quality of the expansion joint
blockouts during concrete construction The Contractor shall be promptly notified of
any noted deficiencies and shall correct prior to expansion joint installation
07910-1
C A preconstruction/preinstallation meeting shall be held to discuss blockout detailing,
gap widths, application techniques and procedures, phasing, and scheduling The
foreman and lead laborer for the Installer will be required to attend the meeting along
with the Contractor, Concrete Subcontractor, Manufacturer's Representative and
Engineer This meeting shall be held prior to any concrete placement at expansion joint
blockouts
1 5 Submittals
A Submit for record certification that the expansion joint system is compatible with all of
the products in Divisions 3 and 7 to which it will come in contact
B Submit for review and approval Manufacturer's Spec Data Sheets of each product to
be used
C Submit for record Material Safety Data Sheets of each product, solvent, or related
chemicals to be used, and certification that the materials conform to local, state, and
federal environmental and worker's safety laws and regulations
D Upon request, submit for review and approval qualifications of the Manufacturer's
Representative
E Submit for record complete description of the expansion joint sealant system along
with pertinent test and design data
F Submit for review and approval shop drawings of the joint system general layout,
required dimensions (including blockout) and tolerances for installation and details
indicating end conditions and procedures around columns, up curbs, and any other
unusual situations
G Submit for record temperature vs joint width installation chart for each system
specified
H Submit for record Manufacturer's written certification of expansion joint trial area
acceptance
I Submit a preventive maintenance guideline for parking structure expansion joints
J Submit for record "Snow Removal Guidelines" stating the procedures the Owner is to
follow during snow removal over the expansion joint
K Submit sample Warranty prior to installation
1 6 Samples
A Submit for review and approval samples of expansion joint systems and color options if
any
07910-2
1 7 Environmental Requirements
A Manufacturer and Installer are required to confirm that all materials used in accordance
with this Section conform to local, state, and federal environmental and workers'
safety laws and regulations
1 8 Transportation and Handling
A Deliver all materials to site in original, unopened containers, bearing the following
information
B Name of product
1
Name of Manufacturer
2
Date of manufacture
3
Lot or batch number
4
UL labels
C Store materials under cover and protected from the weather, within the Manufacturer's
recommended temperature ranges, as a minimum above 40 degrees F
D Replace packages or materials indicating any signs of damage with new material at no
additional cost to the Owner
E At no time shall the weight of the stored material placed on a slab area exceed 30 psf
or 2,000 Ibs over 20 square inches
1 9 Warranty
A Provide to the Owner a "Joint and Several" Warranty from the Installer and
Manufacturer that the expansion joint system will be free of leaks and defects related
to design, workmanship, or material deficiency for the duration of the Warranty
B The Warranty shall be "Joint and Several" in which the Installer and Manufacturer will
jointly and severally warrant and provide at no charge to the Owner materials and labor
needed to properly repair or replace the product within the duration of the Warranty In
the event of either party's non-performance, the full burden and responsibility for any
Warranty repair shall fall upon the remaining party
C Repair concrete for expansion joint blockouts are also to be warranted for the duration
of the expansion joint Warranty (Restoration)
D Vandalism, abrasive maintenance equipment, and construction traffic are not normal
traffic use and are exempt from the Warranty
07910-3
E Normal traffic is considered to include snow removal equipment with rubber -tipped
blades as described in the National Parking Association publication, "Parking Garage
Maintenance Manual "
1 10 Warranty Duration
A The bid price shall include a five (5) year Warranty commencing with the date of
project acceptance in accordance with Section 00700, General Conditions, and Section
01700, Project Closeout and Warranties
B Although completed areas of the facility may be opened to traffic and parking, the
commencement of the Warranty period will not occur prior to acceptance of the entire
project
C A single Warranty commencement date will apply to all waterproofing
D Warranty shall include a transfer clause that allows the Warranty to be transferred to a
new Owner upon sale of the property within the Warranty period
1 11 Basis of Payment
A Expansion joint preparation and installation will be paid on a unit price basis Refer to
Section 00300, Bid Form
B Joint widening, filler material or other necessary modifications to joint cavity and joint
material shall be incidental to system cost
PART 2 - PRODUCTS
2 1 Expansion Joints — General
A All expansion joint systems and glands shall comply with the Americans with
Disabilities Act guidelines to accept pedestrian traffic
B For each type of expansion joint, the same Manufacturer's system shall be used
throughout
C Design of expansion joint system shall be for a maximum ambient temperature range of
20OF to + 120OF
2 2 Expansion Joint System for Pedestrian Traffic - Neoprene
A The Expansion Joint System shall be capable of bearing pedestrian traffic while
maintaining a watertight seal The expansion joint seal shall be capable of the cyclic
movement expected at the joint without overstress in the gland or nosing material
07910-4
2 3 Approved Neoprene Multicell Glands with Adhesive Expansion Joint Systems for
Pedestrian Traffic are -
A JC Series Expansion Joint Sealing System (Model JC), Conspec Systems, Inc , Muncy,
PA
B Iso-Flex Pressure Lok Joint System with Profile Type Q Gland, LymTal International
Inc , Orion, MI
C Jeene Expansion Joint System with Profile Type FW Gland (Model FW), Watson
Bowman Acme Corp , Amherst, NY
PART 3 - EXECUTION
31 General
A Inspect surfaces to receive the work and report immediately in writing to the Engineer
as required in the General Conditions any deficiencies in the surface which render it
unsuitable for proper execution of this work Do not proceed with work until
unsatisfactory conditions have been corrected in an acceptable manner Commence-
ment of work implies acceptance of related work
B Verify the following requirements
1 Concrete surfaces are finished, cleaned, and prepared, as specified by the
Manufacturer
2 Curing compounds used are compatible or have been removed
3 Concrete surfaces have completed the proper curing period
4 Systems are compatible with each other
C Installer shall take necessary precautions to protect building occupants during installa-
tion
D, Installer personnel shall use protective equipment and area shall be well vented to the
outside
3 2 Preparation
A The Contractor shall provide a properly formed, solid, straight, parallel concrete
blockout per the Manufacturer's requirements and as indicated on the Drawings
B Grind joint edges smooth and straight prior to installation
C Abrasive blast expansion joint blockout to receive bonded nosing material Remove all
contaminates, including laitance Expose fine aggregate, however, do not expose
coarse aggregate
07910-5
D All surfaces shall be dry and thoroughly cleaned of all loose particles, laitance, dirt,
dust, oil, grease, or other foreign matter
E New expansion joint blockouts requiring widening or other necessary modifications
shall be incidental to system cost
F Actual field conditions of existing expansion joint blockouts may be deeper and wider
than the proposed new expansion joint system as detailed on the Drawings Blockout
size may not be reduced by patching, shimming, etc When existing blockout is larger
additional nosing material shall be used When blockout size is smaller it shall be made
larger by sawcutting
3 3 Installation
A Do all work in strict accordance with Manufacturer's written instructions and
specifications and as indicated on the Drawings
B Do not install expansion joint systems until the concrete has been air dried at
temperatures at or above 45 degrees F for at least 28 days after the curing period
specified in Section 03370, Concrete Repair, or as otherwise acceptable by
Manufacturer Blockouts requiring the use of patching compounds must be cured for
seventy-two hours prior to installation
C Cease installation of expansion joints under adverse weather conditions, or when
temperatures are below or above Manufacturer's recommended limitations for
installation
D Mask adjacent concrete and gland surfaces to provide neat, workmanlike appearance
E The membrane seal or gland shall be unpacked and laid in a relaxed position to relieve
any temporary coiling from shipment prior to installation
F Ambient temperatures shall not be lower than 40 degrees F during installation
G All terminations of joints shall have a minimum upturn of six inches
3 4 Additional Installation Requirements — Neoprene Systems
A Remove all foreign materials completely from the gap Clean edges of gap with disc
grinding or sand blasting and vacuum or air blow gap faces clean
B Remove and repair any unsound concrete on the joint gap edges per Manufacturer's
recommendations
C Install joint system in strict accordance with Manufacturer's instructions
07910-6
3 5 Cleanup
A Remove all excess primer, nosing material, and masking materials, and dispose of in a
proper manner
END OF SECTION
07910-7
9 PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc , to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (250) of the total Agreement Price
RESPECTFULLY SUBMITTED:
CONTRACTOR
Signature Date
Title
License Number (If Applicable)
(Seal - if Bid is by corporation)
Attest
Address
Telephone
Email
7/96 Section 00300 Page 5
SECTION 09900 - PAINTING
PART 1 - GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section shall include furnishing all permits, labor, materials,
equipment, and services to prepare and paint and/or stain as indicated (but not
limited to) on the Architectural Room Finish Schedule Refer also to Structural
Drawings
1 Lintel steel, refer to "Steel Coating System"
2 Steel Bridge metal components, refer to "Steel Paint System"
1 3 Related Work
A The following Work is related to this Section
1 Submittals Section 01300
1 4 Reference Standards
A Comply with the requirements of the current edition of the specifications or standard
listed, except where more stringent requirements are indicated on the Drawings or
specified herein
1 Steel Structures Painting Council (SSPC), Volume I, Good Painting Practices and
Volume II, Systems and Specifications
2 Local, state, or federal laws and regulations governing Volatile Organic Com-
pounds (VOC) in paint or paint products
3 Standards of the American Society for Testing and Materials (ASTM), as cited
herein
1 5 Quality Control
A Samples for testing shall be supplied not less than 30 days before work on the lob
is started Samples of all coatings to be used under these specifications shall have
received approval from the Engineer Failure of the Contractor to obtain prior
approval shall not reflect upon any proposed product, nor shall such failure be used
in order to obtain an extension of time for completion of the work
09 900-1
B Provide coating systems produced by the same Manufacturer
C Membrane wet film thickness shaHbe checked by making a test consisting of five
wet film readings within a one square foot area The average film thickness shall be
within 10 percent minus or 30 percent plus of the Manufacturer's recommended
average wet film thickness No individual reading shall be more than 50 percent
plus or minus of the manufacturer's recommended wet film thickness The number
of wet film thickness tests for each coat shall be as follows
Steel Two tests for every 500 sf
1 6 If thickness check fails the above requirements, more frequent testing will be required as
directed by the Engineer
A All coating systems applied on miscellaneous metals shall, after drying, be
measured by a magnetic thickness gauge, such as the Elcometer, or as approved by
the Engineer The thickness of the prime, intermediate and finish coatings shall be
not less than specified A minimum of two checks shall be made on each item
B All coating systems to be applied over an existing paint system shall be tested for
adhesion using a cross hatch adhesion test in accordance with ASTM D3359,
Method B, not less than a 4B rating or Elcometer adhesion testing in accordance
with ASTM D4541 not less than 1000 psi pull, average of three tests
1 7 Submittals
A Submit for review and approval Manufacturer's "Spec Data Sheets for paint
systems, including primer, intermediate, and final coats
B Submit for record "Material Safety Data Sheets" for all materials used
C Submit for record complete preparation and painting procedure to be followed As a
minimum, the following items must be included
1 Surface preparation
2 Paint mixing and application
3 Inspection criteria
4 Paint characteristics
5 Dust and fume control
6 Storage and handling
7 Repair to paint system
8 Paint curing
9 Compatibility of all components
09900-2
D Submit for record certification of compliance with local and federal guidelines
governing paint application
E Submit for record verification that proper permits have been obtained for
contemplated work
F Submit for record test results of actual measured wet and dry film thicknesses and
certification that the preparation and application of surfaces is in compliance with
this specification and the Manufacturer's specification Indicate location, date,
weather and other pertinent information
G Submit for record results of adhesion tests
H Submit for review and approval Manufacturer's standard color chart
1 8 Samples
A Submit sample color chips for each topcoat color Samples are to measure 12" x
12", are to be on hardboard, and to have a texture to simulate actual conditions
1.9 Environmental Requirements
A Manufacturer and Contractor are required to confirm that all materials used in
accordance with this Section conform to local, state, and federal environmental and
workers' safety laws and regulations
B It shall be the sole responsibility of the Contractor to provide any and all necessary
containment to protect on site and adjoining property from damage during cleaning
and coating operations,
C It shall also be the sole responsibility of the Contractor to meet all regulations
regarding air quality emission standards, OSHA, NFPA, EPA and other governing
law set by local, state and federal agencies To include the debris from paint
removal, and the new paint products
1 10 Transportation and Handling
A Deliver all materials to site in original, unopened containers designated by the
Contractor
B Store materials under cover and protected from the weather Replace packages of
materials showing any signs of damage with new material at no additional cost to
Owner
C Mix and prepare coatings only in areas designated by the Contractor for that purpose
09900-3
D Provide clean cans and buckets required for mixing coatings and for receiving rags and
other waste materials associated with painting Clean buckets regularly At the close of
each day's work remove used rags and other waste materials associated with painting
E Take precautions to prevent fire in or around coatings materials Provide and maintain
hand fire extinguisher near storage and mixing area
1 11 Basis of Payment
A Pay unit cost for painting is
1 Lintel steel, refer to "Steel Coating System," is incidental to work item "Replace
Lintel "
2 Steel Bridge metal components, refer to "Steel Paint System" is lump sum The
lump sum price shall include all costs associated with painting, including but not
limited to preparation, disposal, etc Refer to Section 00300, "Bid Forms"
PART 2 - MATERIALS
2 1 Steel Coating System
A Provide paint system consisting of zinc prime coat, epoxy intermediate coat 3-5 mils
dry film thickness and urethane finish coat 2-3 mils dry film thickness all in accordance
with Manufacturer's recommendations
B Prime coat, intermediate coat, and finish coat shall be from same Manufacturer
Color of each paint coat shall be different
C All surfaces to be coated must be abrasive cleaned in accordance with SSPC-SP6,
Commercial Blast Cleaning -blast cleaning until at least two-thirds of each square inch is
free of all visible residues
D Provide zinc prime coat 2-3 5 mils dry film thickness in accordance with
Manufacturer's recommendations
E Acceptable primers are
1 Carbo Zinc II, Carbohne Company
2 Dimetcote 9, Ameron Company
3 97-673, 97-674-Metalhide 1001 Inorganic Zinc Rich, PPG Industries, Inc
4 51 3F1 08 Moisture Cure Urethane Zinc Rich, The Valspar Corp
5 Or approved equivalent
F Approved epoxy intermediate and urethane finish coat systems are
1 Carbolme 893, Carboline 134 HS, Carboline Company
2 Amercoat 385, Ameron Amershield, Ameron Protective Coatings Group
3 97-130, 97-139-HiBuild Semi -Gloss Epoxy, 97-800 Series, Pitthane Acrylic
Urethane, PPG Industries, Inc
4 V89 Series Val Chem Hi -Build Epoxy, V40 Series Urethane Enamel, The Valspar
Corp
5 Or Approved Equivalent
G Mask surfaces to be field welded and at bolt holes in faying surfaces of friction
connections Field welds shall be painted after cleaning
H Field Touch Up As soon as possible after being bolted up, all welds, abrasions, bolts,
washers, nuts, etc shall be painted with same material as used for shop coat No
painting shall be done in freezing weather
I Handle steel so as not to damage primer or paint system
2 2 Steel Paint System
A Provide paint system consisting of zinc prime coat, epoxy intermediate coat, and
urethane finish coat
B Prime coat, intermediate coat, and finish coat shall be from same Manufacturer
Color of each paint coat shall be different
C Approved paint systems are as follows
D Tnemec Paint System by Tnemec, Kansas City, MO
a Prime Coat "Tnemec 90-97 Tnemec-Zinc " One coat to a dry mil thickness of
3to4mils
b Intermediate Coat "Series 66 HI -BUILD Epoxoline " One coat to a dry mil
thickness of 4 to 6 mils
c Finish Coat "Series 70 ENDURA-SHIELD " One coat at a dry mil thickness of
1 5 to 2 mils
E Carboline Paint System
1 Prime Coat "Carbo Zinc II " One coat to a minimum dry mil thickness of 2-3 5
mils
2 Intermediate Coat "Carboline 893 " One coat to a minimum dry mil thickness of
3-5 mils
3 Finish Coat "Carboline 134HS " One coat to a minimum dry mil thickness of 3-5
mils
09900-5
F Ameron Paint System
1 Primer Coat "Dimetcote 9 " One coat to a minimum dry mil thickness of 2-3 5
mils
2 Intermediate Coat "Amercoat 385 " One coat to a minimum dry mil thickness of
3-5 mils
3 Finish Coat "Ameron Amershield " One coat to a minimum dry mil thickness of
3-5 mils
G PPG Paint System
1 Prime Coat "97-100 Series -Pitt -Guard DTR Primer " One coat to a minimum dry
mil thickness of 2-3 5 mils
2 Intermediate Coat "97-130, 97-139-Hi-Build Epoxy " One coat to a minimum dry
mil thickness of 3-5 mils
3 Finish Coat "97-800 Series - Pitthane Acrylic Urethane " One coat to a
minimum dry mil thickness of 3 - 5 mils
H Valspar Paint System
1 Prime Coat "513F108 Moisture Cure Urethane Zinc Rich " One coat to a
minimum dry mil thickness of 2-3 5 mils
2 Intermediate Coat* "V89 Series Val Chem Hi Build Epoxy " One coat to a
minimum dry mil thickness of 3-5 mils
3 Finish Coat "V40 Series Urethane Enamel " One coat to a minimum dry mil
thickness of 3-5 mils
I Or Approved Equivalent
PART 3 - EXECUTION
31 General
A Inspect surfaces to which paint will be applied and report immediately in writing to the
Engineer as required in the General Conditions any conditions detrimental to the proper
execution of this work
B Do not proceed until unsatisfactory conditions are acceptably remedied Commence-
ment of work implies acceptance of related work
C No coating system shall be applied without the approval of the Engineer as to the
proposed method of the surface preparation
D Before commencing work, make certain that the surface is in proper condition to
receive coating system, that surfaces are clean, dry, smooth, and at proper
temperature as recommended by Manufacturer
88 .
E Provide adequate ventilation to remove fumes to a safe location and to confine and
control fumes so that life or property is not endangered
F Protect all adjacent surfaces, vehicles and equipment from overspray
3 2 Preparation
A Mask all boundaries to provide straight edges
B Do not intermix materials of different character or different Manufacturer
C Do not thin material except as recommended by Manufacturer
D Preparation of metal surfaces
1 Steel as indicated on the Drawings shall be abrasive blast cleaned in accordance
with Steel Structures Painting Council surface preparation specification SSPC
SP6, Commercial Blast Clean, except that preparation for 3 coat paint system
shall be cleaned to SSPG SP10 - White Metal Provide a blast profile as
recommended by the paint manufacturer The Contractor shall measure the blast
profile using Testex Replica Tape
2 After blasting and before painting, the surface shall be brushed with clean
brushes made of fiber or bristle, or cleaned by vacuum, removing all traces of
blast products from the surface as well as corners and pockets
3 The blast cleaning operations shall be done in such a manner that no damage is
done to partially or entirely completed portions of the work
4 Dry blast cleaning operations shall not be conducted on surfaces that will be wet
after blasting and before painting or when the surfaces are less than 5 degrees F
above the dew point, or when the relative humidity of the air is greater than 85
percent, unless a water -tolerating inhibitive treatment or coating will be applied
before rusting occurs
5 Apply primer within 8 hours of surface preparation
3 3 Application
A Work shall be done by skilled craftsmen who are qualified to perform the required
work and shall be done in a manner comparable to the best standards of practice
found in that trade All material shall be evenly applied so as to be free from sags,
runs, crawls, wrinkles, holidays, or any other application defects All brushed coats
09900-7
shall be of the proper consistency and properly brushed out so as to show the
minimum of brush marks When finished and dried, brush strokes shall appear in the
vertical direction only, and there shall be no curved brush marks showing All coats
shall be thoroughly dry before the succeeding coat is applied
B In applying coatings by spray gun, the material shall be applied in a wet coating
that remains glossy wet for at least twenty seconds after application Spraying shall
be done in the crisscross lap method of spraying, striking first in one direction and
shortly thereafter spraying across this same section at right angles to the first set of
passes, so as to provide a continuous wet film of the finish coat
C Coating systems shall be applied in accordance with the Manufacturer's printed
instructions for that particular coating
D Where more than two coats are specified, each subsequent coat shall be of
sufficient color difference that holidays, skips, thin spots, etc can be easily be seen
in contrast with the preceding coat
E The base coating shall be applied within eight hours after the final abrasive blasting
3 4 Repair
A Paint damage is to be repaired by the re -application of the paint system in
accordance with the Manufacturer's recommendations
B Apply additional coats if the coating does not completely hide the undercoat
END OF SECTION
SECTION 09920 - PAVEMENT MARKING
PART 1 - GENERAL
1 1 Related Documents
A The Conditions of the Contract for Construction and the General Requirements of
Division 1 of these Specifications apply to the Work in this Section
1 2 Work Included
A The Work of this Section includes furnishing all material, labor, equipment, and
services to paint on the floor, the following items of the types, patterns, sizes and
colors same as existing through out the structure
1 Parking stripes
2 Traffic arrows
3 Walkway stripes
4 Text
5 ADA accessible space logo
1 3 Related Work
A The following Work is related to this Section
1 Submittals Section 01300
2 Concrete Repair Section 03370
3 Traffic -Bearing Membranes Section 07570
14 Submittals
A Submit for review and approval Manufacturer's Spec Data Sheets of each product
to be used
B Submit for record Material Safety Data Sheets of each product, solvent, or related
chemicals to be used, and certification that the materials conform to local, state,
and federal environmental and worker's safety laws and regulations
C Submit for record standard color chip of each color used
D Submit for record color chip with glass beads for each color used with glass
beads
E Submit for review and approval shop drawings indicating stall size, spacing, etc
1 5 Environmental Requirements
A Manufacturer and Installer are required to confirm that all materials used in
accordance with this Section conform to local, state, and federal environmental
and workers' safety laws and regulations
VOC content of materials shall not exceed the limits per Environmental
Protection Agency National Volatile Organic Compound Emission Standards
for Architectural Coatings (40CFR59)
B The Installer is solely responsible for fume control and shall take all necessary pre-
cautions against injury to personnel or adjacent building occupants during
application As a minimum, Installer shall take the following precautions
1 Provide and maintain barricades
2 Locate and protect building air intakes during application
3 Follow all state, federal, and local safety regulations
4 Follow all Manufacturer's safety requirements
5 Dispose empty containers immediately and properly
6 Use protective equipment
7 Ensure work area is well vented to the exterior
1 6 Transportation and Handling
A Deliver all materials to site in original, unopened containers bearing the following
information
1 Name of Product
2 Name of Manufacturer
3 Date of Manufacture
4 Lot or Batch Number
B Store materials under cover and protected from the weather
C Replace containers showing any signs of damage with new material at no
additional cost to Owner
D Mix and prepare coatings only in areas designated by the Contractor for that
purpose
E Take precautions to prevent fire in or around coatings materials Provide and
maintain hand fire extinguisher near storage and mixing area
F At no time shall the weight of the stored material placed on a slab area exceed 30
PSF or 2,000 Ibs over 20 square inches
1 7 Basis of Payment
09920-2
SECTION 00400
SUPPLEMENTS TO BID FORMS
00410 Bid Bond
00420 Statement of Bidder's Qualifications
00430 Schedule of Subcontractors
7/96 Section 00410 Page 1
A Pavement marking preparation and application will be paid on a lump sum basis
Refer to Section 00300, Bid Forms
PART 2 - PRODUCTS
2.1 Pavement Markings — Acrylic Waterborne
A All materials shall meet Federal Specification TT-P-1952B
B Provide same pavement markings as existing
C Approved acrylic waterborne pavement markings are
1 SetFast Acrylic Waterborne Traffic Marking Paint, The Sherwin Williams
Company, Cleveland, Ohio
a TM226 White
b TM227 Lead -Free Yellow
c Handicap Blue Use TM226 as base and tint
2 Water Reducible Acrylic Traffic Paint, ICI Dulux Paints, Cleveland, Ohio
a
25524/22683
White
b
20087/20088
Lead -Free Yellow
c
26563/26564
Red
d
26565/26566
Black
e
20089/20090
Handicap Blue
3 Or approved equal
PART 3 - EXECUTION
31 Inspection
A Inspect surfaces to which paint will be applied and report immediately in writing to
the Engineer as required in the General Conditions any conditions detrimental to
the proper execution of this work
B Do not proceed until unsatisfactory conditions are acceptably remedied
Commencement of work implies acceptance of related work
32 Preparation
A Before work by others that removes existing striping, take digital photographs of
existing paint striping and record dimensions Submit this for the record
B Before commencing work, make certain that surfaces are clean, dry, and in sound
condition
09920-3
C Any existing paint stripes shall be removed by grinding or scarifying so that no
visible paint stripe remains
D Do not paint any surface which is wet or damp
E Remove all oil, dust, grease, dirt, and other foreign material to ensure adequate
adhesion
F Lay out all striping on each level, using dimensions from submittal record as
discussed previously Report any discrepancies, interferences or changes in
striping due to field conditions to the Engineer prior to painting Paint Contractor
shall be required to remove paint, repair surface and repaint stripes not applied in
strict accordance with the Drawings
G Verify compatibility with concrete sealer, joint sealant, traffic bearing membrane,
and all other surface treatments as specified in Division 7
3 3 Mixing
A Do not intermix different types of materials or materials from different
Manufacturers
B Do not thin material except as recommended by Manufacturer for spray
application
C Mix paint thoroughly by boxing, stirring or power agitation before use
3 4 Application
A Apply painting and finishing materials in accordance with the Manufacturer's
directions Use techniques best suited for the material and surfaces to which
applied Apply at 15 mils wet thickness
B Do not apply paint when the air and/or surface temperature is below 50 degrees F,
when relative humidity exceeds 85%, when rain is threatening or late in the
evening when dew might form before drying
C Allow manufacturer recommended curing periods for concrete repairs and any
waterproofing materials
D Parking space striping dimensions indicated on the Drawings are nominal
dimensions Tolerances shall be as follows
1 Parking space length shall equal indicated length ± 2 inches
[$01103OXII
2 Parking space width (or base line dimension) shall equal indicated width ± 2
inches
3 Striping shall extend to within not more than 3 inches from walls or other
vertical surfaces
4 A string of parking spaces shall equal indicated dimension ± 2 inches per
run
5 Stripe width shall equal 4 inches ± 1 /2 inch
3 5 Cleaning
A Immediately upon completion of work, clean up all paint spots, remove excess
materials and equipment, and repair all paint damage to other finishes
END OF SECTION
09920-5
GENERAL NOTES
C/NSON 1 — GENERAL
11 ALL DESIGN SHALL BE N ACCORDANCE WITH THE FOLOWINC
A CITY OF FORT COLONS CODES AND ORDINANCES ADOPTED 1908
B UNIFORM BUIIDING CODE 1907 EDITION (UDC 1997
C FOR ADDITCNAL INFORMATION ON EXISTING STEED
RE REFER TO
ORIGINAL DESIGN DRAWINGS
AVAILABLE AT CITY BE FT COLLINS
12 CORROSION PRDMC70N SYSTEM (ZONE 23)
A THE CORROSION PROTECTION SYSTEM IS BASED ON
CRITERIA PRESENTED IN AG 3621R-97
'GUIDE FOR ME DESIGN OF DURABLE PARKING STRUCTURES;
TABLE
13 ZONE III, OR AS
SPECIFIED HERON
1 CONCRETE ACCESSORIES TO BE EPDXY COATED
13 ABEREVIATIONS
HK =
HOOK
AO - ABRASIVE BLAST (RESTORATION)
III =
HOOKS
ADD - ADDITIONAL
IF -
RUSHEE FACE
AFT = ABOVE FINISHED FLOUR
IN =
INCH
ALL MD - ALL THREAD
INFO =
INORMATON
ALT = ALTERNATE
IP =
INRECTION POINT
ARCH = ARCHITECT
JT =
JOINT
SEE BELOW FINISHED FLOOR
SSE =
KIPS PER &WARE FOOT
DOT = BOTTOA
KS =
KIPS PER SQUARE INCH
RED RATING
LBS
POUNDS
CC = CENTER TO CENTER
LT WALL =
LIGHT WALL
CG = CENTER OF GRAVTY
MAS -
MASONRY
CCS = CENTER OF GRAVITY OF STRANDS
NOR
MANUFACTURER
CIP - CAST -IN -RACE CONCRETE
MIN -
MINIMUM
CJ CONSTRUCTION OR CONTROL JOINT
MPH
MLLS PER HOUR
CLR - CLEAR
NSNS =
NON-SHRIKK NON -STAIN
CNTR D = CENTERED
NITS
- NOT TO SCALE
COL = COLUMN
CC
= ON CENTER
CONC - CONCRETE
OF
= OUTSIDE FACE
CONN CONNECTION
OH
- OPPOSTE HANG
CONT SCHIMBWS
P/C
= PRECAST CONCRETE
EN = BAR CUMERR
P/C HER
- PRECAST CONCRETE
OBA = DEFORMED BAR ANCHOR
MANUFACDPER
OELAM - OELAMINATKIN (RESTORATION)
P/T
- POST TEN90UED
OR
PC
= PLE CAP
DRAINSHIPSPSF
= POUNDS PER SQUARE FOOT
DR - DETAIL
PS
- POUNDS PER SQUARE INCH
EA = EACH
RC9
- PENOBSCET CONCRETE BEAM
EC EPDXY COATED
RE
= REFER TO
EJ = EXPANSION JOINT
ROW
- REINFORCING
EL/ELEV = ELEVATION
RED
- MOORE)
ED - EQUAL
ROF
- RANDOM ORIENTED FIBER
EXIST = EXDG G
SECT
- BECTON
FINS = FOUNDATIONS
SIM
= SMEAR
ED FLOOR DRAIN
SIM
- SLAB ON GRADE
P, EFFECTIVE STRESSING FORCE
SP
STAND PIPE
OF = FINISHED FLOOR
SPEC
= SPECIFICATION
ON - FINISHED
SEE
- STEEL
RR = FLOOR
T/
= TOP OF
MO = FOUNDATION
T At B
= 70P AND BOTTOM
FT = FOOT
TEMP
= TEMPERATURE
FTC FOOTNC
TYPE
- TYPICAL
E B = FOOTINGS
ON
UNLESS NOTED OTHERWISE
CA = GAUGE
VIA
VERIFY IN FIELD
GALV = GALVANIZED
W/
= WM
CB - OR ADE BEAM
WP
WORK POINT
GC = GENERAL CONMAC70R
APED
- WATERPROOFING
GOBS GROUND GRANULATED
WWF
= W£UIED MORE FABRIC
BAST -FURNACE SAC
ZRC
- ZINC RICH COATING
HAS HEADED ANCHOR STUD
1 A SPECIAL INSPECTIONS
A ME CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL NSPECTON WHO SHALL PROVOE
INSPECTORS DURING CONSTRUCTION OF ME FOLLOWING TYPES OF
MEN AS USTED IN
ACCORDANCE WITH UBC 97 SECTION 1201 5
1 STRUCTURAL INSPECTIONS
CONCRETE BOLTS INSTALLED IN CONCRETE REINFORCING STEEL
AID PRESTRESSING STEEL
TENDONS STRUCTURAL WRONG H101-STRENGTH
BOLTING EXPANSION/EPDXY ANCHORS
DIVISOR 3 D 111-PONY L9rYJ6T:
31 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE W1M ACI 318-05 AND AO GUIDE
3621R-97 REFER TO SPECIEICATI NS SECTOR 03300 CAST -IN -PLACE CONCRETE FOR INFORMATION
NOT LISTED HEREIN
32 CONCRETE
A READY MNEO/SITE BATCHED CONCRETE REPAIR MATERIAL
E', Pa BATH W/C AVERAGE 1R
GFICRPTGN MIX. RATIO EBIBAINFIG
SLAB PATCH 4500 LTX-F OHO 5-1/2R
NOTES (1) LTX DEMNA75 A LATEX MODIFIED CONCRETE CONTAINING A MINIMUM OF 35
GALLONS GE LATEX (50 PERCENT SOURS) PER 94ASS OF CEMENT (RESTORATION)
(2) SUFFIX - F DESIGNATES A CONCRETE MIX DESIGN Wi TH FIBER REINFORCEMENT
(3) AVERAGE AIR -ENTRAINED VALUES ARE FOR IN -RACE CONCRETE TORRANCE ON
TOTAL AIR CONTENT 15 1-1/23 PER ACI
(4) ALL NORMAL MIGHT CONCRETE TO HAVE A DENSITY OF APPROXIMATELY 145 PCP
UNLESS NOTED
(5) ALL AIR ENTRAINED CONCRETE SHALL INCLUDE 55{ LBS OF CEMEN ITIOUS MATERIAL
MINIMUM PER CUBIC YARD OF CONCRETE ME WEIGHT OF FLY ASH AND SILICA FUME
ADMI%NRES MAY NOT BE INCLUDED WITH ME WIGHT OF CEMENT
DIVISION 7 TEAIAL AND MOISTURE PRDTY:IIOIN
71 JOEL SEALANTS
A AT PATCHES ALL JOINTS BETWEEN THE STRUCTURAL SAND ARCHITECTURAL) MEMBERS SHALL BE
PROPERLY PREPARED AND FILLED WITH JOINT SEAAN UNLESS NOTED OTHERWISE ALL JOINT
EDGES INCLUDING TOP AND BEETTM SURFACES AND VERTICAL MD HORIZONTAL SURFACES SHALL
BE FORMED OR TOOLED AS REWIRED JOINT SEALANT SHALL BE APPLIED ONLY TO THE TOP
VERTCAL AND HORIZONTAL SURFACES UNLESS NOTED OTHERWISE ON THE DRAWINGS.
B JOINTS TO BE PREPARED AND FILLED METH JOINT SEALANT SHALL INCLUDE BUT ARE NOT UNITED
TO CONSRUCTON JOINTS CONTROL JOINT]' ISOATION JOINTS AND ALL INTERFACE JOINTS
BETWEEN SIMILAR AND DISSIMILAR MEMBER
72 CONTRACTOR SHALL FLOOD TEST THE AREAS OF ALL WATERPROOPNC SYSTEM REPAIR ALL DEFECTS
DETECTED SHALL BE REPAIRED TO THE SATSFAC110N OF ME ENGINEER REFER TO SPECIFICATIONS
Car®
AA c£NfRAL�aaSi
V®/alker
1 PRIOR TO BEGINNING WORK EACH WORK AREA IS TO BE COMPIETELY ENCLOSED CONTRACTOR TO
parking
BE RESPONSIBLE FOR ADEQUATE VENTILATION FUME AM OUST CONTROL REFER TO SECTION D1530
'BARRIERS AND ENCLOSURES' I
Planning Erlglnearing RaaaprallWl
2 LOCAL NOISE ORDINANCE WILL GOVERN OPERATIONS (HAMMERING I SHOTBLASTNG, ETC)
3 PRE SUPPRESSION SYSTEM MUST BE MAINTAINED IN THE STRUCTURE AT ALL TINES EXCEPT IN
WORK AREAS PRE HOSES MUST BE INSTALLED WITHIN THE WORK'AREA FEW TO BEGINNING
Carl Walker, Inc
CONSTRUCTION
4 TAKE EXTREME CAUTION NOT TO DAMAGE N ANY WAY ME EXISTING ELECTRICAL SERVICE
TELECOMMUNICATION ONES COMPUTER LINES ETC LOCATE AND MARK ALL SERVICE ONES
2460 W 26th Avenue
5 ALL TEMPORARY SIGNS TO SEE (B IN MIN) REFER TO SECTION 01570 'TRAFFIC CONTROL AND
SGNACE I
6 PRIOR TO EEGINNING CONSTRUCTION PREPARE EXISTING CONDITIONS VOEO REFER TO SECTION
SUIte 500-C
01500 'CONSTRUCTION FACILITIES AND TEMPORARY SERVICES'
J INHERE DIMENSIONS ARE INDICATED FOR FASTING STRUCTURES THEY ARE APPROXIMATE AND FOR
Deriver, CO W211
REFERENCE TRULY ME CONTRACTOR SHALL VERIFY N FIELD (VO ALL DIMENSIONS AND
ELEVATIONS PRIOR TO CONSTRUCTOR ANY VARIATIONS BETWEEN EXISTING DIMENSIONS AND
ELEVATIONS AND THE PLANS SHALL BE PROMPTLY REPORTED TO THE ENONEER
phone (303) 89FL6600
B ALL OMISSIONS OR CONFLICTS BETIMEN THE VARIOUS ELEMENTS OF THE DRAWINGS AID/OR
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WTHAN
Fax (303) 694.8033
9 DO NOT SCALE DRAWINGS
10 ME EXISTING CONCRETE M9CN STRENGTH NAY BE CONTAINED IN ORIGINAL DESIGN DRAWINGS
11 V9TS TO THE JOB SITE BY ME ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT N ANY WAY
www cortwalker corn
MEAN GUARANIES OF ME CONTRACTOR'S MURK NOR RESPONSIBLITY FOR COCRONATION
SUPFRVI90µ NOR SAFETY AT ME JOB SITE
12 ME CONTRACTOR IS TO POWER WASH ALL CONCRETE EXPOSED TO PUBLIC VIEW PRIOR TO FINAL
COMPLETION, AND WHERE APPLICABLE PRIOR TO PAINTING
13 SNOW WITHIN CONSTRUCTION AREA SHALL BE PILED IN SNOW STORAGE AREA NEAR BUILDING
IDENTIFIED R OTHER IOW OF SNOW SHALL NOT EXCEED HEIGHT OF SPANDREL (APR�%IRATELY
3-6" ABOVE FINISHED FLOOR)
OLD TOWN
B CONSTRUCTDN PHA&NG
1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION ACTIVITY
AND SHALL COOPERATE FULLY WHO ME OMER FOR ALL CONSTRUCTION PHASING
2 COORDINATE PARKING REASSIGNMENT TRIM ONNfR
3 CONTRACTOR SHALL MAINTAINTAINTRAFFIC ROW TU ALL LEVELS OF ME STRUCTURE
PARKING
4 WORK OVER OCCUPIED SPACE SALE BE PERFORMED DURING HOURS INDICATED BY OYMIR AT THE
PRE BID MEETING
5. COORDINATE Mi THE OWNER MOVING FURNITURE SUPPLE% AND MATERIALS IN ROOMS AS
REWIRED TD PERFORM RANS
6 AREAS OF PARKING ABOVEE AND AROUND SHORING SHALL BE CLOSED i0 PARKING PRIOR TO
STRUCTURE
REPAIRS AND SHORING
J CONTRACTOR SHALL COORDINATE THE LOCATION OF ME STADNG AREA WON ME OWNER
& CONTRACTOR SHALL PROTECT PEDE ROAN TRAFFIC THROUGHOUT ME STRUCTURE AND ON
SCEWAKS AROUND ME PERIMETER OF ME PARKING STRUCTURE
9 IT MILL BE NECESSARY TO SCHEDULE CONTRACTOR OEUVEPoES AM WASTE HAVUNG TO MNWZE
INTERFERENCE WITH ME BUILDINGS OPERATIONS CONTRACTOR SHALL COORDINATE WITH OWNER
10 PARKING WILL NOT BE ALLOWED ON LEVELS MOM SHORING
11 ONE STAIR TOWER MUST REMAIN OPEN AT ALL LIMES
12 ACCESS TO THE ELEVATOR TO BE MAINTAINED AT ALL GEES EXCEPTION KILL SE DURING DECK
COATING
C FORMWORK AND SHORING
1 DRAWINGS GO NOT INCLUDE THE FETY OR' THE BELONG OR
FOR THE AFOR
ARY E15
RESPONSBLENTS
EQUIPMENT WRING CONSTRUCTIONS MESCONTRACTOR ALL WEAK REATING TO
CONSTRUCTION ERECTION METHODS, BRACING SHOPPING RIDGING OUTS SCAFFOLDING FORMWORK
Fort Collins,
AND OTHER WORK AIDS REWIRED TO $&FELT PERFORM THE WORK INDICATED
2 CONTRACTOR IS RESPONSIBLE FOR PROVIDING G APPROPRIATE SHORING REFER TO SECT"031M
'CONCRETE FORMWORK"
I FGE
WP�0
Colorado
3 ME LOAD FROM THE PRECAST TEES LOOKER BEANS SPANDREL MANS ETC IS CARRIED TO AND
TRANSFERRED THROUGH THE SUPPORTING MEMBERS AT BEARING POINTS FOR EXAMPLE. THE TEE
STEMS AM BEARING ON LEDGER BEAMS, ME LEDGER BEAMS ARE SHARING ON COLUMN HAUNCHES,
ME SPANDREL BEANS ARE BEARING ON COLUMN HAUNCHES UP THESE MEMBERS ARE SUPPORTED
ON WALLS IF CONCRETE REMOVAL IS ANTICIPATED FROM ME BEARING AREA FROM EITHER THE
SUPPORTING MEMBER OR ME SUPPORTED MEMBER SHORING OF RE SUPPORTED MEMBER MUST
BE PROVIDED PRIOR To DANOUTION MIS SHORING MUST BE ADEQUATELY DOWNED AND PACED
TO PREVENT VERTICAL OR LATERAL OSPACEMENT OF THE MEMBER WRING BEMWTON OR
REPAIR
D CONCRETE DEAMINAT1ON REPAIR (RESTORATION)
1 SOUND ALL AREAS AS INDICATED ON ME DRAWINGS AND MARK PERIMETER OF AREAS
The Drawings are the property Or Carl
2 SAWWT AND CHIP AT PERIMETER OF DELAMINATED AREAS AS INDICATED IN DETAILS 1 & 2
3 REMOVE EXISTING CONCRETE BEYOND DELAMINATON TO SOUND CONCRETE AS NIMATED N DETAILS
Walker, Inc and are notto be reused or
1 & 2
4 REMOVE EXITING CONCRETE BEYOND DELANINATON EXPOSING EX SING REINFORCEMENT STEEL
reproduced Without Written permission
PERIMETER AS INDICATED IN DETAILS I & 2
from Cad Walker, Inc
5 PROVIDE UNIFORM HOR12 NTAL SURFACE GEIMEEN ADJACENT BARS OR MARES MEN CAVITY
ENCOMPASSES MORE THAN ONE BAR OR WIRE
6 CLEAN (APO COAT) ALL EXPOFED R£NFIMCEMENT STEEL AND OTHER EMBEDDED STEEL AS
INDICATED IN THE REPAIR TABLE
APPLY CORRINHIBITOROSION NIBITOR TO EXCAVATED CAVITY SURFACE AND EXPOSED REINFORCEMENT AS
PROJECT NCR DEW
INDICATED IN THE REPAIR TABLE
B PROVIDE SPRAY OR BRUSH APPLIED BONDING GROUT TO EXCAVATED CAVITY SURFACE (NOT
DESIGN ENG BPT
RECEIVNC CORROSION IWIDTOR) AS INDICATED IN ME REPAIR TABLE
9 PROVES PATCH MATERIAL AS INDICATED IN REPAIR TABLE
DRAWN BY TEE
1D STEEL TROWEL FINISH OF UNFORMED CONCRETE PATCH SURFACES a MATCH ADJACENT AREAS
11 WHERE APPLICABLE CHANFER CORNERS TO MATCH ADJACENT AREAS
12 CONCRETE PATCH SURFACES TO BE PAINTED TO MATCH ADJACENT AREAS
13 NOMINAL 9ZES BE MEMBERS ARE INDICATED ON THE DETAILS ACTUAL SIZES MAY VARY
C"FD
DEscRlPnory
11 NOMINAL PATCH DEPTHS ARE NOIGATED ON THE DETAILS ACTUAL DEPTH MAY VARY
15 PAY BASIS SHALL BE AS INDICATED IN DETAILS AND 90 FORMS
F11
1
8123/OZ
BIDICD SET
E CONCRETE SCALE REPAIR (RESTORATION)
1 REMOVE EXISTING CONCRETE BEYOND SCALE TO SWNO CONCRETE AS INDICATED IN DETAILS 1 & 2
2 PROVIDE PATCH MATERIAL AS INDICATED IN SPECIFICATIONS
PHASING CONTRACTOR BEGENERAL NOTES
WILL HAVE THE EW IVEANT
NUMBER OF STALLS FOR ONE NLL SIZE
LEVEL PER PHASE
R3-2007-037
DRAWING NO
G 1.0
LEGEND
® SLAB DELAMINATION (TOP OF SLAB) REPAIR
RDJT k SEAL CRACKS (TOP OF SUB)
0Pa FLOOR DRAIN
' REPLACE CONTROL JOINT SEALANT
NEW VERT JOINT SEALANT
GROUND TIER PLAN rF1
1/1 S'=1 —0'
Car®
Perking Wallcer
Planning sneering Reeloroeon
Carl Welker, Inc
2460 W 26th Avenue
suite 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
www carlwalker com
OLD TOWN
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad
Walker Inc and are not to be reused Or
reproduced without wntten permission
from Cad Walker, Inc
PROJECT MGR DEW
DESIGN ENO BPT
DRAWN BY TSE
DATE oE6-PTON
1 "2111 BIDIDDSET
D RAWI NG TITLE
GROUND TIER
PLAN
PROJECT NO
R3-200NO
S2.1
LEGEND
® SLAB DELAUINATION (TOP OF SLAB) REPAIR
N RDU7 k SEAL CRACKS (TOP Or SLAM
®FD FLOOR DRAIN
' REPLACE CONTROL JOINT SEALANT
NEW PERT JOINT SEALANT
2 2 1 I I I I 4 9 5 244'_8" 6 6 1 O T ? 8 9
16'-2'
18' 0" 11'-0" 30'—O" 29 —0.1 30--0"
1' D'129'-0" 50'—D' 11'-0"
18'—D" 11769"2"
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Carl
Perking Walker
Planning Engineering ReeLORlibn
Coil Walker, Inc.
2460 W 26th Avenue
Suite 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
www cad"lker com
OLD TOWN
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad I
Walker Inc and are not to be reused or
reproduced without written permission
from Cad Walker, Inc
PROJECT NIGR
DESIGN ENG
DRAWN BY
DEW
BET
16WED' LATE oISON
REN Na
i B/23/0] BID/CD CFIGPSET
DRAWING TITLE
SECOND TIER
PLAN
PROJECT NO
R3-2007-037
DRAWING NO
S2.2
T
22
t -z'-
8 S 9 10
-' t-z'
SPALUNG
LEGEND
®
SLAB DELAMINATION (TOP � SLAB) REPAIR
ROUT k SEAL CRACKS (TOP OF SLAB)
®FD
6LOOR DRAIN
REPLACE CONTROL JOINT SEALANT
NEW VERT JOINT SEALANT
REMINGTON 8T
THIRD TIER PLAN �1
Carl
Parking Walker
Plannirp Enelneerin0 Reetoraft
Carl Walker, Inc.
2460 W 261h Avenue
SuRe 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303)894-8033
www carlwalker oom
OLD TOWN
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad
Walker Inc and are nottobereusedor
reproduced without written perrnlsslon
from Cad Walker, Inc
PROJECT NOR DEW
DESIGN ENG BPT
DRAWN BY TSE
Rom° o��R�P aN
1 1 W29/07 BID/CDSET
DRAWING TITLE
THIRD LEVEL
FRAMING PLAN
PROJECT NO
R3-2007-037
DRAWING NO
S2.3
C
C
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C
4
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LEGEND
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244'-8°
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18'-0"
11'-0'
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REPLACE CONTROL MINT SEALANT
K NEW VERT JOINT SEALANT
5 51 V V u�
TOP TIER PLAN �1
L/is =1 -0'
Carl
Parking Walker
Planning EnWneering Reetoratlon
Carl Walker, Inc
2460 W 261h Avenue
Suite 500-C
Denver, CO 8D211
Phone (303) 894-8800
Fax (303) 894-8033
www carlwalker cam
OLD TOWN
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad
Walker, Inc and are notto be reused or
reproduced without written permission
from Cad Walker, Inc
PROJECT WR DEW
DESIGN ENG BPT
DRAWN BY TSE
REVNO DALE DESCRIPTION
1 8/23/07 BID/CD SET
TOP TIER
PLAN
R3-2007-037
DRAWING NO
S2.4
NEW TOOLED JT AND _
EXIST REINF COAT SEALANT
m WITH EPDXY PAINT
EXIST GAYETY
�i EXIST CAVITY SURFACE SURFACE
a> ORIGINAL SURFACE NEW GONG
VIA$ gg PATCH
. doi j
--
�= A
XIST GONG
RENDY£ EXIST
REMOVE EXIST CONIC BEYOND ON BEYOND SAW CUT h' SEALANT
EXISTDELATO SOUND GOING CRACK at CON EDGE
CONTROL \\\IA
COED JaN
TOPPING if
n:d 1 MIN CLEAR GONG 1/1' MIN —/ �EDCE PREPARATION
-w 6� BEYOND DELAM BEYOND OELAM EXIST P/C TEE FLANGE V%IFT JOINT REFER TO DET /
To SOUND CONC
?u0 EXIST FOAM ROD
NOTES 1F GONG TOPPING IS DEBONDED OR W W F IS GONG DAM
EXPOSED PROVIDE FULL DEPTH REPAIRS PER GET 1/S31
,� EDGE PREPARATION DETAIL 2 TOPPING REPAIR DETAIL
NO SCALE NO SCALE EDELAMINABCN PARTIAL DEPTH) RFLTO
SEAL
VERTICAL JOINT DETAIL
BOND J �_CRAGK Cvt
BREAKER CONTROL JOINT
3 SEALANT REPAIR
1'-1'
ROUTED
4 SEAL CRACK DETAIL
Car®
Parking Walker
Planning Engineering Restoration
Carl Walker, Inc
2460 W 26th Avenue
Suite 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
www carlwalker corn
OLD TOWN
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Carl
Walker, Inc and are not to be reused or
reproduced without written permission
from Carl Walker, Inc
PROJECT MOB DEW
DESIGN ENG BPT
DRAWN BY TSE
R'FVZO I DATE oEIcRIPTION
1 B/23I01 BID/CD SET
DRAWING TITLE
RESTORATION
DETAILS
R3-2007-037
DRAWING NO
S3.1
3ENERALNOTES
DPASIEN 1 — CQgRAL
11
ALL DESIGN SHALL BE IN ACCORDANCE Am THE FOLLOWING
A CITY OF FORT COLLINS CODES AND ORDINANCES, ADOPTED 1998
B UNIFORM BIAgNG CODE 1997 EDITION (MBE NGD )
C FOR ADDITIONAL WFNMA71ON ON EXISTING STRUCTURE REFER TO
ORIGINAL DESGN DRAWINGS
AVAILABLE AT CITY OF FT COLONS
12
CORROSION PROTECTION SYSTEM (ZONE 23)
A ME CORROSION PROTECTION SYSTEM IS BASED ON CRITERIA PRESENTED N ACI MZ1R-97
KIIM FOR THE DESIGN OF DURABLE PARKING STRUCTURES' TABLE
DO, ZONE IN OR AS
SPECIFIED HEREIN
1 CONCRETE ACCESSORIES TO BE EPDXY COATED
1 3
ABBREVIATIONS
HK =
HOOK
AS - ABRASIVE BUST (RESTORATION)
HAS =
HOOKS
ADDL - ADDITIONAL
F
= INSIDE FACE
AFF ABOVE FINISHED FLOOR
IN
= INCH
ALL NO ALL THREAD
NFO
INFORMAPON
ALT ALTERNATE
P
- INFLECTION PONT
ARCH = ARCHITECT
JT
KSF
= JOINT
= KIPS PER SQUARE FOOT
OFF BELOW FINISHED FLOOR
KS
= KIPS PER SQUARE INCH
GOT = BOTTOM
UPS
= POUNDS
BAG = BEARING
00 = CENTER TO CENTER
LT WALL
= LIGHT WALL
CG = CENTER OF GRAVITY
HAS
= MASONRY
CGS = CENTER OF GRAVITY OF STRANDS
MEN
- MANUFACTURER
CP = CAST -IN -PEACE CONCRETE
MIN >•
MINIMUM
CJ = CONSTRUCTION OR CONTROL DONE
MPH
MILES PER HOUR
OUR = CLEAR
NSVS
- NON -SHRINK NON -STAIN
ci = CENTERED
NTS
- NOT TO SCALE
COL = COLUMN
OC
ON CENTER
GOING = CONCRETE
OF
OH
= OUTSIDE FACE
OPPOSITE HAND
COIN CONNECTION
CONT = CONTINUOUS
P/C
- PRECAST CONCRETE
d6 = BAR DIAMETER
P/C MFR
- PRECAST CONCRETE
BOA = DEFORMED BAR ANCHOR
MANUFACTURER
DELAM - DEUMNATION (RESTORATION)
IOC
POST
DR = DRAWTCN
ILL CAPTENSIONED
DR = DRAIN RISER
PSF
= POUNDS PER SQUARE FOOT
DAL = DETAIL
PS
POUNDS PER SQUARE NCH
EA = EACH
AGE
= REINFORCED CONCRETE BEAM
EC = EPDXY COATED
RE
-
REFER TD
EJ = EXPANSION JOINT
MINE
- REINFORCING
EL/ELEV = EQUAL ON
REQ'AOF
= RECORDS
EQ = EQUAL
ROC
- RACOON ORIENTED FIBER
= EXISTING
SECT
= SECTION
TEXISTONS = FOUNDATIONS
SM
MEAR
- SOLAR
TO FLOOR DRAIN
ID
SOG
= SUB ON GRADE
=
FF = EFISHED STRESSING FORCE
`BR
STEW PIPE
FF = FINISHED FLOOR
SPEC
= SPECIFICATION
FFIN- FINISHED
- STEEL
FLOCK
FOR FLOOR
T/
TOP OF
FIND = FOUNDATION
TAB
= TOPANDBOTTOM
FT FOOT
TEMP
= TRTURE
FTG = FOOTING
TYP
= TYPICAL
FIGS FOOTINGS
MNO
- UNLESS NOTED OMERNSE
ON GAUGE
VIF
= VERIFY N HELD
GALV = GALVANTH
W/
=
MADE BEAM
GB = GRADE BEAN
WE
- WORK POINT
NEW
GC = GENERAL CONTRACTOR
WPFG
= WATERPROOFING
GOBS = GROUND GRANULATED
AWE
FABRIC
WELDED WINE FABRIC
BLASTFURNACE SLAG
ZRC
ZINC RICH COATING
MAS = HEADED ANCHOR STUD
14
SPECIAL INSPECTIONS
A TIE CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS
WHO SHALL PROVIDE
INSPECTIONS DURING CONSTRUCTION OF THE FOLLOWING TYPES OF WORN AS ESTES N
ACCORDANCE AM UBC 97, SECTION 1701 5
1 STRUCTURAL INSPECPONS
CONCRETE BOLTS INSTALLED N CONCRETE REINFORCING STEEL AND PRESTRESSING STEEL
TENDONS STRUCTURAL WELDING NIGH -STRENGTH
BOOING EXPANSION/DPDXY ANCHORS
OOS I N 3 CA57-lFJ-RARE caCII
31 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-05 AND ACI GUIDE
3621R-97 REFER TO SPECIFICATIONS SECTION OJHOO CAST -IN -PLACE CONCRETE FOR INFORMATION
NOT LISTED HEREIN
32 CONCRETE
A READY MINED/SIM BATCHED CONCRETE REPAIR MATERIAL
Fc Pcl MAX W/C AWRAGF AIR
DESCRIPTION UK RM ENTRAINED
SLAB PATCH 4500 LTX-F 040 5-1/2A
NOTES (1) LTX DESIGNATES A LATE% MOCFIED CONCRETE CONTAINING A MNMUA OF 35
GALLONS OF LATEX (50 PERCENT SOLIDS) PER 94/LBS OF CEMENT (RESTORATION)
(2) SUFFIX - F DESIGNATES A CONCRETE MX DESIGN WITH FIBER REINFORCEMENT
(3) MERAGE AIR-ENTRANED VALUES ARE FOR IN -PUCE CONCRETE TOLERANCE ON
70TAL AIR CONTENT IS 1-1/z3 PER AG
(4) ALL NORMAL WEIGHT CONCRETE TO HAVE A DENSITY OF APPROXIMATELY 145 PO
UNLESS NOTED
(5) ALL AIR ENTRAINED CONCRETE SHALL INCLUDE 564 LBS OF CEMENTITIOUS MATERIAL
MINIMUM PER CUBIC YARD OF CONCRETE THE WEIGHT OF FLY ASH AND SILICA FUME
ADMIXTURES MAY NOT BE INCLLDEO AM THE WEIGHT OF CEMENT
NMSIIRI 4 ONCE MASONRY
41 ALL DESIGN AND CONSTRUCTION SHALL BE M ACCORDANCE W1M ACI 530 AND AD 5301 REFER TO
SPECIFICATIONS SECTION 04200 CONCRETE UNIT MASONRY FOR NFORM ION NOT LISTED HEREIN
42 CONCRETE LAND MASONRY
A HOLLOW AND SOLID LOAD -BEARING UNPS ASTM CSO GRADE N, TYPE I
B NET AREA COPRESSW STRENGTH OF CONCRETE MASONRY UNITS OECD P5
C ASSUMED NET AREA COMPRESSIVE STRENGTH OF MASONRY FM = NOD PSE
D REFER TO NNCTIONAL/ARCHITECTURAL DRAWINGS FOR FIRE RATING
43 MORTAR
A MORTAR ASTM C270 TYPE S MINIMUM COMPRESSIVE STRENGTH 1800 PSI
44 CRWT
A GROUT ASAM C478 CC - 2" PSI
45 REINFORONG STEEL
A REFER TO SECTION 041W FOR REINFORCING STEEL
46 MASONRY ACCESSORIES
A JOINT REINFORCEMENT ASTM A82 - 9-GAGE GALVANIZED UDDER TYPE AT 16" OC
B ANCHORS AND TIES
1 MOTS - 20 GAGE GALVANIZED
2 ANCHORS - 3/16' DIAMETER ARE TO NTH 12 GAGE DOVETAIL
C CONTROL. JOINTS SOLID RUBBER OR PVC STRIPS
D BOND BREAKER 15 LB ROORNC PELT
E MEMBRANE R-ASING 20 ME PVC
47 GENERAL - MASONRY
A MASONRY CONTROL JOINTS SHALL BE SPACED AS FOLLOWS OR AS EXISTING .gNTS
1 24 ON CENTER
R LINTELS SHALL HAVE A MINIMUM BEARING OF 6 INCHES
5C1 DESIGN AND CONSTRUCTION STANDARD - AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF
STEEL CONSTRUCTOR, ALLOWABLE STRESS DESIGN 9M EDITION REFER TO SPECIFICATION SECTION
059W 'MISCELLANEOUS METALS' FOR NFORMATON NOT USMO HEREIN
SC 2 STRUCTURAL STEEL SHAPES PLATES AND BARS ASTM AM EXCEPT WHERE OTHER TYPE STEEL IS
INDICATED
5C 3 ALL WELDING SHALL BE MADE WITH E70XX LOOK HYDROGEN ELECTRODES AND SHALL CONFORM TO ME
LATEST EDITION OF THE AMERICAN WELDING SOCIETY SPECPICATIONS ALL WELDS SHALL BE
PERFORMED BY A CERTIFIES WELDER CERTRCATION SHALL BE APPROPRIATE FOR THE WELDING
METHOD AND POSITION
5C4 BOLTED CONNECTIONS NAY BE MADE USING ASm AMB HIGH STRENGTH BOLTS OR ASTM A307
GRACE A CARBON STEEL BOLTS
WE ANCHOR BOLTS (GALVANIZED) ASTM A36
SCSI SPLICING OF MEMBERS IS NOT PERMITTED
Dri 7 11ERMAL MD M06NRE PROTECDa!
71 JOINT SEALANTS
A AT PATCHES, ALL JOINTS BETWEEN THE STRUCTURAL (AND ARLHTECMRAL) MEMBERS SHALL RE
PROPERLY PREPARED AND FILLED AM JOINT SEALANT UNLESS NOTED OTHERWISE ALL JOINT
ECUs INCLUDING TOP AND BOTTOM SURFACES AND WRTCAL AMID HORIZONTAL SURFACES SHALL
BE FOAMED OR TOOREO AS REQUIRED JOINT SEALANT SHALL BE APPLIED DAILY TO THE TOP
._.NITS.._..._E _.._.-.....___Fl__ _.
B JOINTS BPREPARED AND WINNJOINT SHALL INCLUDE SEALANT SINCLUDE BUT ARE NOT LIMITED
TO CONSS TRUCTION JOINTS CONTROLROL S 60UigN JOINTS AND ALL INTERFACE JOINTS
BETWEEN SIMILARME AND DISSIMILAR MEMBERS
72 TRAFFIC -BEARING MEMBRANE (DECK COATING)
A TRAFFIC -BEARING MEMBRANE SHALL HEAVY QUTY AMC APPLIED WHERE SHOWN IN PLANS AND
EXTENDED UP VERTICAL SURFACES FOUR f9 INCHES, INCLUDING WALLS PAWNS C0.UM5 CLASS
PIPES ETC AS NOON THE DRAWINGS
] 3 CONTRACTOR SHALL ROODOO M TEST THE AREAS A ALL OFWATERPROOFINGENGINE SYSTEM REPAIR ALL DEFECTS
DETECTED SHALL Bf REPAIRED TO THE SATISFACTION O mf ENGINEER REFER TO SPECIFICATIONS
74 EXPANSION JOINTS
1 TURN UP EXPANSION JOINT EONS 13 (INCHES) WERE GAP ALLOWS
2 CAP UP TURNED ENDS
A GENERAL I
1 PRIOR TO BEGINNING WORK EACH WORK AREA IS TD BE OOIA IETELY ENCLOSED CONTRACTOR TO
BE RESPONSIBLE FDA ADEQUATE VENTILATION NNE AND OUST CONTROL REFER TO SECTION
01530 BARRIERS AND ENCLOSURES'
2 LOCAL NOSE ORDNANCE WILL GOVERN OPERATIONS (HAMMERING SHOTBLASING ETC)
3 TIRE SUPPRESSION SYSTEM MUST BE MAINTAINED IN THE STRUCTURE AT ALL TINES EXCEPT IN
WORK AREAS FIRE HOSES MUST BE INSTALLED WIMN THE WORK AREA PRIOR TO BEGINNING
CONSMUCrON
4 TAKE EXTREME CAUTION NOT TO DAMAGE N ANY WAY ME EXISTING ELECTRICAL SERVICE
TELECOMMUNICATION LINES COMPUTER LIKES ETC LOCATE AND MARK ALL SERVICE ONES
5 ALL TEMPORARY SIGNS TO BE (8 IF MIN) REFER TO SECTION 01570'TRAFFIC CONTROL AND
&MADE' I
6 PRIER TO BEGINNING CONSTRUCTION PREPARE EXISTING CONDITIONS VIDEO REFER TO SECTION
01WO "CONSTRUCTION FACILITIES AND TEMPORARY SERVICES'
7 WERE DIMENSIONS ARE INDICATED FOR EXISTING STRUCTURES THEY ARE APPROXIMATE AND FOR
REFERENCE ONLY ME CONTRACTOR SHALL VERIFY N FIELD (ME) ALL DIMENSIONS AND
ELEVATIONS PRIOR TO CONSTRUCTION ANY VARIATIONS BETW£ENIEXITGNG DIMENSIONS AND
ELEVATIONS AND THE PLANS SHALL BE PROMPTLY REPDRIED i0 THE ENGINEER
B ALL OMISSIONS OR CONFLICTS BETWEEN ME VARIOUS ELEMENTS OF hE DRAWINGS AND/OR
SPECIFICATIONS SHALL BE BROUGHT TO ME ATTENTION OF THE ENGINEER BEFORE PROCEEDING
Am ANY WORK
9 00 NOT SCALE DRAWINGS.
iO TIE EXISTING CONCRETE DESIGN STRENCM MAY BE CONTAINED IN ORIGINAL DESIGN DRAWNGS
11 MSITS TO THE .LOB SITE BY TIE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT N ANY WAY
MEAN GUARANTEE OF ME CONTRACTOR'S WEAK NOR RES'ONSIBUTY FOR COORDINATION
SUPERNSION NOR SAFETY AT THE MO SEE
12 THE CCNTRACTOR IS TO POWER WASH ALL CONCRETE EXPOSED TO PUBLIC VIEW PRIOR TO FINAL
COMPLETION AND WHERE APPLICABLE PRIOR TO PAINTING
13 SNOW WITHIN CONSTRUCTION AREA SHALL BE PLED IN SHOW STORAGE AREA NEAR BUILDING
TFINTIFIFO FLY RIMNFR HEIGHT OF SNOW SHALL NOT EXCEED HEIGHT OF SPANDREL (APPROXIMATELY
3-6" ABOVE FINISHED FLOOR)
B CONSTRUOTIGN PHASING
1 THE CONTRACTOR SHALL ON BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTKIN ACTINIY
AND SHALL COOPERATE FULLY WITH THE OWNER FOR ALL CONSTRUCTION PHASING
2 COORDINATE PARKING REASSIGNMENT WITH OWNER I
3 CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO ALL LEVELS OFIME STRUCTURE
4 WORK OVER OCCUPIED SPACE SHALL BE PERFORMED DURING HOURS INDICATED BY OWNER AT ME
PRE 810 MEETING
5 COORDINATE Mtn THE OYMER MOMNG FURNITURE SUPPLIES. AND MATERIALS IN ROOMS AS
REWARD TO PERFORM REPAIRS
6 AREAS OF PARKING ABOVE AND AROUND S110RNC SHALL GE CLOSED TO PARKING PRIOR TO
REPAIRS AND SHRNG
7 CONTRACTOR SHALL COORDINATE TIE LOCATION OF ME STAGING AREA WITH ME OWNER
B CONTRACTOR SHALL PROTECT PEDESTRIAN TRAFFC THROUGHOUTIME STRUCTURE AND ON
SIDEWALKS AROUND THE PERIMETER OF TIE PARKING STRUCTURE
9 IT WILL BE NECESSARY TO SCHEDULE CONTRACTOR OEUVERIES AND WASTE HAWING TO MINIMIZE
INTERFERENCE WITH ME BULDING'S OPERATIONS CONTRACTOR SHALL COORDINATE AM OWNER
10 PARKING 'MLL NOT BE ALLOWED ON LEVELS AM SHORING
11 ONE STAR TOWER MUST REMAIN OPEN AT ALL TAMES I
12 ACCESS TO THE ELEVATOR TO BE MAINTAINED AT ALL TIMES EXCEPTION WILL BE DURING DECK
COATING.
C FORMWORK AND SHORING
1 DRAWINGS 00 NOT INCLUDE THE NECESSARY COMPONENTS FOR THE SAFE
OF ME BULDNC OR
EQUIPMENT DURING CONSTRUCTION ME CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO
CONSTRUCTION ERECTION METHODS BRACING SHORING RAGGING' GUYS SCAFFOLDING, FORMWORK
AND OTHER PARK AIDS REWIRED TO SAFELY PERFORM THE WORK INDICATED
2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SHORING REFER TO SECTION 03100
3 ME LOAD FROM THE PRECAST TEES LEDGER BEAMS SPANORELNEAMS ETC 5 CARRIED TO AND
TRANSFERRED THROUGH ME SUPPORTING MEMBERS AT BEARW POINTS FOR EXAMPLE ME ME
57MS ARE BEARING ON LEDGER BEAMS THE LEDGER BEANS ARE BEARING ON COLUMN
HAUNCHES THE SPANDREL BEANS ARE BEARING ON COLUMN HAUNCHES OR THESE MEMBERS ARE
.UPI nATF0 nu ..1 11 F CONCRETE REMOVAL 6 ANTICIPATED FROM ME BEARING AREA FROM
AND RACED TO PREVENT VERTICAL OR LATERAL DISPLACEMENT OF THE MEMBER DURING
DEMOLITION CA REPAR
D CONCRETE DELAMINATIDN REPAIR (RESTORATION)
1 SOUND ALL AREAS AS INDICATED ON THE DRAWINGS AND MAIM PERIMETER OF AREAS
2 SAWNT AND CHIP AT PERINEPcR D° OELAMINATEO AREAS AS INDICATED N DETAILS 1 h 2
3 REMOVE EXISTING CONCRETE BEYOND OEUMINAION TO 9KIND CONCRETE AS INDICATED IN DETAILS
1 & 2
REMOVE EXISTING CONCRETE BEYOND OELAMINAION EXPOSING EXISTING REINFORCEMENT STEEL
PERIMETER AS INDICATED IN DETAILS 1 A 2
5 PROVIDE UNIFORM HORIZONTAL SURFACE BETWEEN ADJACENT BARS OR WARES MEN CAVITY
ENCOMPA5SES MICRO THAN ONE BAR OR ARE
6 CLEAN (AND COAT) ALL EXPOSED REINFORCEMENT STEEL AND OTHER EMKODED STEEL AS
INDICATED IN THE REPAIR TABLE
7 APPLY CORROSION INHIBITOR TO EXCAVATED CAVITY SURFACE AND EXPOSED REINFORCEMENT AS
INDICATED IN THE REPAIR TAKE
8 PROVIDE SPRAY OR BRUSH APPLIED BONDING CROUT TO EXCAVATED CAVITY SURFACE (NOT
RECEIVING CORROSION INHIBITOR) AS INDICATED IN ME REPAIR TABLE
9 PROVIDE PAMH MATERIAL AS INDICATED IN REPAIR TABLE
10 57EL TROWEL FINISH OF UNFORMED CONCRETE PATCH SURFACES TO MATCH ADJACENT AREAS
11 WHERE APPLICABLE CHAMFER CORNERS TO MATCH ADJACENT AREAS
12 CONCRETE PATCH SURFACES TO BE PAINTED TO MATCH ADJACENT AREAS
13 NOMINAL SIZES OF MEMBERS ARE INDICATED ON THE DETAILS ACTUAL SIZES MAY VARY
14 NOMINAL PATCH DEFERS ARE INDICATES ON THE DETALS ACTUAL DEPTH MAY VARY
15 PAY OASIS SHALL BE AS INDICATED IN DETAILS AND OD FORMS
E CONCRETE SCALE REPAIR (RESTORATION)
1 REMOVE EXISTING CONCRETE BEYOND SCALE TO SOLING CONCRETE AS IWICATED IN DETAILS
1AZ
2 PROVIDE PATCH MATERIAL AS INDICATED IN THR SPECIFICATIONS
F
SING
CONTRACTOR WILL HAVE THE FILM ZE
DEALER DF STALLS FOR ONE NLL SIZE
LEVEL PER PHASE
Caerl
Parking Walker
Planning EnglneeNlg RestDrelbn
Carl Walker, Inc
2450 W 26th Avenue
Suite 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
www carkvalker con
Civic
CENTER
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad
Walker, Inc and are not to be reused or
I reproduced without written permission
from Cad Walker, Inc
PROJECT MGR
DESIGN ENG
BPT
DRAWNBV
TSE
DE. ATE
oESCPI11-H
REV IJJ
t
B123/W
BIDICDSET
DRAWING TITLE
GENERAL NOTES
PROJECT NO
R3-2007-037
DRAWING NO
G1.0
SECTION 00410
KNOW ALL MEN BY THESE PRESENTS•
that we, the undersigned
as Principal, and as Surety, are
hereby held and
firmly bound unto
the City of
Fort Collins, Colorado, as OWNER,
in the sum of
$
for the
payment of which, well and truly
to be made, we
hereby jointly
and severally
bind ourselves, successors, and assigns
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Pro3ect, 6064 Civic Center and Old Town Parking
Garages 2007 Restoration and Repairs
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void, otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND sha11 be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid, and said Surety does hereby waive notice of any such extension
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
I I
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I
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LEGEND
TOPPING REPAIR AT SLAB DELAMINATON
toREPLACE
E%PANSON JOINT
®
(TOP OF SUB)
SEALANT REPAIR CONSTRUCTION/CONTROL
EXISTING DECK COATING
JOINT
RE —COAT EXISTING DECK COATING
CS
COVE SEALANT
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RWTE & SEAL CRACK (TIN OF SLOB)
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REPALCE SPALLED DRINK & REPOINTING
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OCCUPIED SPACE
I I I I I
GROUND TIER PLAN OI1
Carl
Parking Walker.
Planlane Engineering Re{WMWn
Carl Welker, Inc
2460 W 251h Avenue
Sub 500-C
Deriver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
www carlwalker.com
Civic
CENTER
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad
Walker, Inc and are not to be reused or
reproduced without written permission
from Cad Walker, Inc
D PROJECT MDR DEW
DESIGN END DEW
DRAWN BY TSE
ASOLD DATE oEscalv'ON
Bev Ro 8/23107 BIDICD SET
DRAWINGTITLE
GROUND TIER
PLAN
PROJECT NO
R3-2007-037
DRAWING NO
S2.1
i
Car®
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(3 AREAS) SB--
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SECOND TIER PLAN �1
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SEALANT REPAIR CONSTRUCTIDN/CDNTRDL
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Planning Engineering ReaWrellon
Carl Walker, Inc.
A 2460 W 26th Avenge
Sure 500-C
Denver, CO 80211
1 Phone (303) 894-8800
Fax (303) 894-8033
www carlwalker cam
Civic
B CENTER
PARKING
STRUCTURE
Fort Collins,
c Colorado
The Drawings are the property of Cad
Walker, Inc and are not to be reused or
reproduced without written permission
from Cad Walker Inc
� PROJECT IVGR DEW
D DESIGN END DEW
DRAwNBV TSE
E VN. FETE oEVCRIPnDN
1 8/23/07 BID/CDSET
DRAWING TITLE
SECOND TIER
PLAN
PROJECT NO
R3-2007-037
DRAWING NO
S2.2
marl
1 2 3 4 5 6 7 8 9 10 11 12 13 Perking Wallc4er
Planning Engineering ReeWralbn
Carl Walker, Inc
A 2450 W 26th Avenue
Suite 500C
Denier, CO 80211
1 Phone (303) 894-8800
Fax (303) 8948033
www caftwalker com
Civic
B CENTER
PARKING
STRUCTURE
Fort Collins,
c Colorado
The Drawings are the property of Cad
Walker, Inc and are not to be reused or
reproduced without written permission
from Cad Walker, Inc
PROJECT NOR DEW
D DESIGN ENG BET
DRAWN BY TSE
RYTJI
DATE
DESCRIPTION
1
8I23107
BID/CDSET
LEGEND
TH I RD TIER PLAN �1
PEPPING REPAIR AT SLAB DELAMINAMON
® (TCP OF SUB)
�'J
RERACC EXPANSION JOINT 1/16' - 1 -O'
DRAWING TITLE
EXISTING BECK COATING
CJ
SEALANT REPAIR CONSTRUCnON/CeNTROL
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THIRD TIER
RE -COAT EXISTING BECK CBATINB
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COPE SEALANT
PLAN
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em FLOOR DRAIN
So-
REPALCE SPALLED BRICK h REPIDWNG
PO TOPPING REPAIR AT PONDER WATER
ce
REPEAT CRACKED WMEAR JOINT
PROJECT NO
R3-2007-037
DRAWING NO
S2.3
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FOURTH TIER PLAN �1
Planning engineering Restoreaon
Carl Walker, Inc
A 2460 W 281h Avenue
Suke 500-C
Denver, CO 80211
W 1 Phone (303) 894-8800
Fax (303) 894-8033
www carlwalker com
Civic
B CENTER
PARKING
STRUCTURE
Fort Collins,
c I Colorado
The Drawings are the property of Cad
Walker, Inc and are not to be reused or
reproduced without written permission
from Cad Walker, Inc
E^� ` PROJECT MGR DEW
J DESIGN ENG BPT
DBAWN BY TSE
IsmEa DATE D'11111noR
1 8/23/07 BID/CDSET
DRAWING TITLE
FOURTH TIER
PLAN
PROJECT NO
R3-2007-037
DRAWING NO
S2.4
I I
I I
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I
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I I I I I I I I I I I
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REPLACE EVANSON JONT
SEAT) (TOP OF SD)
CJ
SEALANT REPAIR CONSTRUCTION/CONTROL
EXI"NG DECK COATNO
JOINT
RE -COAT EXISTING DECK COATING
Ds
COVE SEALANT
N
ROUTE & SEAL CRACK (TOP OF SLAB)
VS
VERT REPAIR SEALANT
®ED
FLOOR DRAIN
SR
REPALCE SPALLED HECK & REPOINTNG
PD
TOPPED REPAIR AT FORDED WATER
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REPORT CRACKED MORTAR JOINT
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TOP TIER PLAN
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--
I
Car®
Parking Walker
Planning Engineering ROSWra00n
Carl Walker, Inc.
2460 W 26th Avenue
Suite 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
www cartwalker com
Civic
CENTER
PARKING
STRUCTURE
Fort Collins,
Colorado
The Drawings are the property of Cad
Walker, Inc and are not to he reused or
reproduced without written permission
from Cad Walker, Inc
PROJECT WR
DEW
DESIGN END
DEW
DRAWN BY
TSE
IssuEv
LATE
DESCRIPTLN
Rev NL
1
8R3/0]
BID/CDSET
TOP TIER
PLAN
R3-2007-037
DRAWING NO
S2.5
NEW TOOLED JT
w
O
AND SEALANT
a�LL
EXIST RflNG COAT
m
WITH EPDXY PAINT
CAVITYC
EXISTSURFA E
REMOVE EXIST CONC BEYOND CONIC CO
DELAM TO SOUND CONC
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EXIST CANTY SURFACE
< ORIGINAL SURFACE
NEW
PATCH
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1'CONC
1/4- MIN
BE NO DELAM
MST P/C ME FLANGE EXIST JOINT
REFER TO GET t/S31
1i¢G
TO SOUND CONC
VIP
NOTES IFCONC TOPPING IS DESONDED OR WWF IS
EXIST FOAM ROD
CONC DAM
EXPOSED PROVIDE FULL TOPPING DEPTH REPAIR
1 EDGE PREPARATION DETAIL
NO SCALE
SAWCUT AND
TOE DECK
COATI,
AT EO
DECK I
GRIND EDGE J
5 DECK COATING DET
MASONRY LINTEL SCHEDULE
CIXINECTIDN
SPACING
4 NOM
UP TO 4-0'
L
4-0' TO 7-0'
L 5'.3$'x4{e
7 -0' To 10 -0'
L 5'x3X'xW
DEC
LIMITS OF
SURFACE
PREPARATION i
DECK COATING
CONC SLAB
TOPPING REPAIR DETAIL DECK COATING DETAIL
2 NO S A E (DELAMINATION PARTIAL DEPTH) -0'
EXIST THE
DETAIL COAT EQUAL
THICKNESS OF
MEMBRANE COATS CRACK
B DECK COATING DETAIL COAT
NOTES i
1 INSTALL LINTELS WITH LONG LEG VERTICAL
Z PAINT PER SPECIHCATON 09900 'STEEL COATING SYSTEM
3 SUBMIT SHOP DRAWINGS PER SPECIFICATION 01300 'SUBMITTALS
MASONRY LINTEL SCHEDULE
9 3/4 =, -D
EXIST CMU OR a e
CONC BACK UP a
REMOVE EXIST MORTAR CLEAN
OUT CAVTY APPLY MORTAR W/
COLOR TO MATCH EXIST
7 BRICK REPLACEMENT DETAIL
=1 -0'
E%IST
asICK
EXIST BRICK
COVE SEALANT
REFER TO DET 14/53I
—DECK COATING
NOTE PROVIDE
STRAIGHT TERMINATION
UNES
DECK COATING DETAIL
4 }•_t _D•
EXIST CONCRETE
d OR CMU BACK UP
a
da
REMOVE AND
ROM BRICX COUCE
BOTTOM BRICK COURSE
REPLACE LINTEL ANGLE w/
UNTEL MOM SCHEDULE
RE DETAIL 9/S31
NOTE
ANY SHORING NECESSARY TO PREVENT BRICK FACADE DAMAGE
DURING REPAIR IS INCIDENTAL
$ REPLACE LINTEL DETAIL
VERTICAL TO HORIZ
CONDITION REPLACE SPALLED CONCRETE
w/ OYMER APPROVED ARCH
NE CONCRETE FINISH
NEOPRE
EXPANSION JOINT GLAND TOOL GRIND EDGE
I AD-HAEISIVE
Y - � R¢
RFD
Nap
` METAL DECK
NOTES
NOTE 1 SLAB IS SUB DINDED INTO DIFFERENT ARCH FINISHES
JONT WIDTH (') IS DEPENDENT ON TEMPERATURE EXISTING GAP WIDTH AND BORDERED BY ARMORED JOINTS
SHOULD BE RENEWED BY MANUFACTURER FOR BID SELECT ,PINT FOR 3 GAP 3 FINISHES WILL BE SIMILAR TO EXISTING
EPDXY COAT ALL METAL AND MINE w/ IN EXCAVATION
w/ ±A MOVEMENT
REPLACE EXPANSION JOINT DETAIL CONCRETE / METAL DECK REPAIR
NO scALE
MAX 10 -0'
SPACING
Cae-® ■—
Parking �C7'kei
Planning Engineering Restoration
Carl Walker, Inc
2460 W 26th Avenue
Suite 500-C
Denver, CO 80211
Phone (303) 894-8800
Fax (303) 894-8033
w ov carlwalker com
Civic
CENTER
PARKING
STRUCTURE
Fort Collins,
Colorado
I The Drawings are the property of Carl I
Walker Inc and are not to be reused or
reproduced without written permission
from Carl Walker, Inc
PROJECT MGR
DEW
DESIGN ENG
SPT
DRAWN BY
TSE
168VE0
JFIL
D1s1R11TILry
R V u0
1
F""U1
eIDICD SET
SAW CUT AT ,Yz' SEALANT J¢' 'N' BOND BREAKER FIELD SEALANT ATWORK
WVVERT SEALANT REPAIR
CENTER OG .I RI Y SEALANT AT COPING
CRACK OR SEALANT L DRAWING TITLE
JOINTROL GRIND EDGE 1;' TOM OR
GRIND EDGE (NORIZ 6: VERi)
GRIND SEALANT
e� DGE x� DETAILS
ATION
BOND J CRACK OR
BREAKER CONTROL JOINT
@SEALANT REPAIR
ROUTE IS, SEAL CRACKS
13 ,•_,•
COVE SEALANT REPAIR
14 ,
� BACKER ROD
VERTICAL SEALANT REPAIR
15 , _,
PROJECT NO
R3-2007-037
DRAWING NO
S3.1
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this day of , 20 , and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL
Name
Address
By
Title
ATTEST
By•
(SEAL)
SURETY
By
Title.
(SEAL)
7/96 Section 00410 Page 3
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive This statement must be notarized If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires
1 Name of Bidder•
2. Permanent main office address-
3. When organized.
4 If a corporation, where incorporated
5. How many years have you been engaged in the contracting business
under your present firm or trade name
6 Contracts on hand (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of completion.)
7 General character of Work performed by your company
8. Have you ever failed to complete any Work awarded to your
If so, where and whys
9. Have your ever defaulted on a contract°
If so, where and whys
10 Are you debarred by any government agency
If yes list agency name.
7/96 Section 00420 Page 1
11 List the more important pro]ects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
12. List your major equipment available for this contract
13 Experience in construction Work similar in importance to this
project
14. Background and experience of the principal members of your organization,
including officers
15 Credit available $
16 Bank reference
17. Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER
18. Are you licensed as a General CONTRACTOR
If yes, in what city, county and state What
class, license and numbers
19 Do you anticipate subcontracting Work under this
Contract -
If yes, what percent of total contract
and to whom
20
Are any lawsuits pending against you or your firm at this time?
IF yes, DETAIL
7/96 Section 00420 Page 2
21, What are the limits of your public liability DETAIL
22
What company
What are your company's bonding limitations?
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications
Dated at this day of , 20
Name of Bidder
By
Title
State of
County of
being duly sworn deposes and says that he
is of and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct
Subscribed and sworn to before me this day of 20
Notary Public
My commission expires
7/96 Section 00420 Page 3 -
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List all subcontractors for the work items listed below and all subcontractors
performing over 150 of the contract
ITEM
SUBCONTRACTOR
7/96 Section 00430 Page 1
SECTION 00020
INVITATION TO BID
07/2001 Section 00020 Page 2
SECTION 00500
AGREEMENT FORMS
00510 Notice of Award
00520 Agreement
00530 Notice to Proceed
SECTION 00510
NOTICE OF AWARD
Date ;;
TO
PROJECT* 6064 Civic Center and Old Town Parking Garages 2007 Restoration and
Repairs
OWNER* CITY OF FORT COLLINS
(hereinafter referred to as "the OWNER")
You are hereby notified that your Bid dated 20',,,`, for the above
project has been considered You are the apparent successful Bidder and have
been awarded an Agreement for 6064 Civic Center and Old Town Parking Garages
2007 Restoration and Repairs.
The Price of your Agreement is
Three (3) copies of each of the proposed Contract Documents (except Drawings)
accompany this Notice of Award. Three (3) sets of the Drawings will be
delivered separately or otherwise made available to you immediately.
You must compl,j with the following conditions precedent within fifteen (15)
days of the date of this Notice of Award, that is by 20`
1 You must deliver to the OWNER three (3) fully executed counterparts of
the Agreement including all the Contract Documents Each of the Contract
Documents must bear your signature on the cover of the page
2 You must deliver with the executed Agreement the Contract Security
(Bonds) as specified in the Instructions to Bidders, General Conditions
(Article 5 1) and Supplementary Conditions.
Failure to comply with these conditions within the time specified will entitle
OWNER to consider your Bid abandoned, to annul this Notice of Award and to
declare your Bid Security forfeited
Within ten (10) days after you comply with those conditions, OWNER will return
to you one (1) fully -signed counterpart of the Agreement with the Contract
Documents attached.
By
City of Fort Collins
OWNER
James B. O'Neill, II, CPPO, FNIGP
Director of Purchasing & Risk Management
9/12/01 Section 00510 Page 1
SECTION 00520
AGREEMENT
THIS AGREEMENT is dated as of the '; '' day of "" � � in the year of 20
and shall be effective on the date this AGREEMENT is signed by the City
The City of Fort Collins (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows
ARTICLE 1. WORK
CONTRACTOR shall complete all Work as
Documents. The Project for which the
the whole or only a part is defined
Center and Olo Town Parking Garages
generally described in Section 01010
ARTICLE 2. ENGINEER
specified or indicated in the Contract
Work under the Contract Documents may be
as the construction of the 6064 Civic
2007 Restoration and Repairs and is
The Project has been designed by Carl Walker, Inc , who is hereinafter called
ENGINEER and who will assume all duties and responsibilities and will have the
rights and authority assigned to ENGINEER in the Contract Documents in
connection with completion of the Work in accordance with the Contract
Documents.
ARTICLE 3. CONTRACT TIMES
3 1 The Work shall be Substantially Complete by November 15, 2007 as
provided in the General Conditions and completed and ready for Final Payment
and Acceptance tn accordance with the General Conditions by December 1, 2007
3 2. Liquidated Damages OWNER and CONTRACTOR recognize that time is of
the essence of this Agreement and that OWNER will suffer financial loss if the
Work is not completed within the times specified in paragraph 3 1 above, plus
any extensions thereof allowed in accordance with Article 12 of the General
Conditions
They also recognize the delays, expenses and difficulties involved in proving
in a legal proceeding the actual loss suffered by OWNER it the Work is not
completed on time Accordingly, instead of requiring any such proof, OWNER
and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amounts set forth hereafter
1) Substantial Completion
One Thousand Dollars ($1,000) for each calendar day or fraction
thereof that expires after November 13, 2007 the date for
9/12/01 Section 00520 Page 1
Substantial Completion of the Work until the Work is Substantially
Complete
2) Final Acceptance
After Substantial Completion, One Thousand Dollars ($1,000) for
each calendar day or fraction thereof that expires after December
1, 2007 the date for Final Payment and Acceptance until the Work is
ready for Final Payment and Acceptance
ARTICLE 4 CONTRACT PRICE
4 1. OWNER shall pay CONTRACTOR for performance of the Work in
accordance with the Contract Documents in current funds as follows ($ ` ,
$',' Dollars, in accordance with Section 00300, attached and incorporated
herein by this reference.
ARTICLE 5. PAYMENT PROCEDURES
CONTRACTOR shall submit Applications for Payment in accordance with
Article 14 of the General Conditions Applications for Payment will be
processed by ENGINEER as provided in the General Conditions.
5 1. PROGRESS PAYMENTS OWNER shall make progress payments on account
of the Contract Price on the basis of CONTRACTOR's Application for Payment as
recommended by ENGINEER, once each month during construction as provided
below All progress payments will be on the basis of the progress of the Work
measured by the schedule of values established in paragraph 2 6 of the General
Conditions and in the case of Unit Price Work based on the number of units
completed, and in accordance with the General Requirements concerning Unit
Price Work.
5 1 1 Prior to Substantial Completion, progress payments will be in the
amount equal to the percentage indicated below, but, in each case, less the
aggregate of payments previously made and less such amounts as ENGINEER shall
determine, or OWNER may withhold, rn accordance with paragraph 14 7 of the
General Conditions. 90% of the value of Work completed until the Work has
been 30% completed as determined by ENGINEER, when the retainage equals 5% of
the Contract Price, and if the character and progress of the Work have been
satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may
determine that as long as the character and progress of the Work remain
satisfactory to them, there will be no additional retainage on account of Work
completed in which case the remaining progress payments prior to Substantial
Completion will be in an amount equal to 100% of the Work completed 90% of
materials and equipment not incorporated in the Work (but delivered, suitably
stored and accompanied by documentation satisfactory to OWNER as provided rn
paragraph 14 2 of the General Conditions) may be included in the application
for payment
5 1 2. Upon Substantial Completion payment will be made in an amount
sufficient to increase total payments to CONTRACTOR to 95% of the Contract
9/12/01 Section 00520 Page 2
Price, less such amounts as ENGINEER shall determine or OWNER may withhold in
accordance with paragraph 14 7 of the General Conditions or as provided by
law
5.2 FINAL PAYMENT Upon Final Completion and Acceptance of the Work in
accordance with paragraph 14 13 of the General Conditions, OWNER shall pay the
remainder of the Contract Price as recommended by ENGINEER as provided in said
paragraph 14 13.
ARTICLE 6. CONTRACTOR'S REPRESENTATION
In order to induce OWNER to enter into this Agreement, CONTRACTOR makes
the following representations
6 1. CONTRACTOR has familiarized himself with the nature and extent of
the Contract Documents, Work, site, locality, and with all local conditions
and Laws and Regulations that in any manner may affect cost, progress,
performance or furnishing of the Work.
6.2. CONTRACTOR has studied carefully all reports of explorations and
tests of subsurface conditions and drawings of physical conditions which are
identified in the Supplementary Conditions as provided in paragraph 4 2 of the
General Conditions
6 3 CONTRACTOR has obtained and carefully studied (or assumes
responsibility for obtaining and carefully studying) all such examinations,
investigations, explorations, tests, reports, and studies (in addition to or
to supplement those referred to in paragraph 6.2 above) which pertain to the
subsurface or physical condition at or contiguous to the site or otherwise may
affect the cost, progress, performance or furnishing of the Work as CONTRACTOR
considers necessary for the performance or furnishing of the Work at the
Contract Price, within the Contract Times and in accordance with the other
terms and conditions of the Contract Documents, including specifically the
provisions of paragraph 4 2 of the General Conditions, and no additional
examinations, investigations, explorations, tests, reports, studies or similar
information or data are or will be required by CONTRACTOR for such purposes.
6 4 CONTRACTOR has reviewed and checked all information and data shown
or indicated on the Contract Documents with respect to existing Underground
Facilities at or contiguous to the site and assumes responsibility for the
accurate location of said Underground Facilities No additional examinations,
investigations, explorations, tests, reports, studies or similar information
or data in respect of said Underground Facilities are or will be required by
CONTRACTOR in order to perform and furnish the Work at the Contract Price,
within the Contract Times and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provision of
paragraph 4.3 of the General Conditions
6.3 CONTRACTOR has correlated the results of all such observations,
examinations, investigations, tests, reports and data with the terms and
9/12/01 Section 00520 Page 3
conditions of the Contract Documents.
6.6. CONTRACTOR has given ENGINEER written notice of all conflicts,
errors or discrepancies that he has discovered in the Contract Documents and
the written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
ARTICLE 7. CONTRACT DOCUMENTS
7.1 The Contract Documents which comprise the entire Agreement between
OWNER and CONTRACTOR concerning the Work consist of the General Conditions,
Supplementary Conditions, those items included in the definition of "Contract
Documents" in Article 1.10 of the General Conditions, and such other items as
are referenced in this Article 7, all of which are incorporated herein by this
reference.
7.2 Forms for use by CONTRACTOR in performing the Work and related
actions in carrying out the terms of this Agreement are deemed Contract
Documents and incorporated herein by this reference, and include, but are not
limited to, the following
7.2.1 Certificate of Substantial Completion
7 2 2CertLficate of Final Acceptance
7.2.3Llen Waiver Releases
7 2 4Consent of Surety
7.2.5 App1_cation for Exemption Certificate
7 2 6Application for Payment
7 3 Drawings, consisting of a cover sheet and sheets numbered as
follows:
Civic Center Parking Garage
G1 0
- General Notes
S2 1
-- Ground Tier Plan
S2 2
-- Second Tier Plan
S2 3
-- Third Tier Plan
S2 4
-- Fourth Tier Plan
S2 5
-- Top Tier Plan
S3 1
-- Restoration Details
Old Town Parking Garage
G1 0
- General Notes
S2 1 -
Ground Tier Plan
S2 2 -
Second Tier Plan
S2 3 -
Third Tier Plan
S2 4 -
Top Tier Plan
S3 1 -
Restoration Details
The Contract Drawings shall be stamped "Final for Construction" and dated
Any revisions made shall be clearly identified and dated.
7 4 Addenda Numbers to , inclusive
9/12/01 Section 00520 Page 4
7 5. The Contract Documents also include all written amendments and
other documents amending, modifying, or supplementing the Contract Documents
pursuant to paragraphs 3 5 and 3 6 of the General Conditions
7 6 There are no Contract Documents other than those listed or
incorporated by reference in this Article 7 The Contract Documents may only
be amended, modified or supplemented as provided in paragraphs 3.5 and 3 6 of
the General Conditions.
ARTICLE 8. MISCELLANEOUS
8.1. Terms used in this Agreement which are defined in Article I of the
General Conditions shall have the meanings indicated in the General
Conditions.
8 2 No assignment by a party hereto of any rights under or interests in
the Contract Documents will be binding on another party hereto without the
written consent of the party sought to be bound, and specifically but not
without limitations, moneys that may become due and moneys that are due may
not be assigned without such consent (except to the extent that the effect of
this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment no assignment will release or
discharge that assignor from any duty or responsibility under the Contract
Document
8 3 OWNER and CONTRACTOR each binds itself, its partners, successors,
assigns and legal representatives to the other party hereto, its partners,
successors, assigns and legal representatives in respect to all covenants,
Agreement and obligations contained in the Contract Document
9/12/01 Section 00520 Page 5
OWNER CITY OF FORT COLLINS
By
JAMES B. W NEILL II, CPPO, FNIGP
DIRECTOR OF PURCHASING
AND RISK MANAGEMENT
Date
Attest
City Clerk
Address for giving notLceS
P O. Box 580
Fort Collins, CO 80522
Approved as to Form
Assistant City Attorney
CONTRACTOR f:
-33
Title*
Date:
(CORPORATE SEAL)
Attest:
Address for giving notices
LICENSE NO
9/12/01 Section 00520 Page 6
SECTION 00530
NOTICE TO PROCEED
Description of Work. 6064 Civic Center and Old Town Parking Garages 2007
Restoration and Repairs
To.
This notice is to advise you•
That the contract covering the above described Work has been fully executed by
the CONTRACTOR and the OWNER
That the required CONTRACTOR's Performance Bond and Payment Bond have been
received by the OWNER
That the OWNER has approved the said Contract Documents
Therefore, as the CONTRACTOR for the above described Work, you are hereby
authorized and directed to proceed within _) calendar days from
receipt of this notice as required by the Agreement.
Dated this day of , 20
The dates for Substantial Completion and Final Acceptance shall be
20 and 20 , respectively
City of Fort Collins
OWNER
By
Title
ACKNOWLEDGMENT OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged this
day of 20
CONTRACTOR
By.
Title
7/96 Section 00530 Page 1
SECTION 00600
BONDS AND CERTIFICATES
00610
Performance
Bond
00615
Payment Bond
00630
Certificate
of Insurance
00635
Certificate
of Substantial Completion
00640
Certificate
of Final Acceptance
00650
Lien Waiver
Release (CONTRACTOR)
00660
Consent of
Surety
00670
Application
for Exemption Certificate
SECTION 00020
INVITATION TO BID
Date August 24, 2007
Sealed Bids will be received by the City of Fort Collins (hereinafter referred
to as OWNER), at the office of the Purchasing Division, 2 00 P M , our clock,
on September 19, 2007, for the 6064 Civic Center and Old Town Parking Garages
2007 Restoration and Repairs, BID NO. 6064. If delivered, they are to be
delivered to 215 North Mason Street, 2"d Floor, Fort Collins, Colorado, 80524.
If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580
At said place and time, and promptly thereafter, all Bids that have been duly
received will be publicly opened and read aloud.
The Contract Documents provide for the construction of Bid 6064 Civic Center
and Old Town Parking Garages 2007 Restoration and Repairs
All Bids must be in accordance with the Contract Documents on file with The
City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado
80524
Contract Documents will be available August 24, 2007
A prebid conference and job walk with representatives of prospective Bidders
will be held at 1.00 P M , on August 29, 2007, at 120 N Mason Civic Center
Parking Structure TOP FLOOR, Fort Collins.
Contractor shall have not less than five (5) years experience in parking
structure restoration with at least three (3) projects involving concrete
repairs. Superintendent for project shall have a minimum of five (5) years of
supervisory experience on similar pro]ects including at least 2 projects with
a construction budget of at least $200,000.
Prospective Bidders are invited to present their questions relative to this
Bid proposal at this meeting
07/2001 Section 00020 Page 1
SECTION 00610
PERFORMANCE BOND
Bond No
KNOW ALL MEN BY THESE PRESENTS that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as
City of Fort Collins, 30(
"the Surety",
Laporte Ave,
(Municipal Corporation) hereinafter referred to as the "OWNER", in
sum of in lawful
the United States, for the payment of which sum well and truly to be
bind ourselves, successors and assigns, ]ointly and severally, firml
presents.
are held and firmly bound unto
Fort Collins, Colorado 80522 a
y
the penal
money of
made,' we
by these
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the _ day of , 20_
a copy of which is hereto attached and made a part hereof for the performance
of The City of Fort Collins project,6064 Civic Center and Old Town Parking
Garages 2007 Restoration and Repairs
NOW, THEREFORE, if the Principal shall well, truly and faithfully perform lits
duties, all the undertakings, covenants, terms, conditions and agreements of
said Agreement during the original term thereof, and any extensions thereof
which may be granted by the OWNER, with or without Notice to the Surety and
during the life of the guaranty period, and if the Principal shall satisfy all
claims and demands incurred under such Agreement, and shall fully indemnify
and save harmless the OWNER from all cost and damages which it may suffer, by
reason of failure to do so, and shall reimburse and repay the OWNER all outlay
and expense which the OWNER may incur in making good any default then this
obligation shall be void, otherwise to remain in full force and effect
7/96 Section 00610 Page 1
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or 'the
Specifications accompanying the same shall in any way affect its obligation on
this bond, and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications
PROVIDED, FURTHER, that no final settlement between the OWNER and the
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER
IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts,
each one of which shall be deemed an original, this day of , 20
IN PRESENCE OF Principal
(Title)
(Address)
(Corporate Seal)
IN PRESENCE OF Other Partners
By:
By
IN PRESENCE OF Surety
By
By
(Surety Seal)
(Address)
NOTE. Date of Bond must not be prior to date of Agreement.
If CONTRACTOR is Partnership, all partners should execute Bond
7/96 Section 00610 Page 2
SECTION 00615
PAYMENT BOND
Bond No
KNOW ALL MEN BY THESE PRESENTS: that
(Firm)
(Address)
(an Individual), (a Partnership), (a Corporation), hereinafter referred to as
the "Principal" and
(Firm)
(Address)
hereinafter referred to as "the Surety", are held and firmly bound unto ,the
City of Fort Collins, 300 Laporte Ave , Fort Collins, Colorado 80522 a
(Municipal Corporation) hereinafter referred to as "the OWNER", in the penal
sum of in lawful money of the
United States, for the payment of which sum well and truly to be made, we bind
ourselves, successors and assigns, jointly and severally, firmly by these
presents.
THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered
into a certain Agreement with the OWNER, dated the _ day of , 201,
a copy of which is hereto attached and made a part hereof for the performance
of The City of Fort Collins project, 6064 Civic Center and Old Town Parking
Garages 2007 Restoration and Repairs.
NOW, THEREFORE, if the Principal shall make payment to all persons, firms,
subcontractors, and corporations furnishing materials for or performing labor
in the prosecution of the Work provided for in such Agreement and any
authorized extension or modification thereof, including all amounts due for
materials, lubricants, repairs on machinery, equipment and tools, consumed,
rented or used in connection with the construction of such Work, and all
insurance premiums on said Work, and for all labor, performed in such Work
whether by subcontractor or otherwise, then this obligation shall be void;
otherwise to remain in full force and effect
7/96 Section 00615 Page 1
PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alteration or addition to the
terms of the Agreement or to the Work to be performed thereunder or ,the
Specifications accompanying the same shall in any way affect its obligation on
this bond, and it does hereby waive notice of any such change, extension of
time, alteration or addition to the terms of the Agreement or to the Work or
to the Specifications.
PROVIDED, FURTHER, that no final settlement between the OWNER and ithe
CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim
may be unsatisfied.
PROVIDED, FURTHER, that the Surety Company must be authorized to transact
business in the State of Colorado and be acceptable to the OWNER
IN WITNESS WHEREOF, this instrument is executed in three (3)
each one of which shall be deemed an original, this day of
IN PRESENCE OF
(Corporate Seal)
Principal
By
(Title)
(Address)
i
counterparts,
20
IN
PRESENCE
OF
Other Partners
IN
PRESENCE
OF-
Surety
By
By
(Surety Seal)
(Address)
NOTE Date of Bond must not be prior to date of Agreement
If CONTRACTOR is Partnership, all partners should execute Bond.
7/96 Section 00615 Page 2
SECTION 00630
CERTIFICATE OF INSURANCE
CONTRACTOR shall insert his own standard form for Certificate of Insurance.
7/96 Section 00630 Page 1
SECTION 00635
CERTIFICATE OF SUBSTANTIAL COMPLETION
TO CITY OF FORT COLLINS
(OWNER)
DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6064 Civic Center and Old Town
Parking Garages 2007 Restoration and Repairs
PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado
INCLUDE
OWNER Citv of Fort Collins
CONTRACTOR
CONTRACT DATE
The Work performed under this contract has been inspected by authorized
representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or
specified part of the project, as indicated above) is hereby declared to be
substantially completed on the above date
A tentative list of items to be completed or corrected is appended hereto
This list may not be exhaustive, and the failure to include an item on it does
not alter the responsibility of the CONTRACTOR to complete all the Work in
accordance with the Contract Documents.
ENGINEER
AUTHORIZED REPRESENTATIVE DATE
The CONTRACTOR accepts the above Certificate of Substantial Completion and
agrees to complete and correct the items on the tentative list within the time
indicated
By
CONTRACTOR
AUTHORIZED REPRESENTATIVE DATE
The OWNER accepts the project or specified area of the project as
substantially complete and will assume full possession of the project or
specified area of the project at 12 01 a.m., on The
responsibility for heat, utilities, security, and insurance under the Contract
Documents shall be as set forth under "Remarks" below
CITY OF FORT COLLINS, COLORADO By:
OWNER
AUTHORIZED REPRESENTATIVE DATE
REMARKS
7/96 Section 00635 Page 1
SECTION 00640
CERTIFICATE OF FINAL ACCEPTANCE
20
1 —
TO
Gentlemen
You are hereby notified that on the day of , 20 , the City of
Fort Collins, Colorado, has accepted the Work completed by
for the City of Fort Collins project, 6064 Civic Center and Old Town Parking
Garages 2007 Restoration and Repairs.
A check is attached hereto in the amount of $
as Final Payment for all Work done, subject to the terms of the Contract
Documents which are dated , 20
In conformance with the Contract Documents for this project, your obligations
and guarantees will continue for the specified tLme from the following
date 20
Sincerely,
OWNER• City of Fort Collins
By.
Title
ATTEST
Title
7/96 Section 00640 Page 1
SECTION 00650
LIEN WAIVER RELEASE
(CONTRACTOR)
TO City of Fort Collins, Colorado (OWNER)
FROM:
(CONTRACTOR)
PROJECT 6064 Civic Center and Old Town Parking Garages 2007 Restoration and
Repairs
1. The CONTRACTOR acknowledges having received payment, except retainage
from the OWNER for all work, labor, skill and material furnished,
delivered and performed by the CONTRACTOR for the OWNER or for anyone in
the construction, design, improvement, alteration, addition or repair, of
the above described project
2 In consideration of such payment and other good and valuable
consideration, the receipt and adequacy of which are hereby acknowledged,
the CONTRACTOR voluntarily waives all rights, claims and liens, including
but not limited to, mechanic's liens, Miller Act claims (40 U S C A 270
a and b), stop notices, equitable liens and labor and material bond
rights which the CONTRACTOR may now or may afterward have, claim or
assert for all and any work, labor, skill or materials furnished,
delivered or performed for the construction, design, improvement,
alteration, addition or repair of the above described project, against
the OWNER or its officers, agents, employees or assigns, against any fund
of or in the possession or control of the OWNER, against the project or
against all land and the buildings on and appurtenances to the land
improved by the project
3 The CONTRACTOR affirms that all work, labor and materials, furnished,
delivered or performed to or for the construction, design, improvement,
alteration, addition or repair of the project were furnished, delivered
or performed by the CONTRACTOR or its agents, employees, and servants,'or
by and through the CONTRACTOR by various Subcontractors or materialmen or
their agents, employees and servants and further affirms the same have
been paid in full and have released in full any and all existing or
possible future mechanic's liens or rights or claims against the project
or any funds in the OWNER'S possession or control concerning the project
or against the OWNER or its officers, agents, employees or assigns
arising out of the project.
4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender,
if any, and the Surety on the project against and from any claim
hereinafter made by the CONTRACTOR'S Subcontractors, materialmen,
7/96 Section 00650 Page 1
employees, servants, agents or assigns against the project or against the
OWNER or its officers, employees, agents or assigns arising out of the
project for all loss, damage and costs, including reasonable attorneys
fees, incurred as a result of such claims.
5 The parties acknowledge that the description of the project set forth
above constitutes and adequate description of the property land
improvements to which this Lien Waiver Release pertains. It is further
acknowledged that this Lien Waiver Release is for the benefit of and may
be relied upon by the OWNER, the lender, if any, and Surety on any labor
and material bonds for the project.
Signed this day of 20
CONTRACTOR
By
Title
ATTEST•
Secretary
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
Subscribed and sworn to before me this day of
20 , by
Witness my hand and official seal
My Commission Expires•
Notary Public
7/96 Sect -ion 00650 Page 2
SECTION 00660
CONSENT OF SURETY
TO City of Fort Collins, Colorado
(hereinafter referred to as the "OWNER")
CONTRACTOR
PROJECT 6064 Civic Center and Old Town Parking Garaqes 2007 Restoration and
Repairs
CONTRACT DATE i
In accordance with the provisions of the Contract between the OWNER and the
CONTRACTOR as indicated above, for
(Surety)
on bond of
hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final
Payment to the CONTRACTOR shall not relieve the Surety Company of any of its
obligations to the OWNER, as set forth in the said Surety Company's Bond
IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this
day of
(Surety Company)
11M
ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in-
Fact i
7/96
Section 00660 Page I
The Contract Documents and Construction Drawings may be examined online at
1. City of Fort Collins BuySpeed https //secure2.fcgov com/bso/login.jsp
2. Mercury-LDO Reprographics www.mercury-ldo.com
Copies of the Contract Documents, complete with Construction Specifications
and Drawings, may be viewed and purchased at
1 Mercury LDO Reprograhics.
• FORT COLLINS 422 S. Link Lane, Ft. Collins, CO 80524
Ph 970-484-1201, Fax 970-221-0404
• ENGLEWOOD 9632 E. Arapahoe, Englewood, CO 80112
Ph. 303-790-7169, Fax 303-792-2936
• DENVER 860 Bryant Street, Denver, CO 80204
Ph 303-893-8701, Fax 303-893-0617
• COLORADO SPRINGS 11 E Las Vegas, Colorado Springs, CO 80903
Ph 719-231-8121, Fax 719-633-5710
• LODO 1660 Wynkoop Ste. 130, Denver, CO 80202
Ph 303-785-2320, Fax 303-785-2522
• BOULDER 2575 Pearl St. Unit C , Boulder, CO 80302
Ph 303-539-1350, Fax 303-539-1356
2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado
07/2001 Section 00020 Page 2
SECTION 00670
APPLICATION FOR EXEMPTION CERTIFICATE
OR 0172 It 995)
COLOMBO OEPARTM EN I OF REVENUE
°OO)cS2 6
°ase, CONTRACTOR APPLICATION
DEN ERS°
FOR
EXEMPTION CERTIFICATE
Pufsuantto Statute
Sedlon 39-26114(1)(a)(XIX)
OO NOT WRITE IN THIS SPACE
The exemption certificate for A hich you area pplying must be used only for the purpose of purchasing construction and building
materials for the exempt project described below This exemption does not Include or apply to thew chase or rental of equipment
supplies and materials which are purchased rented, or consumed by the contractor and A Inch do not become part oft he structure
highway road street, or other pub hcworks owned and used by the exempt organization
Any unauthorized use of the exemption certificate wtll result in revocation of your exemption certificate and other penalties provided
by law
A separate certificate Is required for each contract
Subcontrartors will not be issued Certificates of Exemption by the Department of Revenue It Is the responsibility of rho prime
contractor to Issue certificates to each of the subcontractors (See reversesrde)
FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPI (CATION TO BE DENIED
a8svarroma�w,m,eo meea�sabyoaz
Pcpa
0170-750 (999) $0 00
89 -
$,1�����,,iiyy''. p,ill{,;it,'{ 4`1rhyal}iiv'•4�11 {$pi',�,i' ',•E,,,,tly,
I, ;, {•,{y t i'o', t,,,,
;CONTRACTORtINFORMAT10N,1, a,;•;,{t,;Prh{'',,•{tI' , h•
pa,•,• ,i, „• miw, ,ae ii, „{{ •,,L{
raja name, b BA
m r I a cSei �'me
Ma ling address (Guy Stale Zip)
CoPtact Person
E-Mail atlrecs
Fetleral Employer a ldent fi cr Oe n Lou bar
itlemount foryour conUect
(ax um ar
Business tale Fbona number
(
num ar
t{' pse Cos of contract or agreement pages (1) Identifying the contracting parties•
EXEMPTION INF,ORMdT10N;' ,�,,6nd 2'contatnin st natures,of contractingilmustbeattachedt' ij ,t;ti
(Jame otert•mpt organvalron (as shown on con act)
Petri aganizatonsnumbar
98 -
Adtlressofe.amptorganlcahon(City Stale Lp)
Principal contaci atexempi OFgarnzation
Punapal contacts telephone number
Physical locator, or protectOre poep actual address when unphoable and onto and/or 0°unly (Ies) bhere protect Is located)
SctetlWe m¢, It, ar
Esnmatntl ont nr I.,
,nstN ,on A,u doe
wn,pl911on °alc
`tt 'oat+i Id,t 1�•'I't,gn •t,f, 'rtmnC t IIl• I ",i 4 t i'q (k , ,
li y,' 4'I dr "(" tt �'`,'t '," "(4i ,I,„ t,,�,i,�,1 •,{, b�,,,`,'-I) `' `i t „""�"Y
p„{� ii,, i '(i `4`q' I'� f4 L ij6 Stti I, ti 4nMi, a„�, t• 4,, y, tp„
'(i 'p„� {;•,
',I Ifiiti 'i44 '4t�t) •,�i "j ',=�,t, 1t,p iya '�,�,�is ti�,d[i'�� tF'hi` IIt"{t'y,
,' , i,t
lil in �nli
t „ ;�{, �ni
dr".i'="L41 ,,,,, , „I;i ,I,t,llir h,,,, ,ll, r ,kt, I,i,, ,I,i,,, ,J.,,,,a "r•'•m „r i;j,', ;v;,,,,,;,;',r
I de(aare Under penalty of pepury in the second degree that the statements made rr this application are true and
complete to (fie best of my knoldedye
Signs, rue of, vner panner or rorporate o u rer
n I e of corpora re ofecer
ate
DO NO WHIIE BELOW IHIS LINE
Section 00670 Page I
Special Notice
Contractors who have completed this application in the past, please note the following changes in procedure
The Department will no longer issue individual Certificates of exemption to subcontractors Only prime contrac-
tors will receive a Contractor's Exemption Certificate on exempt protects
Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the
project and complete it by filling in the subcontractor's name and address and signing it
The original Certificate should always be retained by the prime contractor Copies of all Certificates that the
prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a
minimum of three years and be available for inspection in the event of an audit
Once an 89# has been assigned to you, please use the next five numbers following it for any applications
submitted for future projects This should be your permanent number For instance, if you were assigned 89-
12345-0001, every application submitted thereafter should contain 89-12345 on the application The succeed-
ing numbers will be issued by the Department of Revenue DO NOT enter what you believe to be the next in
sequence as this may delay processing of your application
Section 00670 Page 2
SECTION 00700
GENERAL CONDITIONS
GENERAL CONDITIONS
OFTHE
CONSTRUCTION CONTRACT
IK, GI NFRM ,1)Adi d(!tiN,S have u+m develop,) by uwn¢ tha
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Nev,s,on2 2/10/2LL�4 Architectural 24>36 LBN
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Issue Set 7/29/2002 Prchitetural 2036 WW
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Ramsien 1 11/12/2003 ArchKertural 24(36 LOW
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Planwell contacts
Jon West 970-691-2201, jwest@mercury-ldo com
David Bacon-720-220-7683, dbacon@mercury-ldo com
Bids will be received as set forth in the Bidding Documents
The Work is expected to be commenced within the trme as required by Section
2.3 of General Conditions Substantial Completion of the Work is required as
specified in the Agreement.
07/2001 Section 00020 Page 4
I ]u Ott ... .d If Dmuuon I of
ih Tp,o laatm,
I7I tlo-un/auHaa-Th.hmn ilaeardwn IIx,ir hall
lutes Ilu mnenu'g praud,d in Toro mo 004 cL dtv Sold
\lour loop,-nl \a 42111f, `ealan ,named
fran oletotun,
I :'_ a /. ,, an t Requ/anmz, Iao,' m Reytrrsllpn s-hna
mid all appLLabh Imva rnl,,, uphl'one, 'Tdoml s,s
and orun of an, and Al goi rinni tat bndn.S
agenu„ mdnoubeo and rout is hrul$itwuhLhan
I — b 14guf ttol+d✓ya-=shall h nt or }toli,Vt,s �f�3cn N
M Ihu ('m It kon ( al Ilm
!7i tans Lltl6 dnlrgre xatw, mtus6 nl
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1 _d Illfz i no- A rnaripnl Tom sp ,,iTd In do
TA,mm, Ik.um,ots idoutrz, to nn irt,riaJute .or,plown
LLA, or hen, In o-n I I Subdmlunl t onphu," s t a6 the
I '< .lone of lemd d nmun not", h, IA VI IT to
dI, 11'lYthnl n I c,'eful btddm string ilmt uprnl uvnplboll,
'v tl, spl..run ;nt,,s Anl ledd,r Ruh thr a...lai ns
pinLd,ni nnn.uunl Ill 1 nhin Ili. (rn'. +Ixub.d
(AI ''PIT ulii v_n vu,i ddn 6 ih< lyttement
120 Aml... m fnxea! , uuttan IM", gn cn In,
rat,, [ ], III( O t l 1, url t nt Own 'col to I' ma lb,l I L}
l,%lT8 On, Wo To „hilt tl, C. ,,noo I'Im.. ,Till
.omm,n,o to Tin nml cvtandtt U, IRA( I+lksMll.l'd
'o rmtxnl (()MITMAOR`I obhgnlatC male Till
i7wo rt Ikxumflne
127 fMVIR-ILe public Ld, ar wthonn,
(trp.a ll ton n1,,,wont, fmn u pnvvl w11h „h.un
c fN I h lCTOR Les emend Trio the lme.ment I td for
„hrnn lb1 l\olkt to 4 pro, Id,d
I 1alval I W,Z'iva lko by a�tti'[IN nt a
,1W,IIImlh ,rnnplLt.a lxut a1 ThL Il,(,lk to, Ill, pmp,,,.
to ,ilodl n o m,cnd,d lot a "I't,d PoIl e) puol to
Sulu Iru ll e nvpl, n.v, olall lh, hark
1'I) NL8, Vol,,hionn,lted htp'ru'} 1,
1 Tn 14 nmic rmr 1'. too "t" Lida,brg and. at ,, tmv
& Tina, Ihu. of , 111,1, I, ", d ,d sterelmd c nd'unn of
t,Itl"flittc III Ite„w, I6,1 d,gl«, IAll'la❑ nrnt
147poind r,, ,qua" n„h th,olla, su.h 1 od
petlokum Ci.l od nl +Luly, od reline west nL kutt,em
n,l 04 mT .d „+th txh, r non 7Ia, mlou 741 la IMI uud,
o16
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IT, 1, o,,dal IIIT fLI Ili, Cmauvl D„Um,pP muy be tls
pv I "I'll, n.a d .,Iio, In d, Conit I,i
L.,u4luv,
I,]It &lcu,.., t1, SIll, Il.,f-b+u.,, sI<u1lnu,luv or
bvptodn't n, ,I n d I, d, hn,d b, ,hz nhlln 1, 1 nzrp} \,l of
t n 111 � I 11 It It , 'III, ITOtt I9m k I „m "I'l- t
x I T, 11 1 Ix l I"I 11 I'll l ,Ili i,,, 1, l npoII
Ilb-1 (421'SC'Wlion _)I I o Iol) ae Tonended front
Till', toll.,
1421) Regularffooking Ffo, r-R<ywlot rvatkmg hour,
on d,IirzL'aC ns 700m' to DtN tPm ,m(r., oth,n,lse
yx.rlli,vl m 17ke',a,erll Regouem<tn.
1 3, Rttrzkru hTima Represemoln, l lu awhowed
nyea„ntaue. of I Wlt V1l R who mat b, asviermd to th,
,A, or l.g pun ilw rot
1 it Smrgle,-M lsal "Topl„ of tnatmats
eympmem, n unri.mimh'p 9mt rlre r,presmtntne A
,om, pomon of it, Aod Toil uhl.h ,,obh,h the
^uuldvds by Ill su.I' p,xvun 111 the Uork WI h.
Iudgad
]3, shap Drvunny, Alt .tn,am< dns;nns
dill ont,an , Illdlla, and Ltlxt dtW or Iniunnill.
a hl.h IT, ,aclIoA\ lrflored or izutnhl,d h) or Ior
Ct�VT 7�pfl amr wtmate,L In t (-PtT 1oR to
111111W tL 1II.L roonon of the 1Vork
1 '16 1po,,fl atnn,-Ih,xr pomtws of the (Ili
I1.1'ncnM,ol1r VI1,g ui ,m¢cn t,c}tnw-ll d"i-truons ai
nntr.rmle, �ympm,nt k,T IT YILLUM Nt tuns q mdudx nod
w,vkmon,hip Is ell to to, ),Aork rod irun
admnvurnm, JonOrs nrpLmbl. th,xeta
lit YWrcouna,ra,An uaIRTJtul, tmn ucol7xvrnon
haung l dm„x wntr is n To t o+ I RA(' I ( lR or n th Im
oth,r b'ub..n,br,tar for Pm Rdonn m— it I, pelt of the
RNkIll ll'R It,
1 13 Srdnl4+m rt 6nmrko,o, II, l4nd for u
siwttted pill tltttmh Ede pox,wW 1 to the PTI }Mora
,it tho oll II PYWVJ-FR n amlLna<I 1,
Cn(1fr[LR', d,fuume "adnvi, Tit mbumtol
t-oopkuoo n I, sulk nml, Complete In „utnkmte+uth
The CoW180 Do,unlml , k ITO 11w Moll. (or sjv,dl.d
pan) ,m he unliled Int Ili, %apoe. for „6wh 1t c.
in"n "I m it no -u<h U,na1C,a 1, m."i, „h.m It,
Ik Ilik a compt— and rend, lot nos[ prearart a,
LIR1,In.d h) 1,All,I I k, 1111Ln t,wuun,nJ rzton of
lanil p ry nwn It) tC ,,Oo u, ,,1Hl It vagmph la 13 The
am , " ahou a t"dl, ,mld", rod ',tIIMUnunih
rompltt,d' n, appbul'o adl of Inv' d th, it ark ¢„r ro
�uhsLum d C,>tnp ^tlnn tM I,ol
13tT sryp[, m,nrns rmuAvmn-lhl port of the
"IMAIP,l IN;' mn,ntt "It"h mnn.6 o1 wppluru91 ihes,
4clrrnl f w,lmm�,
141) Sofrfra, A nlmmte✓um, fel1olloIl u4pher
do dnb nor maunalman. r ,.odor In , m • I ,hn,t u,ntr,lo
unh OI emh an, 1ulx.Lnnre,brt to
I111111111 11111,1111' 111 Lyulp1A114lo b1 tnlnlp+mted m Ili,
1P xk by ry.lsT21f"i p,; ,r nn Sub.. ntmuor
1 41 4nI.... nn>( 1 l,l/me, III ","dune ,cnilud,
llw, ,uhke ,u„ m oh,l„ ,nuha rants TwID,1> of
.tlxr old' ill 111u.9 IT ItImhomnts )Ill ono .T,o1ol1nts
.,neon... wlit fn,dai,, v,41, hmr txrn m.t,,Ikd
uodearound to furolfi in) t vx tolla,In_ en I.e, ar
in nor r,b elaaaev% gt+ar Re In, hquld I+atvieum
pro,Iu,tq td,phon. „c o,hor welmunaanmts ta61,
teaue„wn se,wgr and 'Evanagc"in "al vef t, err(Itixt
mmn,I 2a[cros or u vie
142 1,nr, Nnca 3,114, till, , to he inid (at tut the NMI
of wu pnw
141 1,wA--1h, e,ua, a'a"IIE al wnnrl'um or th,
,armor, ,Ipurmtly edwidiab), pai th,aeat rttryrred to he
Iuml,hed ued,.r t&. C nnvom Faa¢atevta 19nrk mdunks
and Is 11x r,n,il al p,rkvmmg or In,mnhmv lehor and
famishing rut mcarrtahr{n materials and equipment tun
flu wmtru'u. III,, pubre ny;,x lurn"hara; v,n¢es and
futm.hmg duauneat, nll n, wdened h, Ill, t.,untn,t
I }U,ym,nCa
144 Burk Clwnv Ufrxfi,e-A unarm dn,,tn„ to
C0,41 R V( I OR I'I'l ,nor one, the HIM, e n.,l,- of
rile A "IM Ire - o slang ar gRSsPR Ind al'T ,Indcd
lg in, k%,tf iL ankh>gnn a ill di rle, "I lt7uflie
m rile I od. .v rsp,m,i in ddOw i or uI, 1" u,
ph)u,d ,ondmam ed I,, uhuh the \t wA Is to ix
lmriu'm,J n lvocu4•at v, (nrngmph42 ,a 19 v m
en"alnuas "'Idle pnrgnph 6a' A uOrk lhvoy,
I me,, alll not d,,atg, th, it, 'It 1'u, of Ow t a In,
Iurn bar[''l it e tba,. the ii,ne„,xalk rhtt !h,
du"I dlI,,[] I rn dn,unwntut by I Wea6 t'6 mp,I
Dueelnl adl lz Incogtaand m a satneglmnd, ,:¢xvl
Yung, Ul,i,r €olMumgn,goa ewm h5 th, I,.mvs as,o as
Jiw.r it vn) nn in,, (nntra,A lily` m (tv,v,u I rvne< a
ptm „IkivyxtngJnph ill ?
1 4, if ntren ...R- A nraerl nmtnbnom of Ill,
(onunct Do,mncnp, ,Igtwd h, OWN IR u I
,_Q,T}:N.TSih" on or alter the Wwrext Da, or tha
1prc,In, ln mxl nermaih denim; enh Ire wn,ngm„n,q
,v ,vmAhm,vl nllt,r Iiw, nnn9, c,,nsnven,ml hied
rent' of the Conn „t Ihawn„n'+
Viit( I.} 2 Il Off's lRl III t1 ILRS
Driller ofjlnn 1,
21 w'bat r,011kAt IUk dele'r, the , .,aed
Agrumrh b, t)l X[ R, (-( l It V I OR 'hall aloe
, lntt to to ,a,R m.h lioratt
b., ",pi 'd to fuvtnh ea vu rnmmu o dh p vzlgraph
t ,qn„ of Daernenr,
( Ili III k'h III fiemt., a+t UV e4K lOi ap mwn
«pers nak, cthu,ur.. g1,1nxl In the luppkm,ntm
Cbn lnaxle; M Ito f orm no U<eu ,an t e, n ,In IN,
mcr try la 0" 1111aaun Ill tlu Work 'ud,nomt 1111111
,in 11 Lanrdnd idler nquoa at w, era of rcpnJuc•aua
< enunvnwnrere III onnncf lour, Yufinel"imorel
IN. Qxlntwt i Imes Ill][ I nnm,nc, to nor on the
rinruth do char the I dw", Dice of dm ,yn„n ern „c
p I U, Id djl 11 111111 "111 11, I, , (I "0 h,Ongn
art,} r, I e f 1" 111 1 J \S VU,H i, 1.011,YI 1 IPt er n
II I:ouca Io f1vu,J I, pen on th, dm mll„;„ul In the
''4arz. to Prn.,,d I\ @real, ur iM+,,.,Yl man I, gn „v m
vn) tune nnlun thin} ,It), after the Eilat¢, Dale of do
Age.. mere—Fn-no-µern-u-r1N}k-t,unttuet-Aimµ,
wmmarne-u*run lakrtlwn tier "sttreth d" offer ih"y
oI Rtd l plit lg o, the flemnth day atx thz Hlm,ve Dia,
,1 the Agrcanmt w ildle a date I, entire,
Swmng the Rork
'_4 (ON rRA(' I OR dull 'tart Ill rrl, rm the A ork
,m It ill wh,n the C'omta,t Tun„ , taint anu. to mn
lard M, MIN shun F. d), at the ^nt pnor to he d am <m
„ h,ch it, C,tnn¢t I tmcs wmminc, to run
Begun S.., (mr,rmchon
's Bit,,, und,rt,Ing etch pai it the Mork
r_021 RAC IOR ahall ,an lull} sund, end vra,n, pre
Diann Umtmmty and chca and i,rov Nnaricrl
riure, ,hoot thuwn and all alq,li.,ble Field
n,e tarmm.nt, ( Y)YI KA( I OR tieall prI r,fN)d In
utmng to PRIIIr1 I, in, ,onfhu Iller ambigm6 or
,hcvcpoInq elvoh (AIN'IRV [OR real d,vxlr rod
shall abnm 1 „nttcn mrerlk,wtrw, ,z ,I mf,anon treat
I MAM I k Ixim, rtm,w,Img uWI an god, a(t,c0.d
i herlte,Ixnv,4v COVIj"I1OR _dell )max "N'ao
OWNIRor F\(rlypF_E21"11[1101er1 Ilroatam e,a'Itleµ
vi e, x, ,enbtonr ,h o"t"nams In
th, r',nanm
U,nemuns unktt r UNI kA( ME, Arww nr r,awnably
shnni I ha,e k,ann th.r,nr
5 11 ninn tan dv}e ,dac ill, C(te,m, Pat, of tie
�IIIIIILnt (..Illo,l,eaule, spw,fi,d In the. (imeral
12„gmwn,w,) ION'I R ,(, I oR 'hill -uhnnt to
iyd7Iti 7LR to tee Ili,
261 a px lumn „} pnnv, ,. ,xhl,h,k mdsan�2
ll,a error, pmsnh,rs of days , t d rtes} for aaming Ind
wntplrtma the , I¢lou+ el, i It till Ea ad,- m,d,dav
wn Vde,toeu., yk,lla+l l,In, ( mamilemmmlb
742 a pr,irunan ahcdlAa of Iiop 1), nmA and
Sampi, sulmunds ldach ulh ilia ..tell n.qua,d
a,fmnmal mxl U1r,tmn lvi sulmunlu* w, meat, and
pl—,Er, ud, w617,u II
Litt'_ i „ bt na_ CI fw I'll- 1 uh, dull Iv
a,cl Plab„ ,h„ 4 aloes I", than -'I akndlu
.brit' , „1, nu,,, In ) er�nio,
a 3 \ pr,hmnt u, 4,halul, ca µla" to, all of
Ill, §Voe5 "Writ ud1 ...Jodi quunuu, Imd punt of
alum ,wy,grtmg in, rant! Pnu arnl lull
I a'di, I& alµ t\ or4 mto „nnp,m,nt Iva,s a vlllaelrnt
'Wal to „v„ Ia in a le, pl,v,,. IM}nan,
dit1110 Can111W lI I ,u,h p,na= aril adud, err
apprelx,at, mount of o„lhrad mu profit tary,hu,b1,
tv I'll, ItCm QI 1%'ar
"7 31(111 10+ Rid, t ten vx I Aural
[OM I'V IOR arsl,)" At hth ill m,h .RI „r,> Ol,
,Allot (M,11K rill, uqn,, o+ eaJ, rokldlonnl e"."d
IlInnted n) the lupplamental' ' nldwo, v I "I llh4_I Ia
arhhciix of Inwim e anal oihrr nitienro of nm,mu,
whah .vinc ei thai+ or eny .1kne+r>al mwnxl nee}
ro tsc+lI RAo'ttqucsi raur¢uil (IR FR} Much
t0d! rdliT(iR toJ ot,I)MRA-res)to 9,,Non1 ry requmd
to purdil'1 and iamam m aaorilanee With
Imrtglnphs 4 d a 6 Wild +?
P1110111LI YJlOrlI OfifOCM1fC
1b Wolin harm dsslsaftel the Wnlmd7minsInito
nrn but N kre any A A at in vie to mined a amfere -
aa.nd.d In, CIXITRlf.. FOR FN(',IhFLR unit others as
ippmplm.. udl IV hctd to cV,61 h it Wvodeleg
undenlanmw among the NVn. as to the \oleri, and to
d,eW, tht ahedWes ref, -rod to, m (asrngrrph2 n,
pracrduna Lx Imicheg Shury Dnnnn_ne and .nhnr
mllnnhn.i, Im�...acni$ i,p�+(tisions torPu)nunt aid
malnt Lime rngwred ra„rd.
111M.Ul Lteprnblrba LeIhI
211 I aLss nherar.r, plomdad In tlu t ontrad
Dol.uonnls eFkne t YI Jx}ro i3Nat mtnmx rta* of Hlrlit sl
`,11 4"onlw, I'll pniman Ixtnu-nm Welk n tlm lac ixotnv
t w)nlemna at"INVJ M t.U;. K\(k Stl: suftil hR
Wad others n,, ilrywy>f,on, dteppi_dnt di 1,
held IJ "II.0 6v amrtaini t} to Ik 41tihhR a.IvawlJed
wk. % WWI enhnntted in Iitrnd.n" "0,
psragitph2o. • al dh. utrnt,.I SrePetat I.�ipgnl�m
rvaiIRACIORshilll"', ut alf,in x. I ten days tomd.
wlraenom ,roil ndryamana Lill m .olnplItc and remhmit
tht IIIII ICI all Prngtev I"nl.nt ehall Mr nvd' to
fA)', I R h T uR om4 Z schttiuki un, cubn and to ntd
cc.rnble la I•NL LIM 7'k is 1xrn lda{ beh. I III,
(ooNes 'ehulak alll in, n..yetlhl' too I-XIAV 1N ar
plo,An an Ms )nvt+, evnon of Mho 11,01 to
'nmpl.nnl Winn. am q><ufell Atlita,mv and the
Cont, ter I im" I sncha, Willa wa W ill ntl d. m ILI, on
I s+il'sI I'R r"ra lb9m In. In, "Itwivin . s@Ixlnhng
at plan", nt in UorG nor I'Virm Wal or Izhevc
t o 1 I'IV ION Iron, CONI I NAM, I OR a +ill
rulwnuhdln OW,.,n VVN I FA I, rVR's n.n ko, it
shop i)mw nt ild a,oyl, sobs I'vons Will to uax,.15nh4.
W l etrl a Is I. prou.h% I eatWk .itaY.m far
u.nwiv and pro," Ing the I"Jolted vtjuals
t I • I A V I UR) 11MA Ili I des W 1Il be script 161.. to
1'„blAIlk I telam, and ^thnvx.
ARM I1 3 COA112ii I D(N.hVi111% IN] k I,
AVII %DIN(. Rbt SI
Im"'I
,I Ih, t+ nhnl'Duumantv.ontpuar to
anl,.mst odae.n 1 I 'Ihk Irxl t(,',IR 1CFVh
IIo{, ill, Wl rk Iho <oniau Ucwm Lim
cornllwn'm llt „hnla.,IhdwbW
wII.J to h, t11 11s ,wmIII 17.xunwu Will 1,
,I )WIII J n, r.=crdu,.r •,Ith On ha It dz plL_ of the
+_ It w the mill It ikc t oa•nn Doerr» cots A+
I1IA pl*1a' I nAPt [I vµ I' He a'pvt t 16iail
u "I"111 It,11114` ILDII11+rt0AAtllt4 I 1 m1
ahs+.nhe i humiarmih eelnl, k e I lorcd (or }Lin therwf)
41 1anrvruded in.11orJrm+� With tbI (','nlraLI
DiN,ommt.. Tos A vk munrnts our eg.Wmu ISM ma)
W.oN,bl) h. mt'rred firm In I-conl'1 rInimentr Wr
Imm IuWv uhny .usmnt or Milk mane ne hamg nyu+tetl to
Ir"iA r the itliltAll math Will le aVIlIhd aid
,,I,, I'd Wihithcr It riot spulli..dl} Balled For Mn
Wants at phirncs Wehleh IVw i udt knonn ted o,al cr
"latmetwn indutiln or 1.1, .,,Wa, t nn mad to
.k.xnbe +Mork matvtnlla ar equlputent, sud, Words to
0ml11 'hall br nuemnnd in at.oniana WA that
mruing Cln vt'vtt,xls Wort Metope umoln of the C'nWu:ut
Dolomenb drat hl IssucJ br, kN61,41 R ,e, prutdm in
Inlntgraph It a
33 to Wndurdt and Iperlpmnnoil of
leclmun( swories ReParsrlg nm1 RI, ... liwg
Urnrepnnctes
3 3 1 111111 wo to eilodird, clxatrunone
ion wk or oxb+ot an} is Inn"d wean oeg.mmnwn
or I. uuon or to the I nas Dr k,guhm ro of any
goi'nnnental nmlwnt), nhltha +u.h mhrem.. he
I'mhc on h, Imph..mlon tell Ilan the lot"I
n,1 hill sry.ahan,a,, maned, ' t, ar l ane er
RIIIu1,1Mons m e11e0 at d1. [mallt op,nulg nl BIJ, (w
.a, (IV I flan,' Dul or tle \gnel,nt d than, Wm
r+o Idldsl, "apt I m+r Ix olh.ru,W sD..lhealh
wted m the t_ W1i'a1 IJ.ruamnt.
-32 11, dunng the ry,rhvmnn:r I the Wad.,
W O •, I R u l OR Whsrxwer+ in. wnk t, 'rror
amhgmty .e aLW ,pmm omen to Ctmvaet
hilooluvs or 1111 ren th„ t onto. NNomentc and
Ine, pmlleou ri an, .uh I uW no k.guiuhan
erph.abk to in Ixrtatm uu.t of 6u V, Wh of of any
su, It o nalol d, .p,, moa Wm, nI It... d ur "la, IN of etc
nWttnnt"lnt mr'wl1,hrnekmd tom pultunph Lj
U)NIR\(JOR hill upon it Io P. idhbE.k in
wnttng it nix an.i, I ON ItrAc rt A2 'hall not
pia..J ul(h Ihr SBoik dlatt=d In.nlx l,utpl ill Ito
auelL.o.,t I, uudten...J oW Imr,k; 'ph 1, Sq untd nn
nmrnd n.lv +I, sIt�phrI to 16. l MUM Dh➢m�.tns
rat b , e w.1 Il4 I,, nI it,, a.th.+,ts tale rI'd no
Inrivaph Is ,c plouck.L honerir that
l')N1 RN. jok ihlti rot w lubl, ["PAW, it
I AL'I'M I Ie for rnkn, to Igxu v + ,id, "lafIxt
ennr ¢nhtaunV In dh<rgrm.W mderi
1I1111:AC(Ulk kn.0 rr nawrabh should I.W,
knaun UI...ol
"11, Lsa10. ntIV, u< slrull,uth vetld In if,,
+omn,l tI'll uot.nn .W in b, provd'd M
am'n..num or .[To, uun U11na IUi0.1 hm e me el Ili
to,"'ol, Indtcnv� Io Fua,,Lph1> or io Ih,
....I.ion, oC the C nu al I howl. ,l Ja11I 41k.
Irz., ,Li,a in a,oh utq Inv onN,, error ambtgum
or ji,atapam, wto"n t1 1. ircomatnna ul III, I: (,,,I
t M..um.III vI J
1 i n I th, pie, ton 'f em .ud• "In.krtni
sp",I, Lion e,+nail met rn Irovu+ior Ivh. her
.I ;'Ili 11 ifILAIt utIIINII tc.l bI .elu.nu m th.
( pinProt IIJ,iment,I I
1312, ih, prm taw, at mw au,h II a
R,gtdmiont nrghcd+R to In, I><`rttrnren+,.. of the
\cork (wd,a m.h an A the
(aofuwm at the fonh I,Ikcum.ro wouldresult
1. .Iolahan of Welt Law,, R,bulaUou)
,3 4,- _ II -be <<,rnt_ of oanlh,une_or, ,mbtguous
p7M t,Nu ynLtAe p.yad,nI o,ttthe IS' Lvct1tcttu
m+xe <"M1111 off [Al Ixx,Jeou "orihe II
No p, rnsnn of in} a tch nsndnrd spcctn, Ivor, manual
,ode of nnnucnon denll bt ell"ute to ,banaL the ,Noes
,cd nsp,n thtlNv ,IF ()RT t R (rUk or
I>ll;1'f'CLR or to of9f,u suhonu[,tore m,Inah wq
2m, nr r"lrner- born thou Kt loth in the ( ...[rant
I)a-umentq rcr' s1m11 It bc,fleot,e to ,,4n m()i1AI k,
1 VJNT I R of tin, of I ,(,INI I Rr Cteonlmntn, igoLv of
cnph ,,,, anf day or nuh,xtt, fn aolunlse or dues the
Rini"iulg or jerim n,nu. u1 Un Bork m me, dnty o1
suUtmn, to undo Giko mqx nvhdlry )ruof,ownt ,rnti th,
Ixaf tslon, ut p n tg"J"I 9 13 "1 fiy 1111xr prof n«vr 1d th,
I onnntt 6oumtems
14 Wnmmv.un tb, Cornrrc" J) ttm,rnsthe tnnn "as
oa'ercd' as dtrc,t,d', ;a, egon,d' "Iu fIlrna,d' 'as
mpn,„d" or tam, ui hki, o&,t of unpat ef, unfl o, tl ,
idlectn,, Wasonable, nnilb1c por{ r"
1w mane aIM' rn 7d1„ hf ev of hA, +dlwt or myx n ,,,
,wd ht deurfH, a ogwrrinfon dmctnm unwn ,v
ndonow of b 1(, NI1LR as to the \f orl. I Ie mlend,d Um
Oln „pr.mmit dua,nrol t,fansc Ot l0,1I mdl be
"old, to ++abnl, In "."IIh, cclupkud flprh for
mphun„ f, tth th, nyuvanrnb al rrQ mlomnmm� f,, Ih,
G,lnncl D000mnh end ,,,nIona w,, vt,th th, d,,ip
txmu.at of th, wa,phW p 11111 old nun.ocllmya alnl, 1,
slnnur o. ¢.Jturied w th, I".arrant Damnent, Cwilcls tlxre
I, I ,patb, vemmmt r nk mr, otfim no, ,! I h,, ox al
anv I I,h 4.1111 m ad)c, rn e 1111II nfe la ettwto, ...Iry gn fo
Idt6ISt I R rn, chin arautham, to suounnaor direct dm
Tamara...=. or rrrhmnarl, of th, gork or m, dun or
n th,mi, to umhlt,h ..,Ion, hdm Mfli nf} to Oa
f on, or p,. tgenph'J 14 ar nm oh,. prm..ion of If,
f"'A' u, 1)oanmt,
baen.A,, rou(4uypluntrttur{• t anba,t lltmum"a,
I[ If,, (mean,[ nn unanb n , If, dnl,nd,t to
prtnldn Inn tJdamrn J,I,tlon+ and r,f, on rn dw Wort
or w mod,t, On tnnnv and ,vmlfttorn tlunol m one ,r
nI mot a. I'll„ ma fsaf ,
1 f I u lomn,d iA, am amatYuun
I': e C'hana., ntdtf ,put m tat to Ton gln[4, 11)4,
ol
EhVr�t I .,RV++,I,i,,,,1�IttU��19Y,f wAII Vn
,n,rIIYof lore, a I l Y, florin ll,n+ AAatl f ,z,,, of
l>' t ilwk ( lunge Dne,au (putatunt to
pent, nq+h 111
LS In addm+mf, Ih, ,it not a, N ,Iw t,wttert
Pwnmults may be supplcmentul, and armor ,unatione,
and ,k,mbone in the kkort nin} be authcnaLf m on, of,
Inon of the Collor mg ways
i 9 I 0. I wkl Order (pvnc,t>ant of [strng ilphIt i)
±h' rtiGrNPl7R, 1pTro,n. ofn Shoplhaxtng lr
SinnnR (purn,ant to prtn+a+raphs b 20 alW 6'_7) of
361 L_1V1I1f8ERs Ivnn,o wn'p{,1,lthzn or
,I ,nficmon I Invsuant to Ixtn3nph 9 !I
Ruuw pjPm utnoia,
i I Ctj41 Rh(., I OR enl any �W ontnnb. of
xnpphnr rr oth,a pm,m or rttpninti n pertontmp or
fitnushnlu e,v of the, tkork oink, u direct o, mduw
panel t 11Idn OR "I R (1) shall not have tv if glnrc Io'
ail, to of onn+hlr "gill, m arw at on, Urmvlss,
lrnahnmu
"pns or agar chum,.[l for cgnw of w,,
dnco.ol,{ ,NnclbyorIx-nng the sal of IVrdAhlRor
I' f,hAF[ R', ( o'..Imn„ nxl (w dtalI ,,It Iww nn, ut
,,,It I)rnv v., ljI if OaUoff, other t1k unmet, vojn„
on,vemtrav of Ih, 1)el,ct <x my IINI frtopvt n alma[[
dawn ,m 1.n, o, f Al, 1FR and Ins,,I 71 i R and spnth,
,f nu,n 111 ni, 11111111 ,dq+Glhon rl I \„1 V1 i k
UR 11( 1 h 4 -A %All, kRUA I ) Of 11NDS
SIUSLRIM( AND RIIVSI( V (OADI TIOVS,
R FFRFVF R()1\IS
i,.IW1hA aYLnmd,
4 1 OWN E.R Ut 01IDmtslt ns idw n, it m tb, Conu „I
F) ,wnenta th, Ilvhls ul,,,rI Ishlch the M-1, n to be
fcrlomnd unhrvotI'm "Id 1m,m, 1, «ee
lh,wo and su,h athu finds alu,h if, a,.¢;naad (of d¢
ua of C1)7'l R1 TIER Upon vea onoII wI wnm,o..p
4 Ai,,TI fmm,h-I OtIR-As VlFt-tvtth st-wrral
tteteel4m 111 rert+d lee d n't, an'l II d"ofnon of tht
land, uixfn-wm.h dw o,"l, I, w K. p,rkrolm nand
ANI It, mt xcat thxam ,, nuexvamtar grvtng nntwe
ei of hbtng v meehaath hrn ,}urns+ snd, In,nh in
rxerjdarne u,d,-rtryf6whle Puf,t axf,l R,ia000ff,
OW'd , of ukotft, to, ,,.,00ki if... orrountuns
not of g if, nl f1pplu aria bun sI, uhn Ms r, hwJ to v u cl
11ndti so fin coshed e Ith ,huh Cf, ^ 1 EN-, OR n t11 1, n,,
to mvpy It ivrn,,mtra Jr, IAor6 Ia,tvn,n[s Iw
plan ,nmpam mmt t ,vu.r, I or ,IIItaus In e+a In,
Iflohn ,mIf 111), of+t nnttl and i>nd ke b, 011'� I I unk,,
oth"Ita pros ukJ in the r'miract Ulaumalta it
Ctj','[ R VI]f, >It wst oil,TR u, unfN to aI7o on
oa,tluuun a or tbf amount o .,oat of nnf 1111
m nx cwuoa Ida, , if,, Go,vr"t I fno , r I,wlt If
nI} &JI, m "MM 1, f himshwd t[,, c [find, rights-'t
I1vy ,r m,xnreoe, l cf d7I. VI_ I u12 ma, not,' a ,horn
therefor I, p,If, tded f, Vr,J,,, li f,l L:
f0"1R%croR alnll pro,t,k is all 'Wilio itlaud+Im,
"I'l Ih,rao Ihot amy h, nynlad for 1'ri"'mn
amvnwuon tnnllue, of ,lane, of matmal, Irul
,ympa,.1
13 tuh,urfa, a and ph Y.C.1 l onantnn,
1' 1 Raparte and U.muug, Ronnerne m made ro
it,, 1nniknl.nt In n oa4ltwn for '"Ili of
4? 11 ,Suhlurid,e t onainon, Thn„ npom of
L,plelnumts and ewes net , It le lace ,, ufAns at nI
umnalooa to Iha tine g t Yana Man u anL b,
I V(riVTt R m pr.panng the Cvntrxsl 15ceumLnle,.
Iml
42 1 2 :`tn Hard 1 ondvmaa those dnlalmza of
pf"o, d umdlp.m+ m oe rciatm3 to zmefn>¢.'Shot
ro sal"Inito, a1,wa's net e, uvlllguou, to In, .Arta
(c,capt Imdcremtmd Fsnlill") tlmt hill" barn
ouh,,A b; Phdt1TLR in pl,patmg tine I.ornaLl
1)a,Innm L,
4-'2 l lraw f Rehwae a, CI A'(R K PIP d whom- 4
1,Aa l,,I [,,I. { A)h l l Ai, 10R al, II, 'roa III,
_,,n,l II nau Iy of III w,hnmal data° mnrann.d m ;uch
ahx'IN Ind d1 a"me, hnt 'Id, rq•on, and drm, ug, na clot
( om,Iu Zhn.umeaa oW, te,hnlcal dune I, rd,nllhed in
III, Suppl,m,nt.u, landmat, t '15I I01 own'alit., on
;a,h'w,nm(II d a ! I OM R V(, rOk di n ran ndy up nl
IJaAl.o an, Linnn n¢ oml (Al" I R FN,hAI I k or an, of
f A67 V GLR's l onNlLlnh n N, rrry.ect qI
4' 21 ade complal,nccs of such nfaf, and
d, mina•, for CON I R A(PURI, pullne:,>
zlu,hng hit act Jiant,d to in, asp<an, of on,
ma nr,ilwl,, Lxhnlynl% 11VIl,rl and
pl a,,.dld as of mnwu,Don w b, em Plm,d be
io„IkACII)R Ind .tell plew'uum and
pi,�-,mms m,,d„nnh,,,I, n
a 2 22 oil". Jute mtdq.tatanooa or9n on,
Ind mfa m xlcn wmmfnd net sud' Irya.ea It •hod, o
o Audi, ad an "I'll III a. og,, of
42 _ 1 au CON I kAt'1OR ale p1mmon of
du ,,,nrloslcn dinned ll,nl an, 'ta.ho¢a1 daa" w
ury '11Lh ILIe' m0.,pr.[rtiolo apmiona „r
Innlin141(161t
4' 'nnc. d Urf/.mt ,nhvufod of Pfn'del
0Ii11,V-tOE, bdi,,.7 dut am
whlurf - Ir ph, It einlLlton al s ont{n,au. In ih,
thataunw, I,da nu."J, nlsI
4 1 no1'ahx unun esw„IINI11111aa
in, I"hi"d.11i1"an .lhldht UV I'AlAORn
,ntul,d to r,1y Iveti d.d,,(cant,,,rh44. 1 and
a_ umat.n dL mI... ,,
u or su,h I Ilia" ,, to Idyuo, I
dram, m I hL f A nva.,t ! )c,unnnt, nr
dtlkra uo none db. Imill tltui<ku
1 IV, A lKI „,%IJI M,"01"b 11,11, 1,I'll ,I
,+A ,I• It,l<I�Cllit ll<]llil(111,\�If141'�����a
did,, 1,d III dt. t enva,t Uv umeas, or
42 14 b el on uaSiNa nature and (14'n
ma,n 11) I= Lartnhlaa+aldmend, uuxxmmted
,ax1 galll rcwgnlrad IR Inhnrtnt III titian of
th. dhna,la Imn,Ided Ice In ttn din Coni
f 4),Au11a n, then
( OA I R 41,1 OR 'hall proln AN maiitl1 atet, i
IXMmIal, aaarz dmnol IInd h.foi, fmthu dutarhlrI;
,nndmmrs Idhalttl lh,abt a IvrfarmuNj urn k%od in
,mna Pion Ihe"e'lth I, an eacreemy as
1,nna.d b. ryvagrvPh F, _9, nonl, OXVNLR nlxl
F,1GINFI R m nntmg atnvt such .ondm.
f ON I RAI, I OR shall lot name, II t,lrh ar, h I ondnit+no
ur �.,I., s,,, Iio,l, m coamtloa d,,n,wth („ee,,pt as
nfulus,ud. mild Icdgpt of m slur nnkr to da w
17! Fk,t\7 R', A""ll LVANIdR adt
Ixelord, r..nm, the pertmGn cIldmom d,I'MIm6 ft
IYK',n, of fA{ATRroMnonnu ddmanal,jdorawnoI
t"ah,ulh m IXN th roo Ind nd,ta MINI R m ali mg
n,nh I L'qn to Ir}y 11d4t rUR) of I`GIAd"1R,
rmlatgs and mnd.. ...
m
d_', Pmvhk .only„ D,,.oia, Ch✓o,, 11
I 'LtrGAI LR ,a chlds Iha a ahoy,. m It,, Contact
pox dm,+lh 1, rapnnd u, 1 rc.ultcl I,oudman dim an,I,
one a, moo e of III, ,avgw J" m puagruph 4'_ i It 1104
I hnrg, Dlr,etn, ul I I K,,4, Ord,l hill I mIi sl L.
Ixavld,d n, Allld, 1�1 to mfl„t and Adman". d.e
conx.plui,., of ul,It,hng,
426 A ... 4L f'n,a o.1 films, infirme.... An
"4.nIahk I,Au.mnat m thud ,bnhacl Face 11 m hL
I ontte,t 1 u x, or & ih n aI be alkndr,l to the ,ttetn thin
01, w,41n, 11 w,h umo,®,.1 or IL., d.xi Londmnn
GmCre in m,n III or d leoa ul t OV RAA-IOR's m.t
oI ,Ir aloe nquu,d taI patdmn mow of he'toa sobjent
Iwx,,,( to the IDYoa ug
4 _' b 1 wch ,uncut on nnI e ineLt Inv oue OI
"Iola ,e in, .,,¢,exm. ,k..I111"I ar
,a I,, pIpl,, 4 2 F 1 Im, uf,,J, 1 :. 9 4 m0111 1L,
a ,h vg, in Ihd ( ,mianl r)mumano
l dill nu I„ pa"R"I'll o ,It ow 1, an
n2um m, mthclvagon of rror I undmm..
pmxd,nt tc, n ll,ni to nl=v.o,h aUluatim nil
1 „? nth I, p,u w torn, that I, l,nd Gn
lu I foil ,m, B,,Ia net) nryudmcat m (,nerve
., ,,It Ix ubl„I a it pnnl anv, oI
twin —igloo lu utd II I, and
4^n4 n)A,kkCFOR hdl not Ix ,mitkd
In nn miµr+'mrnt m dIe , rnIu w Rid. o. tins
u
4'a4l ,Il?IGVlloli }n„ 'd
11, w.'_o,.. m� o,11 «'loin. It Ihs
unta t0„[R'%WOR nta,1,. 1 hnal
umimlun,nl I, OWCI R a rc,pw or
( utn„ Mile and (Ann nl 11mc h5 the
wbm,.,,,i of n bid a 1'eaonutng balol
und'r n ncnunau.l "'nua't "
4264" th, Lvslonc, of ouch
.ondaam ,old rcasor.bly ha,, t x
,h r,,,u,d ur n, ... I'd n n rewlt or con
,wmra.amm, kplaali n
tau „r nll.h at de nu and rnwcuous
,roil r,ynrrt,l by th. 13,dduu
Ralmnntents Qr Contract IA¢um¢.I, la b,
ccndudrd tg or fir ( IWrRM'rOR pnor
to CON CRACYOR', makaV sxi, imd
unmmltnttnt nr
42o44 Rih 1 R_AG I OR coded m
gne th¢ x nnrn name wnbm xhL hmc and
as %,Imo l b, nongmph 4 2 4
It ORNl12 .nod C,)SIR1Ci012 are umlrl, to agrm m
roVd,mcm to or as to the amotmt If I,rkGih A in) such
.yunnble +Idpishnull In U. Coolkim %I,, ,n ConV i,I
lnrxa a Jmn con, hL mnde th,,R, in, pnn rdul n,
Arp,l..II mJI] 1laa.,,ROWN17k I',Rk NfTRand
I„ al`.LI IYs < onanlfnnt, shall nor b, LahL• to
('O%IRA( )OR for col ¢hrme, cost,, I.,or damsgrn
u Wmill h, t'NI A(IORon of Iwnnwtlon wth m
ahu p"I"t.x muapomd pro).ct
43 Phi, urf (befitiwl-f ndergrnund 10, dares
f : I lhonn nr In.6"t.d I in, mtwmah.11 In l deh
,hown or md,tlal m tlx ( ootntt Uouim.nt, wtth
'IT).1, ro "I'ling lmwgtromid Faeflnlas .n 01
,.ontoguom n nc� wtc is 7>u.d ,m imonmtuont and .Lu,
tillnn hedto ORNFRw hV(ilA1Il btB.rnwmv of
,ash Unduwourui raof b,, . tn1,
oth,+w pomd'd in III, lupf,awluy,
C wxlnion,
43 1 1 Ir11M•R and LNGIM LR shall not tw
ngi llblc fu th, a„ nrs, w.omill, I,I ofII,
unh moan ,Imwv J,li end
4 1 1 2 1 h, am of dl al d" inlim. my w.11 n,
md.&d In tla r'anno Pic' all CON rRACFOR
+,ft hn,, ridl n>Ixnvblit, for u) root.,,in_ nad
,h„l, mg dl.mb nofonn lGIII Vid d It I,(nf!coifing
III nahwl,d nil,
i'aner.ut Uxum,nts {nn ,vnalunnon of the li4aA
,nth tN o"nn'rs of ,,It I ... b,pund !albs„
dunnp "'miru4h('n mJ I,,,dr. art,, nad
pr.iwttan of ill aI'a hn,Lr,wund N; ,r6tl„ as
,","I'd in Ixrmp{rp}I r, 21i I'd in; mrvgi nIn
.Lmnkc thcrdo nIulm,y nnl Lhc Rork
4 1 "_ 4ri,7ioi»I ar 11,4.,no.t (I an t ndagrwnd
1 "lla, i, mamu'd ,r , d-I u m .... A'p i, to
th. .it, r.nd, .i,, not o-houn c,r rro.L.a0.d in d,
. cm1—t IJttonr-, CO"I k\( Wk Srmli pnenprh
o,diit,I, ari.. Ix Luinlnu I,, i,, ih,,,F �II.I Inl "
Illdh.l u6stmbmy umdmor- 411LIJ di i.b) of
p-d',ming n,,, hark in ',,v-ti'n d"r"In, f<uyn
m nn ,nnr,mo,e x iyumd by ps nLl nph b',)
rdmnft 1111 nvnLr 'I ,u.h I1111 IIIJournl I I, Ihl null
f 1. I n „ ^ 111.N t 'T V' llOh, i 'I U n (I IYn I �Rlimn
pn. xl, r c\, to but onnm v, fo JAU .I,,, nl
h',kikp, 'n I,olity `M[ dIt inwnpth xww,r t it
Un,ktoU.I i hin e 1, delcrndx the ¢a,nt II
my iu .dvoh a ,,h urge I> r, III md m th, (.tamed
N it, nt.tocdl..t arni.kaa lin thc,IwlltverxIt
of Ili vf, on of the aciyruuruJ hieCil 71
L's(rl!'FE FR ,oncluda, UI\ a change e Ore Canvx,t
1)cwanOk- n ngtnitd a ,d , Chnrne UV Anvx LI n
W 1111, lildr ,, Al b. rsau..i da Ixc. iti,d m 4nic1. lit
to h I'M and dcw,nnun snth ceru N "llly lll, In,
snhtlm' -AJ J' 1t.lf)IY �I 1 )e rw{xruibla I.1
Ih, uda, . p","I'd a wd. UrvMr�h6 it)
CUNI'lluT rs pro,Id,al m rogmmh I
thn I FR .r t 1 , ,4IIIJ
or w, b, a0 moan m,rcaxo m
the (, I,, o ,1. ,1 coo it tu.uc,n at ,lu Conttncr
w U. nr v,,, ro the c<moi tl>,n th¢} tiro atrnhnathla
todw,eWon„maia Ln.kth, "liq une
,n that ( or m V1 O no th, (o,11'. ".1 Wilt
mill that (Old h i,' ON ,j Intl[ ton of mu1 could
tar tresonehly hi, Ix.n cq Rand
d 2+ he marc of R
tohmc I, Ing,, It �,walL Rnud rpvCli 1.. 1 OR
nrt vmihlemv..x onumtlant tokithe III,,%
I oath of xn} nu,)I sdluxm I tit r onrol l Puw
( iau-m.r I m c L O d( R if a I I cos. nivk, n ^I um
dwr, for is Pro, VI Rf \niche I I grid I? 11. AN].,r
( o 't h V6 L*Ii r 12 and I MAN] lot
f,mwltnnFa,Fnllnot Mlnt+l'r,+CU''II2 At it7R for
% dnIcal la'-.,, or uwun ui or
wuuneaf II lot t ItV11.WI.,,, ,tm wimlFtnm
ullh irry (nh'r prol.'t .1 anb...}vnd piyut
R,fv. e l'oultt
44 Oib:.IR droll prnid, ,,vkn.mg+ sure ys to
sYihli,h 111"Lin, Iw¢n, till comlruatmn whnh ,,
VRQINPLR, ludptik,n ire uu.awsry to enable
(ON1RVIJOR to piaud uah ti, Rod.
(011 R %C1( I2 shill b, R I ymu out Ore
W,sk sIml l piw„i end pro...... III- o l ibhehed retrsaou
low, and ih itl i' A, ra rinnt,'s or rd4rmtom I shout
in, puor.vm,n „plain of of (>RN R 4tib)RVI,IOP
shall r.p.,rt In L' ACI l R e lno,v,, emv teRmne, print
i, [car o d,wttm,d or ie,uneo i.hx'awn tx,ruw of
,h,uid„ in pled, ok 1'anur m and thnII b,
,ntx,Its,bh ht nc� iwm n, ru+laum'ut or felowtnwf of
u,h nl,nn,. ixnnm h, i+m(La ills dl} ytuhlnM
Ixrorrn,l
39 irbe,tn' PrB, Petrottuin If=,d,x., It nr
Rad'.Nne Ilitci'd
4 s i Oil 'I R h dl Ix i.,p,nytblr 1, am
\Auilx ],('III I'll n>h im Ilnnu. h ni' w
RAII n.biL'Ii nLs wf una„u,d,v 111111111 Ihr III
I,hl1h ml rv,i slLIn or i'l, aid In 111 l,vnun of
'ltv.dw aoa, a id'amnd In in, r„ont,I,I
Dmtlm'n, mu b, edhm .he "la cl rh, @ixl and
,, huh ,, n 1, ,,nt a ah 4mrwl d k ip, to p,wr,, (m
T11'R it' L'pm,J Iha,w m .omoauan o, ah (h, W...A
't On. ai, . lk 'I R ,,It n,l I>_ irpar. nbk Car a,
emu nr .t.n.1, b, u,ht 4, 1h, It, in
t7 Py R li OR Sulu,. nwnx,in •,upleh,.r1 x
unn. 'I' IOI unpin IIRe,(1OR t,
re,p)",h1,
d , 2 --C«VI R ,(21 OR 'full xum vhately-(r 1 A "p IAt
It, I, lnuratx o1"uttwth milk harar<buv.ouMxm rant
ar-dey-nHe »ikwtea4-tnurad+a-fe3aelx-nt en anerecvn+
m-wWtlmtl-Mr-Irerzayvupkn-L+-x«xl-{te�xxctrf;
ivWtiwt t, i InA(+1N}a R-lnnJ-thsadim-conhnn
swh I filth - unirngl CslUldhk ^hxt4 promlxl}
cAoNj is to TNtr[ 4 'pa eonceneog the li t ill, , Rv
41RAI id IR i C19tloa ,r-wil,d ....@R CO e4a11Mte w, h
he.M I A mtf R ,h ll not IV
eon.whFwxubaxk-d-arty.
CCYti{lc,(i i£}R u1tu11 not le rufun<J to tewameRwY
Iron aLLh-such F»tmrJnas eurc}rHc+rt+x 1n xnv
wch xflaeu.I arse-until-+dace-AkV�.FR-}n,.., oil I"
(A) rc9uoA pet q .J ,at4w.
thtrrh+xmi dtFtxaeJ ter
th f`q,, R„ f,odt.ito fai t, MI. flrA-itI, haiftwit
thnr ,+a h <»ndnwn andanyN'recteJ nrea it I, hev be<n
iefaflred +ofa-tcr-flw-resamRxon--dF h—.1,
If l rlxtd,rng efn'wl^.'„nd ewixgtfamme0 WN-1 llolflf sash
< Rn'I d)12 wnrxrt Leo es illerHItic"nerll to s
tiltl HmetnrI Or rural[-d�flft-HJJtMORnt:'If anP 1n
<ontru,t Nnvx w-+Arwnst-7 utreo-as-x-r<raath .d-sail
1L rn4 stnly+r�Jw such rrpeefalc-14*rm to 1, whwh
Prwkpill tiril, k,a,] ,I,, hmi1F tc+Il temuned
cnh,rInnI ,.1 m"ke n.Iona rhefafv ns lvwlJrJm
1nx.lw I I arol 12
1_S 2 —{ I-A{rJi firhJltN-a4 Y.IJi) wX+.IF{I-tNFlll VY)bNfo'0
t
riVCR.iC!'3R J«r cot rp;ra-to awlm wch ar+rck
I,rd oo-n r.xcW- ,il -Ixlfe€ n et tI'd" -I-ax-.k<s-nrn
ngrx-m-Ih,,,0-"urn -l4,I, wader-xroh-im,l d
,<vt.txv+m that fN4A4R mn5 rKduf wch lx+rtmn ',
ikx luaN1,-dva-ts-in-a,wx Yi+wx-tww-Ne ,10d on,
wmheoo - I n" W N aft od al en I RAI 14 )R- loom
the LYork- 11-OIVI'al endct) ill14 k9k-till'"'
nRf<a ns td mxldamunt tow lho xuttwntof ov[wrt of m
.,d{trs+mmt-xl ant-1nGx"rraet-Pr�arHomtrnG-7xlnrr
,., n m Nnh ,+1-tkldlr mxh {.ar t oFiha-kr f}evr
afher 1x1rtv pl m ry m +ka ,}Hart thx.+ia n" iotak,i m
Aette{„a. 1d-vnd-IR-HW l♦•k-ennw}aO NIC R" defAn
xeaaer M the-LtaF-p'crkmrnJ 6v +i
lour+ al efh«is 1R a<rorJaftw w rth ;1L.fe 017 7
zt s Ir. tilt Iullm "MA jxrromxl lw Lnms end
l.,�ti Muc"n -UN Vf R-- hxl ¢nhnnuk- ufd Vxdd
hxn9,b^ CO?.1 [d.1G30k---Snla+nrlrar-[cva
Ol , k-R 't,a rf�bbkv-{taendlsnfm, stilt
Mll.er an't enlplct ces 0-mi otter
lh,,,, I s, and uM.a,ntr-fU<[,-M axt-If-mid-nm -o
them kary nml i.11 t-all cku mx"v'n'M.¢ ...l, and
dlmrig„ ens1W out It w „auiuut h<nn adl
l ,[ 1,aef+m ndlmn 7a atui mlA,I qun,M, liram
ark hr, ao-alanmcr a ate r6ntnhle a ixrllH urJcrp
• e 6nr s. dw xw rn rherh ce to Inpn xr ra d. Stru.,non
of
Ie than +Iw 0.ob
idtlig ih1, klm, nre fhi IMli
l
,f IM4,l to ill" rna C a 611 o
041NI l-t. rodamnq+nmna er eny "'Ill "id 1�_afn+1 the ,mt~r•,f +++tf,.'+.d-that }"mans r, arnnv s•
an+o n�pL�a.w
+-s - Fht pw+lNaw, of iwralu.-4-b+.rn4 s .-,+re
+me-nren,v ;-h appryt,, i+iregos-ix lN-I:vmhtrm-
I [e w ana N xae ,x Rndrwl. 1, o khtl.rr+l4 urn+v wed
ul re, ealll at till Site
l_+�o, of 7 r v c a,iv u,rh+. uura trnx 1,ta.o
ra 11}vlir 1511]}r I11S +I1 rI11I I�AIf. ,1a<Ik 1^ta i+,3
ARI RI LF-iH?VDS .l.'tD IhSi,lal,(.[.
Parforumn.e ltlma ntund Uiherldanid
3I UMRl(-FOR +hill hnmoh P,rt,xlnulxo end
I'mrzuut ilmh wank it, tin amount it lem ii pinl m th,
Convect iT,,, e, u,i,ntl Car It. Uithlul p,rltmimu xnJ
Ivyfuc+nt of all (OMR.`IUOR, obheutwu ulnler the
( on'ntu Dl",,,m( lh,v Dmi, ,hnfl nmam m,.IFcct
,it I ... i unid aac twr rr(ter the diw I lim ftwd pal Wren
Imnmz duc ",rt r, pro"ded ,dull ea^ h) I mia or
Rgtflaporc. .a he the i-,rtnd lk¢vmcntn
C ON I R 1( I OR afudl "1, hi""I, ai,h MV, 9dn1, xv
am r,gmmd h} t1l, Supplenovttnry t mlitren, All Iii dv
,ludl be ill the Iml, p"ttel lb"I Ilt,th, Cofllucl Uwmnrnis
„ary+f as 7nrn tdul dthafu7se by xtt, ex Raculnuoro and
ITbe m,ilul "wail wrdms w nm nmmd m III,
mirror till ot [ auryrcmcs Holton ( crtitilar . at
Aurhof ty n, lacpwbir Sm,vm vn pa4t d Yrnuk end It,
\,...pnhle h.mmn; (mgwnfu, x^ drh,lwd m
( uadar570 Iamenck10 hr the \udn Hf[p Humat of
(murlmmm Fimam,it Olwnb.ma OS IrcIarry
IM7lrhndn VI RtIlds eIgn,d It, m "ncnr mu,t tit
aw>mpmee] b} a ,Quill-0 .,,p, <t wch a� nf, nu[hry lB
11,111
sj It till lwo, un env Hord IuinlJad In
C ON R:N.I OR I, doclued a ltlydmpt w I11.v11
,n^,dvcnt s it,, I3ht m do Ixmne,- f tunic nod m any
Itat, +t It'll nlry p.,n of lltc 14o1,d i, Im•cd w R ,c +x t td
ri"d thv n[putnnr.IrtS of pah"gr xph 5 I COAIRv-rOR
,I"all t,lthm tcn do, tl"mur ft,r atFr,tmn...ih,r (lend
and "un4� r hodr of a hldr Ina,r tw Ic,,II d 4, to OR NI R
i 3 1 erenwd bureue+ aml ln+arrn ( ed f...1,, aJ
Lnuran.e
91 VI {swat, and Inuvmna nganed In rho-
t ont•xt t Ihrauanc na Ix lvr+M axl ,nil mmonnxd
in I-ANER ,, W'+fit ir_InR shill I, cbtam<d
IAxil sump nr mraI, wmpm,, t'm( n, duly
h,., od ur lmit,m'd ui [hb Im, "la. n nnehah ill,
It ole.t e lamul to ww lkwds ,,r uum 1 ne polm"
[IV 0, hmlu"nil ai Y,efl,L1" ,qmn I Such titu.u*
rnd msmarx, nnnptlur• N6dl tin na.n .u,h
¢Idmuul laltnn en.ro+S and ytnhhcotwn, n m o It,
,lo IJ,d itth, Supph7nunan ( vlhuorn
,t ((A IRAIOt ,h,ill kfil. to OlV\IR
"t d)t roperto,rt.h IJda"Yfd l"iaJ IJnnliMtl mth,
i il,d o , I. I k.1,, n+ .rmlu nr s of mt,d h,
flkA nIt .vdcm, of ux,m ma r,yu(1), b+
Ut)At li or it nlhu' Iddmonel numd) nhtch
t 1tilfrost IOICl nc umd mpur<hxm '14,lt nunr
m aewnlanu. I, ill, Ixx el Iph 1 n,Y\4=A +J.JI
dJL,ai-ta-t"ONIk iirink .,q+no- to x�rv.k
xd,htro wlm
wnd rrd Iha+fi,d In , ,crp "Ill 0.,
C eenlrif(aaE a+itOf,al„ m( ,I["r,) ,kill aaixf
r.tdeau..€'rn.unnb r-ic,pk.f„1 l,y, +) Lf ll"I R rI,
w tilt other-nJJnrtut. IfwureLr ,1l h 'Ain" R rh
gaveal to lw,dm+J 7lv.oenaef m u,a,ee4m,e ittlh
mra arnphs+a urd N? heraol
e UT7RVTOW, f rrrbihq lwnum,r
14 th'ti'I Aai 7 OR 11,11 purdnw, aral mtu i ram I,h
hnbildy and otha ,eurnnc, w n apprupn,ae for um Nark
Erring ferimned and furnished nnd ne „ill praetde
7botecnm Gom dorm, set rcmh b.ioa a,n h may mile otu
of ar ruult Irom (oylk\t_rok, rwrfnmtmuc nnd
fumi,lur, of in, Rork end (I)\I RAC rUR4 ,xh.r
11hgaum, nrnlcr tho (one rat U,xuntcnta edxlher It u to
K pKormul Or lurm,hel by COWRACIOft an,
�nt,,ma I"r or Snpphn 'n by an)ate dirvah, of
Indrraxh unplrnod ig am of ihmn to lnrt e , or tumr,h
an) Of do 4t urk or b, nmvt ne krc xh. n,t, and of them
ornv N Imhle
S4 1 dame tmdlt ImkerC wmpnsanort duabi ttv
,.into, vui Nher mmr lar onpl o oa bowN rots,
,41 nlnw, fu Jwrenn,x hceeau of h,Altp inn,,
u,culxnfrcnnl yui..n..s w tbs,, x dwth of
lY 3V rk ,r�l RR'^ unplow„
, 4 i him, for dvnng" kwuu of l•Mriv m)uq
sieAexes or dimvmc, ,v d,th of env ix.,n, other flan
((IN rI a I( R', unplo. „s
-44 ,lams Inn ,4imogc, ircuta{ l>) enunxnnry
perA_r I ngnw hvbdu, te, eroge.1- .1-7ai9vmN
{plw,+m pe+rs,nves.e e,wa,k a Inn ,hler.e-dnmtle.0
mdnwlh relaful wild ep,plm mepf cd anb p ax»t M
,,the k-}4ktH2-or ;it}Iw-nb5 aNher-perkvi-Pv-am-
Mhm rmatn,
nil+ dorm kv &n,I", ath,r than m u„ W,4
,twit Ixomw cI Imw, to a desiluo,on of wnDbl,
profxn} ah..r.n,r In'xf.d m,lwhng low, or Ill,
r, adunp tlareltm, and
<41, daim, mr Jannh, ixcvw,c of lu+dtly tnprn of
d,nrh of ran Ixr.on rn In,ry. n, damng, Inca,, out A
tht m"w"hip mnunutmac a me or no, intro
neht;le
life pUhpw of mntnnx, r, l"pi,j b, the p nngi aph >
ro 1x p,veh I'd rmi In npt nmd'hall
5 17 wah nbjhd m nuui mu mp,,d Be
pvntprnph. + 4 i lkaugh , 4 d uxlit.,, and s 4 9
in, aklrinmel ut-ouvf, to im
vuonnn. „Jrnmm iI 11911t of lnoi,atornd
Iuiv`m) , MgNj R I �'(il'i I R HN(li l Lk,
' onmlt In(, and ram abut p, ra Ol cu, min„ id,ruh, d
m the Jupplementat, (.JlldlbOns all t,1 "hum hn ill Fx
hu,d nS atldnmr al In und, and m.huh. ua,rne, lo,
In, m+l utn< ulir,a, prof u"pio,— , nil adt
lddtn, .d ,,, ued,
> i8 uxl id, th, ,(tvfu . , ro=es,,,l I, nn«m
iot no' l,a ihm, Ih, Irmaa , lydu a pro, u4d in 11n
Suppl..m<r Uit Gexlnroru or nuµnr..l by Lo",
Ii,gulauoix uhr.Ivx,r nyrtnrer
<411 u, It tde,am pktcd olxi viom 1 mul note
f If (✓ f I YfN\l � t,4L11'r al lRn A(I ],�, 'illllavfr
wr (l !l , 1 t� I<I , I,I I IF1 li�n,ll l( tlri 4SIfl1, 12vrix i�
+41() Sn,lud, ,omrram.d Iurhdrb rnuvm.,e
anenbn WN-fh1c"CaR, Indemnity Ainnu,nn
undo pnOipnp1,x6 l-' rr Ib.11,31 timigh tr34
=411 nnimn it prmisnm lr,rui,cumau 1W the
w,coeE, allonl,J will not be utmallad nmtunally
thong,d ,r mle, A Ietnkd tutul it luust tlum J.rry
pia I,IIU,n nattu hn bwn gl". to Ull^v'-R and
( ON I ILl( I OK and tc eadn oil T ad hu.] nnwad
nd,nitfal to tlx ",nppl,m,nfar, fmJrtnms to Ohm
A uodaaa Of atanuarxa Inv, Info lesuul (nnd the
.urbhcate, of snrmnne Nmuhd M the
40 •r't fiACl (aR purewua to `.rag ph 5 3 ^_ will w
PT" Id, i
14 12 mnno in C11.1 it taut umd mutt Pa}pant
Iwl It ill mind m.r,atur ufxn ( 0.l I R V,I0k um,
!e ,d)ROhn$ rump me a n pL,,. vkkan e A orh
m "'Ord"."', Ith ptrapiaph I? 12 aruf
a ! R with r, {'rot I unnp'ded orennom
luwrarn,. and vy m,m nu, a nuen on a
hip, nisde Mat, rmmmm In adect tar w I,nat t,,o
„nry almr f m tl p Iprogn (nnd ( t$11.1( I ()it droll
Imnrsh U14%11 R InJ .,nth ainr Al ureur,d
ld rOwd m it, ln,pl,muwr, Cmdmcmvo ahem
, u.mhm of wswan,n he, 1,,0 i,,uad C,"nt,
.nr tarlon w OANl k and inn w,h aAdanmal
n,m,d ni uanuwtta,n of smh mmnn,.. at uml
]msiomt and ooa a,nh,r,ntmn
ul Y,AI IY', I rablLp invtrnnre
Iu ,ddmun I, uvunrw.. nyun..d4 W lu, pro.I kd
b, O,MRACIOli undtr pnn@rapbi4 r9WMT at
Ailom n,n, purdtau inu mamum it
Oil x('R, ,,p,nv Olt �f R', own hdbihh rmuxanm a,
„ill Jxow,I OR NLR pm I Immvvhi,h nnv urxham
II'll, non, un,kr llc ( on^ act owmI 's
No"ern Lnumm,
,It --II'l , Oheww iv.wnkai, the S,Imilunminne
wnhrtmn o,.kN li dn,,i pmJmx- nnd- nunnta,
lsupenn naearml-lit ,the 8... 91 ,hrvuo-m lh"n,"mt
,I the IuA tathtm to WjI
dednwhk amwms en-mal -Ix 1«ntded-m-the
Aupl`Ier*n,nl,ut-(vnutn nt or nywrcd b,-kin'v end
Ra_nIlNu,nv {hi.m,um.x,,,Mtl
,bI ux{,nde the-,N,eAe ol- (AVMR
SoAIItA6I09--hrd,min,ert,-.--Gh61x.N,R
L',ciltil hh n l.d in in, p l mm MrlA pcm, to a
,nabai 'b"11 I d in m.I Sapp.mmuen -A)k int Onz
ends ,f tvhsn i. deemed ce, hn c rap tin!... b, I luete,l
,Ind Qa4la 4,�ulsv un is and ar nil,buoral rowed
5 e'_ lr ,ruten , n e I?mlJerS Rr, 'ell nil m
I4itl ,3 ,fi,IHl anOW„4 4 F I,pin llElt
„}wh nr-bra„,%ttk+t tvlwmx.,_k+-gmp-to
'I"d frbye14.vkamivrc,n IwdArr>os-'t .11,Iq
and :I' l" m ,rape, rarer dt L' n.u,r, IIIS - nk land
the loha„iag- pytl5 -lea h=,piing-,uterelcd
utt rrAge-tiwEl-rluxlalvxtt-.ux! moketww-m4a1vo1
etlnMiunea-+.uNApw-+6bna--nxnornl--<kosolnron
d+.axtbmd-t>µ css[wbenrcn4-a4-M4vss,anJ-1�rkutscix
+satcl-.kr�ee-MnF-urek-axilar-puFrU-nr.-nreu-M
s{w«kraal{;-regaae+±A}-the-xeyt�tmstnrp L�dlbrss
16 3 - me al,t e<pamrs Inoun.d ne Ow repsu ar
ta{rlo... mwn of AT oafed Palm t4 f Indvilmg but mx
Innikul-Fk 4ms-rrrc4-chxrgas--e6-wunwvs-exd
etchkwtaj
nfi4,,A,V on aals&xl Atagal aGala!rat LLw snr
ur rat another Larxtlrn, ItIm trots agreecNv At ""mia ba
r A+ti£d u-le-hemg-xwru{wrAkKl-xv +l>H.�bor}
prv,aldad that Ihat alxhnreiennismadIapapmrt haysMen
rrwluitd term 4pphAs0xi for },nyvneM rtxxm*manlcvi
by3 ,vOF974,& Aal
t1 i iw mAAdmnx4 a, eR"l until lmnt partner" Is
n+mle-mkzv xhenvwe akrreni to or-xrUmg-TA'
nR]ahN--"+r;»FIF.1CTctR-aexl-}x GI11'sLR -wxh
rh+rt} dery arxhn nai ree {o ex..h akxr Inidmwxrl
+mmaJ w-ulanttw-cettl("�ie c+fynwmnz-Inns }wtn
trrrai
,7 - VW .`I-R 4.11 pmahm+e And maxmarn w h h,dn
And raAAIA, rot mwrame x x.klAewaEy+rtyrerty-nti mvna
I. may Iv u"III+d by ihi Sappkmo# v CwxJOKA" Ni
I aws-nA3-M<,.nislnm.-whwh ndI-nwleck krcl"Aaru-ot
O0. 41'I�ix P..F Rzl4-d 45Rv-a,uhtroxrr«.tgx-hsGlvhlsl2t
Iwl,IAJsI vevuhmusmx}Imy .ulxm Ftrvanw enumu
slentlhed m tvw-flnpma-ttrot,}-�.>w'tWxn,-awir-af �Iv.nn
r-,.l emtd to)"+ran rm...aa'e rmrren srnt ilnH! M: Ir "s.i ae
anim�ered xa.dmexml Assured,
+N--3k{ rhr Ix,Hu>nawvscnwmrfwrd-ihternlierrrlrrcn
Wixn-..,raise.. khrrars[4-rzquv[ad-hs hs _tAAuwmd-smi
Aad- 74eri hp URtYWt At awtudarxa wnh Inroemphs S o
And-s 7 w113-«vxnnr-vl ryeasrton a era3lx.rmrra thy.-t{vr
I j"'g,c-Alla..'d sJ-trot ' amm{!eel w-mltnndh
whamnl irrmwnl ruhraul avid Ak tram. lha& ,Lxs poor
rmaen Iron« fiA ,ern -Mw ta-I�r};gF and
a V�I 11 d+'tk vn t tlr arch .dvr fl<kbhmlr,I trawdl to
MIall n..lIawta rat Arwnnlav tA, tram P`0,AI, xnJ roll
M.Lrra Mfrl4$- Iq 6l ISIVtb llt-AtWfkI01Kd-q'ttl)
paragrrq>h- 1 {
+9 MVvi k -hall na M wg*rtablA 1m pu,,h«my
+cod sotantammg rant prop,m m,,Im w w prolw lh,
m„av a1 t UV kAl Iog kjil"'411Pri41°
u:l,rl. to tt>a er6 el al emv edu.am,w hle nars lam AI,,,m
',Ill,th rot-,h @u(plrtnanur) 4,nirb.nn, - lee IK, of
loso6hm Aah I.kuiwskde. Hnuhi. mmxmh-art{ 4n+hrm
bah k, AA] it at, ilxnnHAa.r .rnthelx wilaltg+nnr
tnh lcv drat it ma atrlx,I, 1tW mtr msurrn.t
i.ousr.rn[xnu.t, "aha4aarlunts of lun anua"w a,II"urnt Inch mnv
A al tPe Iam ltl .ut rt n evp.me
s 1p 11 U) I liAG WR rc prr,n m wnurg dmt oihw
slae.x+nstuan.. 1+e anledrnl m-tlx, �agxnrr nnnrvrrl,I
pa{alb.-(it+nlhl-dllekr-Itnrxunp�h. 4r,_+y-s�-2lL\}.[�
t colt; ri-Iwr,+l.it-Irwtll.lr-svr„H Insunrrn,o-and-the .vrst
kknlu9 well L' asuymt to 4Y>z� 13e ay`I t IR br ,rlq+ayvale
, bl r>rr-tfiie�-,a 44nuul „mdndmun--4%nv-m
III Dr I"I IIION bI IIQ", Y910"ll IIN MAnvl
,, ,TII ", III,X II ",I' 'n",,,,„II\I„,,,
"Aa+uwenxnc of [tic #1 otl. rat Ilw da rAl Iu h at m
nrztuleadt Ix wI'- TR w 1", vfixker cu ru+t tuck w}ler
msurnr>tt-Fms,eenpmcurod h} t314'tih"n`-
5,1 I:--- Alwrr of Rr,A,d+ts-
CII I I)INN k..IC1--NFRAC 101, mWmt that Ali
J'hoa tpur.7ura'xl At seettkmw a Ith Iumgtapin sg
vnu(-�7-wdI rytrx wi-xaR�Yd't-t-<)NJ-F2-lFKlR-
Sulw,ntrnolara---^h"W"F hR.--hAYula iEkAYs
C.Ilidr ,s nrd all okher i*eex+ro M AwA,, , nlenaf"
aa-tlw Snpt+IAmclaa}+-+-,uxHlxxw_la be_hual-As
unurcdc er ntkhtonni n rzr.tt At suah-poliwrs-xvlcl
dmaeeo. roA I'r+nmt3he T+ 'esxge-Ru -nitf wlys-lad
thmnps ..ausrJ Ix ,he pods as creel tMmh}--VI
,ueh. totes shallatvtxrnprrwwtAns Aa the eClea Ihai
In thetnerrt 4-pnymen+s4 ww ltrs •s-.1unAy+<-the
mm�wc wrl! k,tamn vt}}•hrs.aFra or+ltgnvrnt-nlw,a
tlx eu+lurdY ar ne6hvontl nnm,vb Jwr veder
ag.aamk Al ,a -Ai RgE'713N-vrvty=e-AlF -wght+
aa'A.t'-ea.kt-atht+-and,-dxrr-tegwstsew-tufic.
duo-L,vs, -enpkraes Invd ngxrwc kx All loue,. �d
.Mmagtr <xuet,4bv-aralt .nrFwt-s+iesuliq�{ran
ane of Ih, Ivnia mv..rcd M ,v-h Mlimas mW am
cNbvp,,,Nrtetnsumnc.*aiy>IYanl9a to 1ho 4M1 Ml nmi
vl m6lttun trmre a6 w,.h rtgMns--nH'K,
,("I"anmAl'I'J"tw hcar hi 4FhRs
@nnulamt � oral NI nNua p, two. w eNAlor IJ�niArwl
rr-Ilm-Sv{gdrnten[Arr-I'utrdnroro +s la-hvird ,w
laex er'aal ddutw+d mwlixkurdm a, ,I I cores{a
#v+s mxl dnnxr� sa mu xd iv one oI tlm nlxae
NN1VvtF-,}MII—Sh1'At{-av' lhC-ELPNl4—IIeiY-'A'Y ��0
nakIng suJt wmarl-rrae IYnrC-}u-rhe plcec J5 of
Insumme held Ly UR'sf a Ae tmsae Or eel...
txirelda mxlcr n+) polrce vz tvwud
-, I1 c-iR-txidflh.n-i:ik a:i�R-wfllti'+-HII--I IpfH�
I'N'l !O".1R It F�II: yv,bamparlm+
ha++.rHt I R-F�t,lhPhl<s- awl ug rxa- env '4
d"A: s,-duraoly unpl,tyus rams ugmts-ol Anv .x
th tot. for
* 112 i {las due Im hanrr,ex enrmnpY¢aa i
of vse or why nxnxyur.nlld lea wkndnrg
I>Pyaal dnrct- plrveA Al- I+vr a--t6nnr�a to
ou �i N �-}eu}xrlt- ar-Iht-:lad-rxuucl-hY.
dusapg+svt of m ttdl Vnm IIa +Iwul
ahaVhm el Ix+t nvwrdd FsI, 014'�4X nrxl
s I 1-,' 1"• of maye I" r hc, r mnplahrl
i t �..I I, Iqn thewOf ixuauk b. Ae.mg wll..Col
allmg bony kte .a villa liam e,i p. It...erred
by dot. {*ruiatlt-innixna. aunmo'm OA-tbe
«wnp+Ided koa -I r* aa't thcnvl h, ""IN2R
Jnnn: rcmal uldlmu.m porralam lu
slrvcrnph It 11, suer S I[,Ilm a{ ..+mplae,n
Iwluurnl 1" Ixilrry "ll, I }8 or WWI kraal 'I' At,
Ivuawrti is pnragneP, 141z
Ins n .. Ivd+,r Innna,nned Irr )w11114
nN- -liras, 11-.kla!-l... wi+.rrcsl t<, w tW
pvr:+¢rry h { I)I fl'y 1 '+n A t txx,r +nuns u rtx aAia" that
m the -esen{ o) pn}hl nl my dt h-I, sw dnrnale,x
nnlxe,lutnoAl-Lw. ,he n,arzta, ulll Hon,+ no n21i19 W
carmen-„ mst any-ol (-oXERACI(iR boh,slkra no-
1 Aa,GdSs}iR-_L�trFtihF:R's aorivdrnnls xnl-lint mdlmve
,Rrav,tixk-etnl>fotarvxrwi ayrnte at xljj-T4-tlxan
Rece"nand tPPlrenRon ihlaumnlrprourrli
s 1-' lit+ milli to. Imkr it., pollees of mswuri
r,quned kry lnrajyalRrt sit list 17 „dl Is adjosted ".till
Uli'`Lit and mark Ixa eM, to I M NI R a, bduuep forth,.
vv+tuuls, Stu 0,i mte"'li mat i"i snhjwt to III,
regmran,-ms of am tppit,ahle morlg,L4, Java, and 9
[xima gh c I p OWN1 R ,hall drlx,n in n separate
,,count arty morn,} v rloettad, mt,l ,h+ll Jutnbat, n in
aawl,Lan, tank aach a;Jwm¢ll as lk pent,, in IN,aetl
finny rrnh )I n, oth,r 9N,, d tan en t t, maehcd the
,lonv .dWork ,hill EkrtlZured r<nphced th, mono},vn
I .uvtd nppL.d on dawn[ Uxrtof and tln Rotk end Ne
,ou dr.,ruol „o,,rod h, in T eprapnnu. Chart,. <n,kr or
\Vane, AIn,ndmwll
s 13 OWNER it, oduuray Jtnil hit,. Ixre,r w nd,m
and ,rule arp Imv unh Ih, msurare unk, one of the
1mtt" In lntmcvt hill Toll,[ w owine lulhm ff(liol di
ntta lite ocaumm, oI hv, Ili O\k%I R, .ee1x In ,rin,
pt,er IPcuch obleelon he mud,, OIVNVI, w hdiii
,half nulke xCl.111,11 atilt Ih, nlsm,ls in nundanu with
.u.h ,gl..-mrnt Is the paraw in Imerest may reach 11 no
o,1,' p"rii ,nnat>g III,., pan,, m on,n,t n, rauhtil,
ot\ sTY, It, halal ,hall tdjost and seat till lo`s Huh
cat, rw in,-pnes In
Intl 00.tiIsR its ialulwry dvdl goe Han{ Iar the
I'roryrIxrkrcntan,soi >u ool'aw,
f.,epemce q` ianrh and l+rmemse 01nin, to RapMs,
s 14 It erther-pxlta-tG.Sid*Fh- .Y-A e*pFRAi' I GR-)
' Al"f It 1, n my ohi„n,m ro it,, "I'll la, i l It rd,d In ,u
odxr plop lstons of the Bond' or nouran.v ncpured to b,
pwch,ued and n.autmifted he loll nihx-"Iv
CCIVPRBI,I uR m aasondttx, n ah lmla on du Mel,
A noo ,.nilonn nx, Two 1h, Contm,t AXonRn14 the
objeatl-ii tell s nwu ty 41e other f,nw QVt NI a Toll
1nUR.1s,:js! li Ayl QR u. a nnng n ohm ten tiltun Jar ,
vu,r mcelpt tklnu} of It,, wndlsat.> frx ,tarot "di
latucsndi to cilt'"vrk 'i,,plied In pamgal+iti 7
T41A 467i-nx,l-mot IN i RA(.I Ok vhnll-erch-pmorcle to-ahe
alxl w,dr.uldmorml w.lt,, el.m cat t, opo,,t of io "roam
lvnldetl-a+in, ether-I»uv aruwrmhl, royu,st -II l'i
{rrriy if... not pactutx I, mmnatn all , I the Eksn,N am1
naUmvno- rcqunul of anj' Iw>� !x tha ( no
I,
Pa,mnems Aid pnraa ,hill li'li, IM Uh,r »no- In
„nor, ix limb I -dote to ""mare It In do wilt of file
Aotb cat nl id, Ill tom mama pri,+ to in"'Irtug. to
thr aalue,d u<,lrmge 4gahan pleiad11 f„mlo 1)t11rn3ld
or ,ni the ,,thr girth maV Flo„ Io,harm .gwoTll,xa
I"ll vof usunam,c wlaote,t ushothel ox•1l4b4roetIn
,ha ei lnz v the pate a ao a 1, rrqum,d w prm Wit 1 nt h
.<lvaga nml n t"Yalg*e+nd,r droll Iv wstd to xdjua tha
Troia,[ Itrsse nauvdtr,lj
f nd¢d l'Rbmamr -1 ropv+Yl Maunmco
15 IAl ifil h Lnd, n Ti t ,,,,pi, a ux a
farii nl (4`moae III .h, 1A'ark poor In ll,ki i
IT PI 1,1 nIR u , JAh{ OG A wl"I li vol I 111111
waR(t H PI 11 11 „51ICnntc , IT, N ""win
( ontpb it'll of oll in, SImY, 'i"ll I,* In oaopancv may
It aaccmtphshM in acmnlslrn, with p inontph 1410
r�no,Ad that no such uu or o,,,ulnrtwl shell ..Me
, the anion prmrd rg ih, I wfIct9 mewwtce ha,,
a,knrno k,kcd raU,, th,rmf and to N,mine ,tfmted any
,Iron,, I, cen xnga no,,,,uind fh,mbo (he immnen
nrottding the pmltrl, imuratn, .,hall umsrnl by
aldommiclu on The ['hg III foll'ti, inn the prop.rey
.n., Ihell not ba .,mntlsd tt p, nnlv+.d to lets, on
I11L.114 ant such I'll .1 or ,nanpvn,e
\R I RA 16-f ON I RAC I OW
Rhsro,ssni ni s
Apnnl mnurrrd Suprrnttondenw
GI 10A IR aGI 01, It'll sulxmx Ingxa mxl
tLuct um gork covgvtcntl, and etluncntly .krwnqg
nah annuon the,,n tad amllnu a-h ,kills and
xlxltIll 11 ntay be ncu.aclp I,, perfonv the }4 ork In
n accnrdnntc nh the `wool[ I`o.7tm.nt,
< Of, I RAl I OR sh,l] to,. 4'1,.1, rtslxwmlbl, for the roam,
m,Ihal, taclunqu,s ,quaI.,a and pnx..durct M
mni...t I+cal CON I R V70lt ,hill not h,1 "Pnnelhlc
(cal It,, nyhy nc, of aim, n 1h, d„1en ,, go.,rh-moo
of 14'wtb, m.-ao, muhaf i,,hmgaa sequau m
pnn.tturt a1 ,ansno,oan ..hid, i, shown is mdwned to
,nid mlermly otill,al hi in, font' Do,u rns
f U\I hA( I011 sh III be rcstun,J,Je to .,,, (1-t,n fho
wmplood hark lonplfcs ac,uranh unh ille Coma[
1)"enti
b2 CON'TRAGRih atoll krq, on Ill. tAwk n Al
Unill dunnd In pmprss a .nmxtua 4IIAM
mprr nnendew, '['1' ob @ no, IV n ptaad a nhaut "i
I'll,, ,, 0WI,LR roil pt(d41LR leapt male[
eeuaaahlr'n arumlmunzs Ih, urvullm.4at All] l%
I„(N I II'V I (111a n lavxnten, a 11 Ihr "w alel h,dl hno,
olwm to to Ili (+,hall If l0+i1 R 147 uR AH
II). o lion, To Ih, ,ufx un.ml,lrc'tall I" ,I, bmdmg
n ll gn.n m(UVII2At(QB
InAur I1"IT.A 4i'lpnwrtent
03 (O',IRIVAUR ,hill pro,im, onmlrlem
wnahlt ,n,ilic"d p,rwnrul to 'i It, It card
am,innl in, Uork a" rrymed ho p, +oli
l`ttnlnen(, (o It \( miz sivll aI JI om,, mltninm
goN ill., ,hoc nail o1Jn a tin sac I "apt t, olhn0l,c
nglnnd for Ih, ,ran, or "I"IlNlt of boom in fh,
IA',,k of patut, rill th vta or Idim.nt thatato, Into
lal,pt its othenol r nch, mJ m n, "Imvml A'LI111111i
III Work at Ih. Ail +111 lit putotn.el ,luau r,cvler
t ad IN h. it mJ SI)ll R,,41r,R ,III not permit
,s,ntm, o,ork or Ih, l..d vetvxc of It on lntur U,
ilmd,n of rmv 11u11ag nlwm IMMR, eint,n
lswr Ensn alto pu n "into not" m I %Olm I'll
1'9 &,C I OR 1513,01g, in t"T"l,. to ,h, 1} ,Ipa IN
M, i,x Innn 4, 1n,un m Nognat of ua \A,uk tI b,
lrrh mill tar 5 nm,l n��un,4ry, IoL,I g o or oiltl c tflt
I<wuI tr ft urkntu I Ireus
The successful Bidder will be required to furnish a Performance Bond and a
Payment Bond guaranteeing faithful performance and the payment of all bills
and obligations arising from the performance of the Contract
No Bid may be withdrawn within a period of forty-five (45) days after the date
fixed for opening Bids
The OWNER reserves the right to reject any and all Bids, and to waive any
informalities and irregularities therein
Bid security in the amount of not less than 50 of the total Bid must accompany
each Bid in the form specified in the Instructions to Bidders.
Sales Prohibited/Conflict of Interest: No officer, employee, or member of City
Council, shall have a financial interest in the sale to the City of any real
or personal property, equipment, material, supplies or services where such
officer or employee exercises directly or indirectly any decision -making
authority concerning such sale or any supervisory authority over the services
to be rendered. This rule also applies to subcontracts with the City
Soliciting or accepting any gift, gratuity favor, entertainment, kickback or
any items of monetary value from any person who has or is seeking to do
business with the City of Fort Collins is prohibited
City of Fort Collins
By
James B O'Neill, II, CPPO, FNIGP
Purchasing & Risk Management Director
07/2001 Section 00020 Page 5
, 4 I,nh a Ex it sj\lif u1 m the Cunend
rorrtavus a ss follo'se,l bg I, oi'b u'aduk ilai nu hhv
itcquvercM>, C(,ATR V(7OF, II ldl Wil and amim,
'eluns1'nt or ',v equir, I,m ar on ntI Ianr to n
I'll[ o pomEbdul Icu ,,It materwis mpupuwni till
re'Ali,, a..ma if mnumd vt egmrneni a
umulvrtunon unamcuon y''uy,I)ic or, in hr"ry
tintcnIt or ulmpmmnt of IllSuppitut nul b,
wJlrnpj,ImLnl\ flill Ill light hI:1 III;
a ... pt(d h) t...J. th, ttdlo,F"N
"onxIL lmlhlltt, i,r,f'r roI (tttilow, End 911 pdRr
Clt Ulnl't9116G5
tluhui And Inod,,n4ll1 L,,.tal 1,X tIN futrofirig
1"tOrllt nice 11s rre, scut up orol MorRhan of nC LE, Olt
a 7 1 1 '?)1 i qin!` It vl k4.;inELLR's wlc
cilv.n nsvt tm it,., of Ellawwl or ,q.l,m,nL
0,4,1 ForLhi_ KLs Iilfgrg c,yri%ciOR
I'ov'd by !WVlkL1CT f7F u kuu.hool
must cntnpl)' wuh the Cih's punk nrtig ryatriQlons 1
lytsnl to thal nsm.d told ud dcirnlly mlolw sa Ihat
_n
up'.., 111, —F:ek
no chtny,tmaln h irtmsry
itfEU,,hm,ayI.]
olllw' tt Ih, Parch fang, mul 41nn Egrntein
Mnncsmml
V,,(ri.utll
I, in,
tat umtwnd bt LadIc,
u' nn "Eil
Urvl»on orlhl Gt��'ll[4�}oljice
al
item In which rxu ttrten all tpiucvnl N du
01 a,
pri,p td nrm mny_ in IsLI Rv sol,
n 4 . ( ,melt R.vtmtton¢ _ (pk, al_I nrJ.S nlhrn
dn;er.vor, be v,,+mmpI,,h,d tapmoui ,ornph,ti
Ro�lytwn)ImJd�requgc�yhn }�ipy 1pektauxl prcdgccrs
xnh will or all of th, rcqulrcrulla ku
ofccroi to rro.lulYs cunwmltv3 crmcrc to,cril that
a,ccptnn,e Et pnlmr.d 4,5troi, it, in,
th, Kinot N,, n,o II,E,�C_Jn i,n il�I,I. 11rc, f,L,
i17 hill, It In IVl 1,LIRo,,k
Y1Td((IWC AryH, a,, Iti,l,
d14rCit(llt aI, it'. A alry1nril ryr C4T4tIppl InT
pal+.etd III(..VVTRiu_ 1 OR duo not yual& as
ill %II mnnnuD, and ..ringvnent ,I 111 b, of good
an "s cqunl' roll undo allrymrE.ranh 67 1 1, it
luaLly and n„I ".pi, a, ulha'riu prcnukd in ihm
Iu01 lc I L,Ed,,,d e I�mptncd wintun, 10xn
(omom Domrum, 111 warnnmr and glupnnn'v
I(AIRACIit! ,hull r,EE .III, ,III
sn.,m,At, ,"I'd far hM it, "',ofaavom Anil .xtxtssi}
uvomvwon na prcelJLd W. WE 111mI
mntoui¢Isinctnol( `i It lu(aleadbEIN(,ILIIR,
IVtdA1 l R to d,I.Imnn RuIll. I' ,m onm6.ml f
iI IRIt IOR hv11 fund, wtoga,io, I,id,nc.
or,quq,nm ni pi,,d¢ ae,nn it h,ILIA AIM
poi hm7a5 aj m , ut rl+rood tt,;O) ns to di knul and
1trit Ivnnd and m m1,pt ito, subslum thcrcfre
yuvhp• cl ruatxmh vul hjEIInIal ill mnlaa`tL rod
IM.Im'Quw ma me¢u by the1,AClafl RI'd)
opnpin�nt d>,dl It +pph.d uuLtll,d CIII {, ,nitul,
vud„In th, Iolhe'ms t,mpplcmwntti r the
Eil"i, .dell ,d apd amdmonW m 11oni Rllh
Itt@OII k"pnyncnn nri a,, I'dol,I I^R mny
11111, Il'-tris t,I the tppka htG'tnppll,, "'Pt I, III hUN 14t
ill I, arl,r pmotl un,dl the cI1 WIn WaIt0.�
pn AI+)tyl n1tIL CwEivILLL),val
11C(lih#4 for PU i6N Ill frgo,,,d 4ob,tlion ii
:II In iond or,gwpit I'll nt,t 11 aoapto.l by
Progre,t S,lulbda
IVdNli1R bolo onion, olles dual
Cft',,1 r, W ] t I2 11 OR Isldttt to
T<)R ,hall tit", n, dm pmgress
IEI(n1C11 a uu E =ujlfloj. ❑,uI It Enitl7lal a
v hrdu lc vhlldtW m iu,xd rce tnih lxuagl 1ph'tl rcn
upnpm,nt 1,0411.dt IUR shill Lim nu Al,
ono I, adlmtul Imnt'line to tom n pot ..W beloo
rvuui airy>hcin Jn to LLdollr lAi 11, to, ,ipt nc,
tuh''ruof ,m d} mg Ot tr the ptopr Il ^,.comic o ill
C61 WNIRd( 10121hul1 win.nr m 14Uri
Ivr&nuuII, I,au h ihr rant u'm, odnlhIII to
I,. acl,pt ",, Ct,, th, .^amt Indic stld in
r, into tatkd It, la hilt Et". el d,egn I, ,under
pu ael erh 211, Inropes.d ndilwn"Ics nil If. flIvre,
n zulxtlnee w flan lrcd«d and h sonar a the
'Ill dot will n, t chug,. tla ( 1111l I un,s I'll
vme, It' a thv spwbsi ihl appin.nban'Idl
Mtk,loriI 4,wh'ItIomil o ill lrnttivin g,nt
slots tlr'ctlnl it "I w ulu'h the etuiuni
nth' pro, .m v.huiule thin in e➢,at and Ellilau,mp111
aind u,num„ If the pa,FI"! udva Mte ,III
"ill ll .ol Solt um p�,,,Iwas of rh, imnual
fE JI'hle ItIII R\C1I p}i, un'I"T"m of
keno 111,1111 It"ippit,uhle ill, l ao
6ublhnunl I nmpi,tlon to rove Mmhei nr not
nwA.pLtn.. of th' ufistnut, Icr ux in LEE, Utrz6
{'r 1'It'(tixdd +4pE rrnEiu u, 6�lmryl..vhsduk
'sill a.pmII III, 'n II JI Cu I ontrnd
III It till Ihun_I Ill f tvilPlII Iuo,s (o, AId„roou)
D"'Ini"mv uv m I}al "I'nn".n Or am otiwr
sh11hi- uh01mv,Im le.e it4ux, I nh ih, rsquulninub
chrca In4m'I v,uh rMMR ill )'all wt dn,
at poach 1ph i:l Su.h adivaat,vts lacy 11111 h
Vr,,L,o I, rldEpt d„ d,agn Io it, pn,,,,d
mad, ht e 4haug, fl.u,l or VtIafr, dm,ndmmt m
.ubsbri1 sod a luthu U not ua+.rronnrnt lr use
.card,mu Ilnh VId, L
of ill, ;uh,(nut, In ,l)n,,hrn a ,,in Ih, IA,], n
aihlut Ia im loot 11 err hl..... lu .r o' dtv
h7 SUAwaute'ertd Ui d r(unl hem,
d111au it of dE. m'p,o'd'Ll"in e from dvu
11111 hi, ilmt01,d nt 1M III anon mid
0 7 1 A, h, L,, it,. t nun,nul v tynlpnant u
a'aduM. mntam, .pul Ind rtple.,rli
yxahcd Eu d„ub,d r the
Ivu„ III 11 Imht a,d I hE, pppl,Lron udl
'rein_, dx nmm of a prup,l'tel) ERm ,I Ih, n um ,t a
160o .um a tan. nui.„onuntl of ell club m
l"r1m,hi, iLlj,Lu th, splmwiucn or devg111,11 i,
uutt+ dau will read! dlrtak ,u indirectly !root
mtIndvl Io „Ld>hoh da I'[' wr.hon and yaahp
a,lyN ux. o'w,h sutnlilutl ri'lud" uoYs ,I
t+Ium,d hnle- ill, yucm.mnl cr dr,cuptlrnt
ndmlo nd,.11,ni.t', ad'er Ci.ni rmr,,ifeted
ley. i�I HAt ,, a>urosa r)npnm�ut ilium
�r � Il v 1 i t<I Yrt I Il,.ti ilr )II I( illy\ In l I' ",tE,
by III, ir^nitnig chmpe ,It of .,lad tali Ib
mmvSYrd he I"h6111rR In ttlluaDrv. thr
IvopoxJ aubanutr F�,WNI"ER nlnv I"7".,
r um om DR to Nnuh m n'lilll dstn alwut
the prop K J sAga t,
67 13 ( QV1%!C1LR, L,p,, sn .All da,I to IN
plovnlai be L<n4R\t ItA in mppelt Ili,
NM1oau1 or-Wud or ,u6sdtutr I'm l,D It, at
CtthT fL1C 10R'a npcmc
o 7 2 SAmiWe I ommmnan Varlvwh or
i YUl,edurce II II qwd. mcsnv .,Q,J a:Jtniquc
ayoaxe in oW c,um of calunmd 2t fl shown or
nrdmmod In mnl ER
In,) i M Iha (antnri
Unummnty COP IR \t IUH mail q., or uuix I
..ul'atrtutr mem„ tn,thwuo xl ,pthlc il I V d I. n
pra.udurr o1 r murucoon nurcptfh,, w 1 Av7 did it
I_OA [K3Cl Ult Shall V AN sulhuuli ,fiw Ilon b
'Lte n" at( R In I attle R "NN4 soli"Itun kri w
Je[unlllc dial OIC Allka In pro}bud i5 jt alm,C t,
Om ehprr II I'll 6.r b) 1), ccntn,Y I)ra.unten[s
❑Ie pwurlun tw aval hl b\v!^9'I1R udi b.
aun Ilhna thv Prot i.4 d in.dgsarvgmph u 7 I
n 71 Pngln..T T mhmune LP0M I R v,idl ix,
III:+tral I rr ,,vOJ, tmx t fin sthlds to olluo,
rldl lmgel_.d a uhmnlnl III, pw3ua11 m
pimpllptro7I7. 1,01,72 NNIMAJIs v'11hetht
wlI r WIII of II1ll111 Ao 'or-Iqqud" or
sulnuuteuill ,Tuh
belmlerrd n,aA llarmdmd,,uhout
1,1WAH R. Iv ue m,kn aaj%,n,, ulurh trill h
t Kf,nfrd by .Dhrr (hingrrh'rkr31 maplxo,,J
Spry+ D.,,v UP? I R mat agwro
I(lpti1 FL\i.(u}i to lunu,h ItCOIlk \LlORs
,vprnm t ryccnl pufounan.a glnemmo w other
Hach W ayxrt to am ai"W! ur ttlhhntm
I Mri I R «dl ..III] umr n.quuixl hr
II(IMlLR nnJ L46fh`LIK, t_1,rmtd61na I
matlwtmg +nbatnnee por+.xl ar mmnnt"I ye
r O;FllI V,D,R pmSl un W }t+rgl Irrh, @7 J J nlIJ
7 _ and in null,ng r}urnta. In th. 1_cmutio
Ilan u(nts I..1 it it,, p1Wi,irns nt nnv olhrl duet
-,rn,I'l uDh OttIV'R ill xo,k Ix, th, Ol""t,
nr.rarwlud thmdq `thdlxt or my h.G IACI72
eo"p6 it ,uh,Lad„ m III .)pro I>trel s whnnurd In,
r.>a R& AIR i' mou �OR dull ,mwb
ON N[ R for the ohalce ul I NOIM 1 k "Ill
FIS dvI to Con,ohen, to rt alnil b cash alrh
mofvuJ nli» I udI Inm
ff l_nnurnalg Subrnnmatn», ,57tVP(Its and
lltlrers
Dal (OCR I kw ,hall m .mpk, ent
Sulk<nhrtnar huppher ul rnh.r@roon or inguue.nrat
mJudmy thou »carpi the la (A1 A(I. mJ
L'\tl IRk 1 K u, nxhcnt..l m rmlgtaph o a _t tt hrih.
nni 131t . wimmne I�nnt wlnvn UR;d L .x
1 VG1111 R I�m1t hrvr .rnuol ,dlp..bon
01 A 1 hdr WR ..hail nol Ix nyu 1u tr rmp o+ n n
:ubu ntrn�tor, `ulryth.r v olh.r prr+„n nr Opt It. ulrn
t r hnnnL o+ µtlnnn m, of un 1Po 4 u_ umr ahoni
f In II 41nR hti< rx twmbte ohiutnru
L h Vr r I" 1 ibil r +hlli � I. eh I ¢l u r U'I"rc L,Limi
ft
COMRl( ItRd iajl_paimn, rn,t ksq iltnn 20
percent of thr LPcrf, mnh its m1n huu, `1W>5
tinhout sglxontinotln Ih� ](L Lxlwn rcywrerpuu
vw➢ h uad I.. to Nir to Ihr.. n ,f h t 21ur of
nhun R h Scwh Rot Ira lhlm :U lroment t>f tuhe Cm4aat
f4ue
6N2 lt-t1nl_r,uiyelemanlen-Lardnl+rcrh Bjgll n$
DmImmt, mqulr in, Idw4h of e.Mlm
SubuwLLtartrrza, hu�-pLets or otlmr jRI`.%., or
ot.,,pal itu {m.,t mIau IMrsr uho en. ro ,nu w the
prnupll Irma at Dann me of c@Iq 11,, w 6r
,uhmR. to I T In a�Irdf IIe< y+e.alml
J¢te R. toy I I filial e Umc of the Agrcemenl fa
newlxanxr D till l'I I. nul f+dt;iNf LI{—nral if
tf 4t3A,J }v1( at-h»s evMtatad rz ha—thxrm€-m
IruYU s wlllt W -Su , a,—rm l,,Inlolrec,
(MY its ur {AOlidll Re IwrMnnca unhcr in
k, 1h6ru by IatLlgto ,,r a trvilint Iw lioIflea eto
tht IhL d Jr Inc61..N I,, cue m I' w obn Ytnn m
the hdJlne dro wn.nb of fir f om1 art 11 .. mutts} eY
nnh wth belxs,n"KIR r 1upr+per rr e+ihar rm+r,, w
wtznru+ut l m, I, Ill
l Kl no hr-tetI .. i "I Ure
1 .,,, It 1"',14 nnl1 OR Jue lnrautaxlnm,
m which caw Vk h 1 OR 51m11 sulA.en
.11111 II wlnbWl. t}K IKI-1){ Nn,e e lx
r,I ll 'II }� ....,term, m tha—ua I.Ch i"N' rebhy
Will
wh,umuun nixl •n appiofxmA Ching. (#Ikv
w,0 Mahn I J di on II . Coolio rsn,wn{ gill,
.onsm a I mna to of .Ae C'onv_xt rryun mg der
a nt the nnmul ,t, . It
on rl-totv_,_l n< un .Ir Delia
rxnmx gr org nl 1, "I en the Palk lXL poor
hlNWI.EPR nl ih YlLatleti tern r�11; i]l I'd
b C(,lshl It +.o auplanu ht UR\`I6 or
I've llAtl FIt of na �u1h Sutx.Iventaol, tuppha In
otinr {elwn n oOV,I 1k1 anNRItumvgr
of t,I nght of +111 t l ilt oil 1 hr,IVFfR In itAa
daJrana tYw1
0111 (-11, 1 h Vl,I Ok sind) t< fuh, L.. teiGh to
VIt dl Rend I V RI I k A ow mJ mmdens
I'( the SWxM abry `gollh nd athu 1xr,nnh
u wl evgaluilUon: pedcm vng a% luuashup mp of II
ii1v1. unJn I III It .x mJin+.t IMI]Ict uah
(011R1(IT lac n 'MmkA(wm ,
r<Iunvhh for (I)IIIkV'IOR1 Ilan I'll rtW
rvmevto n ilolhuu m ttk, r` o�tra„t Dwum.mx shldl
item Ina tin Ixni to ai mr� wIh Snhe.autaoWl,
Suppha " al}xr ""m oil org loiratton my
1-ntid,W11' lrlelnxrdup brt.wnll O"NER ra
I h'rd dl i I< Iml uIv wrh ulx cmi nice Supph,rrn
oth« pro va ar olgemrallon nu stall ItIl.k inn
nbhgln+n nn m. fwin N rtAA5s7 tt nr 1 Vnl hl l R to
I'I+ ur to O, m [h,. [en mrnl of and , duo I,,
w.h Sukltta nor lupplUll, nl et .ptnen of
onlunlhnnn e�vrpl n, rznn .+th..n I � ^. nqutred by
Luis and Ru;ul mare nW .LR or f_\vl i mar
Ilxunv.h l wh_a mr l u 1w,_,up_ph.r of <I_hIl
wAtpiy}Ke-n0n'
t f1 1RI
lOR In vnh
01 h \4I11R^. AppIJN�Ii1,m Gr Ihyi7l�nt
6112 00AIKA(.I OR droll be WMa tes"I'Me
for xivtdnh i.1 axxdtrciung Ill, ALori of
°ubcori wci _ Supphtra and olhu inroru Will
m 'irn. tnm performug or hr,nBhgi any nl dw
14or1, undo it .Brcet w indium wntnmt x,ill
(01,11kA.IOR (Y)ATR1( )OR rh,11 mpura ell
Sul>Wumtcttes Supph,is rind such otlkt lxtso. And
Aagamzmum padrnmmg or Iunnsiuog aw it the
Work to cammunI rvnth it. I AUIRCLIZ thoxmh
LONI RAC 1 OR
6 I u I h.. dtr lam, arxi womm of aic S[v,rfI uLi,,,nd
the ntrnabu¢wm of m} Dnrunnga 'hill nor control
CbN FRAU I OR m JI, Id,.w ttx Work lmniria
4utx, otra.r," ,x Supph,n or d,h... ong IN t4arb to h
p dirtied by o� spin rl irrk
n 11 All N orn porrt,vmad for Cr)'v I R V Pr,R no n
Suhontnct. cr lupphnt 1111 bl lvtr,utmf to an
apprryxnm aIrricment li mccn ( I ), an I RA( 1 I* d the
m w..unaot or Suppler Ihnh optulti hunts it,,
Suheontri,Nr or Aupphar to the apphlmhle mint, and
oondxnn, of the (onit M lia,um,nol to, it', Ix",in of
Ol.,fRntxlbhr,lA7 I:R Wlaxwvvxny ,ad"w'ia, in,
i, umh-n S"ned In
i er-Jutg,ixro-whry A. hstad n, an
ndthtrororl muured .m lhr Ixeprrt, In
(,(I g[nph' I5.R r—s-TL-,&TNMtDIeurrr'4 etxeen--lN
"'itro, h'IQR wxl tlw�">utxtvr(nunu ,x r-ot-SuJIui udl
,rvfmn taovrstotar t'het n`-elm-iubo-Prxtrerc tN,4 r,-(liter
IAwI� 1Atli-r htt-+,rvrrue-U}4Vhluiro, aI tdi Liher
Bair .] in }*14d;xFvoklo f Iind ao and at6 abet
oA,Obonal of ,t IN,,u lo4lso, ond.ianm�r,a,rwd h,y
,h r lit of ix mulurg ¢mi on) eE iha IxYdx co, 'rod nM
�h harlmu, oxl nep,xM!r prgrut} ....mace appinnNnto
iha-lt tuk--li-tiw-sauren Affi-rim-su,li puhwas regm¢
se}+arxu aao-te.r damn, ro hrwgvxd t*-Mn^?+Idnrnmraesev-'*
r.ippiwA-Ff rlR wM dwrintla waro
14eeM f ar, r+rd lilt aII
( I'_ CO" I R Vt.I OR 'hall 7T9 NI h,.nv &I, Ind
rn da„ trod ,,emme di o.nts mud,nt to do a,e it, d,
f,,tl mn,eAtln A01 k or d=r In,ogo,rtum In Iha lPo1I
of un un.u+icq il„Ign pl,x,k, pro,L.Lt v1 ,k, ILL whmh
I, t1w ,non.t of pu.ni rig]) I, Ix .op, Itghw held bl .vhr,
It I fz+mcalar mr LiI d„Igo I¢ocs. pmdu,t or I LI,-
K slwrdl.,i a1 th.. Ctmnaa MIrmaem, tar ILL m Ih
[titan nrcr of in, A ork and II to IN ritual knoukdce of
UR'NTY or I'Ni3 FNi I'R Its we I„ub,,,t In pmw ndli..
u "'I cA t, vd hap An IN pmm,=ut of 'i" Comm h u c
udn ,, calm, Ih, .,Isi,nc, of ouch neht, Jndl N
Jn,l,xa.i h, uR AI R ui ih, i.Ortltaa I4=awn',2,M I o ill,
lull'o I,I,w p.nnn„ d In I a,, and I<otuluw.ne
Gf AA1R',Ul(Li ,ktll urd.nuaE rind hid hnnnlae
04,\I R 1`,1411111, l n(=3: Fl R't mull ml. and IF,
Wr,,rn du.<irn+ anpk,, ,r, !urn and n,.I con ultm4
of el.h !rid un of t,Lm front n,I Ignnt It drone, wa
lov,., oral dams; s tabing put of ar rcaillur,: !inns m}
nhtrL.m.nl of paer, ncht, rn o p, neht, madwit u, If,,
,I, I in, p,,$I nn ui_, ut ih. ttnrk .e tmullln, R(,I if,
Ir,.,q„"urn In I, Ruk ,1 an, ut,muon r!"oin
prom,,, pmha,i or d,,,n rr,x yamliod Ili th, r )iitri,z
Irn.u... rim
IIPI d 31 d., AUIIIG., 1 rl„h(l'nrL,III
11 i1,v iI"II'll I I""IV, \II,"I IV I"'In
Pence,
0 P Ln111 oth,�rvkx pfol d,d m Ili, Ju yAlemunart
(_1nAdmvns , 0111 FZAC9 (AR shall nMntn vta� Iwy [o! =J]
Wnouratorr p.mnb .1,1 lluixcs OW "M shall n+nt
,ONIRii IOR, ashen nrcexvn,, In otvanmg .n h
Ixmuts nil hLen.ax r (rUTtGIOI OR stroll ryav all
gm,aimenml 'harges ail Iii'lVoton Isy, ne..sIli" for
Ih. Isox.union of dk %i ori, wh,,h n, Ipp5cnhI, nt III,
time or ojusng vl b'd�, or, If thuc I. no LaR en the
NUItt I I)4il of Ihc'V' 11M,m 0ON1R lr MR hull
pa, oll o;mlg,l of a llt) c III,,, Lx . mnoor,ns to ill,
T4ak aoJ Utl NbR'kd11,1, all :hands of such uulrt}
,n.nm for wpttal wsls related In ..to sib as plant
r... eNmenl W,,
Luw rcud Rugulomm..
4 11 1 ( OM R W I OR stud) yn e all nanss and
n mph =a'Ih rill 1 1,, nid L.guinuoos Apple able I.
luuudmw ml pedolmn,c, or din Aiud, bx.ept
,Wham o,hcr„es eN,,,,l} rojr,,J In ipplu,thie
1 aw And k..gutmma n.War okilV1.R rnlr
I NGrNJ LR shall he rrpmrsihk tor montmnny
( OM R ( ORs eomtpl-m„L iuth an) I lwe or
R.gulvtm,
r 141 It (;f71'IRA!"fOR p,ltmm, rm, o, I,
knot, or ho ,I, n,6on to know that a I,ax9nuy
I,, Rc , 1 INs or gul nxa,s, Cu I R V( 101, shall Ix Ar
dl 'Inn" m,t= Ill"' and dining.' Lmwd b}
anang oat of oT rcrvlhng Ih.nlrten, bawl, a it'hall
rot bL ONll. 1i'MRs parrilry Islxbistbihlk In
mnkc oomm� urn the lIllLtf„ nnm, nil Urmvmyro ao
m i.,.vn]art x rt m nxl _\Tk a TO but iln'
+Intl act reh,.e ClrlkI p iCTOP. Lrf
t Or, I Ir i41()R', ohli;uunm wxl! I p '=graph 3 d=
h.",
1,1, {0"IRA( IOR sbnlI la., all ink— miunm
u„ and oth't vmtlu u't' IaluAc.J to 1. isud b,
C1"lltVr1I11R m I,¢=n4na, ,I'll the lm,x roll
l.,gulru<an of tfw uln„ of th. I§ot.Lt wIIKII ro
epplmabl,da ingtheptdour ma. nl th'ilorl
e I s 1 I rAi'i I I, I,.<.ntkn fwIt, (a1,u,iJ�1,zm, and
11II alhi on, ¢l ta, 0r- on In ❑l' Ih„ iq IN'
hxrmmmndy Itunrcfe,rvod uno l In p'oJat, tatdlms
tall not 1, 1,, Iudll m ih, ( ant met Pitt e
,til.l Iv'o I Iy mu,t_apph Ip! amp r wy
, HIED aR of E ,nipInn -I,, ih, , ol,nao
Uelxu tiros o[Ruanar for .omtrualon D1,1MI , tc
h ph„I.ally lm.orporalrsl Inc, ill, prol,ct Ihl,
retth.uV N lv. nq-con Ir it lr
( ol. It \i ctk di,111 rcl h,t p l m! mojodn ++-n ..I
IA,f ,d., an<I l,. 7 n., I. than F-, lUd and
nvmatoo mut.nd, phwwill m.ol pas a.d Into
du rn a., t
old",s
t oklot Lgenur nt 'IR.lu.u,
aot, r .pltN_Ann.e
1911 }hwnon bnyet
6mvegtot III MY]
Sake ROd 1 se faxs Inr the Stet of Colorado
ft,yKmal ra a,Nnou,,n Untnu cizmo anal pcnant
(okvwk, ,nunbw- are eodatal fry rha _Ntnlef
_g
o10mdo atxl_an mluc4d m the tlaulnanoa of
Le, arvl.q
_c- - -
,V! pgplruTb(e Saly?, tug(, I,',,laKex_GndmlrneJt ¢,
arl4u U 4n.,;, on am n,ms nthv thin ei`namatrnn
aptj Ltul�unu mnt,nal, l+jgvc illy in„ti[�i 31S� mio the
=I ill (11h1 pl(d�fry U Ys I R %U OR and tr, to
m,luJ,d (n @PI'iyard(y�t i� itqs
f<se off'remuur
n16 MVIRA, IOR ,hall IORIII nd umtalorOn
Nutpnu-N a. It of makuab and.q,,pmw[ and lh,
opaatrons of wskam to rate arm and had and ar,av
tdentttnd in and Ir:uwued b, it, ("muraet Nil raucnts mul
otN, land and nrcts permdtcd by I an, rnd R,'fgrl mon,
nglu.wtf-nay, fOr,r, aid ,txmat,b, and a,11 nor
unraluxn thly urenmher tlu p"n"i cult mnuuauon
ulwpm,nt m' Mhcr "),taut, or cyoi(nn,m
C ON I RAC I U@ 4m➢,rsmnm lull r,gton.rhdtty fur an}
dantag, a urz ad, land or arts, or to the l,m,r a[
u„cufnrn lilt t,Il 11 of m•I adlau nt Imul or a,, , r, ,ulimp
wont ,h, Ix,lourmce ,d tia it, ork Wort On, ,I not be
nmd, ha my and oma..i w ti chant IACnriC of Ib,
NOtbrnlan„ of rim Mork C,,l'IR 1, IOR hall pntntp.1,
.,ttic mtth such oth,, tart) Ig n.gonnion nr nlltmlisL
r,aily, Iba .lint III labamtuvt or ether drspnu r, utlnnNr
lxocadmga•ret ha <ON RV11Oh shall, Iod,, mil,)
,alert narzuru.d b, 1,,", arkl ll,gul atom mtkntn,6 and
hold �amlm OWNE1, I-OCI8Tl., IY(MvTjdos
(snulwat rod "),trot dat,th of mdm,Ela "roplov.d by
,all of tram Inns and It marall ,Ium wv, cv,s and
dnnragea nnlag cut Or of leIldi g Imni in% Of inn ,x
a,tnn I,gnl or rywutblr broirghi by in, ,a,h warm Or
, aolsnit a@dm n I tRx` I A l Do)?.t LR or mx„Wh, r pain
md,armhtd fhCilmd", u, th, I'tmt own d I,, ,n lyxar
uµxn Rls7IIhU (gRslvR.ltu u,.e nl d„ttoia
„ h Dutmg 11v Nola, s of tar Roll, t p, I _lCTOR
�hdl O—p lilt pnm,a• Ir,,. Irvin amalul min, of nra,
mi'l, I, mhhAT and star "'I", nudtrog bon, du
11lrk 11 in, lovill,non nl Ih, Aon �O,lRA( IUla
shall r,nma all „t"k mal,nals rubhnh and d,brta frun
,I'll ,hola it,, prcmur "I,III as all mot., ilgxlial,"
o)anr,Imn ,y1spmutl and amdnad, end ,,qlu,
at miJ, , (1, IIt IU Oh Jull l,ar, th„tlt ,l.)n and
,,ad, kr oaummvl ill tni'dl It r1 Sab,ranu I
Ccatpl,hon ni Au IV'A I -A I ld ,(,I ok J 11 rcson, to
onglnll condlno`1 all f+rop,«_v not do O akd It all,ralton
ill Ih, ( ontra,t I )O.,mnov.
I,18 (+)i IIL1, 1000 th dl not lxult(It plumsam Pnl
d In, soo,uu, ill l I'lOW in an. t r that „ illmdmy,rnf. cni,ao, n r If"ll (0" ,1,11 IoR 11biwr
I"at d If,, Rork It tducln p,ryxm h 't"I'l
pr„inr„ th a „dl ,nJ ng.r i
(b,"I'dDna """,
0 13 t V 1ItAC7<tR stall rulasil w an a uol, plain ai
in, it, un, rtu+rJ npy of ell fhaumgv, °,pwiG,vlmnx,
AdlMrdn lklat 1m,odnmta t_h,"g, Urdrm Ytmk
(ham} Uuau,,, Irdd Ord,n and wulttn
arkrlT,tauon and ,laniwahon, hawed punuart to
pzIngniph It a1 ill wod nr Ia lot mnx loted to slum, all
,hetr3i m snack diuu.g cintarucuoi, rh,x1 ¢cord
dowmarvs togodt,i unh all lipp"I ed barn and a
u,unluran of all appnxl,d Shop Primia „III Ill
t nJabl, to l N6N PR for r,fuao,e 1.poll wmilld a i
of th, RSaV and firm, to rd,,m of foal Fal mint rh,x
reaotd tkKamera, Samples and Snap f,mimn will he
dth,eredInIVA IPRfor($v I,R
NfcTF and lYor,ennn
u20 (A NIRA('IOH Jill lh m,pmnrbie Gw
'nnwtalli nnum nmry3 and Ialmi ng all safety
Ir,,,auuoou I. till Ix.�'ams m,omrn.bon ulth rile tYork
CflA^l 1,A( I OR shall take all ).,,airy pmcaungns 4a
Ih, ,a 111 Of and daJl PI a, idc the n,' O —113 ryut„U,m to
pr„,nWamag, mlur} or I,us W
t �0 rl I Ix,.,ns On tlu R rrk arm or silo inn, Pr
altcct,d ha th' It nrk
0'0, AI the text ,md maauls all afu gnnrnr to
Ix In,ufwnud rhmun I h,dar m enl'Igo on or 011
ill, "k ".I
P'_P 1 oth,r Ixolxrq n rb, me 11 addauert thuvu,,
auludmg .,,, snntb,, In,m ill, ptluncnls
r(o,dtapv wildnr,S utghtur and Undergr Auld
hcthnw 71111 d„tgmmd for rem., d re7e+cr•ion w
tyxl,c.0 int m l6, uatme A, at ii ,uxt
t ),11,At, IUlt dvH amply w,ih all tpph,.dth i
and F,iml,tool of vry p.Im tldl' It a Ing lunwinfit 1, for
safdi of p,x.ara or prcRnl, er io Ixo4ct Them Gam
d, it, ids, mein "for and shall "'M all 111dmr101 all
ru,+an ,zh",ond. (Or *.wh s,den I'd pnuaan
(O tl kIll.l UR ,tall vonh "),oars oC ndl r.un fxo�.m
and of Iatdif, rnuld Iucda", and nWl, oltners uhtn
prok,twon of th, Rork rna} rn,.d tlwm and hdl
wop,ae, wtththont,tile protelaWn 'a"'al trloual�n
ad r,ph„m,ml ,A Ih,tr rrcofx.M All dim iy, nnury nr
i„o w m1 prvpd'ty r,Iwed to al Ixu 19t rph10202 or
(IN 11lu11l Jrunlr,a uuhiegly Inwla,loor ")fin b;
(rrli It iC I Olt tm $nlxontrac(„r 9upplwr ,¢ Iny
oily, p, men0 or ",")moon duarl) m nmbro.Ih
nplo„111a at v of dual to (,tl,nn,a ru,nnh any nf4r,
Il,rk cr aay2m, la aIwu e,.. tin of th,m m,ry I"I Ir
,hill h, n m,dnd In C°',� I It \i f t tni t,,n IN dana tag, or
Fa In,
I to rile I m(t el Avn I K o w xixuh.a1, ,,
rr to mo now oroah at
t an"On k2 re f \OI y 11, or
lion, ,I-f R r r un,ult m u nnycne ,1'm ,I by pan of
Them of ingot kl ,xtu.„ , , nn oftl em ,, , Ix Inble
and n„1 tilnhmahh d�nv.lb ar m,(,%If m II , k Or m
Iwot, O, ta,h ")..I'll m,of C,O"Iri ,, i"uor a
b,i ,tova,ior S.ipfrlar'i oth.t pu, l aOf if.")
JIa,111 1 unla„ih Impl,� ,d hI un al dumr
11�1R Vr Itl Isdunesk WI till Ilya, fe,
uI I pr ¢e,t„nt et th, MSak a Ill ,rnIllma until uah nm,
i, tII rile ll'ot 1 iP,cn pared and I' •,l rIA I IZ(, lu^ i sual "r
LJ110101Iltill, 11141111
,,,f 111tJF I[RI <�Ilel}tl�l)Il t[,�I,x4Y (Plt I!_"ub
nawe to QW."' 11 and C,. \ I R tt IOR, nt aowrdhxo
onh p,u,agryph 14 13 that (h, tl... I "aawpJ th...... pr as
.tlu.la 1, e,pr,A) Pmvaltd m cnmtcumn ant
SubsWnn d ( ,vap di ol)
621 tiaJery Reprec+umrne
Cuvllbu11)P ,I'll deftymte qualthed and
efpul,nccd salet, r,prranwle, If tht .It, "how Jett,,
and rr,P'unsbthlu5 droll b, da. pre, wta n al a,mdems anS
all maAamin.L Old save bang Of sll,ty pr,cuo,lie, .xnd
),,,aramm
HnDmf Gnmmunrcnt+nn Prngmmr
12' COT, I kA(.IOR sMll h, r.ap,mble lm
cn,xdma".e any ,mlungc of matcrml'll.t) dIIII +hits w
ath.r barard coon ummoo n+f,+rm7non rtqufred to b,
mId, nutlalda to ut ,u.hugcd h,Pnan o, among
anployres as lltc sae I, ewsdam, aah I pus or
Reaahoalm.
Fillet ... a,
h 21 It, "'men.... ttl„nngthc won ,,, ptnwxi,m of
perumn to flu P,nl, tat pnry.ag at ten It, of aJl akin+tl
dxr,h+ ('0 d'Ik%('t Uh ..JahRllI gx,tal atum,holt v
nndnv anneal Irom n@^ I R of I 'a7 1A1 [ R I, obligated w
atn to ppuma, daelued Sams, nger, or lobs
.0Y[kA(10k eh Ill n, Isha[;tl[R rnaull mu,n
law• it C0,1RA(W)k hdlm,, tha ny ,umf,au
,ht,gc, an the MA at tnn.4"', Rom tIw Can0,1
Dceuntsma hn, 1%,a cauwd flm,bt [I F*N(,R`LfR
,hmmnnas thit 9 ctnngc rn if,, f omrval k,eiacnis Is
taqun.d Luunvc of ttto vnan LtI.Jt In I r)\ I R k0 01I ut
re Wm to w,h an emayen,v a A of 6 CIuw Dia<Iac
a chsnpa Olds aul bt iwu.d tar d.,.tmnm Ik
<ngxgoOt,, ni w,h tctn+n
624 ,Cb,p Prmau.g,aadveorph,
n_J tU'TIR1.1'JR dull oufnnu sh.ry Innw.@,s
w hNIdlIf I If to ratecr ,nil appal al of uwodux,
,.dh 1111 ec„pwl ,.h,d,k of Shtp 12nmintr Old
l,mPI, kkllmals tine pm agr,alth 3,n kk11 wbnuutls
I di h, nf,aah, t as I MdD I I It tat I, rcgmn aml m
the rnu.lxf of ,opus tpa.aL.d ut ahi 'fm,rai
Il"premmm It, d Ra ehoan on lIm lnnp Rt Ix mtn
xdI b. wn,plu, nrth asp,..[ In Gu route<a
dnnunlora sD..,th,d rnlhxnnm,t and drsign,f n,ui
navnalis and vnrzLtr data au hr.t 1ilD(I R ibt
m naa d. and . µ,.."mat , OV I R %( I OR p ,Dose+ to
Ixo,ad, "d I,a I.... 1" ,Ihl l k to "I"', III,
udantahm for th, limal,J re,Iw"0 of
tiC Cel1[q +1,I Ok duct Ib., uhnul S.intpk, to
L1(!JVrl R lof nv.0 taId goixovsl m ......laixe
onh entd I,-pmd + ha'au of Sh,p Druo n,y and
un ph w.Ihnvmi6 f mh • map], udl b, idundm i
:rob a, to utac I'l `""I" µinn m d.fasi ..I.h d
anah+. mnnix.rs tnd the I,, Rr vh)J)'mmkd ind
alh,[nue IDivlsflk m, n.µm. to kilter
I I,a,lid I:R W raver the milmnml iri uw hauled
t .U,aa'.nau,MpLW Vto,rlr ,. 1, 01p
a qfS ,�I [,Ni,x r11A Vlnln 1, u, A, rli'rom
palpr a, teyeu.d b}Ih, FlonlMs
of .,xh 4nmpk I+ lK. wbmrtlfx! tvtll b, n,p,miad m
ih, SPcolhc ¢a<.n.
625 axiamnal Prac<dure+
1,251 Del re btUhnatmg cub Sh.>p Drnxua: a
Sample I Of, I R V 1 Ok AM hat e deternmerl out
anted
62, 1 1 dl lied m.:uurcm,nts quvnuaas
dulxnWmvc ,pe"fici palarntam, ,leer',,
nntnllnuon regtnrcnurnS nt Called, xta, T
numbers Ilia umdnr mlottaauon lall resy..t
tivr.to,
h,J 12 tll at tfeuals wth rasp yt to a ndcd
ux tabnwnon khggnt>g hmdlmg luaIiI
.uw.mtbl, nxl it"dlauon pallmmLY to dm
Ixrhxmagca of xbe 11 orA ,nd
fi 2, 1a nil mlbfintav remake to
( ON I k AC] OR', wl, µ,J.)mtbil➢k, I. ks1`r l
d 111111111 m,'hsxtr tedonfqu<s, scrplen,ts and
M",du". ofoorua,ruttron )nd e,t K Iau,vaom
mall pa ogr a,,, mudcnt th"tto
(CtiIPe\MOR shall ,,Nx heu m,u"stl tail
uxulm aed tech Shop Dt n,n,g of :ample Il1d) o16,r
Drnuns and ,,tmpl e aqd pith un
tell,.. nenl, ni ah, Unrk and at t wraao
Doe imles
62,2 t wh su(nn.t d isill hcv t strop or SIAOdf4
wtf.t.n ntdu. itm, that('Y A 111A, tt lR I"wtk,,,j
CONTR WTOR, obhgallms finder th, Comae
kruatam wnh t 'I"I to (.00T Rol 1 OWl a, la ,
,I'd tplumal of d) a salrnul"d
2<t 1t it" am, of enh wbnuwxcn
h}t1 RA( IOf, it gne C.A,dNhI R
atia,n'II of x'u 1111 aL,me, If auy_ dnn th,bhc p
In naafi or >amplo suhal,Md Inns hmc tarot dte
,,qwt,naut, of th, Comte., IJowm.m, su,h noma
III, to ar a nuurn .ten naueaaftm xpmat, from the
whmtual tad m id,hta,m shell cauw f 11111fl,
m,tnton to to undo on ca,h Shop Ill ,,IT aml
letmpl, vfbmnxnl to i V,III I lot ,,ie,. tml
,IIFI, a nf,,,h so,h aarnnaan
6Y 1'stilyi'l IZ xdf raxt, ,atd eplxrn, Shop
tltftsutes nnJ't tnple, ut tw.adan,' fvAh the :.9ndul. of
shop nd smnpl, aI[vunaaly acu plul by
G,, I.1, m,l, al +l b. pn.ypaphT9 £1f th, k's
n.eo 1 fpall dadIh, onhtodllot alrl th,.1i 11
uv.md h, dn. uibnntta l+ +sd1 adta , fnllat er
u¢f=q+,Icon a iht Nolk "meal h, the ntivun n¢n
un.n m Ill, ConfnW Vro 1.. .. •nil a ,omItt"J"t arrth
Ile d...., mncy't I th., .,,mpla, ih,al..t a
Ltn,hnutg ,thole anLcofnl `n ih. fuila,mt
.V-0lOI,Y I ti, e Rs t.t u. nod n pn,» uf1 n+a
,shad n mesas m.tao, r.,hni'I. ayurn,c+ or
I'llel" cto a[ ,eI' Jual , 0.u.pt eluu a I 11,lI1 of
m,rc)v, mWaai n tamp,, s.+tn.rvro of pro,eJm., nl
ivmau,tton Id'v'Itmall, Ind ey Ies`,Iv cdhd Na b} lw
Conant Doulm,nml or to sof o pr,c ¢noun, or P,(W, mI,
in.rtlmt J)Ir,u I h, m I,,, ,npl IIA",n l of d apdnm2
ttom e, eu,h well not mdIcni, 7rpmoual of th, as,Inbh m
vladr till It,. funIam. CONIRACTOR .hdI m.k,
urrn,tmm, IvNmr.d In. I Ct,IRt LA wId'ball i'tnm the
rr., uI,d main, of tOtncle(1 ulpres of SInV Dm,t nit,] mJ
mbnnt a'regmred od%, bamoe, for r,wlew and (lhro of
t ON rR W I t,R lIfl daw vp, do alt,ntum n, wrung to
n, reom oRe.r than do wrremporu AW Iw kry
t?V?G 1A9'fR Im pr„ulu, aubmd61ls
A2? b't{m7N5bRs rum„ and oppro,It of `,hop
lam„rags ur )amplca g)al1 notm-cj.Nrt,dCI0R
Irom rr'ponal-oay 6r nor v,nmioo tram th, requtramnmc
of th, ( gannet Docum,tn, vnlev-, ( ON I RA(„I OR h,, m
untu,g o ll,J CNGINI LK, autumn to ca,h rod,
,artit,nn nl the time of aIhmmlon as rLIpr J by
Namgraph ( I I and lN,,D t 6R hu, graven qn lCrI
rzpixn, al of each uh "mu., bV a spcnftc 'Iman
n„moon dmertnf ux+ngnetul In m at.nsllanpr>b tht Rln,p
Dnonmg or Sampl. Ippro,It nor sdi nny npprn,al in
1 I l-k r,lw,. (ON114V, Ir,R front iwpwndnht,
lar,tnnpl)mgx nl, tin roquwm' nt lxlmgr Iph G 211
+ -N Ulxx, a `,Ixip D'alIng or lmtph I, Itqu,ad b,
rill I.,,m+rax 1)o,umuai „r dx wnaluls of `,h +p Dn„n�l
and tumpl, .ubmt worn a,,,pI,d by P<W, I:R u
regou,d be xnagnif>i,_q, one I,hned 1\ak Iwtcrmul
Iuwl ... I W, r,m,, and ppro, rl nl 6, lx amom
,ulmvttal ,'ill he 'It th, a,le cyxn¢ and n dxn,'lhlhu o[
( ON I k 4(. I OR,
(_onamm.g Ih, nark
629 CSIA71Z-ACI0R eU1 cam an d,e Rork and
Idh,r, to tilt pr)2ra`,v nIIIAIl, daFlog III d jlnt 4 ar
dlu,�e,mmr.a rah ORNI h hnN\, AeIull tx dda„d n,
Iuslpon,J jvnduq} r,%v[ona, I no dr pu¢s nr
'I mpe'tnenh, R,ept a' Dnnutted 1)5 pn,eaph I' Ina I.
011,'ih and WI 112AUI l2 nta, olxcn)n ne", m
„none
630 (OANttf RM, ("".I It...rant mad
( ...I. ,
1,1-11 (.walkVCIUR ,Nuramn vtd gonrmuc m
OA;NI R I %WNGI 14 and I a'td,AI I R, I I dtmtn
Ihm all 1AbrI xell b, m nat+r<1irw,u lh fh, Caulrl,l
0„un„ ,I, M all rot b, Awfa.nw
I' I It it, I OR', wan rot} and p, u rot„ h,r,rn,Iu
r Ihld..,,kl.,t, or dam Ig.'au„•I1
o3,11 [ dot., nlxldam,ao of am ivol+,I
mnnnmin., or olxrauon h, I"', Dial, thorn
"oA I R v. rUR Jatxct unom, w oppi, I,, a
m, 1n 1 2 rum J , olr and I,nr vnd,r n<nnal
ag,
I, rut: 1-U, 1RACIOh, uhlrtlahon to lorkvnt m]
smpkw th, It „rk m dcwrdmc, v it, ail, , .ni mt
D«un,ol, 9nill in 'I'lut, Aux of the tall •„m,g
,all ,rn,mnnr an I ttpun,a o[ Urnh not i, n, t ,,
Il ll, o-IHlt I )VW1It, `,v lye 11 mnl 51110
n 1111 11 11 1, 111A I , ""'01, "" "'n" , 13uv it
acconLmce )IA the (,aura,[ D%ummle w a telr)se
„f C ""dame ,in
t, Cunnnm u, Iwlftcm Ih, U(xk
In acwnhma+„dh th; Cunuea Da,um,vts
030]1 obso,atwnsby bVGI1MCLR
6 alt? = re,omnomI,.lwn of am, pmugn. of
w0 faym,ru b, l.No IN'l (12
p}q:I In, ixiunnw oI a ,omi wore of
411,tamed ( rnnpleuon a am pa,umm I,
vVANh 1 to C Ul I hAct Ok uauh, the comw
I hwmn,nla
5111_4 ,, n w-upmwy of the U nr6,a are
pan lhcrwk lx) UA'N1R
d 1112 c n, ace-pnna, h, OWNHhk ar my
ladury to do x
o3n2C ml m,o, and aM,oM of n Shop
Umcomg or Smmp4'uhnnt d ,x Ih. nnunn.c of I
not,,e of ua},t lbillN h, f `^(3lai'Cil punmim
I,) pun j nph 14 11,
(r iit"_ 7 nor m,jw.on k,1 or aprymal b,
,th,*, ar
1I1023 anv t nle,Nln o[ &/,,me lion. h}
OWN1 R
Lrden uyt,nnnn
031 la the lulls, c.iwt rmmnxd I,} lawn and
tg.ldllon (ONIRV('IOR shill nxl,innly .111 hold
plla (AV'N7l L,mil,F£R CvGISCI.R,
! ooadl Intl and till ,ha4LON nnphlyus agent,
and mb,, mrt alt art`, oreech coal aw of dam lam I I
Igommiol el'imi>,o.L^. lo,a,, nd aunt, o,,ludnce
Inn not hmrmd ,o II1 d „41rgco of ungm,ci,
m,hdcriv dt6 nnl. andatle.r "'h. ana�, and N1 coon
or nrbtu Ikon nr ralxr d ,pun. nbIIIIU,n ,rnty ,nos. d by
rosin@ oat of , nmlhnc home the p,Io, man,, ,4 foe
1\%, I, Dim J,d d It an) ,u,h .I um Lo,t 6,, of d..nag,
w n It"nod.,we I" Ixdd} usury swLnv dw,s or
c4 nh or to ogur a, or m[,-,ura non of t memhle plc+ rR
dahcm than du A,vI"It) unludaw dh Ion of n,
i,,adhot it) .rch,mi and III) a. ",Wd in ul4)lo o, nl pm
by my noalw,nl u,t or ouvs^loo of (OA fR iCi OR urn
lalno,nn+,I-n u) `,ul,H,r on, m rn not nnm
drool, .,r mndnualy unplrn,d b, Ira) of ih,m to 1u,rhvnt
w iWnolli an, nl IN 1l, Ik ,,,m ,,n, Ism o1w,, a,t, an
of In, m ma, h, Inbl, n-• v,d,.a 1I I'll, m, m nr nol rams )
aI part by au, n,n�hgur v umin'ou ,[ a pctvm vI a [It,
md.mmix,.I h,rrlrIII t l wlndnr handrzl 11 mpr>ad
ulv`n 110, u•d olml,d p,w b, I auc rand R,giJaimn.
_.,adieu ul Ih, nrgliym„,a au) w,h Ivl.on,r entu)
,,32 In am, and ill ,lulu, apnnmt MA\ R ,x
1 4b1 11 la or Ira o11h,n ro,p,d n., ono ,dlant. ,,,,n,,
ot6are dn„on n ...pia,,,, b, ury ,mph,.., (,a Ih.
sur,n,,r, Or ',M,mnl yrz,«ntun, of lmh cmpir„ , J
I,"i R V_ I' )R an) iIII WIIU,LWI an `,urphu am
I41 1,11+n 11a on rulon air, 1111 or nn hra III Intpl.-, ed III
au} of than to pilouo or i,mush vp N III, ""A of
m,mi III,, ohoacts mi eq them ms b. Inhk, ih,
Irl,luarmu.au,m'ibhaxhtm will" peragraphG II ehnll nui
h hnm J m an, wui bt am, ➢mnalion at lh, mntxaa or
tvit oi'duneg,a ,om pnmuon or b,neitts palubl, by or
tort ON I RACfOR w nnl ,ich SuMminnaur 1npplm or
,qh,r puson or or�mtwit under uo13.<m' uln(pOt"Ittoa
Mx 11JIMlnMrautbid^or Mho toplq`ee K... III Mt,
G 3e I It, mdemnduuntal vbligettwu, of
COVER V fOR ands paragrai,h 5 SI 'hill not worol to
die hnbing ,I rMtiNl PR mxl [ ViliISLhR'a Consul[mus.
Mhcorn 611„Iors, ,mplo,es or ..penes 11u+rot 11 Iht
TroCn,(onal ncghgcnm urou' oirnmn o,, of Very "f its' l
SLmiril nfgMigaG,urx
ntI 111 repnwntnuons mdenlmh,mhxx, Itlrranu,a
mdsu namao Ioadc In «eryuvd 61 a gn m m �iv<sdruas
111111 fix C,vItnol Nalmmlts, ere 1v,ll 11 all amnnumgg
Ohgiums utdnetul m the I olmaa Uaumem, tl
urtli' t,., l Isiyincm ,xnnPlouon and xo.pWII of f,
tk'Q, k and t11n11n9h14I IN t11 Ipllunn of lhe.y5t11rv1en1
\R fl(1A' 7. 0111PR{V ORR
Rdw,d iV tii m Sue
a I Otto'] R Ins1 p, lmo oth,r wort rJ o I lot th,
)Norvt, it the , io by INIM R, onn taw, a AI ether
dv,ct contnets tKIII11 einoh il11I1 .nxun lulnrnl
t"nndlbam ,lmilar w 1hnw othnxodt' 11otk pldoonlJ
M unh,y u11nu, 1f ih, (.ui fiat rush odmr ieork n to 6:
Iarhmnul v.> Ill nal'd ai the (Ioll s,1 )"'I )i Ih.n
rp ".1i notice thereof still Ie 11,11i to r"U11IIAC1 OR
Poor W ,inrtmg am M11111 oih,r ¢ark and
(u)(rINIR1f IOR mat niabe a ilann t)"'tor 11
1I, of idi d it H l u I„ I I and I I it ( I !2,I( I OR h I'll, I
filet , III P,Ifo m In.n ell imObc u1dln,vr 11 ,ylemo ¢)
t ONIR V 1 toll o1 IAa1tie I invlil 1mh rzrd th, pwfio,
n1 uo dill to ter', m to th, snwm rn 1+ant dulcot
71 1 UV IIIV I01L 4111 ilara, ob olha coro"'lor
ahn I a nmt 1111111 1 Jlnd coup a( nut 1111 uum
I" 1,' tvd O NI R II 0h1,11R n li,rlornnng Ili,
,¢IdihortA torl xith OAIlLIZ, anplo.e,'v 1^ropli a2c1
,III m,lblo I,, I, ual 1ltnsonlhh o11"orcuIII, I", It,
mirvdun lem and sIoi It m nnu.J, mtt egwpir"m Iunl
fix „uuuou , I a, b othl-r t, wk md,h dl pr, Ixd...nn1,t
aal <.+nhnnll th, 9olk oal, Thor, I'Ill„ oll"o ,i
lawld,l 8I d1, ,-onttmt lawwnuri', (-0AIKACIOd
,hall ci+ 111 cmng num_ m,l pluh,,. oI h,, 11o.f t'im
um, It, ngniaG 4 MA, Rt "1 tat ;m 1, amo I"tIII
psl.,,dv uld un,m,t, v It mh olhm o'A
! OBI It if IOR sh III not'I' irgar m} "A of oilxis b}
uM1tng, ,I, mim, oI of, I-alK MI, nO then .i o,I, nrd
,till ooh "A n III, d ur ., i1 h 01 w rn„n ton,-nt I'll I'm,- tht Am, ,",I of
r'rlbo,: I +ik all II ill,Yud
I he d tlo% •'d n,P,vulblhul• N t UN h \1-1 OK n'i
dinpt Io1 Ih, Kii at I xuh anda. . v nu, and
-11i ,,'III, 111,,• 1, it,, .,tern thn I],,, are „ntl,rdile
lamixons tot diu Iwnatit w COMIC%( UR to said
dnni urlirtlly hWxicrn ()S1` df R .mot sic h umhlo rnrri
...doll. "'mall....
73 It Ih1 proper cvccutlon yr ,nulls or 8111 girt of
I ON RAG IORs Wink delwhl, up,ni nark pert.,,,
by .than under Ibis \mild-uAfRVTol, drnll
m-pe,.t Iich other iwrk aed ftmmpdt report w
1'111INMIR In tinting urn il11111 d.f dl or d,hu,lxns
m such other wark Ihd render it un.n mlabk er wximiable
for III, prgiu ev�,Iui,n Ind ri,oh, of f i IMl R 1e, I OR.
IN COA'fPt.4f_TOR., Verdure ,.1 to rolkml ,till
1'7mutm, nn nouuprmlc of wch olhn uod, m (It imd
prop,, for mLegm,on with N%ork
c,wpt far laurt rr nmeppnreni dd,,te mid deflnnnemc
in e,16 oher iwrk
e nort@narwn
74 It ON1111R cnnnm,ls ith wham for tho
po,t..mix al otiv.r i,,k on the hoµct of th1 at, ttu
tMlaamge dl he xt I mh m'upp6an +1wr,} I ,1ndRn m
74 1 thrprrsan hm1 w ,oglxauon idw i+dl hi
..mitt ra, and r T,)... hdn} it, coordlrouon at Ih1
nlbvdlc, anmirg III, ,anous pupil umlnmu+N sill ho
I,lenutLJ
742 [h, .pn lhl ulaulr 4i h, an,l,il 61 ,n,6
autti(SuIN m,d l egnntlII aIII Ill nunla,l end
713 ih1 111M oI ,,I, iwhoNi and
r� Ixalslhlhu„ n dl is pmlud'd
I'nllu o6rriiw proildcd m 01 :olvi manm,
t,lndiuom OkkV R2 dull III, w11 m6xmti dial
111fiulvsiblIM m 1esp11 si,uch cuonllmsnnn
V21 ICL4 & -OlA AI R'S I<f �I'O1JI IS11J fl4 S
1 b11.pt et .lh,m le pl'II'li m thsl ('euzial
t omliown opt,19h12 eltd t,.an .dl .anuiimlwmrnn to
CONt 10.ACr OR Ilu, ughEMANLLl,
it2 Irt mx of wot"i.Ion of it,, lnplovnunt of
11.<,f,detR OW1.11, ,Infl ,lrymion tie s,,gux,, e�.rur.i
xMm [iiklRACI9I2-vti I, inla•nnl learhleltien
view Jail, audio Ili, f owi,I Ihuun,nv, d, IR 11 Iho
ofth, lonnu FYtdNI I R
b 3 .I'V'I It 'I"ll Iuim,h III, htt n,pmul Ill
OooNrk undo, th, , "punt I%)luuncno promptll ntld
'hall 111111 (xnm.mn Io r f i' I R V, I OtR P11"'pdr 11h n
ill" er, du1 i pin d,d III Ivavu,goh, 114 s,0I4 11,
)d ili`v11 lia Jute„ tit of III., Illill, I¢x6
IWIrtneota and pr +idr' ,n + illnLlbhsh te,`u,rxc pan'.Ir, 11 It'd m, ,�rrq,h,1I
nnJ 14 I uaq,ph-I^_ l,tae III ,I Vt ha idlnuu Wg
nml n1'am,, n'11I to 11), 11,4,10IR ccpli, of
a1n rh of o1plomtavu n1 it u-.h of tilt Vufa,i 111r,11111111
st the it, plat Jn,. rwc ,t i>ni I-] u,l,I lu m u1 aauun t
.ntMur•a ear wilacnwrs to dx I(, then lwve hcIluulletd
M 1-`vCINFtR m pep arm_, the (omr as U,;rnma mti
mvsarl_-_.nxhleornit,, hob ekle-ulvhtpwr,Nway tro oreet ntwe r�ara
form in paap aph, <Mr000n c 1,1 9axmJ
9 0 ( WNt R I' ihhgami m exeuw 4hang0 Otile, I. n
mch(vt.d In f ara_rarh I (14
h 7 VAt;',rW, r..'p1m11nL15 an r,,Mi nl ugnm
nesPzoona h.,t, anal approval, Ic +et rash In
lmrekmpb 1'4
NN h,ro,mo,,oh OIVNbR', nahl aostop 11oil.n
surlx.nal t%'ok m. Eor-Igaplu I? IU and 14 1
Pmlglnpn 15.2 cords with OU'A} R, right to i..mtumt.
'e,v"'I of ( O\ I KIWI OR nndar e're'In omum't 1i
89 ]he OWLIFR ehall non eoj no, dire,( or have
wunot cr auihc rno ear my U, r'sloo tbic fit
r GV I K 1(-] OR v mains nrethcSv, a,hnghI e srquwc,,
of lnoli-dalI of umwulttryt or dt,111111 pl,caudom and
pr(Tromi mnd,nt h,oto, It ict any hdur. of
C'(JIIK V'1,)1. ro umpl) uoh as.e and Kali
anph"dll, III III, Iom..i1no OI ,w loin ens,. ul 11'. tbruL
IMM R I, III not M or (_()A'I ILAU OR"
hallln' n, pwtolm oI fwnl'h he Ncrk in a,cor,lm(c sill,
art,I onnattt oc"aEnK
k NI UVL r.hk.. ragpmebtllY) 1n reywt art urnb alased
-\s1xA,,u,I,VI Iis , n o,e—llamrdteI va I, t-t w
Rndnnth it T rII t.n„1, unwve e.7 or revxnit,l aI tlx Ott t.
s,i f rth an g+ragmpx-I
1-1;--11 ,mil-terthr eV not OW2oTii-lmvmuaai-ta teawh
4-114 t R-VA OR-rea'.,oabk-a,nA na,-itxri—}waex In!
In ... Soem, hue hem mode to kn,h, 011A1rR,
,,M,olltvx,-unde-nhe-a ontrachl'Ic..umnpa-.t}tk;vb&.
rrtryvlsAvhro In ,+• ixw t1ol"I +. IJ bit as sat lonh art 11w
`„Linjoman.nn /.,nd, on,
\RI IU F 9 116IPI kR I, h1,V US D( RlA(.
Co151 Poi c rioiN
UIYBG.R 1 Kcprr+mrtafn e
"I fVa31'II6 11d1 1, 04d[I, np"'Ithlve
clvnl>u h, .nehu'h,n IVIVd lit, fare rid
,ywLal line- led ihI llnvnown., nl .wthant} of
C_ I1bII:k I rcll.alnl„ec dmrtg
wn11iolu n I,, ,t lodh an1h, c ortmct lhx um mts I'd
chill not 1, .nmd,d v Ihow I1n11, t cem,nt a f titAIsh
IIdI'Id'll i
i 5.m ro ILI
rVI I, 111, eI I m, k, 1 I, It to rah, a it, art nro,rr, I,
Ippn.paai. to Ili, ^11.m IIIg1I 1, 'On'tm (1011 11
I'01A1I 11 dElnA n--am In ouiv to omen( r. on
..vV,,,na cI a1 J gnahh,>Li d ,,l Ii p,,e,,,, 11 in, pmare,
Ihtn 11,111,11111111,11n atl'Unld.11un
,. 0,,, 1 I. RI 1 IIIIII111111n tll,i\°iRlt I"'I"I
that Ims Fun made and the health of the viriOIs asfx,a
of ( OVT R'i(T0R. <,cwit d tA+)rk tlnxd car
ntlomlAtion obimned dunnp wvh , ,a, and ohneermo.
L4(,I\1f'Ih tdI ,ak,lur le, lb benurt of OI%"LRw
ekl"num, m gencml ri file 4N'ark n pnxxedtng to
oIxIodooh-, xnh 11w i-or a D,,onn m, I hdIA 1 R
old rc11 b, aqumd to mark, ":heustn e (v wntlnuous an
,,to lmpe(llons to check U), pane} or .halo[} of the
li'M liUM I'k, '(Ions will lu dncct.d toeard
prm adark, lla Olt s+P R a 11Wler dtgne el ,onbdLo,1 time
the ulmgklxl llul. vdl ("focal gin,nllr to the
I onnatt Doo, rants tfi the Ixt,I' If,na,h veal, aul ...l-
ane rhseri thong 1il16INN R a l keep OWM'K
inform,d of tin ptogn'e N the Wono nt d wSl emkeo a (o
auatml normal ion,, Rod 1XIIlM1PhRa
z Ivna and 1m a]aC ohs,rvagorre as m,hjIIt to all the
bmnmtore on l,\ul N1I li auihorlp and eno,,,lbihq
set torah In parimph o 13 oral porhLoI lrh but nniwtn
hmileilon. dei or m i re -salt of I`Ntilwl ER, on ate
slate or atttcnannes of C,)VIR4(it)Ra t%hd,
IN 311d rR udl not SnajCl\1x chre t coitlrol al I1at,
lulJrmi} I,er or he repsnahi, For (O EkA IJR'
h, IK nxUnal, I,, nnlu t xetluem s 0r p1u..Jure' of
ao"rotom) r the ,Lay I,r nihot. and ;)Mu,m'
nmd.nt th,mto or t x ern Oleo, al CON I R l(.1 OR to
111ol 11 111(h I so-' and l2euuhnnm 11111 Iulri4 rn Ih,
ivrnill of En,rionnom,, of tht tlsA
t'ra/eel Re7oeceNamr
9 x 11 ON'ehR and f 1,d%f pit go , I YI,1NPF R
n 11I hmo'h i Iic.soJcI)l f)oNc1 kg000nhtnI, to iw't
LNQ1NFFR 1n prombng more ,omunxms abw moron of
the Work the "'hmsbthva mid authaxm and
3lnitmons dioon of on, Iadl R.nd,n1 Nolott
Rop,I )ahve and mwamu uIII IV " k"ded m
pecr,glxpiny t .nd o 11 a,f-o,Ihe a iNA mvlktn
Condit om of does, Use II I ornlo"I, It L IIL bR
111110IIII, atwthet rpl,wmml, or igenl to n.pnann
Ak",11 R at lest, raw Is not I?A,pC[ I R, COIII.Io nl
icrnl nI ernpll>tu, Ili, o,e nwohtu e and aullioni of
hi:olh e tlnravl of :v,h oats "I"M w It 61. I'
Inrn ldttl m Ole btry*INnnnitaxv s "'noon, pandmal41 r, i
If IIIII- tnn,tal (,)n<ImrnI, It th.l Acdyhl R lunushes
� RtQent i1.a)ect IL•pty'aniaG,1 {IdYIi1 t.9 oUxr
rmntant+ aril in, OIIA1 R 3v,no(' IR,prt�.rn,ana
hr van[ ill u_lnwldod in roiniv.h,h, 1 of Mc I......I
(,oMlpphs h.3_a NepreIem w1« Qull Ihge he nulhanly
and hmllatlLns as pruci,hd m Ix,Igiaph 9Jt of the
Uanytf t {at,llti�n' en,t eholl x .ubint m th, tofloa rig
J? ht R11'IIIIIOLII e J, IJfi_, In nwi
)v'rnunncnilu on e,sssk udl, l np.n,rtl,l>, 1rnh
du 1" (A'CL'.,k and ;,I)Nlo,A( lOR IIII the
K.prc.,mateli oil fe,p the oAPAK pn.lxrl,
sdusal ".1 [, auh mnncn 1h, kh, lntoahlII
d,ldiaa,�a uh l k , J,da -gel on1N b, mrwtgh a
+101 9a lull knawlcdu, and nprnowl of (h,
I_O'' I131CT OR
,,1' Duthti and Pvy en,I�dnr,__il1'rouet npp
nrd
Il wi, thr_(q<Iye o,
^.nodule .unl olkI xlh_dolc ITL1NreJ_be the
CoA7R \CT6h unl cemult tnt.h rhI
FlICI RxF_I R umu.I num eccgnaLllrt,_
" 3 2 2 Confcruwcv and Ndeabng - Attrnd
n h!Ino t,M, IhP Fr TOIZA(JOR nd,
rm"'r SbUtb(RI_ cmf Rn"S' p%emr mlo2 l lls
and ctbtr B?'�. 3ta!`nces apFl„kvL atid
amuhIn, ""." of mmW., of Ill". ngi
91211 Sao-' ns 1,\6NIIRS i.nn.m
wgly �2N \a7 R_A06 VM_jvinapally
tlgnunh (_O"' I RA! 77 OWN saprgmmdou n,
.vlxt tht S t)h HAt QId_ nt_u..lapD1.niIr"i.
the c Jryp}Icl I)g u2nuriZ
p! 2 3.2 r1 at A N uhta 1rnng� G,nn OW"JIK
,Ahv twtl_ Mads nr mfemnetngy_ uhm
n.rytnJ 1._,LnolnI o,ul not IT, A'yIk
Y)"LZ.3 ,L-IIs41ns 1b._.EVC'l'\j-I L.lod
I R \r,I (tR tt In, wnnran.en, a nI
vn ll nrk _r�gumng_ C S�ior Ihmttn� .r
�tntLle whmismn L ttli 2�IDrvsti>q hdkii2t
hcen epyxoecd Ft thn 1�.tl� \7 FI.
of P.taaye.
tl.0 4 Invlxyloa' and I t.[s
9 i 14 1 (onJn.t on mte oh..rrnuona A
m A..armmn.g tin[ the \l mk is prova..tnre m
n+?41+�th.JYnbdl>t�n1 ,It 7 L_r_,unlLytis
4 i 2 d 2 RNU _ h, thi f NGRNI'hR
wh.net.r Iht R.p,,,I,rpo Ix.lts.> ttj,i b,
,k,,, is gaitmp loo ll Ioty_oe L,t.an._t,
.W.[ net wtifwln to l t ammo I Ineci 111
v Iv" .t dmta niv nr dt+s nm L'A o
rtywAlk101 of To tmyectlon I;h1,,
.ynpt.n21 t eylllr II to D.rr IJe1anJ �dutll tip,
7 At rl dK h Ii uhmt h. F�lm'n nol4 .hoal.l h,
ufiat.J rn iC}.ctN drwkl to ulam ,ed
for .n».n non or Wynn', 'PIIIA I'Th"
tmp"uanoI ipyvoynl_
::dl Vcwmpam '.stung vmr"Iot,
rrpnxnmtg puhh' o, nrby nylnu.> haung
nmuL.hon yur 1}u„f'r up. t nc.nri it,,
gl._tnx unl+.tlo t2 _ unl
iZ w rnktT,"tLcn of i om'uI
t,,tn,gus Ins um,J,l In oftly, (nnmu
D<hum.nb nn nc.d t( mal �tnunma- to
O\IRA_ IOR 0mh,Itron rnJ uaa.gt.tana.
of i}R ash Str )fit mnt nLs r i.mcJ
['Y 11v I I,k
�Ilgh tw'u.nu_ Cousglu and
dose__ LUVII. 1y I-Ok,.sutra.+i ere_jgr
_t tl�L.t111 el li ll.,>�i>I fl, v\1"Wl In")I 4'n')
,ri,g 11 I L�I<i .t 1111111.11111 11J\. n.4I "t
ntaidih"iton ns Dlmt Inds of `rcafn atlolte and
R.pffi thee, ttu+mmoncNuon In 1"t�ulAt FR
Aecw.thjy_ timaiut to C(NTRA( IOR
tkm7ons uw.$6y ih. LV(,PN:'Lf<'
93,_ )jZtwrds
`;3 _ 7 I 4laoRam nt Ih,. ISNx.xninlrva
oR�o. __� ctduh tdv'ti timumtr�
.am pontkncy njgrLs o[ t.� .onC ana},
51tyF7 lha}ytpurs"a IXyiRlLI rr.rngJu'le III
4+1' on,�ne rbolmct IX c.um..nts m. hedmp dt
1 tnf, p¢ecnre 4han3sl.emin (hang.
mu,dI b. mt In h,, exc�1 titan l-&
Rued svMcquent m th. [xccu4en nt the
,nt,,p[g4p:ot ChbK jCt -tymau nal
Inarprvt mrnx of the C nnvau Uowmem+.
Ev»S.rsy, r4!*ah_ o-tnJ_ dhtr__pm3ut
ekx um.ms
a t] 7 3 hxp 2 J py ilyly
reLnxt irnm, yr jvadt,3f�+rpnc hoar. ¢n
jh,'Toh'jtI 3t"It-Ic'ondmorys I'm "I'tl'o
to [Ilto4lnnti T I o L dn,, tn, ch age,
c hanp. o"k, or cJvnngvl wrtd hems, Its
o{y ,n�azBx�d una,.d�:attlrt»,
, Mscn +unna In al..nIrflrns.l nd rp.e.fi.
malt`=trA,I,LI, ,L_ ul , mil, ,
NI,Ni IW%Pr*s^-duts xrnt ..ry)Imwtht
Fnllt E k
ot'7t htto�A nmt�.,
tddmrsw ,nel 0.laphon. nvmt><rs . t III
r9+1Si.A(; LP.HS ,uhm mra4u rz t10
m pnr vgq»mra oPugmwm and ntrnnolc
0'0"$' IIPIntA
93; $t I ljnvt t 1,v fI, 11 R Itnodm
ra(wrt•_ t rnulral of IhC pt.xtts of th.
lA"rl WJ m Rn C(r'xIJdV''FURS
ntmpl,nmt gnh th. pn: . u6�.1,t At and
ah.Jul, oI slwp D. lu ug nd- sn,,vk
+nHnorIe
o3+R2 CoruwA wih 1�CXLCR ut
�aancI nC whednlmp nuµ, c:^.t,
uI pwuoteyi sbt,t �t �mlx n mt pi,Lt�
Rork
Umlt pwr"d t hnte, ind'v
t J ll'nd 1)IRtnt. t hmm., of I fining
11'k'ut' n thn )I from 11, r (tglh.A("IOR
�md n.unnm.nd w I lidVt LIC I "',
OtJ.rt 44 or{, lrn ante _'_ku.g.� end Ldd
�rdin
-�01Ai I R and nAl .LR in, a'.unrna of
.oy "'Inn' t
Pn.me pt (yyuv\_1u Vt)1 IPluwll.m,
by pn'mm�t y nh (tt; +l h�< I r rR for unnp7l me.
allh thy atnbh�uI In1l1..luu Cor dau
uhmi,cnFL�nu mns .rt with n umnnp 1ulN-n IN
LiClt,(,iS,=noulg yae>lwlo}Ir the lel.titontlugM
the twymtenl nqu,st,d to iht wh, dvlL of t door
M"f, conmpieI<d utd _mr<I_apnI'ment
ddmruf IF -the d, bui nod muvpuraiu(tn th,
Rod
,r 12111 ycnnpktmn
�32I01I3t,hm,_1Ncr(Y7 Lk _tattsv u
( etldte ale III Wu IuHmt
Mp91 1$�iimF)<rtot3.h
esRV TOR It It a of obsrrv,d n,ms
comogcxy ygt,Lnr uan n,L n _
q'- -12_(.VtldnU L- Lm IrI;I;imn In_v
"'n,p,ny of ill, I'M"I 7I FR„ OWN" nod
c Uh) B it I PR ,w prey', It11.1 het of
nyms to py uv n_,x,.l or woo rle[cd
CI .mmex,cO tI, tompl sm Iml
Fitwhlias hi., ant rxactu3 ar tempi, n3 arxl
mak,__m nnL�r,�uonv rQ_7 Y(LINI LR
,tgnittLs'ngxt_lco._LNn m2
'r4 ; 1I 1nn`<tt"I'M IIII'lnts„ PT hoprevanalvt shnlf
.A
nz:I Aahntlne any d„rnutrt+ fnvn to,
n ,wd n'12L'lalll�t± sS...it_. I__md_r!t}rdA�
nnmt rd, of rgmpnsnt�nul„�,_authauxd_hv the
ti�ctlAI Ek
I u„d hmlt om, nt Li ghrl IRl
V'kho tt} a5 •,I 1,?nlz in 11f44k'iVnsrllo„tnt7onn
+331 1109.91.E nm If the rnrymn mto,
5h_ dI:_SLV�� 1 si.:a.�7�R�snl>spin�at���m
1''?? IR4CT�R SsnlnsnUcndnt
93,IJ qt, i, 04. u1 ri'ue Jsu.tmgn nbmv,
W,_or flfiaumz ammo( rncr me nslka t the
nt,ans, methods techniques, awiu,to,s or
Rorr,Wr, lot soirlm,aou .moot uI,h ib
,pLLlfi„dt, cdlcd 7cr rn Ih,,I,omr ice f k.cum,nb
99., Ad,IE on o1 ImuE JtrzUnm.
n galdln ar mom",mmd oru eaten
J,rl, nttcn<,md p... aot n, m.tune cn<gr niih ih�
v 1,
n3n„o Ac,yx Slwp U-nv,m_%m samplL
vihmla ll, tom mppn _other Ihm 1h,
tUAIRV T, k
,+n i 7 rwlhenn JlI.eLR I ,e,rvgn the
I\ R2In xh,d, cl In part
3n 1ntnipn, m I..wd"d hell a,
00 e_� k,t� rt nsp,_tiun„cnJuiie3hv_ IA, ,
,,,, 14 av sp.0 hw(1, nairwnlad b UL
Lbol4fd 12
It gnanou+ qnd Ltmrpl vutllon,
.,J IJvl Pkln aLLl nxa alit rctn,nabh pr-mpnxv
,oh .eaten eiirht.+tlSu tr lnWVATM, of ML
f1`I), ,I V R 11, Jlht I c V. Wop 0AYn 111wn
I'llW "I II III „II 4S lI Vl)It It "" YHnil, ""III
ayvurcm,nn of 11, 1 .nunrt D,,,meras (in the fool, of
Drnulrms too odnnuwg al U*'WATLR mat dct.mttm
n,wssm n IuQI dull bIaotmeunt Van th, ttrtent csf end
rt tsnnalih Inlembl, 6om th, t omrarl D,,Ii.enm 4uoh
wnikn „lanllwuom stud nt4�mdnLonv aul( tk bntdmg an
rri\NI R and C Ov1l kX MR It (MMIZ or
I-01'1 RAI-ruk txh„a Ilut It tl Imen danfiuuon IV
tntesponmton fualth�s an Wporant m lu ( onared Pray
or In, („n[rnL t I tnxr nnct In, rmrto, an I r tbl, It, atz"
In th, nnount of e,Rm thItM I mI) OWP LR n
c nl'7 It t,, roR m,, m,J,e I unoen tlatn Ihard(a xi
pro, ided o A fi, ie I I an Auk 12
Lon"':Wf 1'nnm en,,, lLrrd
nc L,`.(d VlslR InI,, mhot tumor ounttme, In
Ur. Von, from da tulunentern, of dt•. Contn,t
Lmum.nn wh,J, do net Imol,, tut Wm no, t m the
1 it W tRIoe or the ("An of 1 mte, I'd m wnptrnbte
,vlth In, kswr cunupt of the cnmpkwd ITo!1'a ns a
fitw,enun; ndtnlr na nnhtated In tlrc Ccntrlct
",omons, I ha„ no, h tn„,npll hed lK n bald Order
and atll ix bnnht>!L U1 (nl'+f u un,l rlw, on
r U 31 RA '1 Op, vvlu, .ball Iwdomt the Ror4 unAl d
pronpth ft U0.VRwl,OtiIRIt IJh Ix.Lcvs theta
w ldm,tmotm, �sl,ltolga,I,
It,, t ,plod I u),x and lh, vrtiu ♦ rz, I I) 4v tsar a,
I. tf, amouo o, nkL Ihutct t50. ;, FR .0
l u* IN k N. mA nude a „oust ,loon rirmtet.v •s
prov Id,d 'o or 12
Hgmflly Defocm L tbarh
,t n I A41`d I R lun hero athann to dtwlppro,a o,
and Noel. ah A 1411m,1I R Ixitc,es In Ix slow I.,
m that ! :CI,T6R h1 her a xt➢ m pxah¢a a conpkwd
R,I,- d,a .onlntnls Ic Ur t onwel 1`a.um,nl..a he
udl pyudme th, mtegm, of [h, de"go ,,owq, or the
unnpked OI1j"I L •r farn„r.umm_, whop a, nuftEtled b}
(It,ronna,t DI om,nm LkI,I%UR Vtll nka Iwv
aumwm I0 ttgnn, Ilxudl It peeoau or WIMLI of the
A',vA t p",ad m prngraph l90 "healer or not the
RuL, nbuE',i tl mrtd.ri,l ,omphred
AqI Dxn,ulg, Oon,,✓Grd,a" mnnenra
,7 En wnnat on onh I hi,LU l it.JAI e I,
?hop l;r Hunt, and lunpim uptn_u7+h o�J llvous•;h
9� In .,onrrcaian an I M W I I R'e nWN.0 in K,
Ul nyL to UEr, ut ,nmo to I and 1.
t,o,o,ttu, unh LtitdtICLR, tttlF,srtr t,m
`,)opheaa<m,'or Pavan " trn,lt IJ
Od....nlrnlmn. Jre f mt M e,
W I W All R At NO.o Ih, e,ttal "IMM1111
mci ,La111„non, of III ]'III, ti oln Ik.rlomud by
I01' I P2 d\I I R •,dl r vtrn wnh
(('Ilk It lot, th, L1,.,1P9111e pnlmunen
IlLoJ n III,t¢tn on unh al mu, IYIIIIC andLrug a "IRtIn
do.i mu• the ran th• rL .+nnnrodulon of m Apph. Icon
SECTION 00100
INSTRUCTIONS TO BIDDERS
f,o,on ,ts oroihon isrl L\fil, it's OWNER
Ili
I-lAI . dl Ic foal us3 6mdau3 upon OlG4, I and
wit 1 A lCl r,)I} toll wy ss•nhut tut digs eRt-, du dal of
wit srwfi cItt, od , trthu olfIX1f, or t oA CR ot)TUk
.klnus to Un oils, aix( to }'tiC(\k.RR strRtrn nuuu ui
nnc,ttwn to nfn wllrom F\d]Vl.i H'v drnann and h)mt
au,It,d f,[ t CA61ldli , clth the
is tnlmrolhm thee , a
Iona-, ilia ur , I IIA,n„ mouth ilia ptAir-na let lonit d
.to1Ahlbit Ot i, ULWlt ft,wlulton A I hao-nt u.fol W
Athol,
1, 1 an 4iluhR ill, t0'iLRAU OR pun,varn to
1111 bRt o afin if -,,I rnfi Dd pod Iedhdion t1hiLeieni
the h,rn Wig [,i uao a kmnal pioae,kne xs t-t,&I of by
the II,ipi,I(&,m4 o, u t rmn of .thi, mt lunsdwuoo to
tee Howeith o e or II I'zaas the, dx,ng" uma)
haze ..e rogmu to [VrUnit 1. (MINI uoleva
othonrxvc ngR.,d m untmg In (MINI R and
Gi}V (AR(.I rV. Such q,ptol ,rdl txx Lt xtb}ut w the
Ixn...durc. <i ptrngnph ! t I
1)rrnnvla an Despules
911 r»rafVI I K Will fie the twirll minpnt.r of fie
t eyuium,nts aI the ( -oV I,t 1),xumrnl ant ludgt orth,
nwapmMhly oftltc Pork Owl i nder e lal. , dl puur and
hill., male,-, ldit'lig to the v.,p[abdla of tho H4xL or
Ih, uxt,gv,tnvan al din. "Ifoll m.m, Of tIK ('unbad
I wum, hI, pat vnmp III the 11m,lan— Ind iurnnhnu of
dIL 1l',rh ind,lvnt undo Arode, 11 hij I' nnupKre aC
thangm "The e onuaa 1,, > a rand iat [ ima odl h
i,lmtu9 mllralh tc f \,.l Vb1 R to u.nune svth t ayu,v
[or a mrmni ILaaaon to 1611it(fanLe anh IWr parlemph
,l nttcrs noel..., of r LJI ,uch ,Imtit, dhputo It she w okr
,it] ha d..hs.ted h, Ihr chunam to L^,,c,IldhhR atxl III,
ocher tool ro the Apm mrnt prompth Qwt I, w v","I
lout limn ihtls d,ne) Id'i- Ih, +oat of the oa.urt.mt, ,I
-,Olt grvmg uu thereto and it Milo svppntmg data it
h subnnn,d 10 1 l6111 I R and 11. olds pill, wuhut
I<t, hill III,, IN 'I'm oranch aau"Iti, or .rent limo,
b.nlAI LR thou" in okhtivod Iuuad of urns tot the
su6mtswn II'ddmonal or wore vuuuae din m,upiort
ht urh, lam, dtyrut¢ or Avr,owwt I In ol>pwa pall,
h ill euhmn in, rw•p ml, to LAnAI1 Rand if, ,Ivmu lit
,,oh thus} dill... airs rocul,t of the ,laimnnt's iaa
-,nlrmnud (olio, Mill, I hR ulou, ldd,t.... W umy
IF K jfNi I"11 rt nder a tons d de+,tvon m s, rding,v dw
than dill,, oil,,; ueip of the opi pin,'. "IS nnhit, d
env ul Iuci,ktnw anII it,,, paeueph b+SIJV ]Its
s,rm<ndu-svnonarthtl um dIs{tut. on4ner manor utll
b, him] w d bmduq, ul'on UU VI R vnd CO '11 R WFOR
ante„ u) to I'll, if It,m LMH dl I,R.+kq,I. I, 411,01
,ril Fun Ill, umt huh, >wd n, nucrrdnnu with Ihi
plouJnn, „t f.mh m I'JIT 11 n( A Ilnput,
[I,><dnn+xt A31, mwit Inn n d lord 1, ,1,. OA, F R tod
[ N 11, It l Gh polio I'll to euml, 1, a n f IF ,, vaeh
U1i11116. R..ohin I, +Am,..nmm hn K,o tm,ad mIe e
rouo Haw., lit umnuon to npfxa7 Iwo F\61\] I R.
vntun d„ismn I, 'I,Ih rn.d to 011,11, at
u\I RN"I llk to lh, "0.r ,lid to 7.\u1•TIR "at'm
that. ,Ile ,tier till din, of w,h d.ei.,wn and + twvui
pmutdn, i, , t"ol"t hs Ill, a,p, Alit pn I, Io 11, nri ,,I
,+mp.len, IIubdkdtrtl to .wall "I, Helm o, nma,nc
It the ippe Ihnc pool ma, ixn, o(h Elinor t . suds clams
dnpme or olha Inalk t llv.uvdanto s Ith ll"Ilaahle 1 a61
and I;edalHnon. Huhn ,n-,v ills, ox the ,I,,, ,I a.I)
22 RAt t 'I'll'I'll111 PAv I9111b (1 "n f dmvi
",i,Yl},Itt1<f,Ylllhti lit l)II II AIIOW'.,11\IiRo)i
JeciNVn uhl" vlhfr„ Is; agreed ut mntmg bg (r1l°\L-lE
and, (AM V Itolt
9 12 tUnn lunauonmg t, udl prcar and 7udg, unckr
Ixlrib'agthx I I I itml 9 I I I TtUAT,FR trill not 4imt
[�aam ihn m au N CCR cu ONI RAr 1(ok and xdl na be
Iwhle m ccmneoutn xnh rmr mtelproW,vn m d,cumn
aernler.d ai good faith In suJi -,ii tp I he roodmin ig a
h ill,, or (n IN(,t\} I R pursomn w paragraph, 9 lu or
°+I1 uttlt impel to mn wUi'Iamt ahl,putc s olfxr
m tlt,r Ur,tpl nnv xh,,hda 1, lxcmnnrvtdh, tht. Matlog
of uuptnnu n( fatal Felymun u, 19cuded m
lmrngraph lu 15J hit he I cmdluoh wc:edent to ling
cnaiu b, UU^.F R ur CO}"I RVt" l DR of nu 1x r+ghis a
unvdu'S a<udra mn} othersa has, under the Ccmlmu
Ibcvmwts or by Laws or Hcgi hides m ri, j a of sm
au,h ,Lime dxopawor tnhor mattes vwunl h+4rvde F{
9IJ Lomtanons rzd
Rey, rtahrtmes
91:1 Acaher I*(dNot R, dcan8rt) or
i OJ"whillts urnkt this lrtwk 9 or mahi m) ,Iihf
rmri+ton of the C, n,nd D,xmnexov nor mry do cLton
undo by I frlilVI I,R in anal t mh whor Ill ,lords,
o, not lIdt,onhoull ,I Ispcnt, hlh(} w the
emkna6ltIg xattw o,p,r(,,n, ma of i n) lth hcxn}
,)Iu•yo,m thdm h) I'vV I\I PR -,loll] Iloh, flop,) r
or one u>e w nv) duly ouzel III to ,Pv1 I R to
i f lf'I Ro C I OR v,, Subcattnttor ug Supplve,
nn other pn.m ar ordanmvrzni or to am °urns to
rn anploe.e or ig,nt nl an) of ]hum
913Z hAc,GAPld: uA not wpen,,, h a,
unniol ur h n, amhoi ay ore hI h "pot",W, Inr
c"o.'l RlC rrip s nn uu meltuals talvuqutx
ae4u,ol" ox pi.x,dwm of 'oh n..lion, ut 11, s.vkb
{n,.mmom mxl ptczgianis 111'elent Ihttelo of ka am
I Wurc of t u5 I RA( 'It)R lu,omplr svah L ns mcl
Rc'su fill,., nppll+, Ihl, to t1w fui Midi or
r rlounmu+ of IN Hod 1.A6I"ItI, K I, If hol t4
s.tpamthla to, + uV I R_k� Iok , i IItIm to p,d oll
a tumTdl ill, eolk m auordoI, Ball Inc Cam..t
I lomnnnh
o 11 c f I I,11,l 1 I. adl rntl 1>,. n>lxmmbh for the
ales le onnsrnm I COAIRA, IIIR of of an,
`ndv.,enniaor tav auppha or rl m) who poum <a
orgtuu,at. prttrnu:g or tumhmmg, an, a,I the
Woo,
o l 14 1 , 41vI I R+is, rca cl ih, 4n if Aoph,ao,n
Irc 11mnnnl nod Iu millxugme n<a,ommlmmn and
III monk rau,..t mid oper duy_x n>simtillrnrI slim l o,
yv Iran+„s t,,r "III had alLo IA ui 1m(x,drnn o I'L
I red 1 d. v ,i other dauamaniuun ioid,, h m t+h
p,red by p.Iolagfi II" xdl ontr h, to
,kt.num. ¢. n,ralh the Ihcu cmorphsIth
Oil of
s ayvwanmu .[ and in tl , ens. "l, l vmndu h,
mq+u in twum old tppi o, IL thn ,,oh, III, ,Wi
.]rand nxh.ai. ,tngdl ns.e vl11, the r`.vivv,l
ibtilin Ntl
,I I : i I hr In111,11 n .) rl n nhotrtv utd
responubdn) If Iooll m this pudgmph n 13 ahaq d,o
appi, to T+"2 ,lm I'Rs Consuloms }R„ulenl NIn„t
R,pal"ill e.u,d ,,re,ols
,kR r1C I E w (IIANGI S IIA 11W Il O1(fl
101 III.Il ut imnll'utt'y the Aw,emgd nod I'll
nor„ to IM 'l ly OWN IR me, A Ill um¢ ut form
nim to lime older ld loons k),I. a cr m viol. In Ih,
llo.I, `,nch Illdthan: dd tenon m allsiom „dl he
authonnd b} a R ntten Ammdatm , Chunga Order ut I
4Vnrk Change Ihre,.mc tipm reeelln, of ^n} Old)
&,tn t, Io0 RAi,IOR sh I laomixh Ix:eCeid ueth
tin WotS mvolted utll,h w,11 be putonn d under tlw
ipplxeldc, mdtaon, of th.I-mitaa IAxumari<(¢,cepr
olhua Ill J.Lr II, it In on vldid)
1112 if ON, ,E}IL and C'OV1 k,ACPVR lit, umtblr to
Igre, a is Iba t,V1w, If nny, of nn adpau-tom If"
( onn tct Pn,e oI in 1dluelm.ni of th, contlncl Tune, awn
Ill b, diw, ed m I rcnlh of a ttoK t henge Ilveous.,
a shun m I, 1, mnJ, th"t. ns prr,rd,d in Al I I or
An"I,I-
lu; (MIitWIOR hdi"It I,"I 11,d to In II,
m «I, t onnna Anx o, vl,venvrnr of Ihr f rnmau fun,
u ah rt.pxaA a, nny 5t a k p+lonmd lh It . ma tulau.d no
the f unnau Un.vman, n nmGrd,d, moddi,d and
upplwmmrkd r pi-m irlod lit Imm2-Ilils. i > and 31, n Y pt
m the c-,, of an awg<rnt as pnrelJul In padigrnph e 23
,at In du uu of uncovolog N'ad ,a pra,idad lit
"log, aph I i')
104 aWYLR Ind (ON IRA( IOR Jedl evrvn
opplopnet, Ching, Ol,tow iammmanlal by L.I,CNI'I I,
4a a nuen ,tinuidmenl o c0,rl,
I0-1 rhrrigl,,I,IN l' mk sr hoh I., (I) vrdu,d
b, (lI(,1 k puntmnl to Pungt Iph fit 1 fi[j r.gnv,d
euan,. of a...vT ion„ of kJa.na oak ni,hr
psaJnph I, li 1, un —Inig ckuan, III nrk unds
px,!,rfr 11 14 aI i ua ogf.ud to b; tho f'Ivnl,a
III ..2 dumg„ in In, t onua„ pl uc a r-ooll
I nor, a ht,h an ugreid to In th, pnne+ and
I O I 1 Ih ag,l it, If, ( mnn, I I'll,, or t enh III
1no. ,+hn,h eurboo, If--, llastae,. of to und,n
dtet,.on Itlm,aJ by IrlJo LfR fin,unm to
moan,epb I, II
Iv,,, hkd d, If In J,u of ,-, mung ant m, h I h •lip, Order,
,u apli,»I In, h wk,n torn In, x¢h vwdon m
nu chnn• uuh If, III', Isions of Ih, i`,xnr n1 I iccumm s
and miq.hwhh 1 m,> nm1 Rgtil llaro ben dntag nor xnh
t 0, In shnlf mm. ,n tom VO, and
Ioi�na «, it,, pa•y, ..,Ixdulr a+ pmI"I'd ur
Iringl Iph o?y
LI s 11 tmlwe It am ,hing, aholug Ih, acolmI sco(a
d �I th, pro,I,i nr, M the (....I Uoauu,nrs
il..L,+ I`J Iill :,�-LtUn'T n6 aUao„�UJIw
w It I, I o-_ivn
(tioludtn& I'll not lov,ml to c nfut Pull W ( tll
rani a n,I.nr,d h, th, Pnwlsrom or arTI Bond to ht
P"o to n 'wo) tln snore of inn v ch ootice %Ill be
( UNfkAC I I) ll, rislx Ithihiv and th, tnnoirm of ,al
apphcnMt, Bond will lr ad)u,1eJ ece,xdmyli,
AR I I( 1 b ❑- CI I yK.t (A ( ON I RACT I'll
II1 11, -ontw I'rla =nnrnnw, it,, tool
onnlx.n..unrn t .uIlj It I , sarhol Ir, d udl'Ieimims, fill, ibh
to, wrft1cil)f2 or ,it, nnw, d. Ill )rt illJutnS
tcvlxmvMlatcs Ind ifilruwnn, I^egnvl to Ili undrt,ken
hrt p. 11RACIOh Ill lwat CO`1 RA( IORIcJ. II,
u nhout ch,l to thi i o ih`io Ir oe
11 '_ 111 t onitut Pnw ma} only In- +.hang,) II, e
Cling, ),d,I or try It Rnu,o %r,,ndunnt 4nr ,J, n,
3a an admenoew in the C,a.h7p Pill, ,hall b. bawd on
uulbnnM¢e delnil,d In Ihapnty tnAnw,drt ILnm to
the other parr anJ to I outAI f R lrompdy (t of n w
e,as luer then Ill da,%l atmt 11,.. =un of th¢
ncunco,ro er .,a: rn I,, utg n a to are i tarn Ind sill., the
g, mrnl neWn of the alnnn %ou,o of Ill, anwant of Ili
nor unh Jnta shall h, deb„nd ,,thin a,m
dm till tho nurt of ,,In ownlm, ('I etint ,ittilm
PIGIoU I R Jlows n4idlanal Imn I'll daltl1a111 nr ulbuut
eddlu" l or nice, acw,,1, dIw ill mysp,m nl dw,htm)
Ind ehell11 mi ompm,,,l h„I nment, t, nuan wnwn,nl
diet 11, "itm.mt J unnnt c n.u+ di Uo, n ill III
ulna, it, damranl I, enuild a m>ult of .,d
rccUnaiu or mmt dl ,ho l+ Is two imcnf u, th,
t 'ni it III", dIll ba Ahnnard h, 1„ WIld it m
,mcolJnnc, anh Itit Icr Iph )1I d Oi,N] jr, nx1
I U'il l" V Vk ,anrol ,,,h,hi Ix a, „ III. Ill, x nnPtl
Imnh"d No d um ,I an nitol im.ni lu tin Gent ,
"r¢c ¢d! he, III,] d not �uSnntlrJ m s',,,edan., wall tin
mmdnlph 71 _
II t I6. „lu, of m hrnk „i rid 6r sI t hn%l
Ord, r or of vn ,Imm IOI m edlusnn,ni III it, conlrn,t
I,,,, fx J,•,nm lid +wll m,
11 . I i,hM, Qn o lk m„d,ul u r„tul fn unit
fn„s ami n+ u. Ih, I intrlm ihlumnel h
nji,.uon id ,I,h wnt fn,v+ (, the qu Inn Q o1 it,,
uenn> In,ohad , uhlxt TO Ih. Imueinos of
prip'tPhs 1191 Ihruush I l l l 111cI
II 32 uh,,e the Well nnolved o oo, coafal by
low pnar atilt Im R m III, Contract Lkx,uminU b, a
mutually 1'0.I pavmcrztt pasta, oldAdmg Lulnp turn
1a,hmh Am Ir lude on all"InAce for o,erhrnd and
1"1"61 nai lle lldl IN auorclxnce +IOh
Inarlgmph I I o _)
1133 xhuro the tYlsk unoh rd urwf lanrcdb+unIt
Mee, cootnun d on the ComaOi Doalmant. and
Igraanlent to a Lunip sum Is nee Ie<clnU MdLI
iM11LV Iph 11 32 thLn _ w e a15 of the ( of of if,, Ikert,
(Iktmlmal Is prm ide'Cl m farayrvplu 114 Aral I l 5)
plus a C Oh1 RA(,I OR C,, tor wuhrld And profs
f kicmnned,iq ro, Idcd m ploSmph 11 b)
(ov fo.It.d
I 1 4 111, Cann I oAl 0 the \%'ark mans the sum of all
wst 111, aN, ...red and pl h, (0 , rRAI-1 OR m
file plx ,III c.Iu mane of rile F'nrk l,R SAI A othefaIM
mni he udfu.l to m nntvg II l fl." stch clash +hill
m'I 6e na higher Ihvn dense of II n>h+,, nI rho
h pry el rile §11 1A ,MO mciudl Dail ih. tl llouing
Bans nN rllell nnl mclulh, tit) of ilm uroa %tea)i,.d m
(nmgr Ipl. t I ,
i1411mu11 wsh in umpnaccs m dx ,hn,I
empin} of , U,i I12AI I OR In An, p.Ilonn m.,, nl th,
Wort, under 4lo lulm of goh olm',inumnt lg,ed
ulna M tIoM d and k-IIIIINX (OR ,aah
,mplo,ue ,lail unfurl,. ,vihl Ilmttmwn
vpmmm�d.n¢, loam,n Ind nthcr lnnomnl
snpluy xl tall ilm, At the Ili, pasuJl wa, Yoe
'1111plov c, I" unpksycd fill tuna on the Wuk ehnll
tx oo ontomd on it,, Mop Of den¢ III sf\nt ten iflr
lbcxk Paull c+ncs serail mulude-bat n,x hL III IA d to
Snd"le, I'd µA,,, plu, the 4M1 ill i,ulge "l,fiO
l lnoh sltnl) uOAJ, `xjol ....Iut3 eontrlhuurets
III'. Alp[ nt us. wt and pvynll uI,e umkrls
wmp.Itvllon bmlm xnd,eu"4ela hurnGb 6ufwca
Wk knee t,rn mu mml holnisv;xv,pphcabk thne,o
IhI "'lulu of p.d,vnmg I'l Idtel rcgulc
actkug hour .n `Sauu.inl Slmdal or leeal a,lldp•,
hit N Inalmhd m •h, aha+, In till. I mat mil, Ir,d
to V4 t I R
11 a 1 Co'd of AI nml,n &, utd nlugm•Int ,urmsh,d
,^nd Io.minv n.J III der Rak, uulnauy Icas 4
u a, gx+ualfml ual s..onl tiau.N and Surplli.14 Gld
,cn lit, I„yuu;,i m aeh uu�n II
nil 1II .,'h
OW"Ils hIh I,aAI
w ll 112V l ) untie
OIYht 12 d,p L l ol,r , , 4ap,h ,I, U)h , ,1,
rt lulu is mild AlIU11 I Ia nhlah Ies, the Iadl
tlncuunh sill( slum, to 'ills!
wrphPnC1qprltln anlvw,`
Jle.vnndrctAnsIn nah unI
orat loll Ined ,ynlpm,at ud to
loot (OIRAOk hdl mIke
otht I he ,,
ry 6, ohtun,d
list !'I, mull, Old, b, rOVIAA, IOR to III,
Safe nu ntus III Wolk ["CIrn,d a hmudtul In
xlxaumanlC It Palmed b} ('ItthiR
_a "1 1110%11 1" 1 , In I Al"
.t n ,I e, fcI .tgnl` Iu Imi a In.n, nI4I v, �nU
COYIR1CLOk shall of hVljxtlt,, hide hom
Suhonvw u+n n,Tdk u, Gt4'V'I"lt and
r'0'-TR\2lOO and shall d,h,u utch tnJs w
'AlI'll,, a 1] then dchmml still do nth ue of
I AGps,l'LlL +•hmh bull If. 'III h a11xk9ol It
vm alFcommd pro+vkc III dx $IIIVOAmtcw Is to
Iv 1x1Id tin Ihz hdelS of wst ar All filerI, pltu n fee
The bni..00lnctofs Cost of the Work, and fen shall he
Iki,muncd m th, same mmnna Iu Cf 1A I Rd('7VRe
(\»t of the "olk xlul fee In pfmAled Anrnnlluphs 11 4 11 s 11 6 arcs 11 9 All
Iut w imel.. shall It subnvl to t), Oiler plot molt nt
III ( ontmct IMmment,owl, ns npphtable
114 1 Coat of 4ymI a,Ivuilnnt, tmchtdmghen
ra+ horned to AlIpA rv, nr.infMR temng
hbo,AWrIm sune,mr aamos and a—yllrntvffi1
.n J,II of Ice ',.n lua spcedi.allf Iefined 10 the
%Co k
114 s SIIfplUnental cents Irxiwhnu do, tollaamg
11411 Its nop,alw If nc.ex,ary
firm gvrt umn imseand aAh%l,toyl ngowa, ai
S O'a i It V 1011 s emflo,ox IM.d nI
JIulmlgu ul dudes cunnl R All th,l5nrk
It 4 1, COI, ua ludinp inm.pOn nnm and
nnmhnar,, of It munnaS xgll+lua
<quipmeut mu.hlncry, 1pph.,ml, afro, and
"AlPIAll LILd1111 AI file Ili, nl d 11111 tonl,.11
III, ocd b, lx rtolkcn , h d, a, eon umed ,I one
Icnfolmane of the R'wk, and caa la, matkct
,,I., of w,h wro, used ben not mnsumal, huh
I,mnm the pl olr.til or ( Os T R,k l I W
1 1 4 J 3 Roo It, al ,II vunx,m,hon
eItull At and nmohl,<n ,W the I+vls thereof
111vlltar rented Ivan(_r )\1RI( ,)Rornih"m
luoniun.0 ,.11h nnud awaement, ppro d try
1P`i`d R aah the,dw, of I hf d? Uft andffie
un' A uatlalwltdlon Icvdut;, unk+nchng
nlslvll moll diem vat LnE and remo+ul Ihelcot—.dl
I a-1111hru nith t.un, It 91J Icn411
agl,ementr lh,-mi l of m3 od agupo 1p
nehlnn or Izms ,hall a Ix open ih, OIL
if" 'I'll I' nu Ilalgel m..o,san ha mc+l od<
tI4S4 )nl,s consumer Ip, or,nn 161r Uns
n lnt,d ¢• th, Itrnk, ,nl,I fOi ,huh
( oA I k Vt R N2 haAR, rzniwaxi ny 1 moY ul I
k,g,,Oum,,
11 4 s � Wgwsu, Imt lee ,au+, vlher then
nl nI I IsLI R,V 101I ens
Sujlccnnacnsf or unolx dnecthv or mdul
I lnpla;,d III ,m+ o1 Owu v In, uhum l is m}
of than ma+ he Wilk, Ind ro+n1tY "6nnnty aAJ
t.c I I", I,I met, ell h-l"'s
11 4 5„ Loo - Ill dam,,, I nd Ido,d
. i.nas).unad In Jnulp, to if,, Mork Am
c�Inplis..lkdb ul,ovna, or othersm. .1111,1I d
Ise nl* Rk.lnR ul u'Il l vnh 0%
tottrnln,mo. and I ... n Nn,, at Ian lkurk teecept
kxas mri dimrnu anhm In. AdInilK a a,ur n
Of
(YU(m11, m,vt,N,, e,Wbl,,hId by QiVNf R m
xccordIn„ stem Iwrlgnph co) Kmad IN)
Iwn, rrsalt.d 4om ,Nuns whet Loan Ili,
ixgghgcwa N (toiIR V IttN all,
Yut,enmtrzaa,u a om..a, Nroat ,t nduauly
Ill,Ir )ed kv and of IhMa ,n tlaa ,f Ill rev of
o.tN IAnaNq do O $uch Invv.., }wall mdu&
,ipmatl o% Om OR,,, U. INII L , ant and
"lid "P t" AIM IV u:o v+,h tIli, ( ckntaga,
and v,p,I, ,hell ix ut-pt sl,d m Ili, C,rht of the
WorlCON for In,R, puIt W of chrmnnlm
CO.%K "g, L, I[ hm.e,er any eu,h less
I dRACI re I, 1,1' r.-It, L irlIa and
tCNIRACIOR Is Idnc.d m clsau I a LO
COA11tkCIOR skill he Innd for see a1 6 a tcc
Iv,yvmrn�ate to Ika aI neJ m f+elgrnith 11 62
114+7 the W of mom" met snit tartan
Lialm, sat the a,
11 4 e b Nuns 10m, mh as Akg,nmv
law Wit., k h phom .11, IJ,Phnne sen Ice aI
in, rain ,.tpr,,,w, Ind nandar Nntl nth Ikms In
wnnwhon a,th it, l4 or6
11 4 " 1 11 of in mint , 1aI Idd oulal Breads
land mmr.., rN...d IINU t A A.., in W
WIN
It Ih, t,nn(00 of Ili, 10 k AM not Wide a p of
ILL folio,+mg
I I s I I't"Al ,,I, lard sth" ,xanlsn Itann oI
COFFRACTORs otLm n,unta, plu,,ts tot
1nnn,Islup ndxd, pmpr(darvhlpst, g,n.nl mmaytrs
srgmna, nr,Inlcc is ,•naaltdi , mrnnas audtm(s
ntiountenta pur,hlslnE n,d ,unuramE m_enla
eepuUk rs Innot"p(rs drab and olh,r pau+mal
aoplm,d h, , OpfR %1 lol. u7a lhtr nt lhr s14 nr uI
C:(Jn11Ur-RIRa pulr1lal an I bench otf— I,+
gtocl iI 1 I nmu tnv, et d 6,ak .eal nq , L¢dh
m,lud,d nI ll1 ae1.,t u1, avh,du,. oI M.
,gLdVWV t w &I In to m p11 egU I Il 4 t rn
p' I'll'
it ealu.d id pem�ary.h 11 a 4-_nl ai whuh
u ¢a IR Im(O ,Ia ubn uv i, inn, ,uu unarul b, th,
(aNi(2 Vr;(S al2e let
Ile_ 1xlena mCVtii kia, I ON, pnu<Ipd "ant
haanua IN, , ohu Ihnn r`i I, 11,,t TOks mfitI, o
A a,
11 , + 11, I,111 'A CU.CI'h ,b ,Ohs ,I"INI
,"Innw Imludaa• mAnst on Ras1RINI MRS
",Pita On W 6 ON WO and Win In t
( J.e IIL S„[oH Irt dehnyumi pnmenls
11 14 �a,t al pnmmnls to P Polin and my A
a,IN NIL L A h (1111 tt n,N 1 (,. 1 t, „ f 11)4 , r, Gntrtd
h, III I orrl,., P,sunnrt to pur., IL, ual nmud lul
11xs"no o-I,e by th.,,o9III p¢mnuls,aand b,
RIhlelnyl Iph I 9 �thm,
It W vF slAll rn,lY dt �A111u,nwntdoaan
I I : , t,(yu due to A , mghgmw of
�CtN I Ron, fOR an) lahA,Nl .W I am.,
,L adv of NNl.,,d, unpla),d by vI of slum et la
%h. um .1 W thtm my be hu mAhw hw
nut Lmn,d I, Ihr c.Ltami of tk'lanat Akark.
dqp ml of mahrreb or egmpmnnl uronid, s.rplla l
arv1 makaeag goad stm• dam I� to pnip.R1
Ili 6 Oth,r Ot,rhutd IN gernral ,slwmc ,wit of
In' kind and dn,mte o1 ,m1 Item uet INILIflcd1} and
,sprc cl(I melud,d In p trapraph 114
I n III, I O'Q kACIOR's ku 117mted to
40NIP-M f8k AN wahotd mad pmht "It bt,
d,AO nral ns fi"Ious
1, 4 1 I matunll} a,cepwb1,, L,aJ tec or
116'_ It a filed Ai a tml nzrccd upon Ihan A A-
tnad cn In. Iolloansgg Taccmanw of the Illions
Ivrttons of th, r mt of III
%lotk
11a21 Wt cott, incuaad under
pinv_wrply 1 t 4 1 end 114 2, in,
< O\ I A 4(1 OR, fL, s1n11 hn Ini'm I'L"at
I o22 hx ,mt, mtua,d ,ntk.r
p-ti INI i 1 4 3 Ili, I'OadfR k( 1 OR It doll
Nhsepett ,t
11 6 _ i n$,In "I a n>v, uas 01
,.&O, u,t, it, m th, bw, of I ,It I n.. Work
IJus a AL M11 W f"d it, is agI„d ulwn the
mtcnt nt Mr Wgshs 1 4 I, 1 1 4 Z., 114 C and
II Is a tun Ila- Salm.m,rsa Wo a,m,dly
lzttorms or IWINI" 01, ka ak nt rvhmn of as
nail Ix Inld n 6a nl hLLwe i%11anr of in' u>an
aluol,d h, ,-tRh Sullot N,RN unaRY tom w nldx
11 41 xul 1 I N 2 aM thvt In, Nnher ❑a
tulvalimtot and CONTIZA"I r)R lain on,hhe
1.0 n f t N bile pown o1 AW nM mt Taal to
the nexNoutr(o, t,d"Noma,a 0., be mgonated
Ili gongt th Ad to m NW hNm to e, r.W
In yls.¢ant of I n, Imaum j,,J ,o ill -nit, loe,t
t"T `,ulNowlaoor
10 24 NA, Jadl 1%lm.}aM, to lit W,,
of OLIO namvW under part/ tph, 1114 114 t
and 11 a,
11 1,12 1 111< Inloalal of a,tht to 11 ahon,d
b, ( UVI N-V MR to WWII Im In. u ma
I,ha h n ndtt In I nit ,k, ens,. to NIA ,It IN IN,
anlaunt of W, v.tmd ITN .IC,aas, m sort plus a
d«WctttnIII L'I,Ihir.,iOn11,b,In Intent
..Paul to ln,lxn.m nfsn,h n,i.k,aas, and
mhw NA "k mm and uWn u,
1. 1-1 m HI) one ,lwa , 11ulmztm,m In011kI. IOR, A, ,lull 1x vNqwkj on Lin
b.nn ,4 Ih, n,t Jmrg, n ,,,.,e,4tn., ,Iuh
Iwupnphs 11 621 thr, h 11 62 i mJusn,
117 "betel', Ih, nxt oI mm IkOak I, to In
dckunuted ImIamtO m, Iwty'Tophs It d and 11
(O%ITR.0 [OR wd1 .iabhsh tmd al,mim rmood,
durvl n9 swotdauu wail guxxnll} u,eptul 110.1=14t
j,mo ccs and rubani to farm au..yuhle to I \YTNLI'R as
drnJntd and hratkdm, n tegcth.r e ah surrwbng data
Cash Itbtnan.es
IIa ills mul.nioed tknt COATRACTOR hnv +ndudul
In Ile (.vnlrul PnLe .11 u11.11I Les so memtd m rill
(om m" Ilocmm.nn nm1 Judl omx the Floc}, so Louvred
to be hmmshed vnd po to led fur su,h moos a, mm Ix
,,M,rIabMI,,O`\Ni R.WI,VGibI I R tnvlkA(1OR
adre,nlhot
I I S 1 it,, alkwwmmn to dmi, the -au to
Oct I RAY I OR (In am g0no,l, mode dtcotmw
of matrwis I,1 lit 1pmoll ralmrtd 1» the allow sues
to be dshl eyed at file mill mnl roll lrpilLahk Ill-o and
II Is- t_( "IIRAIL fuR, ent. 6u md'mdns mill
Mndhns on the'It' I+&x irt¢I Alln cmh 11Lrh,nd,
ptoili lad Ah.l .'Inn.Ls cent.nlphttti tol ILL
^hom,eML, time Ism luctukd m the Crnnnet I'nce
It'd oet In On, allawat.ex and na almond lar
ndamom d Inytneot "+.tenant al nnI of the ill"111ng
wo he I d0
I) IOJ n+hmi pa} nanl an aplaopu Ile t Immx Ocdet w dI k
mold at rLeontMIWI.d ha IhGIb11R to t-Ow actual
mesons duct ( 04 V 1 Rnt,1 OR on xcconnt It 1V111(, cm 1ILd
h, ,+Iltpuaue.s m ll till ( moll I'rle.. I'll[ h
onermRendtnp) ad)ustcd
Ili I mt)'rvtLe 11 nrl.
11 1) 1 %Oure do Lontrm t haxunnnw proud. IOnt nll
s p ut of am iF mk Is m be Out I. N orl nmdly
the (-muno Poe, wdl he kertud to .clod.. Ir di
I'mt Mke LPak ao amwmt .quill to ilk am d the
Ombmhed runt pu,,� lot lath w[nrntch tdartlh+d
m.m I" "I'll Pnee fled. Canes [W L'Om,nol quarusr
of wA nrn, a, mul,md m Uu, Agltanum Al,!
LVIm ual qu mial+s of alms of Rntt I HILL Ak 14 11
IV eurmme.d all al, wlrh Cot the pulpo" of
c,mpnnIWent Had, tniNkon.Jr+ m.aml( ontrtct
Prta IDa(mnnllIll' d tlw AM tgaonas mid
tIt4111t 1bO+U of I nit Pnee. lx,vl. Ixvicnmed III
Coi'1R V71OR adi In O.J. b IoCd ilR to
aL, c;dr+ae,a 6h nxapraph Ll ht
11 92 1 ,,[1 'Olt pt.0 , di b, dc.m.d to mJud, m
atnouni""itf"'Ib, CO, fRv Ioke,III v"'I"a,
n+co, et LtRIRKIOR, m &.d and pmllt 6w
.nhx""k It6-nn Oedmm
1191(W"I'R I (O,1lad1OR m1, Ind, +
.Halal tar mt adpuAn.n[ In ml rIVIII+.t I ILI .
a..Lndmuanh 'voJ, it It
I.t o I ur, qumnn, of son mm of Lun 151LL
ti'+v6 vrOvn+.d by ( q, I R Ft I OR dtti,n
ImIlto If vial s+kndlemily nont OIL 11tunelLd
<ptumty a "ILI' ecnr mch,V& m Me Veex+tnl
tJIt,( AVV,I uell(}in t91U, (1"'n[dVp
11 9 i � OW, IL III Lorrealenahng tdluam.m
w Of", to am IV& am of"tx4 and
toll a crIm ACI nR hau.+L that
'0NrR,V,IVR r, .otdkd to an +mseau .
tonoat Rroe as I Noot of h"mg uwuned
addomal rpann of OWN)IR iRexs thni
Otl 9fRmLmt I towable to. alre, ,, cx, OIL
and 1ht xo s ur. er.., r0 nxa'r as to Ih.
amount of arp eueh uanast or dz.Vea,c
13 J---- LOVI NQIIh mAryomkdgew Mal
-Rede L HVRI II he, Me nghito add or dekte Items In
the Jd er changL gumMm at_(9l ;hRS sale
.Ibvgyttpntyy)lhout Alf-l-laUUL4Untnt�Y po;ovoi
em raan+nnng mm ce h Ig u the dJclton ,v
uddmyt'jo,' me e,cred o'ea, fiinejx"vat o1
the ongnni to-ial (jnntr^tt lYme
Aft 110 h 12 { I I ON CIF OI CON I km 111'kl FS
12 1 111 t onlleld I man fIV NIflot v1-,) ma, +oily Fe
d"n"I'd In It ( hapa. O+d.r or It 4Vnmav baLflJmetu
trre .lam (IV In, +dptument of tb, t "Otn't I'm,, nn
4tr�storn..e1 .hall Ix ml,d un u�utut node., tklh.rcd m
OM pan} Makl+v till .JBnn to till IVll rnm, atxl tr
i N',I%I- k Inomria .[at It, m, cIm IA[cr tLa, thub
daps) Otter cha n.eunenh of till e+tot gn.g I" to the
Llvm 'I'll vnun,, the g" enlrnl luof re l e cl nm 'ti.hee
It till L,tLIlt of d+L Llnln enh a,IMtljog drtt .h dl Ir
(kL, et,d nnhm axte dos alt,r ouch c..wtretset tumor,
I \IIII l R tllawv i.Alluom+i OII L u) In,Itaal m.ue
ware, dna In mrl.1 of I. elvm; oral dudl be
uctnnrat,md b, the tiomtmR"noel AT m m that to
Mluatmam'bMad e the mtue m[mm. [ m uKh till
d,ommnt 1us rctmn in Ir In,. It Is +mnled o-, ,+ nbult ,e
tilt, cwo I of mod e,ent s11L AMU la aehuevmd ,
U. t,mb,+tl Iv us (urALIt.2)ew,slk+ tlhLdononuII
F`.e+INMI I' m u W'T with Ixl dh,roI,, a tl
tnd ne "do',nam R M, ( (xh.n,+sa am •,I
Al clnmt tar m I ,Old It
Jn Tub ( antra Ian, ",
"thin
a(atol all bL ,+had na ubnnnxln uta .l nu.
with till teyunenu nm nt tilt Ixu t�1 tph I d I
12' 'ill lent, low, act.,: sa the t .mil mt 11(,nm mt,
u. oI duo .mm , r I III A .... In.m
12-1 tl h,n , Afk,l ]()It t, IV,,,akd boat
lln"I'ling am rya " the W"I mnh+; the I, ou ut
1 tma a+r Vd. 1"n") dal to dJ m I,rond Ih. "Im"d of
l l)(I R b.l OR do(malI'll I mu, I. Nit, stcaan I adl
le .wero l . It unMn ,yuri to tom Io,l dot to t,neh
tAlm 0 1 dnIm L mad, dx-..Inr , rmv,kd m
Iompr trh l_1 ')Jai.. laiend Oa ...,t'll i
(ti` Tk V(I0R dial u.Jod. but tw Ix nml tul a• rut,
I, n.ghalo 0+C\I[I =I n.gla.t A u[dtt, I's 11111
otl+.r ,•vnraLt. rs ixrtourunJ .dal i, s6 + uaunnplano
b. ,rvlLl. 7 Ire, llo,d, rindonc, JhmvmII v.aih..
,WWI, or nb N 4n1 Am, atpdanlhle . Ltd
"atilt Oil w11m9 al I inlwwamaA a Su}}Tlw dap le
J-nnd a, t„ d, ball a Alan the wrnrol a ('O,V CRA(T(rR
124 Whm CUNFR-WICIR v Ix,s,.ned note
c,nnplatng an, part If th, Wink nnlan Its, c mra,l rum.
for Mlli,,aus) due w heat be}nrvi ilu aomwl of holh
UR'`Tk and CONTR_sjCTOR Ito ,gtnslon A 0V
Conaea I are, (or 41lertonel) All an anmunt epA III the
um,I"du,to mh d.,la}shall bt C0A I R WI OR, wh
a",d utluvs, runt) for ..In elites In no meal dull
nRArR Be liable to ((ATR-V roR nm Sninantrvu,u,
,,,, Suppler am, olhu ppaam or ,vganenuon sa to in,
avety for or enphve, ,, ae,At 01 an, rl IIIrns for
eaml mrA, ,wl If In r,,afw j from {I Rk, utmcd
h) « wohm Ilx mntml of the I oNIR_NI-[OR ix
n t del II I lxy aed the Intel of Anth p lenlIt nndndmg, hers
twt I .... md to hres llwds ,Ptdcm l,x abnom"I s„Ahu
,ondiuone act, nt f,ae At aces or o,glect h,, uhln on ner,
If other wI1lrldnn ptrtarnnm6 other uo,k n, uxrtanplastd
11 Artm6 7
AM ftIL 131FSJ`5 AND INSPI()IOAS
f ORRW 1`101',, 141IM AA1. OR tC( I Ir7At( B 06
III LFZ [it d 1AORk
131 ,Aonce of Defeete
Itromlx noel,,,,, all lLfurl,e W,xk ul unmh 11m.47 R ,•
I'M'.6LCR I", a,.ud knave Leg, ,ell b, geen w
CUNfRb'1V11 V11 d,fcane U,xk III, h, r,i„rtd
,.mr.V l nr Iacrned n, Ixu I1e(1 m IN, AmJe 13
fu ens to If orh
11' nRhLR I V, V L) R i=`iil',Lf R, r osgihain
usher « pr,,lmAAs,, ail po,oned of OikM I,
nthpzndem e, amg Ioluyasone> and rho„ umwtnnl nyvwm.
anh ae "d"lea"i tell"", nil%bm, u., a to th, Ask nt
,V,na,`re Arne, to th,v eoaM+.auon mslx,ol.4 and
Ieviuty t ki( IOIi ,It'll aca el, them pmpa n,I
,d, ,on,Lllom Ill ..It a„aa and al,,, th,m A
CO+ I PALM R, x,(, al,D pr,x,dw„ end p¢glranm w
slab ih„ All, ,armpIl thraellh I ppli, 161,
7eb, mud 1"'InUmnv
Illldl,d, t<1k dull ,I If,I tm,ly
area e al r.admns. ere IF,, Il l I I+ r III e,ymn d msp„Ue Al
1, [ of µ`plwsl., sho d,cl hoop, dt auh ut r,c,teal ,Ind
I, ulna P,ry Band to [eeebwm Ixlmne emtx,hon, rn 4 k
I I I InA 11I, stall'ei nrnl1,Is lo,Ili+. ,tr, I,u,al
mI u.Qlxnd,m I,vOlvg 61b•Imes I,, Ixlb,nn All
m I" I("' Ica, I Ippr Is d u III III Ili III, <_one Ill
I `owm,niv „ups
1 a Re Aube urn, i„ss ( III, <s As ,rn,Im
b, in l,wIipb I I, bdo,
1,+7 ihal usn nnm me al ,11ID„ARLI 11111, 1„I,
or ns'}xcuwa, „edudrd pnratnnt Ill fnmorgfi It`I
Mon shall be pawl It, pnA de I In ,aid
ran'gwph I i 9 aril
11413 vs ntMntiw ctnm(I,alls j,n.,d,d m 1h,
Contra,t LIO,V mQni
1i5 ifIall swRaylAtorlsof nm ppAble Ind, has Ing
'al"Al lea, tequuo anT 0. ork %tx nut ilnmui) slrocdn all,
III b. 1rT r,d, tatcd w .,mvot,d In an ,.,ploy„ or
el rgam,,nt ilu c,d It publ. Inxl2. (,ob rkAW OR
shall wwnlms, full ns7vzmllnhn Ix Iir.WIng and
otatnamsi o,ll m praiuro
m unrn,nnm Ib,a+mth And hint h 4\vi`,I 1 R th,
I,gtnnd urllGatics or mzpn,Imn. w appr,n al
MITI R V,,I OR sbmlt also he Il,p,,nvlbk for 5nnunng
Ind ohf annIII, nAd shall pay all ant in ,oemeetlon s, nh
any Insin,ilal stet a opposals a,Iwled bar QU \1 ks
tell h qlA AI PR'n le, purec, of mat yaks or atupm,nt to
t,e naorp ruh d to U. U'ork, of or m thumb, mu Jeayrlti,
w +Arv, t mabmmrsi inr a "teal prior R,( nIMRAC WR, prn,lial, dwle,d �or nta,ipbnbon m
Ilea t¢od
1 :6 If Im ;4t,k for the u,,,d, n1 xK,) tlmt I In h,
mgx¢Icd, t'su,! „r ,ppsmci s, „x er„t b}
t'VVI 11 WI OR Mld It "n11,n ueamn.ln of
I St IN11 R it Inn II agn,a,d be I" t,(11 YR be
unms n.d let Nw7s,tb,m
137 1'naa10IA4+ %lull av preVld,d He 11ra3rnph l l6
hail Ill at ( Or 1 RA( I OR s ,sense unl,,
t I IIr 1, %I� I OR Ill, yrvat 1 bQ NIA 1,tnr'll note„ of
CO't..IRACfOR's mmmton Io aaa Ili, wunc and
h6l i IBI-F h hat not nand s, nh r,auanahla lxcmrans, m
IlSIT1n9. Ar eu,h n,x a,
l,n,m enng Bork
I;h Il may riorl, n „)hcr.nl CIMMITY" w Ili, wntten
regn,>I et L,r INEI-R, a mm,l It r,q,¢ne,l by
F�A4ISI]R brmtan,enliol CAOI:iLLR.,,hsnnlnn
ettd repl."ll'aUJ"1 It t( FOR's"Paa"
3,I III 5(d\t fRwn ed ,It,,u aan nr Itch,.tbi,
Ilan c, „rcI path Ix ob-rod In LdGf,V rl, ,x
tmP,a,d I I,'aftl bs ntherc f (`Mill( IOR n
I Vvn %,his a n ,Sec 4 ,U) wcm,. eslxx, ,, othuumc
make IVIe9d, G-r oh-,•n,mon nmpwlon nr A01n1 I
6°,C NI(TR min q,A, tin peahen of tin ks,,k m
yn,asvt Imm,tung It A&,"', 6rhat matn,d am,V
ryugemenl rl n 1, Inund Ihal ,u,h %kla. K ifek'tnr
I_U" I v I01, shall p o- all danm ,l,-, l"'end
dam 1gol , i1u.,c in, "rIlIle cut Ie cr a along In ' aa,h
,'All sit�3111LI II1 III
Im msk lu,n>v
ea of ,.nII A,It rgtl ato all or ra.onsmudon
"ph"reg III nm nund to all t01s of rupnl or
nplaum,nt uI sulk al ulh,r) and ,l el is ,hill Fe
,nwlul to nIt,I,, ,, un d,utax m the t_,nhad
nil It It, ludo Im nnabR n L1111 as Ic Ili, 11111Avoori,
allIn
Al,1, nos ankh I drum du n.h+, ,, pt000hd n
At nth `1 I( huucsu .,n Ra4 1 a bound w b,
,fr(xm�, I n� I & U E nR ,ball I-, alLsvt� so teen Ia m
the , I 1§ n, n1 +n ,etrnaon of dm ('Ilea ut I u,Sv
for Ald,wtne,)< or kxh dn,,,tls azmhm lhle h+ ,u h
[I en,l,lku n,1a1a'^.I nu�,ut+m a,uuu 27
...all g ca oioet ratan maicct ton wit;
v,piatmim and recomuuotmn nnd, it th, Pat", err
umthEt mr awl „ to ill, amount m G¢tan ih,reol
0rt,MtA(R)k am ntuk,, I Lmn ih.relta a,pOrl,d,d m
Aru,k, I I a tl 1;
011iCh it ,Vot Mj the flo A
11 to ❑ Ill, W,at m ,h(edne or ('OlI1 R V 101v lad+
to suppl} solle,io t AflI d twtku", or muadbk nmreranl., .a
oqupm.nt or fade m fumi,h or {N.r(orm ih. R'rek m-iuh a
oal that the'oora aal Mork mill .velum wile Conit aU
1)mumenR qA Ri K mm oala ( ON I K V( I OR to lop
th- Wark or nn5 lmtlum 0s.nof urad do ,aux for such
order It<is Ixrn ehmumtad hoana, the nt'it oR)NSl R
to slap tha R orl limn not give nw to a, duty on th, pan
ct UU VLK to m ,,x this tight 1, r the hendit cfl
c 6V I R 1t I ( k nr all wary ,v alit r p arty
f'arx"nan or I?. al of Oef"fl, e 11 ork
11,11 It rwwnd it I %,, NI rR i 0,11, A( ION i MH
promptlt u, do,qul olim amua ill dzta,uly kk,lk,
„h.xhtr or not tabniauxt, M t dhd or u,mlde'id, ,, d the
\1 ork B a h.m rrd.a. I b, L'v J \i 1 I. ,care la from the
eta aid Silo,, It midi Uorl, ilia iv all dll"o,
t )NITIA"rON Jail iw, d1 .helms, oozes ]im^ss tad
I tmaeis oIL-,! b, w tr+dtatg Coln Such LM lavit Ji
rontoaal faidodm• but not twain I, ill .at^6t itbal +x
i..plac..nnni of lark of ,Alba
IJ 12 (anatnna t'mxod
i { 12 I II „ohm ,nM ycar pig � adrc ilIlr the .L tt of
tall hfri (omell 1.n at wih long..i lxnid it unt, t
may he p'i Ithal ip 1 an+ OI Rcgu1*1 I la of ill,
,
I,env of ,'I I'lloblr 1, 1), 1i tl}utvtt, Strum.. iry
ilx ( rnut iu Ihxuntents er ri mtv iptuln laud 1,n of
Ine tomtit llocumanis anc 14ot a hound io Ix
to ( toz,+R " 1 ,, a I01i"hell Ith O"ri .,ithoutLlat
illo
to Oq ALR rid m u,rnthn,, .ulh ORb IR, vnno,
ni,tni"'1 uh<n,it 1, rea/erua,Nuke ttEuo
ty„6I ha tI o,k I, ref al' d horn Jr, sm a iJ
t y>hmt t aid" Rork chat is no' d,f me, rid nu
salt h,lad, wna,vf t=mot, endic"I an, Jaime
to oily- It ork t r thi a oil ui „Uri n n whine tlkraGom
li t qV I Id A( I (rl, dca i tun ptannd, , 7nply l oh iht
tla, of null, vtamtUo,i. it m an eMa.alxe „h,l,
Ala, ostd Lou, , ,risk e1 lors of dun iy.
OA Nil,R ,, r h n, tilt 4.1"ll, W"'t f or'tad of it u
tIII .,ILL ll tvk .,rni etd end t.phu.d and it, ,.lane
acts 6w.,, nJ ,lint u,s „told 6, of i -,alhn, rival
,uch nmtvd ,ind nl+la„m.n[ pnrl,dm,_ hat ,,,I
inntitd to all ,o>b , i tipur ,n npint,ni,nt of work of
I, Cd In spend urwmit uu..i mint, t illtnrdu
Alm w , Impmmt it place' In -aalrmw, I'll
Iwiou ;ub;lm ail t omplih,n .I ,II tilt 'ork du
,onwoai I,awl ,tinluI t L,o m , It i, m rim Lcm all
inr4a .kr, tl ..1aI, nkd at Ili, bpaae ai„tu,'I In
vnu.n Amt,dnira
I i 1= • Oh,rt i.k✓,td libtk ImJ diving, to ,ahvt
I li D, ,➢11 1111, ,11 luo" @10 Y d ill 1+111an
�T ,a I 1li 11 i,X 111,Y\I, Nit( hill, I(It l_a l�
xi rasvltnin dzzrefron[1 h.n ban wn,I
,.mant'<i nr itl nhw d turd,., Ih, psmrpriph 1112 th,
tarulvairn pcood huctnilu wrth ic,ixct to ruJt VI
will ih xt,n,kd lot an addmivml lxnxl of .all-kew
Sacs u.ary Lill, 1uch Caciron Or nntoral and
tepire nnxn hn^ Ixr tt mbxi�ctorib tomplme i
I<u/ilnrnv ajDefecnve IVoA
13 to Il "'lend ai l ymnng uuic,tron ar ronta, a1 and
r..platoneni nl .Grrvab,a Work OWNTR 4md prior to
U NYIRa rl, uar Mamiavon of hrtil lVIIIIM. elxi
PN(d V6PR) px,tes. to o-apt a (1A,NIR ri do lo
(ATIIRAUCR shall pat all .loans, Latin IMl,l aml
domoyrs nd"Numblc to OtLiIHR's wiluattoo of nml
d-E,un m mmt to 1c..,h lkhCra a Work Isudt uety to
tt aplxorcd M CMi1ALF R as to aawraiblurnsl than)
an.h amcpture vCar, prior to [RtaNfLRI,
mwomaxlahea o[[ma1 lxt}mrnl, a(hanai Old,, ,,I[tv
tend ,nomparuvp the otassap rmivons M Ilx
Cwtnat 1Ra.umcnn with resp"t to tilt l4,vk atui
ftlkMIR 1.]I h laaUT, rn plac,pnat, dams. mthc
( voi Pau. ar i d Slit p nii unahk to Li as to
III, anrount ih.,M Orl"vf R ntn, tit J., n ,hen dumt,for
u pm, td..d m Amoi. 11 1 f du acc,.pt ir,e oaeure xitcr
lath t.avarnanlabon at 1,lnopo,al arm tat Lill lit gild
lit r OA IRA( I OR to 0117J IZ
UW \FK dfm (aural IJnf¢aro ¢ II aril
1111 (1((AIRAI I(,R fid,,utnn a T,lilolilhlu lima
d0.i Nnthn neUtc Lwn {.amhll L2 to mrut dobin+n
v, (vk cr to I R at
and ngdata r th par- d ork as 11, o
br MI'lIIo I R m xl,to"n.e„ II, Wall,
13I i, or tf
4 her il, contract
Da aj, Lvl, r If \4011. {{t RCtW tbfrµ
with wa k ,Jlht nv othnb or d row, i f th, Oil imh
to unnplt „rill my olh,.t piIt,,waut rr , ('tvnrlea
boc javw, to c , I iz R nu, aITr ,.., an -o ) adr
d,IILo I c S..OA I I l,llui R turmt mnl lean inf mi,h
ill, I nay fit aeewr,mg ih, nghta and temm.4e., un,4r
dos ldlotnph 011 dh olr plated eslxlIall h Lt
OWNUtII with soeb , ]RVilv dad our "Il t„owi
UlVV Llt dt a ,r, ludo ((,I1 N lc 1 oK 1m,n nl o, l>7n of
ilm sdi mkt Ixry Cron of a1I at lmtt t Ili. eto laid
smpenJC at (0',1`1R IOR, ol,t,d tbera0 like
wilt l'ti of CO'll ii'( I Lf. ki.+h nppli 11, ."it
mooro,nun II the W rid nnmverit, n Six V0. vnl
mwgxwr1 tit the Work 1 ill nILb CL all t'[lutpmtid
at0,d ar the eh or krt which Oti sl R ha, mid
t )VTRd(i()R bet I, Ill lr art vJ R ihewtve
inA'[RAfTOR shill don tril �lI I-W, I ,
itiv„N Sao, t. tycnI turd,FI, air,Ld
U r li?N tent
,,mnmtra a dad I IIII vl 'It'
and (IIV r f I Rv
C on,aluut+ ILL-' la, the silt I ,.11u, t,gr AI kf
te,-,La hti, rid ll, arri r.11 n, Lou,, this ,, koreph Ali
of ant„ ,, Imuc tm.l Lull vt iwumd or xuxtu 11 In
s WNTaii' m tnarnail vmh n^.ill 1. a Ii,, Is w II ha
,herd,' "I'll
arM! On; I Ib,th, il. eo,ll (hnnp.. nreli r udI
Ix ,.,ucil mwaivol,.rg h n ", ,, nvtmonz m ad
crdr cI rydII,, (4 wnh wepni m du ncik ad
Ca',IIIi. 11- Fa t ntlkd to tin ippnyn ""I'll
tarigx m tilt
(i avo h tt,. mi i A Ihr p p, "1, m nnrblc'o aaat.. jhl, to
the nmoaiu dxma, 1, 11 mm at dt n ti, 1c, I'd
,z p�saided m.Atit le i I ^,u Ji ,hut: t n, la a8 and
Jim,e u, nrll mlwh Ipit ,<v be hatted w JI ewb of
"IM17 ov mpllu.m,ni d wad of odure de,[nn ..l w
Jantaged by tAtrttnor. ,raoal In eplv+.cm.,iA of
I OA FIZAd0RS d f cLI¢ A,¢h Ct NI RAC I OR fall
tut. be attrnwd an e,tc.ran of the I n.f I tmcv I.
VbIa nitJ betmtae of my III in Ixrhrnnn,. of tit,
IN11], aanbnmhle Will, e,entw hp Celt tit9? uI OR'VLRa
nglrtt artd renxdiea Iicrcvndst
V2 PAY"td VAYNff N'r61000ATRA(TOR IIND
COVIPI P I IOC
Ytl�etLate of I atauv
141 1 h, wI dulr al , flat, G t,bb,h,d as l+rot Wrd In
pna,nfph Z I W .If sere, if, do Imam for pmg", Invnuuk
and w111 iw nK il"mui few t Join of iplI...II, for
Fat mm II-qu ibL w LV dNUR Pc,.,, lrrimwtb ,nt
m2ount of hill Ilil- A ITL ,all h. baud on till nulnlnr al
umt,wrnplond
AppletanoaJar Mp,,v Mirin.,
142 At I.aa tw,nn dns ref,,, dun doe I,.tkfidud fv
va,h pm{ru. ppmt.nt (hut not mart oli.n Ibnl ona. a
mouth) i 'M h V I (IN di til aIll to I RoIN) I R Ira
t,t Iew an Appli.:anon ku [,,I titan tdltd cut old elgn.d 1n
( ON I hN I OR cot.rmg the t40II ,nimplelzcl av of the
Jale of do Applmahon aed I..onlxuvtJ bw 1 dI
eupp,vnnd, Jn,ontaP, hot aK I, r,qutm� by III Cwnral,t
)Iiunre tS If paan,nt Ie re,jl cd tar, th. hall a(
.... n'n ds tut "fulia.nt oat nu f, pot atJ at dk M.1, but
drlroaeJ end „Ill IN, nwlecl at da, e¢e or al ataffie,
locauou avn—d tom unfmg, drr 1pphuhon lit Flgm.nt
ahalLdvu1, n"Inalpaual u, a hill al" it .1, anof odnr
eWcunn remim W urmi run th o Oib'i1Lk has r.coved We
Inul'Itm s rid .,mpm,. lw and flea, of all Lens unit
dell(, that the In It', 11K and .ym[mlim ar, .a,cnd b,
rpirt.pnae pn.,pem m lulu end otter arrangeuu.m, w
,loran OiR,a If, Inlool
l thews I( of ahtd) will Ik
+etlda.tdrm to U5t f 1 R I h, unoam ul , 1,nnap, rvlth
hhttw to pmgre, rynmint, will la n, ulpuht.cl if rite
Agrc,menl Ant tunJl th It ire ullhh.l.l by tie fA AI I,
llJall rn t e a ]'Ift to wbmtuhon by the, I l4 rR 1(' 101,
With%euutna. or try inn,1amejn.m,of n2 m{urorvor
<u,+aJlanship U, .,,, a az Ill, ItiT Ilrrtron lot ravmmt
[,it thefOf, IIt it It Ni IKrd.21. wmr, r hn I fight In it,
Imnehry n1 (, nkalido Re+ I I J 400m, ,, s. win 24 "J -10),
a xq
f-WO R f ("I OR If I141rnuat if I ale
14 " r 01 1 R V I uR Werrmt and _uanml.w Ill tell,
to ,It ticr,t mat""[' and qutpn,rl unued h, ,,,
Apple, won hn patm.nl Which,.. In...I"'f ed 111 11,
I,r,, w ar not ++ill 1,n, to OWN( R na BI,.r than if, tin,.
of pa}mmt al, and'I'ai ,d ill 1 an,
ffemeu rrJ IPPbcakr,n. /hr frrzgre,+/ n I meal
144 P„vpd1L6 wIL •'thin ten chi. Alter ronlTi of
lf,A 1ppItI )ltan tf r lhdtlaill ,wVt IndnIt, In AAnrllh, i
i I{w vt bl R n= „htril101Y I HI U L (I a)n hdlnlvl
„.f 11Y IJk Wn1i�11I �, \I, I,IIfI M1II ,\YINIt CNxil
ta,onuu.ndmon of D%vmmt otui preoap lit, ,Apl'lic2bon
IfIto OA',l R er al tam the Apphrauun to C J�TRA<, Milt
...l.mmg an .an ,ill till
it «a,erc lot lif wryj roll
Ivwmmanl Ixnmer4 In des land u1a COS 1 RAr fOR
ratm^ ..I,Ifrrceas+tuv careUwm .1""'11the
i,ppll.eroa ten dntc rdu rrvn[tlnon ,f the
1pphtehon lot RIymtmt to04tmr tonhilvRd"Pr<L
etanmoednnorr the mnaunt re,omnwidAl wdf rallf
to th, prm atom of the lard ummt, of pareg qda la 7)
Ixmanc due and xlun due rill be dud hr 0IOINIM to
COVTRArIot
14, I1r,1,1TI N of ms lxrfineut
recrycsl Il I. rat _\ppLartion fur I'a, m,nt arlI wt 11fWV a
tyvvartmom by INI,INTI R to OfAINPR Im,,d an
i MAVI I R e ., site rrnervmumt of the c, wed %Pork
ns nn c,(<nucul nud quahfuJ design ptotan¢arel lnd <n
I V IV h1 R, re.ICv ofthe_ mhcahcn If.. Pavtncnt end
th. if ..alpinviw <I., a.J xlwda3a drill hI the 1,4 0
PHtd't U'li" 1-n-. L-dgc, mfbmlIhon and IlIb"
I l t i In, Ckorl Iv, pn+yt,ad to th, pint
mdluttd
14 •' iht quehn of Ili. W11, 11 galernlit m
ece.olI if1- ud1 Ih. ( ontmci IJ,vumuiri (su[)Ielf to
xn orlr,non of th, a%Ir6 a, 1 (unit<Innlg choi,
,III, m „r ulwn 9ahwunni t'ompidnvt w dun truUs
III I ne .ul,,,quea 411, .allul toill life I,,tmiut
th1.1IIIa to I (If J. to nrol tW,11 of qu nnmm uxl
tlnsmrnnon, for hunt Il,,, U,rl under
pmg,=ph II It and if, any oih., qu4&.ron ,rued
m de, na,mmcnd aeon; and
t f t , ti, .wtdiUan lit...dsR to
I-ON11CAC1ORs bliv tainto to ,udl paimaln
ipp-a Iv Ira," bun nd}tII,J Iff n I I,
hA(,I',t I We I, vpolslblhq If, ahem the dteA
I [ot„t,I by re..xnm+.Iehng an. vch rypment
will Ill tlnrtn, b, I.,. ld to haw
«pu..cn0.11 that II).alrraan'. ,v e<vmnu..Us ,111 It,
xnspe„mn, Knit ty.n made w eh.d, 1111 y,nln, .a the
ywnnh of th. WI lf, l,tanJ th. I„pon 61111111
,i'rullt rth m,ped to 1-Vt,Jf LFP in ,ho Cwue,t
Dtt amml. of rIt'that ths, In tt not Ie chin Iuer, nt
t, I,, brawn Iht pansc [I'll mT+ht anent
t t Nfl li- I aR to he IxuJ eldmmmlll" hJ t It44I R of
wade OU'VL.tE tanathhai<I patmmx lad tr'.`ll Vr'i, A.
146 t Yd,fTsfY, rcu+ unun.holit of an pap,m
rn.Jul, a Iln..I pal unfit s] ll not ratan Jmt 1 OICLLN
I.1,111,111, h111ONIR\101i,mans nl,ncilk
Ir<hnlyacs .yuuaet 'r uwtdwuf If unu ¢ummi as
Ih. Ultl, pal Iuhom Intl p'«rdm' mod nt ln,1I(,I or
for an, Iell", of -0 I<V OR <+nmp4. v,nh I nv.h
and tugul more glph.aole IP Ih, lumnhtngi or
prlonuatn, of itmk ar to vry fnfart of
CO '11, V, l OR to I I"nut of tatm If fk,r,k in
Ie,unLme, 1III, Ili . entra.t I`a.,anu nn,
147 1 .r d,dl 1 R ai,1 Ills, to recomnwd then hnl,
oI en.. ... !'F dun Imnrrnt d un I_`,liNI IR I""., n it
,wold IV m,onc,i m real, tin rilul,nlnlnn, to
Q9`?k�<nial vR Lem pata�hl4< 1\u C.LtR maV
alsonMUlo reuxnamnalamwhCQIof
allntl) dl atal.Ill ,, all, cvdi, of
akillnt rwpeCH.11Lrn tests, I'll rep Vino (usnnn oLIIIIuy nemalh
to si'sh aAleni a+ ma} bt
In4esvin m A(rill f Rs apunon in Ivotz.i UIiN7h
Gan lass bauuve
147 1 Ih 1%orA t, defI of .ompl,wd tAurA hu
bun (Lnnayul nywrayR uuleettua ar repl.ncmety,
1472 tlm (OMM KILL one hul ldall to
R mRl, Amendmau <v ( hnna OrJer
1471 (11 MA has him rmepnrd 1, e vest
.9mIe WO or w.aw %lark m asaorchnce trah
pVwgraph 1314 or
111 I r1*D I CR Ins edual I,o1mled,_e of the
110WIl .e of aM of the aanit I.a lrttcd m
Isln0aphV I5 2 1 ttaeluyr I V' a md=,
TAV hlC'mn Ida, to male (ntmmlt of to full naam
"' Imrlaaltll"I bt I I"AM-1 R I","
I1175 loam, Inge Inon rend.. wmxt UAAI R nt
IuouN al t O`.. RAG Oh e oOrraw- or funuehnlg
ul to IA urt
1"6 1 MU tune ha» tiled ul eomncDOn ulflr ill
I\W\ PY`pY tiller. (01110( TOR hl,, dJ1Velal I
NYnla Bs red ti_thsladon n U14 VhR ro sewn the
ainstaalon and dtsamg� of such Lilnx
147 7 111 "till' Mans land ing("&>al R toll set
,,IT ageuut Ino alnowm MVV.nnn.nd"L w
I478 O"NIA ha, abni k.v.WV of too
'XWfl44. of am It ihr ttaiin GnWlela"I at
plmgraph la 71 IN.Wi I-17 1 or p nlgmQ 1 A I
thntl,,,h 11 2 4 nlel,lo"
KIM plA, 1 R Two ate t i)rl LA h W lmm'dw,
VVML,l m.mae NO 1 ally m I1trAH Rj Into; the
,n"lo Gr anh Lam a,, preolpll} ply (eV3: ! k-A-I r 11V
Ih, am"ant m eahheld or m, udp' oa.w thereto a_ned
`o by Oh M R all (V'V R 1("1 tit{ "loll]
(OYI1; \f LUR c3uIT 61 oWT,I ks la,Il wl III
rid4t RY tOr YLI�E 441t(tm
M1ub .We r nmglleann
14T, 11hn.0t IRA( t I]<Izn1aJl ,ITI..non ll od
old} N III, InlervjeJ uu '('VIRAL IOk shill Haut}
I I R. W I MJ M 1 R m. %, Ih a t he ma ¢.. AM
m ab oml,Iilt taltPlae '1111pt 11" aeno 1l4elfliTlh
M d bl (saMWA( fA r, ml ompl.'el . t,yrc.t ton
1 ,4 AA1 hR ll a «'W"at, of S It"I'm ll i omplaton
ltnhm a nownubll Irne Ihlrelhel CAI-oj.
( UV I Go I OR 'ad I"1 If', I f 1. JAI a '1, m "'Ill 1, vl
rl dx RIIA III .le¢muue Ox dill, of .e mphaem 11
I M JM U do e n0 eon+' L A "Wk }ub"w h
wntple0. INI IJ)Jl- odl reach (uAH,,, 161, 1
trl P gang htc lawn. 'hemnl u rx wIII I
iii tl o.�tei$1 a 1 IINIA 11, ,IAIIa lIAllo1
a ill I'll Ht.vtl" " gla,v l.r aq<'tl"A
wMMI iln li'en}, wbstaau,dlt cenlpR I< I•WRIIU.R
,Ill pmpareand (ILLta In SIR\q R t hlttabVc LIVIGoan
of 9ul+slm ad C mtplevan II IIIIall L< IT, ax, ni
Aubaaanaal Comoulon Thm shah b. wIlInd to Ilse
axtldualc a tertPaol hot ai 111.11 41 be u,mple%J or
ortmAdhVV,rrhnnl a)ll Otb'hlRdlaillm,,,ul
days afW Ie1,mt of I�u took", <wowata dwtnn c.hah
to mak, Armen "bjecnrut to Ll`t lhUl I R ae to anV
pants. of the c,mfiol, or abLa od hi If atIr
somhalIal a suoh objr.LVm, ENURIfilR wncl,ll that
tho Work n o"t wNtlm all) mmplut PV0IDf9 R vvdl
anhm foultGn da)'s ably ,011)111. 11n of tlal Itlltaiile
xmtialte to OU tit R rend[) (,Oh l R a TOR m wnl rem
statmg the -ol therdloI It, III, aeulJerAnn of
OANI.R¢ objeatrnc I N(,Nl UR -Auden it,, lVA
altAanuallr tomplctu, 1AINPIR ,,It ¢ahn ad
fiaatun s1,, "aac and d1fil to (Al'MY utd
( ONI RAC"IOR a dehnIta¢ ecndlwic of lmi"annal
r nmplrL.m (,,it, n "Mull Ientatne ha of dcml h he
rwnpietcd or mrraotadj rcfl"taw soh tome" m'm the
telanov c a. ndmate es sal rihEfh hlna a )trtunJ Alta
ams'domtaa'If nm ahj-1l(II troll OW'IlR At the
Una. "t dIIIIII) of the noHml ev[41m.4e "I bubAIIIIIl
(maplmlol, INONHR wdl h111a at 1AVdIR and
i't N' t t.1t 1 Qti a e crcaa mwmmenu6t�au is tei do Mon
of I.'PI'lsduhllea I'll ... F, tmal patm.nl I't','a
rn1Nl Rand (TAI RAIMM tab r.elael w e w,q
i,ptrawn suet), mralmirIa,,, hClt uhhIl. IrAllrilmce
uua x^artlm. am Rlmrnn" I ulex cMv R a'al
( till! R 1( I (A0'gra (tllavasx al n ,It and so ualvm
f lI61NIA R III truing prmr 1( I Nf rl el I Ws I%umg the
tkhmlhtc etirt'l1eA[e VI `,lul`itont"I (3llpl'lam
6llGNMRI alalImd It.10091end u'oll'Ill Ix htad'ngV
. OA MIR and('Ol' t Ro'I t IR mad Ill doalnnnc
[Io CA`lWER, lhad Iota To ,Ight to lvul
((IA l RAt„I OR Imm ih. A,aL A,I 11), d.a. of
Sutxtmttid <ompleul but 0"AI,h .4di dfaau
iOAIRAe1Uk 1z ell autx to coulplrir.a wrena
dims bat metGlalin. hfl
111"va1 LnLranan
I I I(1 1 , hV IlCk "I li at Ok, ..1 Rs option a unf
IIINT"l24tlY udnpbled Inns AllutAVI, .Vah (I) I",
-pwl6eaile ocIi Wba fled m th, (rnv ut IA. a nenu, or
n11`WVb11, 1, IQ,41,R n'.I (llMl, Ai WR 'gale
e'mal In t ,({xv Iteh hml al "VILVil p n 1 of the
\1 orA toll clan Ix u,-d b) OA_.I'1< 11 n, intended
Iralma "ahuen 1'omhlinl tmhn,nme 'all
S (l,'l felt II)Rr [ttrfirzm au.. "I the rommnrel of the
tV'oor Inn d] n.eomlah)- I i i >ubseoiali
rmp4 urea o(ttll the O, rnA u'hp.l to lh Intl tut,:
14 10l IAV1dR Ii rem umt inn reyueu
(4'VIILV ry,R mnuuna m+in area nR:Vi2 nu`u
nNI.LI inn a('be mt,n a, o"'It RIblIl to
h ne" for rts RAMIO as mal sulst min lh
'I" III tI I, I CA I RACI lm ague Ih,, web pnf of
the 6O )e"O"A tl R ampler. CAA 111,A U9.
omit LOW) Ia kn :I R and I Apl'2f I R II r vl.h
pannithvlVoto Ar vhtI ou ,lo, n nilre.pnet
CY"d°.R6h to Lulu a wttllsne I Zul:vnlaal
[omplstmn ix tint psn ,i the `A'rrA
r (A\ rhAC 1612 at tiny ❑me ma} now, UW`LR aIII
r II;IM,f R m annng ihol ( Q, r V' l01, c�vd,n
rim sad pot of III, Aak rind, for ns mafnkd tu,
nnd,g1"tanlw0) umpl,ir, an l ryne9 fV(,NI ldt to
tc,ve u wmGaut, of lulndmh d Complrtlnn ftx fiat
Fmn of tiroro Aix'_ t4 alun n re rwrnhle ume If,, egh,r
such non,A 0WATR. (VNTRAl-IOR ereJ
I Aoll�CtR local make on rro-gecntaf of fha Inn of
Ill, Work to d.urmnn LL5 ,i of aanphuon It
k NIIN U k tkxs not Lou adcr th.fl Inrf of gill \Y„d w
G whavnhall} mnnplett rVGIAPf:R „di nouft
OkPQL'K and col, Iioc rOR In xrnmg gn rib the
eaawlts th•mtor II 1 NOIN d R .an,¢Ier, thin au of
th, Work to be nnotantnlh cnl icv^ OIL prnveatorta
of Igng:trlrn I 18 and 14 9 trill aplely v, ah nsrect to
a.nrfioatio, nl Suizsbnn,l t ofnpfaron of f, If r"t of
the Wtuk and tin Jn Isnm of r,Iwitabil tv to I,,,o
thereat and 11111 (heitlII
14Ill : N,mupnc) or,plo".op,rrnafoffaft
of th, Awk aIll la lanmph,hed ins a tout'll to
o'lth Ina nyorunent of Ixmx,,ann, s 11 m rN,mt ui
(ao(tn) uvxunn.,
1 inN /etpa,aon
14 It I prm t l awn ng46e troln t nA RIM OR that th,
,unr l\ml, ,,, ,If ¢fated pvmon gh,tuel I, legin ,
PIGINH R ,all Milk I ❑col WJILMOt w01 OII Al R
'I'd MIZI 1, V,IOR .1 ,If long, (II,;IRAI„ OR in
,Hung of nil prm,uLl, I,, which Ih,, in Jr, u,n r,u.d,
thII io, lVolk nmuvnplen of Aa',.me (I 'I' ILALIIN
,Imll mtn,l} ,dnnink, Inch m, ngr,� I, t n.c,a az; to
complem each link ul I cntal, each d,hsml„
firrnl rllliaRn"fin, Pal nrent
1412 Alm (ON1KV TOR In, crxnpk [,d till such
con,.urnt 11,1" u.uIGcncet of L, a lAII IC vxl d, I" e,l
m ,ufflal, nnh da Colo Ia Uc.umwts NI
man4udoae uxd oiarmur inrun ILL, uh,Juh,
gtrarall'of, hol'i andn..tlu m I'dtcr etrduiu of
nutglnu r,yuu.d tx pnaJnph, t of
mslv..gaq lauk,dup mcolJ daunr.nn I i pnnnlul m
rgmPaphoh)f and it,, twin,gu cv,wU•IOkZ
nfay meke apph¢t". for Imd pnmtnl 1,11..itml It,
plowing hr rrcawsv paKlgml I if, nnal hpphcatirn to
Itpn,nt o.11 Ix ,,mufrmn,d u,mpt r Iv,twg,k
dchl,rol) b, mall doulm,ntutnn 1111,11 br a Ill,
' oul"t Itlauuuly" votudul, but feet Qnond ,o 16,
„gd,,, of m,mvfar I" I", d h, o1y'aii,n,141;
Igio•rnufl of ill ur,l, it In1 L, find I-cr}m,m and
iun,ompl,f, em' 'pdit dl„m, nRI. nr eautn
`IIUL,tol) torhoV R)ofe11II vnyinn,f IIIdud
m coax, mog "ah th, 4 or6 In l u g, , + au,h ' I", ,ua
.,mtl, of It,ns .rid a ,lq+v„d h, (-\T,R
(ro, 114 V IOR tits, turanh n,alni, gr Lhnv., in full
vrd 111ulnlit IA (A,VI I2 o-fi-iR Ih,rt (I1 Ill, ni 111,`.1, ai
, „qu,m,h,4 cal l'J", , , mamd and „•nIn,n
lof ,h,,h a 1 con t uld II 14,1 toil ('rill.......th,
mind end tg¢Iltln,nt hdL u1J Inn Inkbtaln"
,nun„ mA o in, tlm tt t k r ,0,0 tll, l R or (AN ill R,
r^oP•n, nfOlt I, mf f, n ba r,I ....coil, het, Ixen P ua,
nhtrni^e •nn.bed It so' ,glxonrnar x sal I h,r I ill
to tug It'll ur,h a tekix It w"llin al lull
I OM RA( -I Ott m p r,.,.h a Ifold or oflnr coilaarnl
snte,txUon to IA%N1 R to I,"a mull) 01AINFR awtntt
fun, re Ln-R.haat a or ai new of h, nI and th, o m.nt of
Iht Iai to 71Ir9IIF1 Inn npclf-are to be suhmmul on
tonne <gtfomnne w the Irntnnt of lhL (rAi'\I j2 hUnnciard
lam, ba nal a.tR, Proaut mvnual
lino IIl lond'ia Wiltir e
Id 13 if on III- kill, oC IN61A9:1'R', nbmrtatlno of
in, Work dumv. cmnmlu4fon and Imsl gmpx.,.bw and
i F,c,[Nko R• ret too It the InIni trploolon for glly ra
•ufd ntwmpimmb douun,lllanon as reyutr,d bi th,
(oruru Fhcnr,nN, IdS(,IMJR I, Wisbcd Ihm the
lvIi his b„n mnpfled n,d WNI Rot 1 OR's canter
obhyAuvs tank, tht Conugm Ihmumuu, Ili teen
+LIBII•d IMf'111di Will wnlvnld) JAVIvIIIIII.III i
rh'. Lmfl 1pphrition If I§I)mcnC rzldtml, m antmg
PMUNLhR c rc namcrolanon of psynunt and pecsau
If, Appli anaf to OWNER for poni At cam snag,
fIme hN' I.l'kI,R "cal III,,, givetrmn•n notiu- mrfVVNLR
,cod I,( I"1R of, igR thus th, It snk r, tcuptahl III
Lz ill, pant,,,, at Ir,mgmptt II I Oth,r,"
b Jo1gM,R +ill rcwm fhc Apphcaunn to
IONIR,V II,I2, I,dl,noln In untall du aawm la
letuvnyt n, r.ravnm,nd luld feam,at In which .a,,
r'OVl kA( I pli shall mN.i gill rn.4 ^:ai} a ,o,tLoo ,,mI
rewbrmnhe \Ign,msf linty dav, niter prw,nf lnar+Io
(Wilk of dx Applwuton mid nuampanyunit
da,ulnu)t,IIII, at nppmpunte romt Hid wbu rlxn• and
null f6,tNILRs nowounakion ,J non, of
u,uprnbdnp, the unpum INOUla,ni,d hr b,wt\] bR
,ill mo,oi, duc mid ,,It hs paid by OWNIR to
(OvIRA('I(JR nuha 3 st+n4!_A]ZI oI_1hcs
("frxrrli ('oILAWA,
Id IJ It throm_h no null of (ONIRACFOR in ll
completion of the W,rl, I, vgndm mtK daloyu,l .grid it
I 1 tr,JNJ rR ,) I ao n f, OW°Q( R shall, ul,n Ien 1pt or
ION)[,t(JORI hml ,APPiwucar for Ihyfnwl arxl
n,.nnmm�dnnon cCf Rill ! R nral ,r rlhom Iue I" ling,
.1 Atila mlk pull III Ilo[fitbnlan.r due Ir flag
prnom of tit tl nik Imk ,w tplm,d wnl Ili ry•xW 11 till
ronnmui bnhma to I cold by OA M; h, Won, not
With ,ampl"I a I -La lui rc let, Than If, raging,,
_uq,ulnud o1 du Ip"In ltt Hui it Pond, Im,e I'll,
III rnldndl Icywredmrnlnu grhS l (h, a,gIuu,,O,,nl
It th. ,ant, In th, payaront of th, bvl,m,, du, l r that
follult '(1f, AS,Yk 1411 vomIA,IYd411d iel Clqu9 Audlh,
,ufnn Had hr t t)'21 k(lr IVR to rN(,I`SFrR nnh till
\I I'll.ati,n III Loin paunnt la,h pmag,nt ehfll t•o
Hilly un.kr in, ttrm, I'd,ondu,l gor.mmg Intl
IolmatL e.LpI Ihal R hall n t u,usital, , ,ra er of
,lane"
Itnaer y(lrnnn
III, Ill ill It, IL end a.ctplan..e of III pnrnmt uwdl
.unwna,
H 11 1 u n lit,, of •II d urn, ht Vil di It aenn,(
I-- iwl hV IOR "'pt dgm, an,ov3 ✓fr,m
mmetned I ten, 11,7n dif"Ina do k trj"oo'g, h"