HomeMy Public PortalAboutUnderdrain Installation 1977-78CITY OF SAN MATEO
STATE OF CALIFORNIA
CONTRACT BOOK
UNDERDRAIN
INSTALLAT
1977 - 78
(CITY WIDE
TO SE USED 1N CONJUN
APWA - AGC
STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION
PROJECT NO ;0'87-40.0 1'
DATE OCTOBER_ 1977
PUBLIC WORKS DEPARTMENT
330-W20tk AVENUE
SAN NATEO, CALIF.
TELEPHONE ON5) S?4-6TlO
Ejl
, 41
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ROBERT O_BEZ 7.A NT uIE iCTOR , +4c>-.—,�.—__ .,, _. / DEPARTMENT OF PUBLIC WORKS
LYLE D. JOHNSON CITY ENGINEER
ALBERT T. BERGERON sumT. OF MAINTENANCE
TELEPHONE: LII) su.Eloi
AMENDMENT NO. 1
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
Please Substitute the following two sheets:
(1) '.Schedule of Bid Items, adding Item 12.
330 WEST TWENTIETH AVENUE
SAN MAT E.O. CALIFORNIA 94403
TELEPHONE: (415) 574-6790
October 12, 1977
(2) ,Page SP -2 Plans and Specifications contd. - Standard Plans
Please Add:- Drawing No. 3-1-153 "Method of Replacing Street and Sidewalk and
Trench Refill"
II
Each bidder shall acknowledge receipt of this amendment by signing one
submitting the signed copy with the bid cocuments.
•
Acknowledgment
copy
and
I have received Amendment No. 1 to the Underdrain Installation 1977-78 (City-wide)
Contract Book and Plans, and I have read and understand the above information.
Name of Contractor
Signature Date
Encl: Amended SP -2
Amended Schedule of Bid Items
Drawing #3-1-153
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA'
SCHEDULE OF BID ITEMS
Item 9 Estimated Unit Total Amount
No. Description of Item Quantity . Unit Price of Item
A➢DITIVE ITEMS $ $
6. Furnish andiinstall drainage $ $
basin up toH 15 EA. $ $
7. Furnish and install 6" perfo-
rated ACP up to
1,200 L.F. $ $
8. Remove and replace concrete $
curb and gutter up to 20 L.F. $
9. Remove and replace concrete $
sidewalk'up:to 50 S.F. $
10. Furnish and install
12" reinforced concrete pipe,
Class III 500 L.F.
11. Standard precast concrete
$ $
manhole
2 EA.
$ $
12. Trench Shoring
500 L.F. $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
PLEASE SUBSTITUTE THIS PAGE FOR THE SECOND PAGE IN THE ORIGINAL SCHEDULE
OF BID ITEMS
SP -2-5 PLANS'AND SPECIFICATIONS - contd.
STANDARD PLANS
Title] Drawing No.
Typical Sections of Curb,Gutter and Sidewalk
"Bird -Bath" Drainage Basin
Standard Precast Concrete Manhole
Standard, Type "A" Manhole Frame and Cover
EDA.Job iSite Plan
3-1-141
.3-1-132
3-1-104
3-1-106
6 Sheets
Method of Replacing Street and Sidewalk and Trench Refill 3-1-153
•
Specifications for street lighting and traffic signals in PART 3 -
Section 307, Construction Methods, of Standard Specifications for Public
Works Construction, shall be deleted and the applicable portions of
Section 86 of the State of California, Business and Transportation Agency,
Department of Transportation, Standard Specifications dated January 1975,
and all addenda thereto, shall be used.
SP -2-6 WORK TO BE DONE - The work to be done under this contract includes
but is not limited to furnishing and installing drainage basins; grates;
6 -inch underdrains; and removing and replacing concrete curb, gutter and
sidewalk. Additive items will consist of similar work at similar loca-
tions as in. the regular items.
SP -2-6-1 EXAMINATION OF THE SITE - It shall be the responsibility of the bidder
to thoroughly examine the site of the work prior to submitting a bid to
the City, and to satisfy himself as to conditions to be encountered in per-
formance of the work. No claim against the City for unusual conditions at
the site will be allowed if such conditions could have been ascertained
upon„a reasonable visual site examination.
SP -3-2.1 CHANGES INITIATED BY THE AGENCY - The City of San Mateo reserves the
right to change the scope of this -contract in order to align the contract
price to the monies available. Presently there is approximately $132,000
available for this project. The City shall have full authority and dis-
cretion to determine the decrease or increase in quantities required as
well as the subprojects which will be altered, added or deleted. The
Contractor shall not be entitled to any additional compensation or adjust-
ment in the unit prices bid because of the above -stated alteration of this
project.
PLEASE SUBSTITUTE THIS PAGE FOR
PAGE SP -2 OF THE ORIGINAL SPECIAL PROVISIONS
SP -2
031VW NYS
D O A
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W1VM3aIS
PLAN OF STREET SECTION
saw cut and remove entire square In
area of work
-Replace with 520-B2500 concrete
slab
Typical
sand
pea gravel -- / -
Street openings shall be sow tut on a
straight One and to have, square
edges ;
Replace rock base with 6"
20-0-2500 concrete
2" of Asphaltic Conc.
Bock fill ditch with tamped
earth or by jetting
Tack coat of Grade SS—th
emulsified asphalt,
6"
Typical
sand
pea
gravel —\11/4
DETAIL A
When replacing
concrete street use
520-8-2500 concrete.
DETAIL 'B'
Typical 18"
lifts max.
12" desirable.
Must obtain
required density.
SECTION 'A' -'A'
NOTE:
When Detail A is used, where trench cut is angular to vehicular travel
temporary asphaltic cut b oak shall be provided and maintained
until permanent a sphaltic concrete is placed.
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
, . . CITY OF SAN MATEO, CALIFORNIA .. ...
SCHEDULE OF BID ITEMS.
ENGINEER'S ESTIMATE
Item - Estimated Unit Total Amount
• No. Description of Item Quantity Unit Price of Item
ALTERNATE A -
1. Furnish and install $ $
drainage basin 70 EA. $ 400.00 '$ 28,000.00
2. Furnish and install 6" perfo- $ $
rated asbestos cement pipe 5,800 L.F. $ 15.00 $ 87,000.00
3. Remove and replace concrete $ $
curb and gutter 85 L.F. $ 6.50 $ 552.50
4. Remove and replace concrete - $ . $
sidewalk - 245 S.F. $ 2.00 $ 490.00
5. EDA sign 1 EA. $ 250.00.. $ 250.00
ALTERNATE A - TOTAL $ $ 116,292.50
$
ALTERNATE B
Same items of work as Alternate A
$
only substituting perforated vitri-
fied clay pipe for perforated
asbestos cement pipe
AL1`ERNA1'h B -_TOTAL
ALTERNATE C
Same items of work as Alternate A
only substituting perforated
Schedule 40 PVC for perforated
$
$
asbestos cement pipe $
ALTERNATE C - TOTAL $
$
116,292.50
$ 116,292.50
TOTAL
7. Furnish and install 6" perfo-
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
SCHEDULE OF BID ITEMS
ENGINEER'S ESTIMATE
Item
No.
Description of Item
ADDITIVE ITEMS
Estimated Unit Total Amount
Quantity Unit Price of Item
S $
6. Furnish and install drainage
$ $
basin up to 15 EA. $ 400.00 $ 6,000.00
$ $
rated ACP up to 1,200 L.F. $
8.. Remove and replace concrete $
curb and gutter up to
9. Remove and replace concrete
sidewalk up to
10. Furnish and install
20 L.F.
$
50 S.F. $
15.00
$.
18,000.00
6.50 $. 130.00
2.00 ..
$ 100.00
$ $
12" reinforced concrete pipe,
$ $
Class III
500 L.F. $ 25.00 $ 12,500.00
11. Standard precast concrete
$ $
manhole
2 EA. $ 850.00 $ 1,700.00
12. Trench Shoring
500 L.F. $ 2.00
1,00.0.00
SUBTOTAL $
$ 39,430.00
$ $
$ $
$ $
$ $
TOTAL $
155,722.50
NOTICE INVITING SEALED PROPOSALS
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
1. Sealed bids will be 'received by the City Council of the City of San Mateo, California,
for the furnishing and installing of 6 -inch pipe underdrains and drainage basins;.
removal and replacement of concrete curb and gutter and sidewalk;
and other work as shown on the Contract Drawings No. 4-10-37 (5 sheets) and as
described in the Special Provisions and APWA-AGC Standard Specifications for Public
Works Construction, 1976 Edition, and all addenda thereto.
2. This EDA-funded project is bound by requirements for 10% of the grant funds to be
expended to minority business enterprises. The absolute minimum to MBE for this
project is $20,170 . See SP -7-2.3.10.
3. The Contract Book and plans and proposal forms are available at the Finance Depart-
ment, City Hall, 330 West 20th Avenue, San Mateo, California. A nonrefundable fee
of five dollars is required.
4. All bids shall be accompanied by a bid bond, cashier's check, or certified check
made payable to the City of San Mateo in an amount not less than ten percent (10%)
of the aggregate amount of the bid.
5. The Contractor is notified that he shall comply with the requirements for Affirmative
Action as set forth in Special Provisions SP -7-2.3.1 through SP -7-2.3.9.
6. The time of completion for this contract shall be forty working days, begin-
ning from the date of Notice to Proceed.
7. The right is reserved, as the interest of the City may require, to reject any or all
bids, to waive any informality in bids, and to accept or reject any items of the bid.
8. The general prevailing rate of wages applicable to the work to be done is as shown
on the Prevailing Wage Scale - General on file in the office of the City Clerk and
included in the Contract Book along with the prevailing wage rate established by the.
U. S. Department of Labor. The higher of the two will be used for each position
category.
9. Said sealed proposals shall be delivered to the City Clerk, City Hall, 330 West
20th Avenue, San Mateo, California 94403, at or before 2:00 P.M., Tuesday,
November 8, 1977 , and they shall be opened and read by the City Manager
at said date and time at a public meeting called by him.
10. Said City Manager shall report the results of the bidding to the City Council at a
later date, at which time the City Council shall award the contract to the lowest
responsible bidder as so reported; provided that. said City Council may exercise its
right to reject any or all bids.
11. Equal employment opportunity - affirmative action requirements are stated in Special
Provisions SP -7-2.3 through SP -7-2.4.
Dated:
Ortoher 6, 1q77
/s/ -JAMES CHALMERS, MAYOR
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
CONTRACT DRAWINGS NO. 4-10-37 ( 5 sheet(s))
TIME OF COMPLETION: 40 Working Days
* * * * *
CONTENTS
PROPOSAL FORM
SCHEDULE OF BID ITEMS
LIST OF SUBCONTRACTORS
BIDDER'S STATEMENT
CERTIFICATE OF NONDISCRIMINATION
SPECIAL PROVISIONS
PREVAILING WAGE SCALES
GENERAL CONDITIONS, APRIL, 1976, ECONOMIC DEVELOPMENT
ADMINISTRATION (printed on canar y pages)
CONTRACTOR'S SIGNATURE DATE
EDA
'UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
PROPOSAL FORM
TO THE HONORABLE CITY COUNCIL'
CITY OF SAN MATEO, CALIFORNIA
GENTLEMEN: $ (Alt. A)
or $ (Alt. B)
FOR THE TOTAL SUM OF or $ (Alt. C)computed from thelunit and/or
(use figures only)
lump sum prices shown on the attached schedule of bid items, the undersigned
hereby proposes and agrees that if this proposal is accepted he will contract
with the City of San Mateo, California, to furnish all labor, materials, tools,
equipment, transportation; and all incidental work and services required to com-
plete all items of work shown on the Contract Drawings. All work shall conform
to the lines, grades and dimensions shown on said drawings and shall be done in
accordance with the Special Provisions and the APWA-AGC Standard Specifications
for Public Works Construction, 1976 Edition, and all addenda thereto.
This proposal is submitted inconformancewith the requirements ofthe
APWA-AGC Standard Specifications for Public Works Construction, 1976 Edition,
and all addenda thereto; and is also subject to the terms and conditions of the
attached LIST OF SUBCONTRACTORS (1 sheet) and BIDDER'S STATEMENT (2 sheets).
The work shall be paid for at the unit and/or lump sum prices shown on the
attached SCHEDULE OF BID ITEMS. -
Contractor's Signature Date
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
SCHEDULE OF BID ITEMS
Item
No. Description of Item
ALTERNATE A
1. Furnish and install
drainage basin
Estimated Unit
Quantity Unit Price
70 EA. $
Total Amount
of Item
2. Furnish and install 6" perfo- $ $
rated asbestos cement pipe 5,800 L.F. $ $
3. Remove and replace concrete $ $
curb and gutter - 85 L.F. $ $
4. Remove and replace concrete $ $
sidewalk 245 S.F. $ $
5. EDA sign 1 EA. $ $
ALTERNATE A - TOTAL $ $
ALTERNATE B
Same. items of work_as:Alternate A
only substituting perforated vitri-
fied clay pipe for perforated
asbestos cement pipe
ALTERNATE B - TOTAL $ $
ALTERNATE C
Same items of work as Alternate A $ $
only substituting perforated $ $
Schedule 40 PVC for perforated $ $
asbestos cement pipe $ $
ALTERNATE C - TOTAL
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO,-CALIFORNIA
SCHEDULE OF BID ITEMS
Item
No.
Description of Item
Estimated Unit Total Amount
Quantity Unit Price of Item
ADDITIVE ITEMS $ $
6. Furnish and install drainage $ $
basin up to 15 EA. $ $
7. Furnish and install 6" perfo- $ $
rated ACP up to 1,200 L.F. $ $
8. Remove and replace concrete $ $
curb and gutter up to 20 L.F. $ $
9. Remove and replace concrete $ $
sidewalk up to 50 S.F. $ .. $
10. Furnish and install $ $
12" reinforced concrete pipe,
Class III 500 L.F. $ $
11. Standard precast concrete $ $
manhole 2 EA. $ $
$ $
$ $
$ $
$ $
$ $
$ $
$ $
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
LIST OF SUBCONTRACTORS
Each bidder in submitting his bid for the doing of the work or improvement
shall in his bid or offer, in accordance with the provisions of Section 4104 of the
Goverment Code of the State of California, set forth the following:
1. Name and address of the place of business of each subcontractor who
will perform work or labor or render service to the general con-
tractor in or about the construction of the work o.r the improvement
in an amount in excess of one-half (/) of one (1) percent of the
general contractor's total bid.
2. The portion and dollar amount of work which will be done by each sub-
contractor.
DOLLAR
NAME ADDRESS SPECIFIC WORK AMOUNT
(if none, insert the word "none")
4/7/77
The undersigned has carefully read the APWA-AGC Standard Specifications for
Public Works Construction, 1976 Edition, and all addenda thereto, and realizes that
any variation or deviation from these specifications, requirements and conditions
shall be sufficient grounds for rejection of all or any part of the work performed.
Such rejected work shall be replaced entirelyat the Contractor's expense, and
failure to do so within a reasonable length of time shall be sufficient reason for
the withholding of payment for any part or all of the work and forfeiture of the
Contractor's bond.
The undersigned further certifies that he is licensed by the State of California
as a Contractor, that the license is now in force and that the number and class is
Class ( ). Remarks:
It is understood that the quantities set forth herein are approximate only and
are to be used only for the comparison of bids and the guidance of the bidder.
If awarded the contract, the undersigned hereby agrees to sign and file said
contract together with the necessary bonds and certificates of insurance in the
office of the City Clerk within ten (10) calendar days after the date of the award
and to commence work within ten (10) days of receipt of the notice to proceed, and
to complete the work under said contract within the specified number of working days
from the date of the notice to proceed.
If the unit price and the total amount named by a bidder for any item do not
agree, it will be assumed that the error was made in computing the total amount and
the unit price alone will be considered as representing the bidder's intention.
Unit prices bid must not be unbalanced.
The undersigned has checked carefully all the above figures and understands
that the City will not be responsible for any errors or omissions on the part of
the undersigned in making up this bid.
BIDDER'S STATEMENT -- SHEET 1
The undersigned hereby certifies that this bid is genuine, and not sham or
collusive, or made in the interest or in behalf of any person not named herein,
and that the undersigned has not directly or indirectly induced or solicited any
other bidder to put in a sham bid, or any other person, firm or corporation to
refrain from bidding, and that the undersigned has not in any manner sought by
collusion to secure for himself an advantage of any kind whatever.
Enclosed find bond or certified check or cashier's check No. - of the
Bank for
Not less than ten (10) percent of this bid
payable to the City of San Mateo, California, and which is given as a guarantee
that the undersigned will enter into the contract if awarded to the undersigned.
The undersigned agrees that this bid may not be withdrawn for a period of
thirty (30) days after the date set for the opening thereof.
NOTE: IF THE PROPOSAL IS MADE BY AN INDIVIDUAL, HIS NAME AND POST OFFICE ADDRESS
MUST BE SHOWN. IF THE PROPOSAL IS MADE BY A PARTNERSHIP, THE NAME AND ADDRESS OF
EACH MEMBER OF THE FIRM OR PARTNERSHIP MUST BE SHOWN; OR IF MADE BY A CORPORATION,
THE PROPOSAL SHALL SHOW THE NAME OF THE STATE UNDER THE LAWS OF WHICH THE CORPORA-
TION WAS CHARTERED AND THE NAMES, TITLES AND BUSINESS ADDRESSES OF THE PRESIDENT,
SECRETARY AND TREASURER OF SAID CORPORATION.
SIGNATURES FOR BIDDER:
If CORPORATION, Sign Below
If INDIVIDUAL, Sign Below (Show Names of Non -Signing Officers)
Signature
Date A CORPORATION
Post Office Address Name of State Where Chartered
*****
If PARTNERSHIP, Sign Below
(Show Names of Non -Signing Partners)
Name of Partners
PRESIDENT Date
SECRETARY Date
Signature Date TREASURER Date
Post Office Address Post Office Address
BIDDER'S STATEMENT -- Sheet 2
A-2
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
CITY OF SAN MATEO, CALIFORNIA
CERTIFICATE OF NONDISCRIMINATION
On behalf of the bidder making this proposal, the undersigned
certifies that there will be no discrimination in employment with
regards to race, color, religion, sex or national origin; that all
Federal, State and local directives and executive orders regarding
nondiscrimination in employment will be complied with; and that the
principle of equal opportunity in employment will be demonstrated
positively and aggressively.
(Bidder)
By:
(Name and title of person
making certificate)
Dated:
UNDERDRAIN INSTALLATION 1977-78 (CITY-WIDE)
SPECIAL PROVISIONS
CITY OF SAN MATEO; CALIFORNIA
PART I GENERAL - The work embraced herein shall be done according to the APWA-AGC
Standard Specifications for Public Works Construction, 1976 Edition, and all
addenda thereto, and according to these Special Provisions.
These Special Provisions shall govern in lieu of conflicting provisions of
the Standard Specifications, but shall in no way nullify nonconflicting
portions of the Standard Specifications.
Whenever the letters "SP" are used as a prefix in section numbering (e.g., SP -1-2) the sections so designated are in these Special Provisions and refer
to modifications or additions to sections in the Standard Specifications
which have the same first numbers (e.g., 1-2).
SP -2-4.1 GUARANTEE = The Contractor warrants and guarantees that all material
and equipment used or furnished and all workmanship are of the type and
quality specified herein. The Contractor further guarantees that any fault
in construction or defective material discovered after completion and accep-
tance shall be remedied by him without cost to the City, provided written
notice is given to him within one year after acceptance of the work.
In the event of failure to comply with the above -mentioned conditions within
a reasonable time after notice, the City is authorized to have the defects
repaired and made good at the expense of the Contractor, who will pay the
costs and charges therefor immediately upon demand.
The signing of the agreement by the Contractor shall constitute execution of
the above guarantees. The Faithful Performance Bond shall remain in full
effect during the guarantee period and will not be released until the expira-
tion of such period.
SP -2-5 PLANS AND SPECIFICATIONS - The plans for this project are as follows:
Title
Drawing No.
1977-78 Underdrain Installation 4-10-37 (5 Sheets)
SP -1
SP -2-5 PLANS AND SPECIFICATIONS - contd.
STANDARD PLANS
Title
Typical Sections of Curb, Gutter and Sidewalk
"Bird -Bath" Drainage Basin
Standard Precast Concrete Manhole
Standard Type "A" Manhole Frame and Cover
EDA Job Site Plan
Drawing No.
3-1-141
3-1-132
3-1-104
3-1-106
6 Sheets
Specifications for street lighting and traffic signals in PART 3 -
Section 307, Construction Methods, of Standard Specifications for Public
Works Construction, shall be deleted and the applicable portions of
Section 86 of the State of California, Business and Transportation Agency,
Department of Transportation, Standard Specifications dated January 1975,
and all addenda thereto, shall be used.
SP -2-6 WORK TO BE DONE - The work to be done under this contract includes
but is not limited to furnishing and installing drainage basins;. grates;
6 -inch underdrains;and .removing and replacing concrete curb, gutter and
sidewalk. Additive items will consist of similar work at similar loca-
tions as in the regular items.
SP -2.6-1 EXAMINATION OF THE SITE - It shall be the responsibility of the bidder
to thoroughly examine the site of the work prior to submitting a bid to
the City, and to satisfy himself as to conditions to be encountered in per-
formance of the work. No claim against the City for unusual conditions at
the site will be allowed if such conditions could have been ascertained
upon a reasonable visual site examination.
SP -3-2.1. CHANGES INITIATED BY THE AGENCY - The City of San Mateo reserves the
right to change the scope of this contract in order to align the contract
price to the monies available. Presently there is approximately $132,000
available for this project. The City shall have full authority and dis-
cretion to determine the decrease or increase in quantities required as
well as the subprojects which will be altered, added or deleted. The
Contractor shall not be entitled to any additional compensation or adjust-
ment in the unit prices bid because of the above -stated alteration of this
project.
SP -2
SP -5-1 LOCATION OF UTILITIES - The Contractor's attention is directed to Section 5-1
of the specifications for Public Works Construction regarding the Contractor's
responsibility for requesting utility companies' representatives to mark or
otherwise indicate the location of their respective underground installations
at least two (2) days prior to commencing work.
SP -5-1.1 UTILITIES NOT SHOWN ON PLANS - Should the Contractor, while performing the
work under the contract, discover utility facilities not identified in the
contract plans or specifications, he shall immediatelynotify the Engineer in
person or by phone, and also shall immediately notify the City in writing.
SP -5-5 DELAYS - The Contractor will not be assessed liquidated damages for delay
in completion of the project, when such delay is caused by the failure of
a utility company to provide for removal or relocation of its existing utility
facilities unless such utility is to be removed or relocated by the Contractor.
SP -6-1.1 CONSTRUCTION SCHEDULE - A preconstruction conference will be held at a
location selected by the City Engineer approximately three (3) days after
receipt of the construction schedule for the purpose of review and approval of
said schedule and to discuss construction procedures. The Contractor shall be
represented by his superintendent of work. The City Engineer will be represented
by members of his organization having direct, control of supervision of the
project.
SP -6-6.1 DELAYS AND EXTENSIONS OF TIME - In the event that a. disagreement shall arise
between the Engineer and the Contractor over Time of Performance as extended by
the Engineer due to an allowed suspension of work, the Contractor may request
an extension from the City Council. Such requests shall befiled with the'City
Clerk, addressed to the City Council, at least twenty (20) days prior to the
expiration of the Time of Performance as modified. The ruling of the City
Council shall be final and conclusive.
SP -6-7 TIME OF COMPLETION - The Contractor shall prosecute the work to completion
before the expiration of 40 working days.
The Engineer will furnish the Contractor a statement of working days remaining
on the contract as part of the monthly progress estimate.
SP -7-2.2.1 HOURS OF LABOR - Construction operations beyond the eight -hour normal
workday and on legal holidays may occur on occasion. The Contractor shall
notify the City Engineer in writing twenty-four (24) hours prior to any non -
emergency type overtime operations or forfeit the sum of the job inspector's
pay per day (or prorated portion thereof) for overtime work without written
consent of the City Engineer --said sum to be deducted from any monies due the
Contractor or paid directly to him.
SP-
SP -7-2.3 AFFIRMATIVE ACTION GUIDELINES - This section is the city's adopted
Affirmative Action Program.
50-7-2.3.1 POLICY - It is the policy of the City of San Mateo that all qualified
persons are to be afforded equal opportunities of employment on any public
works contract entered into with the City. To prohibit discrimination because
of race, color, religion, sex or national origin, all bidders shall be pre-
pared to demonstrate that they and their subcontractors have undertaken a posi-
tive and continuing program to promote the full realization of equal employment
opportunities.
SP -7-2.3.2 LOWEST RESPONSIBLE BIDDER - In order to promote the policy declared above,
contracts for public works will be awarded only to such bidders as are determined
to meet the following qualifications of lowest responsible bidder.
The lowest responsible bidder shall be the bidder who offers to perform the work
involved according to the plans and specifications therefor for the least amount
of money; provided the bidder has the ability, capacity and, when necessary, the
required State or other license and that he and his subcontractors have under-
taken an affirmative action program to promote the full realization of equal
employment opportunities meeting the minimum requirements set forth herein. Any
subcontractor failing to comply herewith shall be deemed unqualified and shall
be substituted.
SP -7-2.3.3 PRE -AWARD CONFERENCE - A pre -award conference will be required of the
potentially lowest responsible bidder and his subcontractors when the following
conditions exist:
A. Prime Contractor
1. The total contract amount is $10,000 or more.
2. The prime contractor has not filed an approved affirmative action
plan with the City in the past 6 months. If an approved plan has
been filed, the general contractor will be required to file updates
to the plan if any, or a letter acknowledging that the previously
submitted plan is still in effect.
B. Subcontractors
1. The total amount involved in the subcontract is $5,000 or more.
2. The subcontractor has not filed an approved affirmative action plan
with the City in the past 6 months. If an approved plan has been
filed, the subcontractor will be required to file updates to the
plan if any, or a letter acknowledging that the previously submitted
plan is still in effect.
Each potentially lowest responsible bidder and his subcontractors who meet the
above conditions, will be expected to meet with the City at a pre -award conference
to be held between the time the bids are received and opened and to be referred
to the Council for consideration and award.
-4
(Rev. 3/17/77)
SP -7-2.3.4 STANDARDS OF NONDISCRIMINATION -
A. The successful bidder and each subcontractor shall undertake affirmative
action to insure that applicants are employed, and that employees are
treated during employment, without regard to race, color, religion, sex
or national origin. Such action shall include, but not be limited to,
the following: employment, upgrading; demotion or transfer; recruitment
or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprentice-
ship where applicable.
B. In all advertisements for labor or other personnel or requests for employees
of any nature, the successful bidder and each subcontractor shall state
that all qualified applicants will receive consideration for employment
without regard to race, color, religion, sex or national origin.
C. In all hiring, the successful bidder and each subcontractor shall make
every effort to hire qualified workmen from all races and ethnic groups.
SP -7-2.3.5 CERTIFICATE OF NONDISCRIMINATION - Each bidder on any public works
contract shall sign the certificate of nondiscrimination which is a part of
the proposal form.
Each subcontractor shall, prior to entering into a contract with any successful
bidder, execute and file with the City a certificate of nondiscrimination.
SP -7-2.3.6 NOTICE TO SOURCES OF EMPLOYEE REFERRALS - The successful bidder and each
subcontractor will send to the State of Calif. Employment Development Department
and to each labor union, employment agency and representative of workers with
which he has a collective bargaining agreement or other contract or under-
standing and from which he expects employee referrals, a notice, as provided
by the City, with a copy to the City, advising of the commitments under these
specifications.
SP -7-2.3.7 AFFIRMATIVE ACTION BY PRIME CONTRACTORS - At the pre -award conference,
the potentially lowest responsible bidder shall demonstrate that he meets the
following minimum standards of affirmative action:
A. File with the City his affirmative action plan indicating the
steps he is taking to encourage and assist members of minority
groups to become qualified workers. Such a plan will include
practices with respect to: recruitment; employment; compensation;
promotion or demotion; and selection for training.
Practices with respect to the above shall demonstrate the extent
to which the contractor has or participates in a training program
to assure potential employees ample opportunity more fully to
qualify for jobs and to assure existing employees adequate oppor-
tunity for upgrading and equal opportunity for advancement and
promotion.
La' -5
(Rev. 3/17/77)
SP -7-2.3.7 AFFIRMATIVE ACTION BY PRIME CONTRACTORS cont'd.
B. File with the City evidence that he has notified his supervisors,
foremen and other personnel officers and all subcontractors of the
commitments to be assumed under these specifications.
C. File with the City evidence that he has notified all sources of
employee referrals of the commitments to be assumed under these
specifications.
D. File with the City the name of the person designated to serve
as Equal Employment Officer who is authorized to supply reports
and represent the contractor in all matters regarding the Affir-
mative Action Plan.
SP -7-2.3.8 AFFIRMATIVE ACTION. BY SUBCONTRACTORS - Each subcontractor shall, prior
to entering into a contract to perform any work or supply materials for a
public works project of the City of San Mateo, file with the prime contractor
and with the City his Affirmative Action Plan in the form set forth in
Section SP -7-2.3.7 above.
The requirements of these specifications shall be considered a part of
each contract entered into by subcontractors, the services of which equal
$5,000 or more of the basic contract: The successful bidder shall include
the provisions of these specifications in every first -tier subcontract
and require each subcontractor to bind further subcontractors with whom
he enters into a contract.
SP -7-2.3.9 POSTING NOTICE OF AFFIRMATIVE ACTION AND NONDISCRIMINATION IN
EMPLOYMENT - Each successful bidder shall post on the job site and in •
the field office or offices maintained by him, the notice provided by
the City regarding Affirmative Action and Nondiscrimination in Employment.
SP -7-2.3.10 TEN PERCENT MINORITY BUSINESS UTILIZATION COMMITMENT - The Contractor
agrees to expend at least ten percent of the grant, not less than $ 20.170
for bona fide minority business enterprises. For purposes of this paragraph the
term "minority business enterprise" means a business at least 50 percent of which
is owned by minority group members or, in case of a publicly owned business, at
least 51 percent of the stock of which is owned by minority group members. For
purposes of the preceding sentence "minority group members" are citizens of the
United States who are Negroes, Spanish-speaking, Orientals, Indians, Eskimos,
and Aleuts.
No partial or complete waiver of the foregoing requirement shall be granted
by the Owner and approved by the Economic Development Administration other than
in exceptional circumstances. To justify a waiver it must be shown that every
feasible attempt has been made to comply, and it must be demonstrated that suf-
ficient, relevant, qualified minority business enterprises (which can perform
sub -contracts or furnish supplies beyond those already specified in the con-
tract hid) are unavailable in the market area of the project to enable meeting
the ten percent minority business enterprise goal.
EDA
SP -6
SP -7-2.3.10 TEN PERCENT MINORITY BUSINESS UTILIZATION COMMITMENT - contd.
If it appears that less than ten percent of the grant funds, the minimum amount
set forth herein (or whatever lower percentage has been authorized by waiver),
will be expended to such enterprises, this contract will be suspended or terminated.
The contractor further agrees to cooperate with the Owner in furnishing the
Economic Development Administration with reports on minority business enter-
prise utilization after award and at 40 percent completion of the project.
Failure to comply with the terms of this Paragraph or to use (as may be modi-
fied by waiver) minority business enterprises as stated in the Contractor's
assurance constitutes breach of this contract.
SP -7-2.4 WEEKLY PAYROLL SUBMISSION - Each contractor and subcontractor and any
lower tier subcontractor shall submit weekly payrolls for each workweek
from the time he starts work on the project until he completes his work.
If he performs no work on the project during a given workweek, he may either
submit a payroll with the notation "no work performed during this workweek"
or submit a letter to that effect. He should identify his initial and final
payrolls by marking them "Initial" and "Final." Payrolls shall be completed
and submitted no later than seven workdays following completion of the
workweek.
SP -7-3.1 LIABILITY INSURANCE - Public liability insurance in'the minimum nondeduct-
ible amount of $300,000 for each person, $300,000 on account of each occurrence
and property damage insurance in the minimum nondeductible amount of $100,000
shall be provided,both on an occurrence basis, and shall specify the City of
San Mateo, its elective and appointive boards, commissions, officers, agents
and employees as additional insureds.
SP -7-7 COOPERATION AND COLLATERAL WORK - The City, at its convenience, may obtain
other contractors to do additional or supplementary work on same job and/or
job site at same time as Contractor without penalty or cost to City.
SP -7-10.1 TRAFFIC AND ACCESS - The Contractor shall be responsible, during all
phases of the work, to provide for public safety and convenience by use of
traffic cones, signs, lighted barricades, lights, and flagmenasdescribed
and specified in the State of California, Department of Public Works "Manual
of Warning Signs, Lights, and Devices for Use in Performance of Work Upon
Highways," 1973 Edition.' (Section 360, California Vehicle Code, defines
highways to include streets.) The provisions of this mz•.nual will become a
part of the requirements of the contract.
Construction operations shall be conducted in such a manner as to cause as
little inconvenience as possible to the abutting property owners or motoring
public. Convenient access to driveways, houses and buildings along the line
of work shall be maintained. No more than one-half (1/2) of the roadway shall
be closed to traffic at any time and two lanes of traffic, one in each direc-
tion, shall be maintained at all times. Open excavation and ditches across
a roadway shall be covered in such a manner as to permit traffic flow during
hours when no work is being perfo:::e,d.
SY-/
EDA
SP -9-1 MEASUREMENT OF QUANTITIES - When payment for a work item is to be made on
a tonnage basis, the Contractor shall furnish the Engineer a legible copy of
a licensed weigh -master's certificate showing gross, tare and net weight of
each truck load of material. Certificates shall be delivered to the Engineer
at the job site upon delivery of the material.
SP -9-3.1 GENERAL - Except as directed otherwise in these specifications, full com-
pensation for completing all of the work indicated on the plans and directed
herein is considered to be included in the contract unit prices paid for the
various items of work and no separate payment will be made therefor.
.EDA SP -a
PART II CONSTRUCTION MATERIALS -
SP -200-1.2 DRAIN ROCK - Permeable material for drain rock shall conform with
Section 200-1.2 for 3/4 inch crushed rock.
SP -201-1.1.2 CONCRETE - Concrete shall be Type 520-C-2500.
SP -203-3.2 EMULSIFIED ASPHALT - Emulsified asphalt tack coat shall be SS -1h. The
tack coat shall be diluted with no more than 15% water by volume.
SP -207-6.2.11 PERFORATED PIPE - Underdrain pipe shall be 6 -inch perforated asbestos
cement pipe conforming to the requirements of ASTM C 508, Type II, perforated
schedule 40 PVC pipe conforming to requirements of ASTM D2241 or D2672.
SP -9
PART III CONSTRUCTION METHODS -
SP -303-1.1 STANDARD CATCH BASIN - Construction of standard catch basin shall conform
with the Standard Plans Drawing Number 3-1-132 entitled "'Bird -Bath' Drainage
Basin." A poured -in -place box is an equal to the Christy box.
SP 303-1.11 PAYMENT - Full compensation for supplying a 3 -inch layer of drain rock
base material and for removing and replacing 8 feet of curb and gutter for
each drainage basin shall be included in the unit price bid per basin.
SP -303-5 CONCRETE CURB, GUTTER AND SIDEWALK - Construction of curb, gutter and side-
walk shall conform with the Standard Plans Drawing Number 3-1-141 entitled
"Typical Sections of Curb, Gutter and Sidewalk."
SP -306-1.2.2 PIPE INSTALLATION - Installation of 6 -inch pipe shall conform with the
Standard Plans Drawing Number 3-1-132 entitled "'Bird -Bath' Drainage Basin."
SP -306-1.6 PAYMENT - The price perlinear foot for pipe in place shall be considered
full compensation for all catch basin connections; excavation, backfilling and
capping of the trench; and supplying all materials and doing all work necessary
to install the pipe complete in place.
SP -306-1.6.1 PAYMENT FOR 12 -INCH REINFORCED CONCRETE PIPE STORM DRAIN - The contract
price paid per linear foot of 12 -inch RCP storm drain shall be considered full
compensation for furnishing and installing 12 -inch Class III RCP, connecting to
catch basins, furnishing and installing bedding, constructing grouted riprap at
pipe outlet, protecting existing utilities, and for doing all work necessary to
install the 12 -inch RCP storm drain complete in place as shown on the Contract
Drawings and as directed by the Engineer.
SP -10
.PREVAILING WAGE SCALE - GENERAL
BASED ON GENERAL WAGE DETERMINATIONS MADE BY
THE CALIFORNIA DIRECTOR OF INDUSTRIAL RELATIONS
BASIC
STRAIGHT TIME
PER HOUR WORKED CLASSIFICATION
BASIC
STRAIGHT TIME
PER HOUR WORKED
CLASSIFICATION
$12.41 Asbestos Workers
12.80 Boilermakers -Blacksmiths
11.12 Bricklayers
10.15 Bricktenders (Hod Carriers)
11.25 - 11.75 Carpenters & Related Trades*
10.45 Carpet Laying
10.00 - 10.25 Cement Masons*
9.64 - 13.48 Dredgers (Operating Engrs.)*
6.912- 11.52 Drywall Installers (Carpenters)*
13.08 - 14.72 Electricians *
6.745- 15.18 Elevator Constructors
8.70 Engineers (Group No. 1)*
9.05 • Engineers (Group No. 2)*
9.26 Engineers (Group No. 3)*
9.81 Engineers (Group No. 4)*
10.02 Engineers (Group No. 5)*
10.17 Engineers (Group No. 6)*
10.32 Engineers (Group No. 7)*
10.72 Engineers (Group No. 8)*
10.94 Engineers (Group No. 9)*
11.14 Engineers (Group No. 10)* •
11.25 Engineers (Group No. 10-A)*
$11.42
12.49
12.77
13.07
9.40 - 9.65
11.23
10.41 - 11.30
8.045- 8.88
12.07
11.22 - 11.77
6.65 - 9.97
11.38
8.78 - 12.49
11.78
9.80
12.94
10.93 - 11.93
12.62
9.22 -
9.905-
11.00
8.55
Engineers (Group No. 11)*
Engineers (Group No.. 11-A)*
Engineers (Group No. 11-B)*
Engineers (Group No. 11-C)*
Fence Constructors (Carpenters)
Glaziers
Iron Workers & Related Trades *
Laborers*
Lathers
Painters & Related Trades*
Parking & Highway Imp. Painters
Pile Drivers (Carpenters)
Pile Drivers (Operating Engrs.)
Plasterers
Plaster Tenders
Plumbers
Roofers & Related Trades*
Sheet Metal Workers
13.50 Steel Erectors & Fabricators*
11.24 Teamsters*
Tile Setters
Tile Helpers
The wage determinations for the above -itemized classifications were effective January 1,
1977, and remain in effect until modified, corrected, superseded or rescinded by the Director
of Industrial Relations. Revised wage determinations will be kept on file with the City Clerk.
* Refer to Wage Determination on file with the City Clerk.
Health and Welfare, Pension, Vacation and Apprenticeship or other training -program pay-
ments are as shown in the Wage Determination on file with the City Clerk.
Any classification not included in the above -listed groups shall be paid not less than
$8.045 per hour plus employer payments set forth in the Wage Determination applicable to the
class or classification of the workman or mechanic involved, as defined in Section 1773.1 of
the Labor Code.
Employer payments other than those itemized above, as defined in Section 1773.1 of the
Labor Code, are to be paid in accordance with the terms of the collective bargaining agree-
ment applicable to the type or classification of the workmen or mechanics employed on the
project.
Employer payments shall include payment of travel and subsistence payments to each work-
man needed to execute the work, as such travel and subsistence payments are defined in the
applicable collective bargaining agreement filed in accordance with Section 1773.8 of the
Labor Code.
Overtime, Sundays, and Holidays - not less than one and one-half (11) times the basic
hoz ly rate plus applicable employer payments and.not less than double time for rates.so
specified in the agreement. The holidays upon which such rates shall be paid shall be all
holidays recognized in the collective bargaining agreement applicable to the particular craft,
classifications or type of workman employed on the project. Adopted by City Council
.EXHIBIT A City of San Mateo, Feb. 7, 1977
i ='7 • r,y 16 1 77
Dli211CH
Starr California
DEC2521218 M2l"1: C/77-50„35
Supersedes Doc taian 7A CA74-5201 ?atad beams
OfsraiPP`a GP OE: $ildim3 Cameiroctico
`ones and garden type apartments +p to and
n>cnway construction and d
Cdaf7IDs Alt, 'Demo,`' doii
Hotta, Calaveras, Coluaa, Contra
Costa. Bel sorta, 51 Dorado, Presto,
Glens, tabaldt, ring.. Lae, ..asset,
Ibdera, Aran, mariposa, P ndccino.
merged, Madoc, Monterey. gape, Nevada.
Placer. Plumy, Sacraxeto, San Sen>tm.
San Pra=lky, San Joaq'aln, San MrtAo.
Banta Cara, Santa Crus, Shasta. Sierra
flskirn, Solana, Sonata, Staclalaua.
Sutter, Tatar, Trinity, Tulare.
Toluma, Yolo and Yuba
06.4: at. of Publlcatit
r 19, 1976, >a 41 PH 51215
;ues st uaclu5e single family
edging. laths/Mg 4 senders), bea and
P.aia Frees `e8h Pvtaeae.
• 3CILE5Paltra
1BB:CrLA?rs, Stanentav,a:
Del matte. MLrroldt, Lte,
Marin. Mendoe:no, Sap*, San
^anct>cg, Say Mateo, Siskipoa,
o ono, Sonora a. -d Trinity
.,. ::es
.)• Ls Li' Contra Costa
i _reties
Preset, Sings, Pad.ee,
Ea::pose and ! r-ed Count -tan
Butte, Colusa, E1 board°,
Glenn, Lassen. .'aodoe, Stead..
Placer. P:_ys, Sacramento.
-arts, Sierra, Sutter,
Cabana, fob° and Tube Cm.
Monterey and Santa Cry
Coe at lea'
San Benito and Santa Clara
Counties
Alpine, deader, Caine:...
San Joaquin, Stanislaus and
ol;smae Counties
Tulare County
Nomiy
Man
f 12.4I
13.175
11.02
31.95
10.95
11.90
11.40
11.95
10.45-
2.1.40
.90
.775
1.40
1.03
.9S
1.13
1.05
1.00.
2.00
1.17.
1.00
.93
LOS
1.00
1 -OS
1.20
LOS
1.00
1.00
SLS.
.5a
1.00
1.00
ES.ed..
-lice
arr. 7s.
.06
.o)
.05
.10
.02
DECISION 00. 0177-5039
1fIt7 71449BS:
A pine, .Oash>r. El Decade.
Nevada, Placer, Sacramento,
Slane and Yolo Countlna
Set Francisco and Zan Marais
Coantina
Fresno, rirga, Adana and
Tulare Counties
Carpenters
.
C++pa°tera
Bardsc°d roar Layers, Power.
San CFa:ato:sl Saw lilac,
Shinglerta Steel Scaffold
Praetors and/or Steel Shoring
BtectOri a
llllwrtgSts
Piledriveran, bridge, .Earl
and dock builders
wear HMaser.:
Cement Masons
Mastic; Magnesita> All
Coup:sit10 Manna
Man working Eros swinging cc
slip form scaffolds
OTP-'191 _:Arc
A1mels County
Elects kiwis
Cable Splicers
Aead%, Cola,, Sacramento,
Sutter, Solo, Yuba and
those portions of Alpine,
El Dorado, Nevada, Placer
and Sierra Counties Meat
of the Sierra Mtrntain
mete: sbed
Electr lc lane
Cable Splicers
Trawls:
Electricians
Cable Splicers
FEDERAL REGISTER, VOL 42, NO. ED. -FRIDAY, APRIL 22, 1077
Page 2
FM.9e 4esents Pe.w.n
Hedy
Eon H i R
S 9.30 $ 1.00
10.00 .65
9.00. .60
11.73 1.12
11.40
11.75
12.23
10.00
10.25
10.25
11.52
11-41
12.84
12.59
14.16
I3.03
14.32
1.11
1.22
.84
1,13
1.15
1.15
1.12
.80
Pin•ian VeganI Amt. L.
Edve.+..
1.71
1.71
1.43
1.71
11+.90
11+.90
.95 144.95
.95
.95
1$4.95
1$4. Bs
OC:5:0. CO. CA77-5039
Y_..-7=74MSr (Cont•4)
:Ate YG! &ee.
Laetitiara
Calais Splicers -
Butte. Clot, Larsen, Mete,
➢ltnta, 2a:t.. elekipa:.
'?",:era r -L ?rinity
llae•_ is ier,s
Caeia Splicers
Elect icbrs, Cable S i. c.rt'
4lers
Cable toii'_ers
Calaveras art 215 `tai=L+
Counties
L`e:ticiera; Technician
Cale Splicers
Contra Costa Ccwnty
electricians
Cable Splicers
belWirt* an? Eflboldt Counties
Electricians
_e__e Splicers
P:,err -,fir, Madera and
.Sea
flit
:are
_::e:s
Late, Mar:n,.:eeixL'r and
Lrcma Co-_r.ty
Electricians
Cabe Splicers
Mariposa. ”arced, Stanislaw,
act ^_o_:re :antis
Electrician.
- Cable Splicers
909, 1,
Ines i
Mead
Rases
trine 8eee0se Parsee s
4 t T
Peae4ae
"retries mad/or
Eteere.
/..e. 7..
1 13.33
.47
164.77
-
.03
14.14
- 47
164.77
.08'
11.14
. .87
164.703
-.D6
13.10
.87
1...705
.04
1150
.87.
164.705
13.04
.87
16..705
12.13
52
11.1.25
.91
13.47
.92
2041.23
.01
13.45
.70
16+1.00
14.95
.70
19r1.0a
10.25
.55
111+1.75
.04
1'.07
.55
19+1.75
'
.04
12.26
.75
114.95
.05
13.26
.75
194.95
.05
12.65
.02
19+.30
.02 -
13.11
.82
16..30
.02
9.93
.62
11 -
It
10.81
.62
1e -
14
0X18101100. CA77-5079
ffiitt lCLNB, (COnt•d7 -
Monterey COcnty _
El.ctr Sena-..
Cable Sp1i:ere
lisps and Solana Counties
L1ectriciart
Cable splicers
tan Senito, Sent" Class and -
Rasta Cr Cocoties ,a
Electrician'
Cable Splicers
San hancisro County .
SSattflcL.na
Cable Splicers
SCR Yataa Ocwtty
tact:Scians
C3'u:,a Cl tSTT?^.CRS
r-2VA70s C„HSTRX Vs$• 88LPE99
L1S57^OR =weak -toms! SCJEPAS
(2E350
GLAZIER -Sr
Alameda, Contra Costs, Lake,
Mario, Mendocino. {Southern
ball -of County from north cf
Pt. Sra95), Monterey, Napa,
San Benito, San 7ranci.co,
San Mateo, Santa Clara, Santa
Crux, Solana, !S.W. from east
of /airfield) and Sonoma
Counties
Pep 4
M)
Meese
Items
/dew Bew.R,e P.re..n
-
31 t T
Preens
-
yees,se.
Ehnen..
ass or
Seer. ,.
6 17.30
.90
104.78
.06
13.01
.90
104.75
.06
12.07
.S8
104.65.
.04
13.58 ..8
.164.05
.04
12.80
.77
16+1_50
.05
14.40
.77
1441.50
.05
13.835
1.04
11..90
.04
15.56
- 1.04
111..91
.04
11.77
.82
114.50
.C3
13.49
.545
.3S
3Mes
.02
708J1
.545
.35
nnes
.02
500J1
11.23
.92
1.35
.02
2
0
H
11
r)1
fEDAPAL REGISTER, VOL 42, NO. 78--fRItSA'f, And 22, 1977
cT.9tan e0. x77-5039
GLAZIERSS ( t')
&lp tae, Meador, 3ettn.
Ca averas, El Dorado,
lar:posa, Merced, ;tout
of Clty of Cinngstm}.
;Oder, 9evada. Placer.
E.craneato, San 3caguin,
Shasta. Sierra, S_sai-oe,
S tse..islaus, Suttee, team.
Tao1=te, Telo rad !e<a
Count:ea
.2teuc. Zings. Satre and
Tiart buntite arzl the
rasa L :',? portions of
ner^ed =aunty
I1cr4CFA +.5:
fe,Ct 1Kt0re
Petnfa_..t
Oraaaental; Strartaial
.Ls.se-±a and c t.:. Coats
:. rt.es
__.. , .base.
:.aCc.dt, Lase,, i that
:u t.ss of County from
iaatOort 'ys to Cceorty +ln!)
Ramada. Placer. PL:aa.
Shasta. Serra, :chew.
and Trinity Counties
Calavetas and San Joaquin
counties
lace ;from City of Lakeport
own to - sity Lire,, Merle.
Msrdocioo and Smarm Counties
Pegs 5
0.w
M..rlr
4444
Puree S.e.SM f.fwas
NZ 1
Panes
f.enr
,
Eiscrrl
sails,ce
a
110.445
.41
s
1.29
9.09-
.n
1.04
.LOS
.OS
11.43
1.14
1.0
1.20
- .04
11.10
1.14
1.44
1.20
.a
11.30
1.14.
1.34
L.20
.04
1130
1.09
1.21
.011
11.40
.44
.90
.01
10.55
.44
.35
. .91
9.01
.51
.0
1.00
144
=mom C. CA77-4039
Lr28sSr t nt'd)
ten tareyed Santa ern
Camt iaa
Sen francium and Eh of,
tae eaten County
Sea Unite and Santa Car.
Cbentiaa
rseeno, Lines, Madera and
Ware Ca.nitte
Mss t.rosa; earned. Stanislaw
and Yuen. Coat. s
hat t. Dot ato, Saerree-'A
end Iola Counties
Seeetera :all of San Matsu
Goer
LIEN COts.,u,c-Im:
Contra Costa County
Gaov n
Line Equipment ]fern tors
Linemen
Cable Splicers
Del Erste, /take and Siet:yce
Oa:stiea
Tree trimmer helper;
Bead Clra ndean: 9aadground'
4[n ICO sapper), POYCarace;
]ec24at an
Line N -does.. Man
Linemen 7o1esp:aver; Starry
Line Equipment Men;
Certified Linean: Molder
Tree ?Elmer
Cable Splicer; :.wine,
Pole Sprayer
MUM tt61STER VOL 4T, MO. 70-.amAY, AMR 22. 1977
Page
4
Frier. t...Mt. P.....',
Seale
?lowly
Rases
N 41
►.S Vocation A
uer Vocatione.
Vocation
E.n4. ,. .
1. 1'
q.. Tr.
0 11.30
on
.ss
.01
13.17
.44
2.00
.02
11.11
.73
.75
12.03
.35
.45
10.75
.01
•
1.40
.40
1.00
10.03
.32
1.00
10.0475
.70
194.1.00
12.1090
.70
11+1.00
13.45
.70
11+1.00
14.59
.70
11+1.00
4.14
' .45
1%
.10
1/71
0.44
.45
10
.10
1/21
9.95
.45
11
.10
1/21
11.54
.45
11
.10
1/21
10.42
.45
11
.10
1/21
12.70
.45
11
.10
I/21
z
a
i
:+X:52:5 W. CAT. 3C31
:1¢ Ca,if.7A:10w, l0tct'd3
hero, Ii_r„a. Wart end
i tole:. 1atlea
0rxassn
-Incas^! 31Juipmer:t
C' r.tcro
j t. a t'pl.c.ra
M n ruse Aaro.d, 0tanlslaaa
and To -Fax Co.ot1a4
1 sae.
'. ro Carle 8a ts
Sn to:e,
•L& ;
_:]oart.; Y='SeiLL
Carle Sv-1c-t i
Sao and Sclanc Cwrt1.a
1: ATn
Cat.. 45:1cars
Mutts, ::.r, Lumen, Pluu0e,
' :..ova, Catania and unity
Ccrtlea
:r:Mxa
_.. .- 1,::prent Operator'
Zr: :•
:iron.:
___z s;_.-ce.c ::peretort
Mudd:, c lcsa, Sacramento,
Sutter, Cola, Tea and that.
per:tuna of 1112tne, El D redo,
...t40, :lace: e.+d Sierra
o:c es meat of the vin
51er:a mountain Na'.a:.ned
:around -en
linemen.
Cable Splicers
bra 7
5e lc
Haan/
Re*a.
frine SwRrs Payee.$
7
M l t
Palen
rice$..
d6...!..
a.Nar
L. Tr.
4 11.44
.73
14..93
.05
11.25
.71
14+.71
.05
11.24
.71
12+.95
.05
9.43
.43
11
10
10.41
.02
10
11
9.42
.95
14.1.41
.03.
12.54
.53
1t+1.45 -
.C1
13.39
.55
11.1..45
.01
11.42
.40
114.63
.04
11.30
./2
134.43
.04
3.34
.17
14..705
.02
11.94
.97
11..705
.02
13.10
.17
14..705
.02
0.54
.70
10..50
.03
11.41
.70
14..30
.03
10.27
.70
14+.50
.03
4.17
.73
14..75
.045
11.21
.73
144.75
.045
12.33
.73
146.75
.015
00CtS2CM SC. Ca77-3034
•
WW1 C MIMICT1001 SCtat'07
Sato13t Coi.rty.
growdown
Lineman
Cabl. l,lleara
San Francisco County
tacietwn
Linamnr 7h.'raldiam
t Z s 1p1L^nra
San Unit', Serra Clara,
arid Santa Cue m'utl.a
Orepar±=
Linens; line Sguipreat
Cpa:tt_-re
CrSL 074.10era
R1rtz R_.:...a
Pa1N^s.S,
llpSna, seeder, Cala+ern
and Lan Joaquin 3untSn
Stash
Spray; Shattuck Taper:
Swing atayo: Scaffold:
Sandblaster Structural
Steel
Tram -a, iingt, Madera and
Tulare 37unties
Oita; taper.
Spray: Structural Steel
Rarlpo;a, Merced, Stanislaw
and Tuolumne CCuntia
trash
Acing Stay.;Paperhangers,
eeoun Chair: Stem Cleaning:
Kate; Slatting
Stray: Sardr^lasting
Pero*
Sole PMe1.
Mead:
Rase
S.eram Ferman
M Pr
P.•M.a.
v....,
Ee,ne«
6:e.
404'. Ir.
0 3.20
.13'
1041.75
10.15
.31
10.1.75
11.07
.55
10+1.75
11.74
1.04
11..50
.04
13.431
1.44
10+.90
.04
13.34
1.44
11..40
.04
30.00
.97
10+1.50
.03
12.70
.47
14.1.50
.05
14.39
.47
11.1.50
.05
10.95
1.40
.93
1.03
0.52
.70 •
2.34
1.11
9.32
.70
2.34
1.11
11.12
.41
.20
11.37
.43
.20.
9.40
.70
.43
.75
.02
9.03
.70
.45
.75
.02
10.10
.70
.45
.73
.02
FEDERAL. REGISTER, VOL 42, NO. 713 FRIDAY, APRIL 22, 1977
ItECISPDO N3. CA7,-5031
RAIN? : !Coned)
Monterey. San bemires. Sao
ateo, Santa Clara and
Santa Cr:2 Canaria
exciading portions of
aunties to the Lase ?aka
Area)
atCto
Spc ay
'epers
Lase Tahoe Area
3r:sb
Spray! Structural Steel: Tapers -
Lars, ..'rtn, slndoc Lno, San
Francisco ant San® Cs.
Bruno
Spray
Tapers
Batt,. Coluse, Diann, Lassen,
excldu ir.S the arrnee SE
•tdcc, Flues.
Stasta, Ssi iyor, Sutter,
Team, trinity and Tuba
ar r:es
., .. rot Tenders; Boilers
.. _andb Lastert Structural
.. i . SW:.n9 Stage; Tapers
La _x- :z:n:7 !that portion that
..ea Lastvard of Syy. 1395,
!tettear] to end One lading
is . y :at,`
3r_an
Spray, Structural Steel:
tapers
Page 9
fle.'
Marls
Rana
Innis 1.e.f . enem.. M
H 61
Pia:..,
Verona
fetes..
sail..
Ans. Tr.
5 u.n
.»
0 1.30
.a0
.03
11.07
.99
1.30
.6B
.03
11.77
.99
1.30.
' .es
.01
10.95
- .70
.75
11.20
.70
.71
10.77
.99
1.10
. .00
.03
11.02
.99
1.10
.60
.03
11.72
.95
1.10
.00
.03
0.75
.50
.40
9.25
.50
.40
10.95
.70
.75
11.20
.70
.75
•
DRCISt011 N0. CA77-5039 Pegs 10
PA2ITfYS, (Coned)
AlaeeSa, Contra Costa. 91
Dorado, Napa, Nevada,
Plater, Sacramento, Sierra,
Sola.nn and Yolo Counties
(excluding portions of
Q9tles in the Lake Tahoe
Area)
lerceb
Spray
Tapers
Del sorts and &otuldt Counties
Bruen
Spray; Sandblasters; Structural
Steel; Sting Stage; Tapers;
Paperhangers
Parting Lot Striping Vert ardior
Rigbvy Markers:
22easo, Sings and :glare Count'.
Traffic Delineating Device
Applicator
label Stop Installer; Traffic
Surface Sa dblester;. Strriper
Helper (wheel step installer,
traffic surface sandblaster,
striper)
Slurry Seal Operation:
Mixer Operator
Squeegee :an
Applicator Operator
Shuttle -man
tvp Kan
Remaining Counties
Traffic Delineating Device
Applicator; Wheel Stop
Installer; Traffic Surface
Sandblaster
Helper (traffic delineating
device applicator, wheel
stop installer, traffic
surface sandblaster)
Stripes
Helper (striper)
MLL
Needy
leen
Naga Bn.6M Perms...
KS V
Pr) Js.,
Verse..
&San.
..41..
An.. Tr.
9 11.12
.95
1 1.30
.80
.03
11.37
.99
1.30
.50
.03
11.92
.99
1.30
.00
.03
7.55
.50
.20
.80
7.00
.30
.20
.00
F
a
0.07
.SO
.35
b
9.16
.50
.35
b
6.03
.30
.35
b
8.40
.50
.35
b
7.40
.50
.35
b
0.63
.50
.35
b
6.65
.50
.35
b
5.03
.50
.35
b
0.07
.50
.35
b
7.72
.50
•35
b
9.97
.50
.35
b
9.22
.50
.35
b
z
p
-4
FEDERAL REGISTER VOt. 42, NO. 7h-fJJOAY, APRIL 22, 1977
yr_;c_;a PC. U'7-3039
Pays 11
Isola
Nee.1Y •
Rest N I
Fein* Snell Pe..anrs
tam**.
Penis Vaasa. en4/a,
Amer. Tr.
PA. SL ;Co0t'd5
61arry Seal Oplrettoe,
that Cpc-at r _ I 4.97
Sq xpro Ka. 9.37
In:tt t- ..r 'aeratnt 7.72
S:.atlerAn 6.63
Tnn Yin 6.22
A_ -_,..fa ,rd Contra "l eta
:con :1.ca 10.10
3,t e. Colon, tan-, laaaen
;Gx.'^eaatera .`.alt of taxmen
Cocr.: :. y»ae, Sierra,
_.tte:, and Y=na Cu:nt:es 9.19
)I ntetti c .ty - 10.60
7:esrc. %rot, !,ate:a and
e.L:t au^aies
A• -:n 1=ai.cr, a.tte, Calaveras
s•et ',S_ e .. . , _ , Placer,
?...‘r -as, Sec:::.. . San'; w•]Ln
Sinus, S.._, ...P and Yob
Counties
Sae Prs.ttsn runty
San Matto C cnty
Del Far te, 9ceoclt t, :Ashen
-trr th.rst!rn half). Karin,
fix, vp., 5.`.aeta,
r_iat:.:a. i:aec, Sonoma,
feta-A end trinity Counties 1.13
I mar:wee, Merced. Stria:sum
1 and t _. Counties 9.05
K a e -±a and Contra Costa
- Counties 9.27
P.aanc, Kings and Madera
Covntlet 9.20
9.24
21.54
11.79
7.72
.50
.50
.50
.54
.50
.745
.56
.71
.90
.71
.90
.46
.99
.90
.60
.24
.35
.35
.35
.39
.33
1.05
1.00
.35
1.50
1.50
1.90
.90
.30
1.55
1.10
1.40
le
b
b
b
1.21
1.50
1.29
3.20
.03
.01
.91
.03
.025
.01
02122520/1 RD. C977-5039
Alpine, taadex. 21 Cora&,
Nevada, Placer, Sacramento,
Sierra and Solo Cosuetiet
Calaveras and San Goecuin
Ca-met/es
Nuin County
Pontarey County
San Benito, Santa Mart and
Santa Cu, Counties
PIL213 =5, '
Atnnda Coaz:ty
Contra Coats County
Del Noa to ant Humboldt Counties
PlaiS S; Steam -titters:
Meador (Morthern Pelf of
County), Sacramento, Solo,
El Dorado, Nevada, Placer
and Sierra Counties ;excluding
Sake Tahoe Ares)
Lake Tahoe Sou
/grin, Mendocino, San Ttaneeacn
and Samna Counties
San Benito and Santa Clara
Counties '
Ban Mateo County
Alpine, loader (Southern
portion of isty1. Butte.
-Calaveras, Colusa, 'Fresno,
Glenn, sings, Lassen. Madera,
' Mariposa, rer_et, ltsCoc,
Monterey, Pluaas. San .Joaquin
Santa Car. Shasta, Sleets,
Sisttyou, Stenisleus, Sutter,
Tehema, Trinity, Tulare,
Tuolumne and Tuba Counties
Lake, Napa end Soart Counties
rage 12
tw
lw.ss.
4
grMee 3na6,s Paten.,
1c
81-804
Prsieas
YaeetMa
yrnTi.
$
7.455
.455
I 1.40
.20
9.41
.90
1.40
.90
1.12
.90
2.40
.30
9.15
1.00
1.76
.30
11.90
.70
1.40
13.19
1.25
2.29
.12
11.97
1.25
2.29
.20
11.33
.71
1.12
1
.05
13.31
1.14
1.60
.19
10.99
.59
.60
1.95
.10
11.75
- 1.905
1.50
1.17
.15
14.20
.90
1.65
.14
11.74
1.05
1.65
1.20
.25
12.60
1.33
- - 2.00
.10
13.11
1.13
1.29
.16
ir
el
el
n
T
IA
FEDERAL REGISTER. VOL. 42, NO. 76.-Fl1DAY, APRIL 22, 1977
.',Rots Zr .n. Carl -s4 n -
ACPns•
A1a..d. aN Coatra Costa C,nmtte
➢not at
Mtintic Iortvat /tattlers,
(2 cntl.a v/o ?$s>
3[taaat:c: Lt._ecs; Pips-
c:Yetaa 201 Tar naiIt a.1
Alp:na, Ca1averas, 'a:tpraaa
na: zed, San rx-::n, Stnalalats
and ,.c1aana ?asntita
Stofers :Slate, •_e
t-.a.t.a, aX DSL't t,7
NIt RachLne Op.razor
9atte, Slcsa, 31 bcado,
Glenn, :cases, t c, ?tatats
P , Rasp. Sierra,
Sisi:roc, Satter, Tanana,
Tr ity and 1,.:]a ccerties
Roofer,
Pre: r#2, RInSa, 10deta and
:dare S. -antis.
arena
:wtw. frrs, Senemino, bps.
n:coo a4 Saxra C. -unit -es
a .fe ra
aortera; tatt:.ten
(2 tattle. .to pugs)
51t=aatic; Smaselera; lip,-
wrappers; Coal tar pity
Cel `one and Ss:ac14t
Coact:es
:nft: s
atn:erey and Santa Qua
Cne-.tieS
Soo fez•
San ?rarctsco and San Matzo
Conntita
anotar3
Mastic 4orkara and .rettleaett
12 tattle.) vttbvt pays
Sttc..vtie; 1Laseleca;
Ploonappets; Coal tat
Dag• It
bras
SO a!y
P .ma
D •10 0...1n. Nye....
0117
PMii a>
flan .
tt.ta
..
m1...
Ana is
1
L S S Y t 3 G s & it xg
010.04
1 LID
.60
.54
11-1,
1.10
.6o
.04
11.3{
1.10
.63
r
11.n
.Q
11.44
.67
11.01
.4
11.35
.00
10.13
1.20
1.63
.04
10.30
1.20
1.63
- .H
11.13
1.20
I.63
.04
10.32
.73
.35
10.75
1.13
10.03
1.13
1.10
.04
11.1x
1.15
1.10
.04
11.13
1.13
1.10
.64
a0CISIra 10. CA77-5039
=CMS (Cented)
110edat. Seeraataab and Vole
Cantles
Deotera felat.. t1L and
°woos it ion:
Pamela_ and Ptte
San Danito and tanta ^Ina.
Oamt10t-
¢aofasa; tattle (1 tettlel
SE=T CA.', aC'SV
Ala,eda. Contra Costa, laps
and Solana Cccc tie,
Alpine, Calanraa and
San :cocain COTtles
Lrndcr, to;ta,
CI Dorado, Glen, Lasses,
0nada, Plec,:, rasa,
5acrazn.tz., aaata, Sierra,
Sutter, 4Lmma, Into and
Tuba Cbcatles
taripua, Started, Stan!alaus
std Telw . C .ntlea
Iknters7, San 3enitc, Santa
Clara and Santa Crus Catnnttea
pet Porte, Lake.
Ruin. )anAtcuo, San
frarrtsc_. Sarre and
Trinity Cr anties
San tatec Cscrty
RNac and S 1st _yar Count lea
Ream, SL -spa, Madera and
Trlar. Caanttea
• FlOHAI 10013111, VOL 42, NO. 70-4510*?, !flit 22, 1977
Page 1.4
Vaal
Neely
fovea.
rasp S...fl es Pet..,..
II &V
Pea.Ir.
y.avri..
t
..tn.
Iqe. 7e.
3 10.11
$ 1.04
5
L10
31.00
,07.
11.11
1.04
1.10
1.00
.07
10.10
- 35
1.14
-
-
11.15
.64
1.15
116
.04
11.77
.6i'
1.40
.02
11.01
.64
1.44
.01
11.16
.60
1.10
.06
11.11
31..66
1.143
1.113
12.30
.46
1.74
.12
12.62
.66
1.61
.12
10.265
.32
.26
.015
11.70
.66
1.22
.O1
•
ct":_$019
ran 13
DGISIO6 too. CA17-5239
909e 16
I ?Iii6 1.121E s,
AL,'_ne.. Mader. Sutte,
Caameras,^,_isa, IQ Dorado,
c1e-n, blase: (tacDadlo9
"ray Lase area). Merced
least of San :cegein aunty,
a__ -..as. Sa: .oae;,:n, seta.
ra:cnto, ]GL's Let ,
Sutter, tira.a. i-i._y,
^cl..n, Ycto end T.:?e
Gxnt:es a.d t*.csa pert -Sass
of 22 ncr.a&, Devada, Placer
1 and Serra Coup:i[S (ercLYlnq
ran :shoe I:es)
i Soney Lake Area and ate
a'ne Axea
i t_aneda,' Cstra Costa, lake,
nazis, .. _e=;:o, Mezte2,
I atr-te.ev, rasa, San Benito,
S.... Pray=acct San .Seta,
Santa Clara, Santa Ctz,
Sear, a-'Sccoaa Counties
I SP rsxi.3 r:-2,- - :
i A1aMl1. tact,, Costa, Mar in,
1 P. [: _ v SCLICIO
i r. ::_..ties
: Eri::-_ ..::es
ST°lY _^_ 4,
A.aseta and Ca:tra Cotta
Counties
Del Norte and 8:aoidt
Counties
taut
Welt
O
Fd.e. ia.CD. Pey.mts
M E 0
P..a..,.
Yace,y
Ed.ceNae
.ai%c,
Awe. ;rt.
1 10.23
.79
6 1.25
31.00
.16
10.65
- .10
.20
11.30
.60
1.00
c
.10
15.61
.60
.90
.09
14.21
.60
.90
.02
D.30
1.25
2.29
-
-.165
11.66
.61
1-12
.65
Ta@DA32c POOL :TS:
iiaeada, Lb_a Caets, rre1
Sotto, E-Co14t, Lake,
dart's, ks•..,im, Maas,
DG. 3tcaciet', SL^ }late°,
O lsk lyx. Sclan a.-.....
and Trinity Counties
9avada, Placer, 2.1=n,
&car_^.t.:, Et:ata, Sierra,
Setter, terns, a_L, and
t .P;a Cr,mties
TILS
Alaro!a, Sutte, Gauss,
Calera Costa, 5,1 Norte.
S1 Wralc,
rat., t.nzcz, $rr ln;
Rr. da, Eater, Plata,
Satracaoto, fart
!wn Franeiao, San Mateo,
.Tanta Clara, Stasta Siern,
Sisk'1u, Sclanc, Scncca,
art ter, Tehara,
Roll. and Yc5a Counties
aLaveras,
Sad Joa-.._t, Starislaua and
Tatlt=e ,C:ntt :es
Presto, Ei-_s, P,adera,
Mariposa, env:ad_ and ralare
Cmsnt lea
ns,[crey and Santa Grua
Co.atlea
6eJc
Henri,
Les
F.... Sato. P.twn
M i 0
Paws,
Y.. -
Ea.ase.
..2:.,.
Ap.,. 7,.
$ 11-02
$ L60
.93
51.00
.1110
.60
.9a
.25
12.00
.98
1.20
1.40
.095
10.27
.5S
.30
1.40
9.60
1.00
.50
11.93
1.01
.93
FEDERAL REGISTER, VOL 42, NO. 7i --FRIDAY, APRIL 22, 1977
.:.CSItrr 1.o. cA77-5001
7510 R^tI?M r - • .
A-4kna Thar'= :.r7; 9 Ras.. 17.1 9577 C -L' htse 0Qr
-Lacer >z_ a-^a3�t : 7 -Car i=tw 2 y.
•
m. a -.;ia mOr1Oct . 4% Li`-`1°"'fl• rata sa was a flora` _.
79 :f barLc x44:7 ta4��Lot f azt c b S pears
as a till 7sl Cts01te 51a 01a4 L1 t. -7a A t'rt P.
7. A - er xcs_ t,a, 7.12/-,
5 1 7`a: '..1,x" • .. y,az; 5.11 (. - ytoot/Jo ?��
5 -ar h2 maa ...co 15 yccr, ?. 13 v ' bor." '.4 iN�A2•-r .ryb:
ores-: 13 yv.-a 7.53 r act/ 'sr :vcatln 9=_
C. t777+;c.t CG:1'-.^. t 1.7.9,7.5.< Son '-_c' the twat tin plan
Awe file a 1.21.34 yaC
and 001'_sy 6.rafit¢. -
rs3® 90. Qn-50»-
L1.'3970
•
(Gcca1pa3
0:a,3. 11
Gray+ 1,'
Coq 31
LIMEYS
(Ttmael and Salt +nrt)
Gray+ 1
Get -_-.2
2
@c 3
Grasp 4
3.113CErS
(T:acAL10 113717
I
Page la
good,
!Sin
fly
Eisele.
ft... - Vannes ...Le,
. A 74
$ 0.295
$ 1.00
0 1.70
-30
- .10
0.52
1.00
1.70
' .90
.10
0.795
- 1.00-
3-70
.30
.10
0.349
1.01-
1.79
.40
.10
0.245
- 1.,A
1.70
.i0
.10
9.347
1_.09
.'7
.50
.10
' 0.195
.. 1.CC
1.70
.33
_ .13-
0.143
1.x
•3.70
.04
.10
4.045
1.00
:.70
0.755
1.09
1.70
.90
.10
1.165
1.00
1.70
.90
.10
0.045
1.:0
1.79
.>4
.10
9.545
1.00
1.70
.50
.10
9.555
1.04
1.70
.34
.10
9.375
1.00
3.70
- .90
.10
9.20s
1.00
1.70
0.295
1.00
1.71
.90
.10
0.145
- 1.00
1.70
.90
.10
1.049,
1.00
1.70
.90
.10
RDERAS 11GISTU. VOL 43, NO. 71-911DA7, AR11. 1T, 1977
On -S225 _ Rey 13
G -v-: -. n.s'�-'�•.Ilrar7 ax lee -s: sent, wc_^s: Prd
_; _ tai_e:'Sr:ntar. fa 'liar logloalxr Ltd
Per O .tcttt :I cc.f. . ^.:F* r:s ct z-..; '.Sttt =axe y,, : acre to pan *art: :cadet= aaril:Crc:eta
If: yard and .s!s :
ar_'_r t`c_:ng: CL granite cart E^_C ter, tree
es:::... -- -ors.
- ;:rten Ec=�C"ALr C2 12-aF."
flora; :ace'_ i of 2i -»v cv-: li Lnere s,
a: t e _ _„: ; _c-cn. Teacare z2 -=e
a p-i co- . 2.:n Me similar
• . ..a. _ t
for e 3 :y- c , .. l^S3
o- ee
a._ _ _ S _ tc.` 4r.r'-e P ;re.-s, Ike se :ztr rsr
co-riuf.t layer a, p_zeuc pipelaiera: ?Tat Loft
at+ olecti'-u ?near : ,zc-es: P�+rr
• o sail =as ; Ram oat Tre
ers ..t -s - and rndc ix t pLaci'g
▪ R,trec ccc.c.ete e. .ad rK cz ,) . ___et,
v NJ or s_ni:ar
).271 *.and &da.l:. to- -_earn*: niv se=taco- Witt+: SSoto-
PLO
t'.L: _' all er ..an., is u: and Diems.
;nk :,.-�`rs. ?c -.,•a-., � Gansu:, 14.:z:.axe: 5:4'x'•1:5 and
A:gge0:: rare Cleaners; Tree c.=acre1 y tra-acre-.d - 1,":11 float
• t lacer e:s' sort; :i_`rs cat s: �'i-Ta -it sa0ine;
_ Pipe lif• or we:. 103 :a,..- resole or over):
.. - a.iat r.'T-: laver teas :]^ corteCt:on vith
• x:c C:,
Ott' -n i _ ::1 Model T'i- ; Gardener-:t^wt RL11 M.L3
Tract drillers: Jett In ellle a:
and 1a: 1e 2 .frills; :. ne
]:amid �::`_r s: Wagon drillers: Mrc^aoiul do-: Lars - all
des r2 _ -
d:ess of type or oohed of c r; aalltiple unit
3 mercers tax' P-.ate:WW-: All .art of loading. aloe' -a9
'• last: --g of all powder and erloa:ras of shatever type re-
5ea2 ess of me e. —x_ used fat and )earl* and placing; Eig`
.,c__._s (:,-„-,—':`9 d:: -:.'H of seal: tee-_ t es: Sit grinder
GrG1Y 1:'0): Sever Cln_re:s
Gras: lie): i_rning and •aa 2f-5 _
rxs!at IR. Gtt-5031
-rove= (C'st•C
vise m
Grow, 1.441: Repair !:retie^, ac0 roe! teds ;tot asad Gamer Wort
of =tea? after cover has pie placed).
Btw. ii.): i4 -Nor rs on goceral coeattscelce mat as or in
yell tole footings and a` -:'_t
On* it!): Contra Costa County Only: fleetness, Caa32ers,
acndarse Pipevrt?pets, C- duff Layer.' and Plastic Opel -were;
;Tessorn Pic Inter, no ]tint pipe sir ieping of sae,
'a,.1re81t� r -:it of >oic.a. Precut fsrSolt Seth rs, Cost in
plsx, Manhole fora setters
tccp 2: 1tr,.:a it Shovelers; Cerent dr^pa'ra rat handling dry me:*
Core -setter and a^ -Re: (clearing tort`;
&c!ar IIilaer art 'C`f_ xrn. Toorvrets Cti'pp o-5 and GriofLv;
¢rtrete laborers :vet or -dry); Tender:
IDW2 a".n, add_:t-rs Ti? u Rn-,1 t tons 100 11 pressurel:
Loading and colcaCit.g. rt - a- ha -v' L5 ee ell TcdS and
weer ivs for v: in reinforcing _. ornc:,ta ecrat cot Pittsburgh
Col}2er, r c.. ail r _^e Pr 5 :..✓.wi; Voce: R efoc_,
Lcl held. Tpnzuretic tz-{'.r; li= c:e'u-'rettc. air, gas, and e_oetric
tools) Jacking of pipe c1ar 11 So-_t,es
Coop 3: all cleanup wrt of debris, groonds net buildings L`rlading
but not Lia:itad to street cleaners; Cie m:n4 and vas"._* windows:
Construction laborers ixlud_Dg bridge and 9xrai `wirers:
Las tan, load c=otter; rare tatct.ar: Street Cleaners: Gardeera,
Limes; nrurr•
Loaders:
and la....___nc _k pe l l t-ta _ _ construction:
manors: ?flora, it i -)entree ar -_a 'os; Streetcar and Railroad
co� curio, Sracrr arorers; anal Pond Yom:
mcstr�_ic^. !ruck Laborers; Tzrl?r arY air and rarer lines. Vteteullc
or slailar: Tool Coon atterda..t; Recce rectors; Guardrail flectorsi
Paveaent ve:ttrs Ibctt^_e aettarsl
tJ.b.')R°M1S
('mite)
Ceop 1: alculcsme Zit:clouding acessa. Pont:anl) tarn' arc= tatol
Grow 3: tnto ndn" an
Comp 3r G,ecetai T.borere
M1t
r
C
0
...e. . n +4—pe!n4Y. AP21L 22, 1977
t:Ics:r. ®_ CA77-4011
)a: -r3
Mime). Lai _-gate 1Erij
' 50v7 1: Olerr.5 321119r) Eeo.- .7-:;!n c ^S..eYceet txia.i-
mtn: Pote%; Staff. *c ax :a1:a :==ia :zy: a escacatt1
?rocnd iave_1
0-r4p 2' ■.'.t :Zi at:1 312ats1: .".. ^^_a TS��..^�'T-lL:r: Oarrg
Ptrt.r, - tsra ;.a.; 1s L•tccl: �:�.=e9 yi. s j =s¢+) r. -
c:rte Zrte]3 a_.: Czz_ ?_-•_. = _:r;
lE:ac.a -
ers: c .] cn ::._ v . lr2
rt.-ier :<-c: nr- a- a' -t A mt i�•c:c _ _
_e r.+:107 ...
.t 1L:r6.i:y - .Cc: cA s Je .-a Y' _2-...24 `1}.'paellea} .•
x :az
Gz 2: 2.able.endnir G:.tcttt':^:::+�. tr_=oc.---1-s't "s"�es r134 -4=.t'
9 1. 8.
Pea-, tt lrea.iari
ra'vtp 4: �:'_1 "lc.y - P..s-.hsza. tx a-_��s: rcr, :.-ca - 2.4c;_-'sa
1II
f7Kec1 ia9 Macij.
Grail 1: 5R11:e4 atecta: [iescrring. emet 541.7.:.]9 of std. '1.9.9:.a,
&fon, and 11:1
S r -z -s tl:rd Y:eCar /1.7.192:: SOS of atb.e �` 2thg mesrlaLsl,
Gros? J= Central tatceer Unclad,/ an ela.eeq wet.-,.eadirq•
load:" -9 and tnrnl.YI :t 44.1rla)
0915910: OD. an -50.79
POE t[`O..v1,.., Of a""74.
(t:n C2mtrar-ic-.1•
•.ari arzzj Z.r"'tea) rfe"6i'ii-
0i2cs
wee
iam
CCa-- 24
Ct..: L s Lre: r . - 747 a.
Area 1"
Area
aiw 3.
Aten 4
err..? 3)
Welder: es n..... oldtr) tetd
t.-^ec
Acya 1
scat 2
Arse 7
Arca t
C •x^ 4t
Caaatsll Cravat= (ail m
and 2-,,,.''..,&'9 7 Cu. yds.
a.e.c.)(1n.. 0280 fit)
Arai 1
].tea 1
Are, 3
Area 4
Cxcr, 4 -As
Ciarsu Operator Baer as. yd'a. a.r.e.(7mej
T�s Pzy}
2rr.D 1
:44:.11 -
Ras
tea a
P2tUAI, A35i57a.V It q4. 76--flCDAY. APl11 Y1t, i n
1898 22
Safi.
Res.
11/4444 Beef.., P.-e.e s
IAt
tve:n.c
9444.84.4 Emg.
:.
Tv
MF-
>0.1f
1.OT*
4 1.71
.x
.14
� 0.13
1.6.•
a 1.Tt
.SO
.14
9.41
- 1.07•
1.71
k
.R
.11
9.W
" 1.0.-'
1. T0"
.da
.14
9.91
1.07•
, 1.70
.50
.14
10.71
1.01*
1.79.
.se
.14
. 11.03
1.07•
1.79
.30
.14
11.31
1.07•
2.70
.30
.14
10.31
1.07•
1.70
. to
.14
11.15
1.07•
1.70
.aC
.14
11.43
1.078
1.71
.20
.14
11.71
1.07•
1.73
.60
.14
11.01
1.07*
1.73 .
.40
-14
11.49
1.07*
1.76
.90
.14
12-14
1.07•
1.73
.30
.14
12.41
1.07*
1.70
.S0
.14
17.0*
1.07*
1.74"
.00
.11
17.93
1.074
1.74
.59
.14
17.21
1.07'*
1.74
.90.
.14
11.4}.
- 1.07•
1.70.
.40
.14
DBC:S:OW 93. CA77-9431
SemA (Car'
[''
'] :c
-?A-:7
.._ nits_-_.. tic J. Jc2
iAar -e_.. t z 'ac : r t; :eve
tart': P_reaa_n; viler
sea 1
Are!
Area 3
area i
act:: A-2:
6• ---sun. ;stern rsch a
dredgel; Decant.: Dec*
Aces 1
A:•a 2
✓ .. _ :.-eer; Welder;
lie e: ` kec`.2-n_c
Area 1
lea 2
A: ea 3
Area a
Crc-n 1-4:
Lee: awn: CLussNel.1 Operator_
ea .
Area 2
Area 3
Area 4
9a9a 25
:,asw
Veu
2.'.=.eta•
+
P'e'
r, $.wwi:a Anent"
857
Pee...
yeses
Ed> fy.
sed,or
Ape Tr.
{ 0.27
5
1A7'
9
1_78
.80
14
9.11
1.07•
1.78
.80
.14
9.39
1.07•
1.78
.60
.14
9.4'
1.07"
1.78
.80
.14
9.20
L07.
1.78
.50
.14
10.05
1.074
1.78
.80
.14
10.20
1.07*
1.78
.80
.14
10.90
1.07•
1.78
.50
.14
9.85
1.07
1.78
-.89
.14
10.70
1.07'
1.76
.10
.14
10.98
1.07"-
1.75
.80
.14
11.25
1.07'
1.76
.83
.1a
10.60
1.07
1.78
.80
.14
11.54
1.07•
1.79
.98
.14
11.82
2.61'
1.70
.80
.14
12.09
1.870
-
.1.75
.10
.14
baC101044 ;a7. C627-5059
!VS OCA:s 03eed3/ag1:
Work w tel! .ro9elld ere*ac a
(es:ept skiffs powered ty sot -
board motors) 'reflood in Coring
tr.e, L.''._.! s f trr;.s :3`411
end water 1-or:e craftor is the
tra-spotatla by rater of
perecr.-.e1. materials, equ 4esent
and DYr1ie:
1"...-cklandfilacaanica
Area 1
area
Area 3
Alto 4
Cin r a t a. ?enchain/Mitch
egineer
Area 1
Area 2
Arta 3
.Area 4
Sanding and Heavy Censtructlan
2� boats
(rock ae ree12-propelled
vessels)
Poet Operators
your Centers designated: City Ha
Sscro c,, to and Stockton, Califor.
Pavia
y
tams
4 9.55
10.99
10.30
10.55
10.75
11.25
11.50
11.75
10.75
Page 24
Fria. 9e..6b P.e'.ee
8l P Nadia 9.rsua.
.59
.09
.94
.96
.%
As of OaYlaed,
is
Area 1 - t1p to 20 road miles froa said Oro
Area 2 - Nora than 20 road apes end !;e
frost said Comets.
Area 2 - Outside 0f 30 road stiles free e Cttsaa
Area 4 - 7e area eataaling 25 roe ailes f atone
* aci.odes 5.20 net tour to Penal
1.41
1.61
1.61
1.41
1.34
1.36
1.36
1.36
Sao',
era,
lading road ailea
teal sad u.14rra
41.18
1.18
1.10
1.18
1.15
1.15
1.15
1.15
1.15
Ebww.
e.ei..
O
Iv
U
*4
a
u
FEDERAL REGISTER. VOt. 41. NO. 79.-COIOAy eat, ^^ rt-v
:L^.3;c-a IC. CAT1-5039
Mar 1043.421t _
t Pile �ivlra,2� -
.ro I
` :ice Czgnu;
6 - 2
;rxp 2141
I
oo-_p. 3;a)
'raj
•i,c:..ees 1.23 pet Sour tp Ma
a
4074 23
Bela
X"-+;
tuns
Pe Baer',lagBaer',Pa a n'a
BS:s
rowans
-
Yea rlae
fd aniee
...4'x
Apt+. Te
t.Ot
S I.33
2- 2.00
.SC
.04'
9.•12
1.3f. -
2.24
.94
.34.
9.:M
. Lit
2.00
.2o
a
.24
IL 19.
).33
2.04
.14
.14
IO.I1
1.JI
- 2.:1
.9t
.14
.:,.49
1.35
2.ca
.90
..
.24
10.44
= 1.35
2.04
.3'4
.24
11.32_
I. It.
2.30
.70
.24
U.11
1.35
3.00
.10
.24
. t See
and ea _yore
Tort
.
•
OrCRalm :o, on-So39
•
pars MCI:Flea =11:44Tc
(fileds Sew)
P.ge 24
Cooep Is sea 1.44444 to Engineer IPIUeaa, OSLr, Dona•.^.•)
Grasp 1-., Cocas= Operator
Crop 1. -Da 9roea eras Oiler
Group 2e M:i5 2Z slst IbaiatSay lateral mlfl
Group 2-i: Cocr»ea $rrathr I2-i): Ceneratac I10C tar. or arc:,l
Pa?. (2-434 Sie1diag a �!:< 1) Rowerad.or :aaa by Oise tricIt 1
Rog 3. Ilec2 !motored; Purl 1.112; a -)same el'yrop2.e4 Ia
type 1lSting device
Crap 3-a. Odra :,ay Papa Lea and/or 261-M
Can* 4: OperatIog Incglo- r In lieu of aaatstsnt `n vsginrer
Tcedi."g Roller or CnoQrasscr attoend to Crane 71:ear the:: 3 *rat-er
of Pitt -driving lido, Ski or Floating and Derr::3 'anger; tpt:atnr
of olee,l or :aaoline po.er.d 'Irene 2tledrlvez v/, ci1eq ap
to and Inclndi q I co. yd.] 'toner Crate, y to and 1slvdi ; 3S
tors Oo sting eater Sal only
Group Sr Operator of Wesel or Gasoline parerad Cana Plied:twig
(w/o boiler) over 1 to. yd.: Operator of Can ;v/aces, !Lath
boiler, pimp =r c^.r:erocr attsCed); Operacor of steam ;aired
Crawler or tTsiveraal type driver ;Peyeasd or 31.1:1a: ty e); =rued
Crane, Wes 25 tens 5cistir, mterial Or performing ;flees:ving
work
FCDUAL t1G15TEll,-VOL 42, NO. 74 -FRIDAY, APRIL 22 1977
z
Fs
2
49
Denies it. C;:;? -5939
ur, l:
Croup 2r
Crop 3r
era.? 4:
CraJ 5:
Ct :y S:
Crv? 7;
:3« 2:
Grc;p 9:
Croup _
-.ucrp
Gc-
Go-_p 11-A:
Group _:
Croup 11-C:
'1rcldes S.23 pet Seer to
Pe-s:cred Sea :: and 4llare
Pasta 21 EBr2SICat V2. C 77-5039
Bev:
Marty
R sr:
8sac
Ms.ds
Rohn
Rine L..e„ is Ptpn 1s 1
M &V
Paeuw>
I racers.
Eabc.s:aa
.2✓..
17..7- . .
c.--
:• 1..33'
t 2.00
.90
-LI .
9.05
10.45
1.33'
1.00.
.90
.24
9.14
10.44
- 1.14*
2.00
.90
.24
9.01
, 11.21
1.350
2.00
.99
.24
10.52
11.02
1.15'
2.00
.90
. .24
13.17
12.57
1.35*
2.06
.90
.24
10.32
1.7L
1.35'
2.00
- .90
.24
10.71
12.12
1.15'
2.O3
.90
.24
10.14
1224
1.35`
2.00
.90
.24
11.24
12.54
1.35•
2.10
.90
.14
11.15
12.55
1.35'
2.00
.40
.24
11.42
12.82
1.35*
2.00
.90
.24
12.49
13.95
1.35'
2.00
.90
.24
12.17
14.25
1.3$'
2.00
.90
.24
13.07
14.53
1.35'
1.00
.90
.24
^_2
Parat 8532P4 !7 O➢EMA,39:5
ARLLS land II)
Pasta 28
Croup I: Assistants to 71ginee-a (9raamn;-±'iren:; 5eavy teary Repa_rsen.
axlper; Oiler; Gtctland; SSynal.... a.ltdaa:; n Pot P t 'me ' 164-'sae_n
(Beal Duty 2cpair s`.cp pacts coax)
<kw* 2: Ca!znnaor Coera ; Czfcceta Tire: Cap to end ith_lurting1 Y4:421 -
NrFeynr Belt operator (tar -7e1); Fur r.i Sot Planet; 9yd.-aallc: Ron".,oz
14::.`-:ni^_ai Caceeytr (tt odlthe burVi3Ing a terials); Miss 3 Operator
tam -crate plat); pry Opzrx_.r: 23 aade: Stan 'v't sc-tcds)a Oar
.Lass ;purr as:titer:
lit=, 31 1>s Operator (br.ter3; 425it-}:ac 7adtsa: ;s:eralnn ; Voter-
- au; 1ac`aoh_',., Pilar; Mcrae Carrier 103aetrect con lob alto);' Motorise
Operate;; 5crerthas ie=:ect as1valt a pct:eta lacing); Sel:-prope'led,
aatnratimll: ape:ir9 cxrete e_:1M aarl,. ice streets, tiigbways,
airports and canals); ecetIn; Marthice Inns i:„a Sigal-5 c-paeity 3
tC_ d pih., r3er spin:, s&n9-e dt-sat Tr..n Cam. Otte_
Craw :. Ez:=.st :sc.% t.:.y r: t. L. : a ;t1ator: '.:,_1:s_ -
prr e; Fez.:_- (a_;7 -a: plant); 2:e :_or 4e -cite: (ielde�itr4
or :corer Stacie: (ct s:_rcti.:on ',a] site); :tine haste:; :.:oricat on and
Service- anther: ;ache and crease cars); Material g=ist .1 draa);
S5wtt2ecar; tie Spacer: v srray;1a
Coop 5: a -stresses Operate: (2 m 7); Concrete Mixers ;over 1 yard);
Oess ate rn s or Puapc:ete Gsns; QeaeratWz 1100 1.Y. o: evert;
<Snotioy Y.vc:, ine; ➢: cur -we l&.r-opera tad) ;.:yaps (2 to 7); retdrr3 ..
Machines',po:erd other than by tlectric_ty) !2to 7) Z
Cr r, 6: 519 Use Bo+' 2r-eton or jailer; lobe l~vee or rival Porpese
'I. -Prix -renk; Concrete Satt Plants (vet Cr dry) Concrete Says ;aell- fi propelled unit! on streets, hign.ays, airports an.; canals: Jrillin; and 3crthr, Pit
Mtehis.ery.. vertical endborisantel (Dot to apply m rate:liners, vac:.^. 40
dr11L or :ectiax ers)r Gradesetter, -Grade lecker laethanical or xYer_
wise): Site)l:ne Cableway Signalman; t c=tires ..tarn or over 30 torsi
aID91MC5 Internal Pull Slab h
Slab Vibrator ion ai orts, hicvais, canals and
warn-msaa); Mechanical ?inlaters iconcrete) (Clary, Soensun, 9td.eIC
Br Sage ..'bet or sia::ar types:, 9 chanoal 5urr, jro and'or Cart ar.
Gutter Mach inc, concrete or ar±al par table _r:sbe:; lost v Leer
(M-1500 and Anil;): Pores dine Operate; (settin-g slip `orm, e¢.
La tsrnls); Mello; Screed:tar. ;Parker--eene ys v similar) (a ,..alt is
concrete lavi:g; Se_ ou -propelled to no: r- sLngle ensine; Self - ooe:red
' Pipeline Yrapp:.g Mac'.sn, a 51,4° e
F_raalt, CMG, (sailor tries: ; 51 Prms
Pr 'o (lilt;,-1 device for concrete f,nss; .tar Sir ♦ eG :lathers;
55052:.02 Easter
FEDERAL REGISTER, VOL. 42, NO. 7R. -FRIDAY, APR)L 22, 1977
0l/Me iA, Can -Shia - Page 29 .
Pt :Caet '1
(*MS l and la
Croup 7: Concrete Cocrt'yor i Cr.-r_-:ate = Traci a !gcim pt _tad ;oco Le ngt`. 4.=/); Cex:t:e `:']�. :y c_ -g ette; test ilcSSneersl . ..
"as: 3re Rtaer; ?_liar Ee':yoo Prep ar-f e_-1er tgxv::artry ASder'
:or s : P::.taria. 5:3: ;2 or r.re SVater;
I' �_:: al ?:nis-ers cr S-:-aft.-7 w : tcrber-- "Pre and
aiztla::; ern. or fotaft cc : Praor _.,::e; ?evrrt R__'... 3reater WtL or:
rtttect toc.7resoo C_�._:attt.n 2i --rot tTees , trtci trt-ted
• _S 3rp:etsc: Pt -c tr.. -- :re :p_--_ _ a-ll);
.. - .
Fiat 1_e_ -: ➢=.G'.L c (tral-er ?-__ ._
" __ iee
15c::_ne _ for p: —:) d andrte;= art:: r;t _
gae:a aa(t.a,_ ^.r Self-p::r_ln} _ . ce lifttog (de a ('enter'
runt; v _ la a ! 'at_'Y I.R.e.; i r :':fled I;.evat=y C: a ?lane; • •', Aerate: £sal_ ?meth: ;with boos;; Spi": '7eev.:: ':x2 :,ate Loetar
Group a: arn:.c ace: !cr sitllar): At -2a11 Plant st-L: Paca.
he:n - Coati :i>. __sr^r and not= : ▪ a or; Cx e ::at
tato:.. ?Lent 's•_.t:pie 'mite! r ice:; s l.og :e;d C'-_ c:: 'derr:. Arty
a . at_
TLpa::'>n t•{i=r ',:e y'nr; Ten %G Y.'_-.;. ,e .:- rill -r) t LJ_:.r' 10. --der;
•
:a de. B - Mechanical 11 -each Stine__ _ aE_ng a.Yl
Sreeoi g - art,; Punt at; A:Sw _ea_.^:C-ring CcrolrotentIx
• a -c: i -lad:: 45 cu. yds. •street' a.r.e.) &veils, .•":!a, '4.i -1D,.20,
2., and sS::ar: Pother Tired -tae: Self pr_cpelad r e:.r with Deena
C.eepfxt: 7iaoe: Setadcr ;:u_.tec-tired or si.!_ err-aip:Erti; ttactr
drawn Scra tract:: :rending :-artist; tr1 talc Pave:: Tunnel Yale -
mor'sg wachtoe: pe_der; Woods—lrer :,and other eia_ltr Tire:U worriment)
.. _ "c. i PS ie: Crain [ cgs:: Cticego'sa; Cast: arttcn tin:
n; tat: O:ciratTer.Slorry _ _ r_, • Coe^<:: '-Lg!i•ne
torsandc :der; Zell B_-- orwsa ilar 20 ft. or over); Jtcttog
froth. _ utpe: tits, :ail er _ark :rye)! TraeCz ;with Co“ -a1 ((>'-6 or
_ e__ :'miler)
Croce . loam. -.7a Sect"- ' Mac`._': Erld50 Caa: :a:y-lilt far
sisia:) t S.asi:s1 Crocting sa_.Sna; Lcck.•.x and tearer
'p to end LreltdIr, 1/2 ca. vd. a.r::.;; ramie.`, 'C operators required
r!st owing rs_.a rota Ira Seise; ) ::::k to rctretioe
of x -M.:: .^"_e:; Mu -r_'-:r: 111asithog .:Zen Sst:'7 arty 20•-• 77 31_. MI5 sa__.t ^-. act toe l..s type
S:la) j Tate L•5 S2:cper •See.'.i:` 9:y; ▪ _) c ftr1 -torg and
spatter `.?nE r torch: ;2 yfa. ,� to £._: ac 14 7:1. its
on: 150 us; Tai nga or nt:tp:a t::ta?) t;:tyla tt1fx P.` th=war4
Eactiire ;';.o.lfs, Ironer:, etc.).(CO •s-.rao u_;:e:); pre-atrass Mira
crap -?:-.v Ravtacif->_Zia to; (sa'f-p:cCsl1 a:5=5,r 2r_t}or'•
_
tire! 3ctaper, aa)f-:.eodi:g !ySn^ e rh` 7s ✓ L.etc.:) :Cottle Car !tc_l,!..a
r'.ata); ttn la S-gioe Ecza,tet
Cl
_11:se !P I a or
,` *Taal; sat- :star , :leaore'er :t`-..: ___ tea
::=u:tcr, CrC:- •-
presto: hi:l Catiratltnr Tract trying tine ea t::vino ' tna !viola
ersi:s wItr tandem sorepers); Train 2uClrg. r:.ctim, Vacua ^`o:tag Plamtr, '
aft„ lay Crane !:p to :rid Looll.:Sng 25 tat;
G1SZixQ n. Carl -503f Page 39
*OM EQCntat OPU7t95 (Cont•d)
(ATRS.F and II) .
Coop lo_k: seance rtrydraullt) (aP ea sad Secluding 1 a. yds. •.c.c.);
�acksoe (cable) (dp to rid iaelading 1 co. yd. s.r.e.); Combination Back-
. L4 end Icy -der coot 1/2 Cu. yd. a.:_c_j; Oterin:oca Plig:t Tie tack
Eaa2er top to and irclndiou 1 co. yds.) (grant attache -1i; Cr Lags (not ore:
23 Rana, la rthrtced are Gantry); Grade -ails (op to ca ixlvdi:g / cu
Yd.); Power rlo;'el<, C —'-•la Dragnets. (::< to c:! irrr ud:rg 1 N. yds.
mane.): 10.r_r !tare feioals eagi:e) r Self r opelled 3eo—type Lifting
Dc-elat lent,: 3 -.raft: (coo: 10 cs); Self -propelled 3oca-type Lifting
'Device (carter ieee: S tons)
Grew Taftanattr Concrete Sitp Pore Paver; letmatic Railroad Car
ifs -re -r; Canal hrner Draic IaSfifer; Canal trifler; Canal Kramer
'sr/dine.'' f attacrants; Cer.cs io e: 25 tans •n. to and including 125
teas): Contirccca night Tie Be:A A:J5er over I w. yd. rLnci-id'na crane):
lkott travelitt 650-E-1 or sialiar (45 tans of over): E' ;M aSLeway
ac
(over 5 t s)! :ca^_o: focer4 yds., er to and LxLdi.ra12 c_. yds.;; ?ever
Ea;e iealti-anal.:); Power _^.r.eCs,=.'arsheUs, .^.ac.:ces, 3astaes,
Grade -a=:3 !over I yd. and' p to end including 7 R, yds. s.r.:;; doter -
tired earth as:Cry z. i-es (eultiple propulsion power a. ins and two
or wore scrap•rs) (up to and including 15 cu. y+,s, •s_ucc• s.r.c.;: Self
propelled Compactor (with alitiple propulsion perer hats); Single engine
Rubber -tired tarthxvir5.'4Ciner 'watt tandem scrapers); Slip fora
Pete, (.:scene ^r as-^a`a• Carnet Cat Tale: :raves et tile; Tee -c er
(polling attached 811efd); rniversat :ietAe: and Tower Cranes ! a.^G siat.e:
ty7'a',; 5!`_es_ _scat: "up t_-. and La.:Cding 753 :..:.per Sofa:; hta:ley
Crane (own: 25 ti -IS:
•
CMG!: =l -'a; Se-d'va',-c:s r. tarcaunctic. with lee,: 3:caystor); Cranes
Corer 125 tans); Loader (:ter 12 ea. yds.; u7 to and Including 18 0- .
Power gnevea std traSanee :zee: 7 w. yds., er.c.); aster Tired W_.:
par cce Loa_^ )tvi;-g ahc`'-nes (2 :mits over 7$ as. yds. 'rroce• e.r.c.);
e21^el ' eavat r ;atr 750 c.. yea. per Sour)
' Gctop II -4: lever rower 18 rah SAO
droop 11-C: tparatof of 3e1'rcpter (der; cued in e_rectlon wet); Rama '
Cstra11cd lir_satr P:ti,thaer
PFDRRAM MISTER, VOL 42, NO. 71 -FRIDAY, APRA 22, 1977
z
0
n
N
NO. C177 -S^7
I
s
ac;s:. 'c 3r 4 ya. water
{ in,::::axs or toms driver;
2`s:ete ,ice sact ser
C cc: et1 Ia.�f trice O.L.G^.
___ :.act tot r is snit '
y"rcri` _e fldt nods rat,
( x:-:.:_ a� •.+r ;'rr_-: 4
y+3. r_ _.,,Yts
tr_- yondo:n4ee-S. .ctti
re_i: _ . ;crier 4
i C 5: .ansZI: :1__' 6 pilot
I car drive:: R:; rt tr_•cx i.L%0
fist rare ti _x Is sod
arc:^y::.r flat tact :ate
1 6r -I"-:. e _y: Plcr._�.r; Skids
(_m_._s one, = ier 4 yrts. eater
1---:: rtss _ . _. . .::xb
(c yper-tatf concrete Six, -
I under 4 ',is. rate: 1x21);
i i r. 6e:2e:a: ita:eo.:s.be
•
_- ...._ _ =P5J3. C .r/wo
__. and ( .. .:vJer 6
... xr :4
17-7. .sce? •6 '�_s. water
:•. rte e :4 yds. are
.'.r r yrs. watt: level))
( r sOtr (
'i a 4 :. and ':rder 6
1
ft. ''mete: :eve Skits Ide0rie
:ex 4 yda. and under 6 ;.1s.
water level:' SIncle unit flat
race 11 axle dnItI; I fostrial
LIft `4Ce (Y 1- =f. .:_3r :Irate.
ate, e 4 eds. end ...molar 6 eft.
eater JnelI .
'7.^:w TafCe and N.:3R =XX
;order 2.510 gallota)
rage 31
:tad,
to
F4444 9..•aas P.tass s
I
Id +(.9 1 PF.Yoet r. t,*
E•lresries
...e ter
R;yr. Tr.
$ 1.905
$ 1.155
.70
{1.00
10.00
1.115
.70
1.00
10.01
1.19
.70
1.00
1
GEC1S10at S. CAT! -5019
TYtfl 01,111/FIRE: (Coot •C
LIPP .7111=9, Torn Lift
S.AIi':: ICS, R.IT13=
Irian 6 yds.)
Yx^sA ::Q ...ate. !3.500
gallons)
ACLCiGi 7_9E3: Single atit
flat tGk (3 axle uclt) )
Industrial Lift tr¢1
(nocf.aficat tailgate) I
�Il rum: tired tracer
('tart coed v:_._n terSttx•
jutra'fiction),
.1ST'IIC, TRUCE 6 MEN. 74001
(2,500 gala. under 4,000 gale.)
CP ZNN.'':JN a: Nal 'RU
in t% drST; Transit.
Mix es stator ;6 eds. are
v!er S yds.)
Ct(1JOe 3,500 gale.
std coder 5,500 gals.)
Rib ffii-SIRE➢ IOJCE CAS (not
self -landed)
FEDERAL REGISTER, VOL 42, NO. 7l--FRIDAT, APRIL 22, 1977
Teo. 32
Miss friar
N.ety
Rene
S..ssE,s Fata..n
a & 9
Nn,),..
r..etran
ES. CNN.,
:/..
MP,. T.
5 10.035
11.295
.TO
$1.00
ta.055
1.195
.70
1.00
10.0:=
1.195.
.79
1.00
10. 005
1.195
.70
1.00
10.10
1.195
.70
1.00
10.1.5
1.195
.70
1.00
10.155
1.195
.70
1.00
10.165
1.195
.70
1.00
10.175
1.195
.70
1.00
1C3 ✓�_ U;i.-50:9 - 2ana 33
00[13103 90. Cs77-50)3
Pad. >.
-xz Jlw_.T=: r c,t:'v
_-LMCC
.' C." 7:1":121,-..1-= ;vh
I o
s - _, S yd.:. ,A ▪ e I
ra •vata: :rx1)t
▪ tad.- '--_r a 'eA:as
` `i% z_ and =▪ 2_: T
1 .-i.vat.: evc ; S_�s ;nom...''
tax. s;_:_'m4 ,z+ -St a
Trivia :-.1r: r`.
1st_t ratan, k :cS.
m _�vr 3 . .sue sr:t
. r
• c. ...
act*: t
and
:t. -s
:J i„ ocr Tnl'ro'9CE2
.t(ga Del)
:Lc9 e-{ 203.;-(8
^XA C4 Jt2._Za
•
T.lv Ma !:._ A:.9
.1 .( r. _ r:w st I0 'ids.)
:Z,Ct -5.505. gals.
srd ::_r: 7. ¶ ;L: ;ILIA .1
15,22; 9aIt. .4 rrac
7,:39 gals.)
P _
xr
r':-. -
FriM Sanwa P,, ..n
N 3 r
4
/ fe, in
' ,.a_w.
E�e+4.a
,tar
1 APT. Tr.
t
7:.0.28
i 51195
.71
93'.00
l- ':
10.215
1.113
.70
1.00
,
18.27
3.3551
.70
1.00
10.2!3
1.195
.70
1.00
10.153
1.195
.'0
1.00
10.215
1.195
.79
1.00
10.31.5
1.191
- .70
1.00 '
r2.= nry s 'Cont'
19.41:M14 1la AGI+AI44 (ono
10 yds. t*rocr,L :2 t.)
• r. -:a (r/zo
c' -?^_ice S r.7.0. n.1
71 yd . cats:- 1:.vs11,'t ,O
CS yds. and ircludiog
y+3_ t7tvr revel/, -...r..
(S yds_ :a. and 1=1...L' 72
trito: :es_1_03 5.713-0::7
EQi:F1 Y M ....cover with
::.L.11.1 fdlt.71, D -x. 3 r a.
- rE 1.__._-f.7g 12 :c . rotor
les4.), t't'-fir Jo N:{'a tr1'S
!octet! as, `_ /da. and
'
1,,1ud , i 12 yds. .-acar
level), Dur ote: 13
and LncludIrri 12 yd.:. rata[
115-!1)
=.3-1 tin :39.1x::^-;'
(9xe.a_ez) 1a't :71
?a'.3319 SLn AGITJ.^�
(ova: 12 yds. L•ro..
II yds.)
ISL.9. t...Sn P.-...tr
kwdv
bro.
H a V
P...:... V..,.;..
E3srns..
._
.,.` La .
310,395
3 1.195
.70
51.00
.
10.44
1.195
.73
1.00
10.41
1.199
.70
1.00
10.155
1.195
.70
1.00
FEDERAL REGISTER, VOL 42, NO. 78--fl/DAY, Anil 22, 1977
�3,
! flt 2 't9 rA. G?7-50333
OWe
l9CLSIm W- 0177-5034
Poem 36
PC
1
_317r:1 :.Ac
a -;.r, c"er 12 y0s. e.•d
..x:`.. ln y-
It s. watt
tai a� e- 12 re
484 _^ -ii:; :8 W- eats:
leave, ar -eai .rove: .2
=52. Lc:_d::q 12 ye.
; __ter :aver
17 Mpr-,._-cS::r1 :s r=i-
ova:ter
2 ye. atst Lycl...e3n5
18 y::.. 13
ry ;re-ca.c. ce-e a3.
xe: 12 . ar.-2 inc7.38eru
1B we ter lever.)
i T.E. Ca 577_77.a.8. TYPE
.:a : Rat
!'MST L?ALS9.5
�3.:.d C3RYd T<earoa (vivo
axe:. over 1! yee. iai .
.. ..dine 74 yds. waer.
:natior. _oig and
. . . :railer:: '.�--/ (aver 18
. . . end :m:.:d Lx• '.[ r7s.
:e.^:' D_7 'Crtte P,er
oc:ad i:4 :4,;e-;.
water el - ; D c ,51er ;over
18 yds.ncaincluding 14 yds_
',aster .)ever;; Ysid ;debris Gas
over :8 Ida. a-: i.x:'x!i^g
24 led]. eater 'level:: ^s.sit
a'3 1.9:ter:or !over 1. yda.
_.:o.,-, :6 '_ Tr'._.- (try
pr. -tat:: c7:7:77777. eta a_,�ovar
17 ;dc. are. includl-y 14
yds. water level)
Heady
de:ea
frig. Be.F.i. 7q.0en
Hid
Pet
Petals..
Yeas.*
tat:iin
♦sen. T..
.
$ 10.44
1 1.145
.70
01.00
10.54
1.155
.70
1.00
10.575
1155
.70
1.40
•
10.5,,°.
1.115
.70
1.40
73i7L31M1tteSt (trmrt'e)
9.^..: CI ? S'Z:S. ',why .
acts. cue: 24 73s. a1
isla1trn 35 yd -s. water leae+ri
Rt2a (^re: 24 y^3, and
i clr'i.,e 35 yrla. watt- icr.Z) 1
>: sr zzta (n -c: 14 7's. sad
ireluC:r,9 35 p.a. c_et lenel3i
t'C'-3ta: ;oat( 24 yes a.-4
inalnx' 35 7-t-3- .-,- :ez3?;
c i2'r a -1•a ,,.a Dt.`-r
etrillur cut ti e, tarn , -^.a.
d.::..s- flsTa-uur:.:.._
LY11.1 and i3:.ul t_ae et1T
=mat -tat: ?Cite; 2.3a. Dc
water ta--_trai:era is: fuel
and/or grt,r, tea trailers
e- ct.a: trance; Skid, -
(Grit -LS `.,rd, over 24 yda. and
is1•>:z3 35 ylx. mar level);
3o_r (dry pre-yatc a nc:era
nix, over 24 yds. an lacluding
35 yam. vete: level)
I C.a +n ".-. SPszkom to/yo
Guyer, over 35 yds- and
i c sdLs 58 yes. water level);
!t -:o 'c=e: 35 _ - . rl:x•!-
54 yds. alter level) rtr_torsi
lower 35 yis x and i :ndle3 50
pta. eater level.); 1.2>1tar (owe
35 yta. aG !nclndtr.3 50 yds.
eater level); S=leds Sdeb:is ter,
tied: 35 y -`.-a. and laclediag 50
yds. cater level); Trucks (dry
prei:J ca.crete miss over
55 and decd✓3.r,.y 50
fas rater lave_)
KOMI. RAISTR VOL 42, NO. 71--FltDArr Aflll 22. 1977
910.44
19.71
Fi.pa tw..Pn P.....•a
15e
E.ica....
Para 'Nona. i '.3
sr«. Tr.
91.245
1.115
$1.00
1.00
Z
Q
7
Ors
" O C s t c u + 5 . U 7 ) - 5 0 3 3
: 9 5 Y _ . t e r , a n t r a
E S y r s . " r o t z / z e e L l r i r . _
a e . : : : . t r _ ' : : . e r r 6 5
c i t e :
; c f l i ; _ . . _ f : I n c ! t ^ n
c a n . - c ��r z ��r . t s _ n c : a ? e : l a i r ) 7
a r L d = ��J : . . U . : T . . - t 5 T J .
_ o r e ! e r ' ' _ . , t e
t a r s o r e - j : _ - r . i 2
r : : 1 r _ p t z . L e t r a c e r i 5
" . t o r _ _ $ W C . 9 4
a r e : , a r e : 6 5 w ' s .
I ' r e a r : a _ ^ " I f 5 w . r 4
1 , : c , : r e a r ; C a t : 1 5 - a . r , d
I _ . _ ' t a g : v e t : I r c 1 ) :
? : . ^ , x : a : f ! e . r d _ - : . d ' i
I 1 a - n o s : e l c v < 1 ; 1
e _ 6 5 y r s . a n d
p : a . t o t e r L e w D r
. . . : . : ( r a r e ` , C t r . ' ��x _ - a t e
c a r . : . a n d s : - C l o y
I 3 : y _ e . 1 1 . 0 1
i a ' r o
- t e r a j . 2 4 e r . . n ' a r s e - - s
& t i e r , c - r i 1 1 f i e Y . e
I I c l v M 2 n A 5 5 y f a . i n t e r
1 i r o t ) : " t p j c - . t : I t
e . 4 f r . : I t : t n . : 5 5 y d s . r a t e r
l e a e t : , f r . c c , e r r ; 0 C r 6 _
y - e . o 1 : x l _ ' : . 1 I : y 2 a .
n o t : a r e ` _ ; 2 : . - p . t - e : o v e r
{ S A ' y e a . a - d 1 - t . ; S i
t _
. _
` e t c : : r o l l : t E r t l f s . K a f i r i
1 t o : , e v e r a x . . w : : A L S
I e 5 B a r r C . t a r . . : - : 1 ) l t o t
e e r y ; a - C s t t h e r c r a t e
I o ' n ' 6 5 a . 4 7 4 L ^ c l r : : : r
1 0 $ y d a . . . r e : l o r e i )
1
G a y . e r r . T
T s .
0 S x $ t a i I D . c s 7 7 - 3 Q S f _
U L M , . o ! T . Y _ . ' " M t t 5 f o r
2 V , E 5 E . Z . t t r O f 3 Y 1 i E S
* 4 5 7 1 1 : a l l c o s n o t 1 a c l u E e d N o l a I r m a L a e
. - d e f i n e d W o g s .
i n c h e s - 4 A c t i r e t e . i n c h e s - 4 I n *
"
n l p v i ' 1 e d a e c e i p t f o o
r a f i n r i . l e l o v w i t I s ' b a s z d w i r n
? W a r 3 1
a n d r a a ; e l i n e s . o f a r r a s 1 e n d 2 . - .
l e r i r r a c t n e . i s : S e ? s c i f L c O c e a : o n t h e
c e t s t o f t h e S c o t t l y
T i n a o f T a r c s s h i p 1 7 5 .
: S l a n t a t t . r 7 a l o e s t h e t t n e t h e r l 7 1 1 4 o f " " r o r - " . . P 1 1 2 , , c r o s a ' t i
- t h e . f f i . J i a _ . e e e r s d : r _ t o t h e S . V 2 = v e e r o f t . o O r ' . i 1 % . . . -
s s r g e f E . t , 2 a l t " e l o s e I l e s a n d x r _ d f n , a w
. r l t s � t e o ' _ . e : t t o t h e 3 . 2 , c a r t : o f : o r n s i t ? M S . ' w a g e
' t h e r e & E a s t e r l y t o S h e 5 . 2 . c o n e : o f t w s h i p 2 0 5 . . " r o e 1 3 E a .
: s ^ c 1 7 E .
' T h r o e S e _ ' ��` . . ' . o c o i n e r t h e c o r
n e r a : - o f w L a - _ I t s , c a r e r
T h t t h e e e r . : s t o t h e 5 . 2 . c o i r o f m : 2 1 5 , v e r g e 1 2 2 ,
S . W . c r _ , r t o r t _ 2 ' 5 , , : 1 ' E "
T h r a c e E e ' c t c _ t y y t o t h e ' : ��. : c a g e 1 7 5 ,
T e n t s t a c t o r l y t o f a h 5 . 5 . w a r t e o f t t c . t . r ^
: ' L e n t B r o t h e r l y e e t h e 5 . 2 . c o t t e r o c . t o w . " p 2 % , m a s t _ P E , .
T h e n c e E a s t e r l y t o t h e I . E . c o r n e r o f t e v o s h p 2 . V , r a n a . 5 9 .
,
T h e n c e S a x L : r _ y t o t h e 5 . 2 . c o r n e r o f a e , a s : i p 2 + 5 , g
f a l l i s o n t h e S o e r h s r i y l i n e o f t i n g e o u = t - e , t h a n e E a s t e r l y
a l o n g t h e 5 : o h e r l y t o " _ 1 a _ r y o f r i n s e
[ r u n t y a n d t h e s o e r S : r l y b o t c d a r y o f T u l a r e . ^ . D o r t + , t o t h e S . L
c a r r o t o f t , \ r s h f p 2 2 1 4 , r a n g e 2 9 . , T h e n c e S n r : h e a t ' t o . t h e % . E . c o r n e r o f t o v r . h 5 p 2 0 1 5 , r a n g e 2 ? 6 .
t h e n c e W e s t e r l y t o t b s 2 1 . 2 , o a r t e r o f t t r t a l d 7 2 1 5 , r r - S e 2 2 , 5 .
S t a n c e A o r t h e t ' y t o t h e K . E . t o n e : o f t ; r . s h t p 0 3 3 . r s r - g e 2 3 � ,
T h e n c e W e s t e r l y t o t h e K . Y . c o r m e r o . r m i p 1 ' . 5 , r a n g e 2 1 5 ,
t h e n c e t t c r t h e r l y _ t o t a r e N . ! . t e r s e : o f t c r . e ` t p 1 1 5 , r a n g e 1 2 . 1 ,
T h e n c e V a s s a r t o t h e A . ' : . c o r n e r o f t e e t s i : p 1 1 5 , r a n g e 2 7 2 ,
T h e n c e A c r t c r l w y t h e A . . . n - r o [ t n s ] 2 5 E
1 p r e g e e f f . - 2 ,
2 T s x e V s : t 2 1 ' 7 t o t h e % . Y , c o - r n e e r v r s i
o f
t e ? 1 2 5 M , , r a y !
T h e n c e 5 c r t h e r t y t o t h e A . E . C o r n e r o f t a e = ` ' p 2 5 , r a n g e 1 5 E ,
T h e n c e V e s t . : l y t o e N . Y . = o n c e o f o n - . . . s h f o 9 S , e c _ t 7 5 ! ,
t
T h e r t a l c r t h e r l y t o t h e A . 2 . c o r n e r o f g o I - , m o t : i o , r a n g e ` t ,
T I t r l t s W r o t e : : y t o h e A . V . - s r . s r c i f t o r t l n 5 5 r a
L S L r c c $ a r i a ` : r a y t o t h e A . E . d : a r o f t a a _ s h r p ' S , r e t ; e 2 3 5 "
M a c e V c o t e r l y t o t h e 5 . E . C ; a . r : e l t e e s ` - : I S , : I r v : 1 9 2 ,
A . L . = o n e : o f r ' ' r ' T r y 1 9 2 ,
_
T : _ - - c . e r t - o _ - . 7 t c t h e 5 5 , r s e e I 4 ! "
^ c _ @ : e c t a l t & c = i S , Y , s e o f t e a - n - 3 1 - 4 i - f l T r t . h y t e r s e r
r c o r o f t c - ' t . > 3 5 , r s - g e I l i ,
- r t r s r r l y , t o t h e 2 . 2 . e a r n e r o _ 7 T e e , r e d ^ 0 E ! .
S l r " _ . r _ . t h e Y . Z ' r _ r t , : ' o . - . - s ' c f _ 7 . T E , r a n 0 1 7 t
. . " . . t : r i . _ S e e _ - - y t o t h e % . 2 . S a l a > f - : e a r : ` i p V . r z e 9 a
- T a c t . ; r _ : t I e . _ v _ _ y t h e , n - ' - e h I ` h t e l l z r t o i s A . ? . . .
t s r 0 . - . r d i ' E : c o . ` . 1 p ? 1 , r e n e w 1 E 2 , - - I G : . ,
% I o n i z e v e r n a l ; i o t h e L W . = f l a t o f t o r n t ` t a t t p I R , ' *
i s r t O r l y t o t h e % . 2 . c o r e r t o f t o r e a _ _ , 7 1 5 2 , t e e , ; < 1 5 ! ,
t r i o / R o c a V e s t a t ' . y t . t h e - , L m a n ? r o t t t e n s p , S , c c y e C S I . -
T h * t S S o t t h e c t 7 ' c o e t a 4 S - c o r n e t o f t o n w s i ' p I F , u t O $ C 4 ! . '
F R ) E R A L R E G I S T E R , v a t 4 2 , N O . 7 0 - : 4 A Y . . A P R I L 2 2 ; 1 9 7 7
z
0
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n
t.tot:cn o. 0277 S22^
•
ALE'.. DitraiLhMS fat -
zcciny-a::T^...x: tfl...a= (rot' 4)
*Area I (cor'd)? .
T:.ru Woeur:y to the N.W. nor er o:'towesii, ant. raazz 14Z,.
Thence .4thorly to he N.E. corer es: tow':_'".i i3, ran la,
:hen:t Wes:xrly to •s, tee-. totorr of townyhir Z. re ni
:force v-- -,y to the E.Z. -_ o: to rain - 1C3, r 128.
t rot Eaete:.y eta 2.5. toroth of £rnittio 1 -a l';,
Tln,oe War:oa:1y on ^; - trot nt tr.-:nip ts,� egr 14E,
The . ice Wror it y to tn,N: t,- et ate of r wr 7 iii, rigs
'.l :
e-ce -terry to r. . corn -Sr of `_ r. if4, ;awn 7Cte
:tree f _ rig to the S.T.
e r_aa: of ara.y iJ, rsitgs 22, -
Thece • ___ w Co the A.S. cent of tent -hip 1 ,:rge 115,
The::e gurturty to .. _ ner of _ _ _
so t42,
__.:e _ 1, to, \e _.. can c _.r„r__ ` •rani, 1
sent _a:^ay to the I.E.• sorter of tc-_-c.::a p 115, :ego :55,
-e Sou:nce::y o tin S.W. c,nar off roan/hip IX, roans Leis
Mate
tarzer:r to h_-S.I. - _ r�
T e _ ter!, to ` the S.O. =mar of [_e sii Y [ rar :u
carne: it toffee ♦i rt;tr CTis
Terse Easterlyaloes, tee enh i - cC eeJ-..:; :3 to the
_ :'c t'ery o: the oast¢ of Califon -ix,
Throne Se:C+escaziy, :hence Cert.-2:1y along the Lastzr boas:7
of the so,:e of p•,r__1' tc thy Y.E. center of tor:,A:]
terse 1ff.,
Thence 'i e at cr y to the N.7_ toner of tcas:;ip 171, range )3,
7he-_e go.:`_e-', co :Se N.E. corner of township :05, range7Sen
to Wester:y to the S.W. cone: of township. 221, range ICE,
Theme a::therly to :he 5.1. corner of township 211, range IE,
The__e Vest arty to the S.V. corer of to -on - p 21X, range -S'
Thence Northerly to corner N.E. of township 23. range 8E,
e Westerly tothe N.W. comer of costs::p 2a. range NE
a Nortterts to the S.W. . _ cf t .c.shi- 27N, range SE,
e Easterly to the 5.0 car
ter of o- ___p 27X,
o- - - -
-. a . 'e o the P,E corner of toes -tip 255, rants• 3.
•-e Westerly tothe N.V. corner of township2Z, range 1E,
yb _e N:r::-er`v to the N.5. corner of to.c,ship kV. range SE,
Th e 4e St.::y to :he N.7. none: :f township TON. range 1E,
Thence Sort he net; the Ms. Diablo meridian to the EL.
corner of township Iw, :sage SW,
Thence Vest et L, to the N.V. corner of township 34a, range 5V,
The-_- . e-weferl7 to the N.E. co of .vsshc D 5. range N,
:tern Wester!, to' the S.N. =met- .r township 22N, r N •e ,
m The _cherly to the S.W. cc r•r of to,nsho; Jai, aarye N,
Tbeo:e lame Sly to the I.E. comer of :crraSop SW, rani, N,
Thera Scotherly to the S.V, corner of township :bf1. range 5V,
Tbar_r Eater:v • o the 5.5. corner of township i3, range 5i,
Mete Southerlyto the S.W. corn: cf township 14X, range p,
Theta. Westerly to the 5.a_ corn; of township I4& range N,
'beet Northerly to the B.E. corner of township 144,range N,
Theme Westerly to the..:. comer of Cs:cat:1p 1424 raga N.
1u:e Some:y to the X.E. corrar of township ISf. rar.go S,
AEU DtY1 1TIQD'S for
Para EccLTICEW OPW,TON5 (coat 'd)
earn 1 (mot'd) . -
Thence Westerly to the S.E. corset of tea --ship 24E, raap'1S,
Thence northerly to the N.L corner a! cc -ratio 16$, range l`:,
Theta 'esttr3y to the N.W. corner of toanah:p 151, range 12W5
Thecnne Moretti) to the 8,2..cnaaer. of costs:alp In, range IN,
ES-aca Vcrerly to tree A.Q. corker or tornah.p IEr, range 1Yt,
Thence Southerly to the S.1.. raiser of taterfp 1"..11, tmp 14a,
Thant Easterly to the B.L. =roc of crmcb p :8$, ranee 24',
• Thence "+=xher:7 to the S.C. coiner of tranship IAN, ranee 175,
_:Lone Neater_7 to the 34W. 1.22-Aer of taaeshii I`S, range !CV,
tLtinte :n,2ner:y to the E.P. corner of tcetehf p' 14N. range 1504,
T^&ace L:staar to Ohs S.", sr_ of enr_s_p .4.., mate :.',
hat :f-the:i. :a tai S.W. coat: of township rant 23
Thtco _sterty.to the S.Z. cores of cs.cse:p :«, range :55,•
5
these Sovcborly to the Sa. novae= cf township i14, range 1A",
,Tins& Easterly to the S.E. corner of tcwaship _:N, range 13i,
Thence 'Sautherly along the Easter line of range 1]r to the
Pacific Ocean errs. --Airy that pontoon of Northern Califor_'ia
within Santa Clara Co -=::y included ei:hio she fe llo Tog Has:
Clore -rice at the N.W. comer of tcaeoship !3, range 35, Et.
'Jiab:o Basel:ne one. Ner.141ant
Thence in a SocLerly direction to the S_V. corner of tyanahip
75. ap r 3E,
Than:e!a a Easterly direction to the S.Z. career of township is,
rage 4E,
Thence In s Northerly direction to the N.C. comer of township SS,
range 45,
Thence in a Westerly direction to the 21.4. corner of township 65,
retest
J+2 y -. to the phis. of Sa ai,rg tb Po r_Iw sa a part of
Area I also iocl- es that portion of Northern California within
the following Lines:
Cenesentiog in the Pacific Ocean or an ercension of the Southerly
live of toseshop t, aahold-- baseline and meridian:
- Thence Easterly along the Southerly lint of tranship 2N to the
5.1. corner of township 71, range W.
Thence Southerly to the S.W. corner of township 111, range 1V,
Thence Easterly along the Er -Snide baseline to the S.V. corner
of township IS, range 3,
Thence Southerly to the S.W. corner of township 25, range 23,
Thence Easterly to the S.E corner of township 2S, range 2E,
Thence Soutterly to the 5.7. corner of township 4S, range 2E,
Thence Easterly to the 5.5. comer of to.csstfp WS, :arse 3E,
Thence Northerly to the S.C. corner of ce.esh_p 25, range 3E,
There Westerly to the N.G. career of tawesbip 25, range 3E,
thence Arrther'.y 'ernss.eg the to=rch basaltoe to the S.V.
coney of township le, range 3E,
Thence ;easterly along the Fetnidt haeel!ue to the S.E. maser
cot to sy:hip li, range 2E,
- Thence Northerly to the N.3 caterer of township Sf, range 7C, .
' Theate Westerly to the S.T. cornet of zewnstrip Ste. rte. 2t,
- --Thence Northerly to the S.L. comet of township Itl1, 1Y,
FEDERAL tc4ISTFt, VOL 42, NO. 74.•-NUDAt, ARR I2, 1977
94
w
rsrs: hc. an-S.a
('ine ! Satt d)
?r_c tYea_z:y eio.* tte !'�.-_Ssrie 1='r to Wws ip
'ec!V'c :L71, fete the
fl/." �t" . ., �+ 111e: fLGiY�ad
Vcrea : t the Ne G'1^_r:.] C-GYt t _.
-
at „-e X. `.Wt rs i S. tt vD able tout -
cc' a- ^.nrzcy 6VJ:, is7-we S, K.. �: able peee 1 i-s a- _-
Tpt_e ho -.C(.727. the ] _
= =• =-- _
f r-,
INc4t
e - '.e_ ms^ of t:.._.G_^pp +-'=l :a:,ge 5:,
Merry( :.: -• 3.L cote. c rt-ae ST,
'SC.(' (tor "e:ly to ^e a,o. coacr of tcss:C.
:!.e 'c:thc-:y , :.v -ye 9i,
TF.e Le�sier�cp _>,. State of y o_fy e fl
.G=. : -y a- c t_`.e f Sta e;y :rosier of tLe State of
rs a.--_.cex theC.c.;
of Dt::n_: _e,
Pave u
GI.'Y3iw
neet rP, t+tTC NS T ..
iv.T� ;:;:: '.zir cnr c¢rs {Cat' d) .
-FEDERAL REGISTER, VOL 42, NO. 71 —FRIDAY, APRIL 22; 1977
--I
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TYPE " B" TO BE USED ONLY IN SPECIAL CASE WITH PERMISSION FROM CITY ENGINEER
-- 5' 0"
520-8-2500 Concrete
Slop® a" per foot
Subgrade compaction
2" Sand or 3" compacted
crushed rock or gravel - —
5'0"
Slope 4- per foot
Subgrade compaction
TYPE
2" Sond or 3"
.compacted crushed .
rock or gravel— •
2161'
Curb Grade
slope r per foot
. 2'6'
'Batter I" to 12"
Softer rper foot.
Slope leper foot
Curb Grade
is
Botter 1" to 12"
520-8-2500 Concrete
.(s of basin
Remove and replace concrete —NN
a:rrb and gutter. Payment for
removal and replacement
shall be included. In the _- --
unit price bid per basin
e:i': .u-h
3 rebar .welded
to frame
4-1
l)
Poured to grade"LA
in place
CHRHST ( pre -cost
Catch basil. rjo
U21 or equal,
modified h,r dnseMug
and 18.• death
(COMPARABLE POURED IN
PLACE CATCH BASINS •
-
WILL BE ACCEPTABLE)
1
2) UCf. 5'
Saw cut .y Or A
A
:v•,J'tI A i ns
DEFRESslort LE.i:.IL
direct, by the Engrr'eier
rI,rrtiai purer
repress 2
rp'
f '
f:r -relied cold
;rant
24 Square opening
SECTION A -A
,Depress 2 below normal
gutter
Saw cut
Existing concrete
-. � curb and gutter
`-Normal gutter slope
CHRiS) Y heavy duty 230 lb .
frame and wrote Nc i 1 C 422
Cost Iron, or equui
Trench WiC'n =
14 4-
, Sow cut
Replace with 2 •A.C.
over 6"520-8-2500
concrete with grade
35t1h emulsified
asphalt tack, cent
OR
when replaCing concrete
street use 9••520-B-2500
concrete.
6 Perforated
Pipe.
Permeable material for drain
-oak shall conform to
requirements of Sect. 200-1.2
for. .,i crushed rock.
:he nearest worm - se*er (Lid shall slope to drain.
CONCRETE FOR CURB AND GUTTER.
the
SA-. hi;'IFO
"BIRD -BATH DH/.I NAGE BASIN
CALIFORNIA
u
'973
YQ:w•aaww
A PPR C.) L5
Cnv ENGINEER
PLAN CA
3
DRAWER
SHEET
132
Standard Type 'W"
Frame and Cover
Drwg.No. 3-1-106
3" or 6" Adjustment Rings or Brick
when needed
All joints to be set
In Grout
Minimum Requirements
A B C D
48" 24" 51 4 "
520-C-2500
Concrete Base
6' 0"
ELEVATION
BOTTOM PLAN
STAND=RD
PRECAST CONC=ETE MANHOLE
1973 C.P.W. G.R.T.
2" Hook
Ll"
2
DETAIL OF STEPS
■1
N
Golv. Iron
;104
'Pi" Checkers
Minimum Weights:
Frame - 250 lbs.
Cover — 200 lbs.
Total 450 lbs.
"CITY OF SAN MATEO"
To be cast on top of
manhole cover.
PLAN
SECTION
STANDARD
TYPE MANHOL_ FRAME 9 COVER
JAI:__....i pAW4 d_. --` /IL 4'• .r -n 'Pf
1973 T.L. ' G.R.T.
"Lifting Hole
NOTE:
Type "A" Manhole castings
to be used in all cases
unless otherwise speci-
fied on plane.
Seating surfaces to
be machined.
DRAW./
i
67 OA. /es < Sir4 5'%i/
EDA StIE SIGN SPECIPLCATIONS
Size: Sign A: 4' x. 8' x 1 7%8" Sign- B: .4' x 8' x 3/4"
Materials:
Assembly:
Face: Sign A - 1/4" tempered Masonite
Sign B - 3/4" or greater shop sanded (exterior)
plywood (one side only)
Framing: Sign A - 2" x 4" nominal on four sides
and center cross bracing
Sign B - 2" x 4" center cross bracing only
Supports: 4" x 4" x 12' nominal post
Sign A: 2" x 4" frame to fit 4' x 8' board with
2" x 4" cross braces
Sign B: To be mounted directly to the 4" x 4"
post, with cross bracing
Mounting: Signs A and B are to be mounted to the 4" x 4"
post with a 3/8" minimum bolt and nut,
four on each side of the sign. Each
bolt is to have two washers, one between
the sign and the head of the bolt and
the other between the post and the nut.
Erection: 4" x 4" posts are to be set three to four feet
deep into concrete 12" in diameter.
Paint: Face: Three coats outdoor enamel (sprayed)
Rear: One coat outdoor enamel (sprayed)
-Colors: Crimson Red, Stark White and Royal Blue. Specifically
white background; "JOBS" in red; "for your community" '
in blue; "EDA" logo and "in partnership with the
U.S. DEPARTMENT OF COMMERCE - Economic Development
Administration" in black.
Lettering:
Silk screen enamels.
Lettering sizes and positioning will be
as illustrated.
Project signs will not be erected on public highway rights -of -way.
Location and height of signs will be coordinated with the agency
responsible for highway or street safety in the area, if any
possibility exists for obstruction to traffic line of sight.
If, at the end of the project, the sign is reusable, it shall be.
disposed of as directed by the EDA Regional Office.
Scale: 1" = l'-0"
A
SCALE 1" = 1'
*r SEE BACK FOR F RT HErt I:FO V ATION
i
rtner hipf4' th tbc'
r-
IT (Th
L
3"
omic Development Aaminisr tion:) I v4
'4'7.
A
CCAL: 1" = 1'
ti
•
A
-- ------- - -
_2x
4x4 POST ---
4'
I . ."i .e
i
sIOn -A
ASSEMBLY =:-,M/1SON/TE S/6/V
V.
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GENERAL CONDITIONS
APRIL 1976
s•0' Orc `.
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U.S. DEPARTMENT OF COMMERCE
Economic Development Administration
SUPPLEMENTAL GENERAL CONDITIONS FOR LOCAL
PUBLIC WORKS ROUND II PROJECTS
Following is Addendum One dated 4 August 1977 which forms a
part of this contract, as set forth in Section I of the
General Conditions, "Contract and Contract Documents",
U.S. DEPARTMENT OF COMMERCE
Economic Development Administration
NUMERICAL INDEX
1. Contract and Contract Documents
2. Definitions
3. Additional Instructions and Detail Drawings
4. Shop or Sitting Drawings
5. Materials, Services and Facilities
6. Contractor's Title to Material
7. Inspection and Testing of Materials
8. "Or Equal" Clause
9. Patents
10. Surveys, Permits, and Regulations
II. Contractor's Obligations
12. Weather Conditions
13. Protection of Work and Property -Emergency
14. Inspection
15. Reports, Records and Data
16. Superintendence by Contractor
17. Changes in Work
18. Extras
19. Time for Completion and Liquidated Damages
20. Correction of Work
21. Subsurface Conditions Found Different
22. Claims for Extra Costs
23. Right of the Owner to Terminate Contract
24. Construction Schedule and Periodic Estimates
25. Payment to Contractor
26. Acceptance of Final Payment as Release
27. Payments by Contractor
28. Contractor's and Subcontractor's Insurance
29. Contract Security
30. Additional or Substitute Bond
31. Assignments
32. Mutual Responsibility of Contractors
33. Separate Contracts .
34. Subcontracting
35. Architect/Engineer Authority
36. Stated Allowances
37. Use of Premises and Removal of Debris
38. Quantities of Estimate
39. Land and Rights -of -Way
40. General Guaranty
41. Conflicting Conditions
42. Notice and Service Thereof
43. Required Provisions Deemed Inserted
44. Safety and Health Regulations for Construction
45. Minimum Wages
46. Withholding of Payments
47. Payrolls and Basic Records
48. Apprentices and Trainees
49. Copeland "Anti -Kickback" Provisions
50. Subcontractors
SI. Contract Termination
52. Overtime Requirements
53. Equal Employment Opportunity
54. Other Prohibited Interests
55. Use and Occupancy Prior to Acceptance by Owner
56. Suspension of Work
57. Employment of Local Labor
58. Signs
59. National Historical Preservation Act of 1966
60. Clean Air Act and Federal Water Pollution Control Act
ALPHABETICAL INDEX
Subject Section
Acceptance of Final Payment as Release 26
Additional or Substitute Bond 30
Additional Instructions and Detail Drawings ..3
"Anti -Kickback" Provisions 49
Apprentices and Trainees 48
Architect/Engineer Authority 35
Assignments 31
Changes in Work 17
Claims for Extra Costs 22
Clean Air Act and Federal Water Pollution Control
Act 60
Compliance with Copeland Regulations 49
Conflicting Conditions 41
Construction Schedule and Periodic Estimates 24
Contract and Contract Documents 1
Contract Security 29
Contract Termination 51
Contractor's and Subcontractor's Insurance 28
Contractor's Obligations 11
Contractor's Title to Material 6
Correction of Work 20
Definitions 2
Employment of Local Labor 57
Equal Employment Opportunity 53
Extras 18
General Guaranty 40
Historical Preservation 59
Inspection 14
•
Inspection and Testing of Materials. 7
Land and Rights -of -Way 39
Materials, Services and Facilities 5
v
Subject
Section
Minimum Wages 45
Mutual Responsibility of Contractors 32
Notice and Service Thereof 42
"Or Equal" Clause 8
Other Prohibited Interests 54
Overtime Requirements 52
Patents 9
Payments by Contractor 27
Payment to Contractor 25
Payrolls and Basic Records 47
Protection of Work and Property -Emergency 13
Quantities of Estimate 38
Reports, Records and Data 15
Required Provisions Deemed Inserted 43
Right of Owner to Terminate Contract 23
Safety and Health Regulations for Construction. ; 44
Separate Contracts 33
Shop or Setting Drawings 4
Signs 58
Stated Allowances - 36
Subcontracting . 34
Subcontractors 50
Subsurface Conditions Found Different 21
Superintendence by Contractor 16
Surveys, Permits, and Regulations 10
Suspension of Work 56
Time for Completion and Liquidated Damages ' 19
Use and Occupancy Prior to Acceptance by Owner . 55
Use of Premises and Removal of Debris 37
Weather Conditions 12
Withholding of Payments 46
ADDENDUM ONE
TO'
GENERAL CONDITIONS
The following additions should be made to the General Conditions, dated
April 1976.
Add New Paragraph 61 to Read:
61. 10 PERCENT MINORITY BUSINESS UTILIZATION COMMITMENT
The contractor agrees to expend at least 10 percent of the contract,
if awarded, for bona fide minority business enterprises. For
purposes of this paragraph the term "minority business enterprise"
means a business at least 50 percent of which is owned by minority
group membersor, in case of a publicly owned business, at least
51 percent of the stock of which is owned by minority group members.
For purposes of the preceding sentence "minority group members"
are citizens of the United States who are Negroes, Spanish-speaking,
Orientals, Indians, Eskimos, and Aleuts.
No partial or complete waiverof the foregoing requirement shall be
granted by the Owner and approved by the Economic Development
Administration other than in exceptional circumstances. To
justify a waiver it must be shown that every feasible attempt has
been made to comply, and it must be demonstrated that sufficient,
relevant, qualified minority business enterprises (which can perform
sub -contracts or furnish supplies beyond those already specified
in the contract bid) are unavailable in the market area of the
project to enable meeting the 10 percent minority business enterprise
goal.
If it appears that less than 10 percent of the contract funds (or
whatever lower percentage has been authorized by waiver) will be
expended to such enterprises, this contract will be suspended or
terminated unless (a) the expenditure shortfall is not the fault
of the contractor or (b) the contractor satisfactorily demonstrates
it will make up for the shortfall during the balance of the contract
period. Any waivers hereunder are subject to the approval of the
Economic Development Administration.
The contractor further agrees to cooperate with the Owner in
furnishing the Economic Development Administration with reports on
minority business enterprise utilization after award and at 40
percent completion of the project.
- 2 -
Failure to comply with the terms of this Paragraph orito use (as
may be modified by waiver) minority business enterprises as stated
,in;;the contractor's assurance constitutes breach of this contract.'
Add New Paragraph 62 to Read:
62. EMPLOYMENT OF ILLEGAL ALIENS
.During the performance of this,contract the contractor agrees not
to employ on such project any alien in the United States in
. violation of the Immigration and Nationality Act or any other law,
convention, or treaty of the United States relating to the
• immigration, exclusion', deportation, or expulsion of aliens.
The contractor will include the provisions of the preceding paragraph
in(every subcontract so that such provisions will be binding upon •
each subcontractor.
Add New Paragraph 63 to Read:
63. UTILIZATION OF UNITED STATES PRODUCTS
The contractor agrees to use and cause, to be used in such project
by'}a11 his subcontractors, only such unmanufactured articles,
materials, and supplies as have been mined or produced in the
United States, and only such manufactured articles, materials, and
-
supplies as have been manufactured in the United States substantially
all from articles,materials, and supplies mined, produced, or
manufactured, as the case may be, in the United States. EDA may
determine that for specific projects this requirement does not
apply.
Add New Paragraph 64 to Read:
64. EMPLOYMENT OF VETERANS
The contractor agrees to provide certification that special
consideration, consonant with existing applicable collective
bargaining agreements and practices, shall be given toi the employment
on the project of qualified disabled veterans as defined in 38
USC' 2011(1), and to qualified Vietnam -era veterans, as defined in
38 USC 2011(2)(A).
GENERAL CONDITIONS
I. CONTRACT AND CONTRACT DOCUMENTS
The Plans, Specifications and Addenda, hereinafter enumerated in paragraph I of the Supplemental General Conditions,
shall form part of the contract, and the provisions thereof shall be as binding upon the parties hereto as if they were
herein fully set forth. The table of contents, titles, headings, running headlines and marginal notes contained herein and •
in said documents are solely to facilitate reference to various provisions of the contract documents and in no way affect,
limit, or cast light on the interpretation of the provisions to which they refer.
2. DEFINITIONS
The following terms as used in these General Conditions are respectively defined as follows:
a. "Contractor": A person, firm or corporation with whomthis Contract is made by the Owner. (The Owner is referred
• to by EDA, in other documents, as the Grantee/Borrower).
• b. "Subcontractor": A person, firm or corporation supplying labor and materials or only labor for work at the site of
the project for, and under separate contract or agreement with, the Contractor.
c. "Work on (at) the project": Work to be performed at the location of the project, including the transportation of
materials and supplies to or from the location of the project by employees of the Contractor and any Subcontractor.
d. "Apprentice": (1) A person employed and individually registered in a bona fide apprenticeship program registered
with the U.S. Department of Labor, Bureau of Apprenticeship and Training, or with a State apprenticeship agency
recognized by the Bureau; or (2) a person in his first 90 days of probationary employment as an apprentice in such an
apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau
of Apprenticeship and Training or a State Apprenticeship Council (where appropriate) to be eligible' for
probationary employment as an apprentice.
e: "Trainee": A person receiving on-the-job training in a construction occupation under a program which is approved
(but not necessarily sponsored) by the U.S. Department of Labor, Manpower Administration, Bureau of
Apprenticeship and Training, and which is reviewed from time to time by the Manpower Administration to insure
that the training meets adequate standards. •
3. ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS
The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included
in the contract.
The additional drawings and instructions thus supplied to the Contractor will coordinate with the contract documents.
The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The
Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates at which special detail
drawings will be required, such drawings, if any, to be furnished by the Architect/Engineer in accordance with said
schedule, and(b) a schedule fixing the respective dates for the submission of shop drawings, the beginning of manufacture
testing and installation of materials, supplies and equipment, and the completion of the various parts of the work; each
such schedule to be subject to change from.time to time in accordance with the progress of the work.
4. SHOP OR SETTING DRAWINGS
The Contractor shall submit promptly to the Architect/Engineer two copies of each shop or setting drawing prepared in
accordance with the schedule predetermined as aforesaid. After examination of such drawings by the Architect/Engineer
and the return thereof, the Contractor shall make such corrections to -the drawings as have been indicated and shall
furnish the Architect/Engineer with two corrected copies. Regardless of corrections made in'or approval given to such
drawings_by the Architect/Engineer, the Contractor will nevertheless be responsible for the accuracy of such drawings
and for their conformity to the Plans and specifications. unless he notifies the Architect/Engineer, in writing, of any
deviations at the time he furnishes such drawings.
5. MATERIALS, SERVICES AND FACILITIES
It is understood that, except as otherwise specifically stated in the contract documents, the Contractor shall -provide and
pay .for all materials, labor, tools, equipment. wafer, light, power. transportation. superintendence, temporary •
construction of every nature, and all other services and facilities of every nature whatsoever necessary to execute,
complete, and deliver the work within the specified time.
Any work necessary to be performed after regular hours, on Sundays or Legal Holidays, shall 'be performed without
additional expense to the Owner.
6. CONTRACTOR'S TITLE TO MATERIAL
No materials 'or supplies for the work shall be purchased by the Contractor or by any subcontractor subject to any
chattel mortgage or under a conditional sale contract or other agreement by which an interest,is retained by the seller.
The Contractor warrants that he has good title to all materials and supplies used by him in the work. free from all liens.
claims or encumbrances.
7. INSPECTION AND TESTING OF MATERIALS
All materials and equipment used in the construction of the project shall be subject to adequate inspection and testing in
accordance with accepted standards. The laboratory or inspection agency shall be selected by the Owner. The Owner will
pay for all laboratory inspection service direct, and not as a part of the contract.
Materials of construction. particularly those upon which the strength and durability of the structure may depend, shall
be subject to inspection and testing to establish conformance with specifications and suitability for users intended. - '
8. "OR EQUAL" CLAUSE
Whenever a material, article or piece of equipment is identified on the Plans or in the Specifications by reference to
manufacturers' or vendors' names, tradenames, catalogue numbers, etc., it is intended merely to establish a standard;
and, any material, article, or equipment of other manufacturers and vendors which will perform adequately the duties
imposed by the general design will be considered equally acceptable provided the material, article, or equipment so
proposed is, in the opinion of the Architect/Engineer, of equal substance and function. It shall not be purchased or
installed by the Contractor without the Architect/Engineer's written approval.
9. PATENTS
The Contractor shall hold and save the Owner and its officers, agents, servants, and employees harmless from liability of
any nature or kind, including cost and expenses for, or on account of. any patented or unpatented invention, process,
article, or appliance manufactured or used in the performance of the contract, including its use by the Owner, unless
otherwise specifically'stipulated in the contract documents. • _
2
License or Royalty Fee: License and/or Royalty Fees for the use of a process which is authorized by the Owner of the -
project must be reasonable, and paid to the holder of the patent. or his authorized licensee, direct by the Owner and not
by or through the Contractor.
•
If the Contractor uses any design, device or materials covered by letters, patent or copyright, he shall provide for such
use by suitable agreement with the Owner of such patented or copyrighted design. device or material. It is mutually
agreed and understood that, without exception, the contract prices shall include all royalties or costs arising from the use
of such design, device or materials, in any way involved in the work. The Contractor and/or his Sureties shall indemnify
and save harmless the Owner of the project from any and all claims for infringement by reason of the use of such
patented or copyrighted design, device or materials or any trademark or copyright in connection with work agreed to be
performed -under this contract, and shall indemnify the Owner for any cost, expense or damage which it may be obliged
to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work: - •
10. SURVEYS, PERMITS AND REGULATIONS
Unless otherwise expressly provided for in this contract, the Owner will furnish to the Contractor all surveys necessary
for the execution of the work. The Contractor shall procure and pay for all permits. licenses and approvals necessary for •
the execution of his contract. The Contractor shall comply with all laws, ordinances, rules, orders, and regulations
relating to the performance of the work, the protection of adjacent property. and the maintenance of passageways, guard
fences or other protective facilities. .
I1. CONTRACTOR'S OBLIGATIONS"
The Contractor shall and will, in good workmanlike manner, do and perform all work and furnish all supplies and
materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified. necessary or
proper to perform and complete all the work required by this contract, within the time herein specified, in accordance
with the provisions of this contract and said specifications and in accordance with the plans and drawings covered by this
contract and any and all supplemental plans and drawings, and in accordance with the directions of the Architect/
Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain and remove such
construction plant and such temporary works as may be required. The Contractor shall observe, comply with, and he
subject to:all terms, conditions, requirements, and limitations of the contract and specifications. and shall do; carry on.
and complete the entire work to satisfaction of the Architect/Engineer and the Owner.
•
12. WEATHER CONDITIONS
In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall
direct, the Contractor will, and will cause his subcontractors to protect carefully his and their 'work and
materials against damage or injury from the weather. If, in the opinion, of the Architect/Engineer, any work or
materials shall have been damaged or injured by reason of failure on the part of the Contractor or any of his
subcontractors to so protect his work, such materials shall be removed and replaced at the expense of the Contractor.
13. PROTECTION OF WORK AND PROPERTY —EMERGENCY
The Contractor shall at all times safely guard the Owner's property from injury or loss in connection with this contract.
He shall at all times safely guard and protect his own work, and that of adjacent property. from damage. The Contractor:
shall replace or make good any such damage, loss or injury unless such be caused directly by errors contained in the
contract or by the Owner, or his duly authorized representative. - In case of an emergency which threatens loss or injury of property and/or safety of life, the Contractor will be allowed to •
act, without previous instructions from the Architect/Engineer, in a diligent manner. He shall notify the Architect/
Engineer immediately thereafter. Any claim for compensation by the Contractor due to such extra work shall be-
, promptly submitted to the Architect/Engineer for approval.
Where the Contractor has not taken action but has notified the Architect/Engineer of an emergency threatening injury
to persons or damage to the work or any adjoining property, he shall act as instructed or authorized by the Architect/
Engineer.
The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the
manner provided in paragraph 17 of the General Conditions.
14. INSPECTION,'
The authorizedrepresentatives and agents of the Economic Development Administration shall be permitted to inspect
all work, materials,payrolls, records of personnel, invoices of materials, and other relevant data and records.
15. REPORTS', RECORDS AND DATA
The Contractor -shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports,
estimates, records and other data as the Owner may request concerning work performed or to be performed under this
contract.
16. SUPERINTENDENCE BY CONTRACTOR III
At the site of the work, the Contractor shall employ a construction superintendent or foreman who shall have full
authority to act for the Contractor. It is understood that such representative shall be acceptable to the Architect/
Engineer. �.
17. CHANGES IN WORK
No' changes in.the work covered by the approved contract documents shall be made without having prior written
approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or
more, or a combination of the following methods:
a, Unit bid prices previously approved.
b. - An agreed lump sum.
c. The actual�'cost of:
(I) Labor, including foremen;
it '
(2) Materials entering permanently into the work;
(3) The ownership or rental cost of constructionplant and equipment during the time f.use on the extra work;
(4) Power and consumable supplies for the operation of power equipment;
(5) Insurance;
(0) Social Security and old age and unemployment contributions.
To the cost under 17c, there shall beadded a fixed fee to be agreed upon but not to exceed fifteen percent (15%) of the
estimated cost!'of the work. The fee shall be compensation to cover the cost of supervision, overhead, bond, profit and
any other general expenses.
4
18. EXTRAS
Without invalidating the contract, the Owner may order extra work of the kind bid upon or make changes by altering.
adding to or deducting from the work, the contract sum being adjusted accordingly, and the consent of the Surety being
first obtained where necessary or desirable. All the work of the kind bid upon shall be paid for at the price stipulated in
the proposal, and no claims for any extra work or materials shall be allowed unless the work is ordered in writing by the
Owner or. its Architect/Engineer, acting officially for the Owner, and the price is stated in the order.
19. TIME FOR COMPLETION AND LIQUIDATED. DAMAGES
It is hereby understood and mutually agreed. by and between the Contractor and Owner, that the date of beginning and
the time for completion as specified in the contract of work to be done hereunder are ESSENTIAL CONDITIONS of
this contract; and it is further mutually understood and agreed that the work embraced in this contract shall be
commenced on a date to be specified in the Notice to Proceed.
The Contractor agrees that said work shall .be prosecuted regularly, diligently, and uninterruptedly at such rate of
progress as will insure full completion thereof within the time specified. It is expressly understood and agreed, by and
between the Contractor and the Owner, that the time for the completion of the work described herein is a reasonable
time for the completion of the same, taking into consideration the average climatic range and usual industrial conditions
prevailing in this locality.
If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified, or any proper
extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding
of this contract, to pay to the Owner the amount specified in the contract, not as a penalty but as liquidated damages for
such breach of contract as hereinafter set forth, for each and every calendar day that the Contractor shall be in default
after the time stipulated in the contract for completing the work. •
The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability
and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and laid
amount is agreed to be the amount of damages:which the Owner would sustain and said amount shall be retained from
time to time by the Owner from current periodical estimates. ..
It is further agreed that time is of the essence of each and every portion of this contract and of the specification wherein
a definite and certain length of time is fixed for the performance of any:act whatsoever; and where under the contract an
additional time is allowed for the completion of any work, the new time limit fixed by such extension shall be of the
essence of this•contract. Provided that the Contractor shall not be charged with liquidated damages or any excess cost
when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are
acceptable to the Owner; Provided further, that the Contractor shall not be charged with liquidated damages or any
excess cost when the delay in completion of the work is due:.
a. To any preference, priority or allocation order duly issued by the Government;
b. To unforeseeable cause beyond the control and without the fault or negligence of the Contractor, including but not
restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance
of a contract with the Owner, fires, floods, epidemics. quarantine restrictions, strikes, freight embargoes, and
severe weather; and
c. To any delays of subcontractors or suppliers occasioned by any ofithe causes specified in subsections a and b of this
article; Provided further that the Contractor shall, within ten (10) days from the beginning of such delay, unless the
Owner shall grant a further period of time prior to the date of final settlement of the contract, notify the Owner, in
writing, of the cause of delay, who shall ascertain the facts and extent of the delay and notify the Contractor within
a reasonable time of its decision in the matter.
5
20. CORRECTION OF WORK
All work, all materials, whether incorporated in the work or not, all processes of manufacture, and all methods of
construction shall be at all times and places subject to the inspection of the Architect/Engineer who shall be the final
judge of the quality and suitability of the work, materials, processes of manufacture, and methods of construction for the
purposes for which the; are used. Should they fail to meet his approval they shall be forthwith reconstructed, made good,
replaced and/or corrected, as the case may be, by the Contractor at his own expense. Rejected material shall immediately
be removed from the site. If, in the opinion of the Architect/Engineer, it is undesirable to replace any defective or
damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the
contract documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in
the judgment of the Architect/Engineer shall be equitable.
21. SUBSURFACE CONDITIONS FOUND DIFFERENT
Should the Contractor encounter subsurface and/or latent conditions at the site materially differing from those shown
on the Plans or 'indicated in the Specifications, he shall immediately give notice to the Architect/Engineer of such
conditions before they are disturbed. The Architect/Engineer will thereupon promptly investigate the conditions, and if
he finds that they materially differ from those shown on the Plans or indicated in the Specifications, he will at once make
such changes in the Plans and/or Specifications as he may find necessary, and any increase or decease of cost resulting
from such changes to be adjusted in the manner provided in paragraph 17 of the General Conditions.
22. CLAIMS FOR EXTRA COSTS
No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order of the
Architect/Engineer approved by the Owner, as aforesaid, and the claim presented with the first estimate after the
changed or extra work is done. When work is performed under the terms of subparagraph 17(c) of the General
Conditions, the Contractor shall furnish satisfactory bills, payrolls, and vouchers covering all items of cost and, when
requested by the Owner, give the Owner access to accounts relating thereto.
23. RIGHT OF THE OWNER TO TERMINATE CONTRACT
In the event that any of the provisions of this contract are violated by the Contractor, or by any of his subcontractors, the
Owner may serve written notice upon the Contractor and the Surety of its intention to terminate the contract, such
• notices to contain ��the reasons for such intention to terminate the contract, and unless within ten (10) days after the
serving of such notice upon the Contractor, such violations or delay shall cease and satisfactory arrangement or
correction be made, the contract shall, upon the expiration of said ten (10) days, cease and terminate. In the event of any
such termination, the Owner shallimmediately serve notice thereof upon the Surety and the Contractor, and the Surety
shall have the right to take over and perform the contract; Provided, however, that if the Surety does not commence
performance thereof within ten (10) days from the date of the mailing to such Surety of notice of termination, the Owner
may take over the work and prosecute the same to completion by contract or by force account for the account and at the
expense of the Contractor, and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned
by the Owner thereby, and in such event the Owner may take possession of and utilize in completing the work, such
materials, appliances, and plant as may be on the site of the work and necessary therefor.
24. CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES
Immediately after execution and delivery of the contract, and before the first partial payment is made, the Contractor
shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner, showing the
proposed dates of commencement and completion of each of the various subdivisions of work required under the
Contract Documents and the anticipated amount of each monthly payment that will become due 'the Contractor in
6
accordance with the progress schedule. The Contractor shall also furnish on forms to be supplied by the Owner (a) a
detailed estimate giving a complete breakdown of the contract price and (b) periodic itemized estimates of work done for
the purpose of making partial payments thereon. The costs employed in making up any of these schedules will be used
only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or
deductions from the contract price.
25. PAYMENT. TO CONTRACTOR
Not later than the —day of each calendar month, the Owner shall make a Progress payment to the Contractor on the
basis of a duly certified and approved estimate of the work performed during the preceding calendar month under the
contract. To insure proper performance of the contract, the Owner shall retain ten percent (10%) of the amount of each
estimate until final completion and acceptance of all work covered by the contract.
In preparing estimates, the material delivered on the site and preparatory work done may be taken into consideration.
All material and work covered by partial payments made shall thereupon become the sole property of the Owner, but
this provision shall not be construed as relieving the Contractor from the sole responsibility for the care and protection
of materials and work upon which payments have been made or the restoration of any damaged work, or as a waiver of
the right of the Owner to require fulfillment of all the terms of the contract.
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of the:lawful
demands of subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof,
equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this
contract. The Contractor shall, at the Owner's request, furnish satisfactory evidence that all obligations of the nature
hereinabove designated have to be paid, discharged, or waived. If the Contractor fails to do so, then the Owner may,
after having served written notice on the said Contractor, either pay unpaid bills, of which the Owner has written notice,
direct, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any
and all such lawful claims until satisfactory evidence is furnished that -all liabilities have been fully discharged whereupon
payment to the Contractor shall be resumed, in accordance with the terms of this contract, but in no event shall the
provisions of this sentence be construed to impose any obligations upon the Owner to either the Contractor or his Surety.
In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor. and any payment
so made by the Owner, shall be considered as a payment made under the contract by the Owner to the Contractor, and
the Owner shall not be liable to the Contractor for any such payment made in good faith.
26. ACCEPTANCE OF FINAL PAYMENT AS RELEASE
The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims and
all liability to the Contrctor for all things done or furnished in connection with this work and for every act and neglect
of the Owner and others relating to br arising out of this work. No payment, however, final or otherwise, shall operate to
release the Contractor or his Sureties from any obligation under this contract or the Performance and Payment Bond.
•
27. PAYMENTS BY CONTRACTOR
The Contractor shall pay (a) for all transportation and utility services not later than the 20th day of the calendar month
following that in which services are rendered, (b) for all materials, tools, and other expendable equipment to the extent of
90% of the cost thereof, not later than the 20th day of the calendar month following that in which such materials, tools,
and equipment are delivered at the site of the project, and the balance of the cost thereof not later than the 30th day
following the completion of that part of the work in or on which such materials, tools, and equipment are incorporated
or used, and (c) to each of his subcontractors, not later than the 5th day following each payment to the Contractor, the
respective amounts allowed the Contractor on account of the work performed by his subcontractors to the extent of each
subcontractors interest therein.
28. CONTRACTOR'S AND SUBCONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all the insurance required under this
paragraph and such insurance has been approved by the Owner, nor shall the Contractor allow any subcontractor to
commence work on his subcontract until the insurance required of the subcontractor has been so obtained and approved:
a. Compensation Insurance. The Contractor shall procure and shall maintain during the life of this contract Work-
men's Compensation Insurance as required by applicable State or territorial law for all ,of his employees to be
engaged in' work at the site of the project under this contract and, in case of any such work sublet, the Contractor
shall require the subcontractor similarly to provide Workmen's Compensation Insurance for all of the latter's
employees to be engaged in such work unless such employees are covered by the protection afforded by the Con-
tractor's Workmen's Compensation Insurance. In acne any class of employees engaged ini'hazardous work on the
project underthis contract!is not protected under the Workmen's Compensation Statute, the Contractor shall pro-
vide and shall cause each sybcontractor to provide adequate employer's liability insurance for the protection of such
of his employees as are not otherwise protected.
b. Contractor's Public Liability and Property Damage Insurance and Vehicle Liability•Insurance. The Contractor
shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance,
Contractor's Property Damage Insurance and Vehicle Liability Insurance in the amounts specified in paragraph 3 of
the Supplemental General Conditions.
c. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance. The Contractor
shall either (I) require each of his subcontractors to procure and to maintain during the life of his subcontract,
Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type and in
the amounts specified in paragraph 3 of the Supplemental General Conditions specified 'in subparagraph b hereof,
or, (2) insure the activities of his subcontractors in his policy, specified in subparagraph b hereof.
d. Scope of Insurance and Special Hazards: The insurance required under subparagraphs b and c hereof shall provide
adequate protection for the Contractor 'and his subcontractors. respectively. against damage claims which may
arise from operations under this contract, whether such operations be by the insured or by any one directly or
indirectly employed byhim and, also against any of the special hazards which may be encountered in the
performance of this contract as enumerated in paragraph 3 of the Supplemental General Conditions.
e. Builder's Risk Insurance (Fire and Extended Coverage). The Contractor shall procure and shall maintain during the
life of this contract Builder's Risk Insurance (Fire and Extended Coverage) on a 100 percent (100%) completed
value basis on the insurableportionof the project. The Owner, the Contractor, and subcontractors (as their interests
may appear) shall be named as the Insured.
f. Proof of Carriage of Insurance. The Contractor shall furnish the Owner with certificates showing the type, amount.
class of operations covered, effective dates and dates of expiration of policies. Such certificates shall also contain
substantially the following statements: "The insurance covered by this certificate will not be cancelled or materially
altered, except after ten (10) days written notice has been received by the Owner."
29. CONTRACT SECURITY
The Contractor shall furnish. a performance bond in an amount at least equal to one hundred percent (100%) of the
contract price as security for the faithful performance of this contract and also a payment bond in an amount equal to
one hundred percent (100%) of the contract price or in a penal sum not less than that prescribed by State, territorial or
local law, as security for the payment of all persons performing labor on the project under this contract and furnishing
materials in connection with this contract. The Performance bond and the Payment bond may be in one or in separate
instruments in accordance with local law. Before final acceptance, each bond must be approved by the Economic
Development Administration.
8
30. ADDITIONAL OR SUBSTITUTE BOND
If at any time the Owner for justifiable cause, shall be or become dissatisfied with the Surety or Sureties. for the
Performance and/or Payment Bonds, the Contractor shall within five (5) days after notice from the Owner to do, so,
substitute an acceptable bond (or bonds) in such form and sum and signed by such other Surety or Sureties as may be
satisfactory to the Owner, The premiums on such bond shall be paid by the Contractor. No further payments shall be
deemed due nor shall be made until the new Surety or Sureties shall have furnished such anacceptable bond to the
Owner.
31. ASSIGNMENTS
The Contractor shall not assign the whole or any part of this contract or any moneys due or to become due hereunder
without written consent of the Owner. In case the Contractor assigns all or any part of any moneys due or to become due
under this contract, the instrument of assignment shall contain a clause substantially to the effect that it is agreed that the
right of the assignee in and to any moneys due or to become due to the Contractor shall be subject to prior claims of all.
persons, firms and corporations for services rendered or materials supplied for the performance of the work called for in
this contract.
•
32. MUTUAL RESPONSIBILITY OF CONTRACTORS
If, through acts of neglect on the part of the Contractor, any other Contractors or any subcontractor shall suffer loss of
damage on work, the Contractor agrees to settle with such other Contractor or subcontractor by agreement or
arbitration if such other Contractor or subcontractor will so settle. If such other Contractor or subcontractor shall assert
any claim against the Owner on account of any damage alleged to have been sustained, the Owner shall notify the
Contractor, who shall indemnify and save harmless the Owner against any such claim.
33. SEPARATE CONTRACTS
The Contractor shall coordinate his operations with those of other Contractors. Cooperation will be required in the
arrangement for the storage of materials and in the detailedexecution of the work. The Contractor. including his
subcontractors, shall keep informed of the progress and the detail work of other Contractors and shall notify the
Architect/Engineer immediately of lack of progress or defective workmanship on the part of other Contractors. Failure
of'a Contractor to keep informed of the work progressing on the site and failure to give notice of lack of progress or
defective workmanship by others shall be construed as acceptance by him of the status of the work as being satisfactory
for proper coordination.with his own work.
34. SUBCONTRACTING
The Contractor may utilize the services of specialty subcontractors on those parts of .the work which, under normal
contracting practices, are performed by specialty subcontractors,
The Contractor shall not award any work to any subcontractor without prior written approval of the Owner, which
approval will not be given until the Contractor submits to the Owner a written statment concerning the proposed award
to the subcontractor, which statement will contain such information as the Owner may require.
The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors, and of persons
either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him.
The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcon-
tractors to the Contractor by the terms of the General Conditions and other contract documents insofar as applicable to
the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the
Owner may exercise over the Contractor under any provision of the contract documents.
Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner.
9
35. ARCHITECT/ENGINEER AUTHORITY
The Architect/Engineer shall give all orders and directions comtemplated under this contract and specifications .
relative to the execution of the work. The Arrchitect/Engineer shall determine the amount, quality, acceptability, and
fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all
questions which may arise in relation to said work and the construction thereof. The Architect/Engineer's estimatesand
decisions shall be final and conclusive, except as herein otherwise expressly provided. In case any question shall arise
between the parties hereto relative to said.contract or specifications, the determination or decision of the Architect/
Engineer shall be a condition precedent to the right of the Contractor to receive any money ori,payment for work under
this contract affected in any manner or to any extent by such question.
The Architect/Engineer shall decide the meaning and intent of any portion of the specifications and of any plan or
drawings where the same may be found obscure or be in dispute. Any differences or conflicts in regard to their work
which may arise between the Contractor under this contract and other Contractors performing work for the Owner shall
be adjusted and determined by the Architect/Engineer.
36. STATED ALLOWANCES ii
The Contractor shall include in his proposal the cash allowances stated in paragraph 2 of the Supplemental General
Conditions. The Contractor shall purchase the "Allowed Materials" as directed by the Owner on the basis of the
. lowest and best bid of at least three competitive bids. If the actual price for purchasing the 7"Allowed Materials" is
more or less than the "Cash Allowance," the contract price shall be adjusted accordingly. The adjustment in contract
price shall be made on the basis of the purchase price without additional charges for overhead, profit; insurance or
any other incidental expenses. The cost of installation of the 'Allowed. Materials" shall be included. in the applicable
sections of the contract Specifications covering this work.
37. USE OF PREMISES AND REMOVAL OF DEBRIS
The Contractor expressly undertakes at his own expense: -
To take every precaution against injuries to persons or damage to property;
b. To store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will
not unduly interfere with the progress of his work or the work of any other contractors;
c. To place upon the work or any part thereof only such loads as are consistent with the safety of that portion of the
.. work;
d. To clean up frequently all refuse, rubbish, scrap materials, and debris caused by his operations, to the end that at
all times the site of the work shall present a neat, orderly and workmanlike appearance;
e. Before final payment to remove all surplus material, falsework, temporary structures, including foundations thereof,
plant of any description and debris of every nature resulting from his operations, and to put the site in a neat,
orderly condition; 1'
f. To effect all cutting, fitting or patching of his work required to make the same to conform to the plans and specifica-
tions. and, except with the consent of the Architect/Engineer, not to cut or otherwise alter the work of any other
Contractor.
10 "
38. QUANTITIES OF ESTIMATE
Wherever the estimated 'quantities of work to be done and materials to be furnished on a unit price basis under this
contract are shown in any of the documents including the proposal, they are given for use in comparing bids, and the
right is expressly reserved, except as herein otherwise specifically limited, to increase or diminish them as may be
deemed reasonably necessary or desirable by the Owner to complete the work contemplated by this contract. and such
increase or diminution shall in no way vitiate this contract, nor shall any such increase or diminution give cause for
claims or. liability for damages.
39. LAND AND RIGHTS -OF -WAY
Prior to the start of construction, the Owner shall obtain all land rights -of -way necessary for the carrying out and
completion of work to be performed under this contract.
40. GENERAL GUARANTY
Neither the final certificate of payment nor any provision in the contract documents nor partial or entire occupancy
of the premises by the Owner shall constitute an acceptance of work not doneinaccordance with the contract documents
or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or work-
manship. The Contractor shall remedy any defects in the work and pay for any damage to other work resulting there •
-
from, which shall appear within a period of one year from the date of final acceptance of work unless a longer period •
is specified. The Owner will give notice of observed defects with reasonable promptness.
41. CONFLICTING CONDITIONS
Any provision in any of the contract documents which may be in conflict or inconsistent with any of the paragraphs
in these General Conditions shall be void to the extent of such conflict or inconsistency.
42. NOTICE AND SERVICE THEREOF
Any notice to any Contractor from the Owner relative to any part of this contract shall be in writing and considered
delivered and the service thereof completed, when said notice is posted, by certified or registered mail. to the said Con-
tractor at his last given address, or delivered in person to said Contractor or his authorized representative on the work.
43. REQUIRED PROVISIONS DEEMED INSERTED
Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted
herein and the contract shall be read and enforced as though it were included herein, and if through mistake or other-
wise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract
shall forthwith be.physically amended to make such insertion or correction.
44. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
In order to protect the lives and health of his employees under the contract, the Contractor shall comply with all perti-
nent provisions of the Contract Work Hours and Safety Standards Act, as amended, commonly known as the Construc-
tion Safety Act as pertains to health and safety standards; and shall maintain an accurate record of all cases of death,
occupational disease, and injury requiring medical attention or causing loss of time from work, arising out of and in
the course of employment on work under the contract.
The Contractor alone shall be responsible for the safety, efficiency, and adequacy of his plant, appliances, and methods.
and for any damage which may result from their failure or their improper construction, maintenance, or operation.
11
45. MINIMUM WAGES
All mechanics and laborers employed or working upon the site of the work, or under the United States Housing Act
of 1937, or under the Housing.Act of 1949 in the construction or development of the project; will be paid uncondi-
tionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such
payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR
Part 3)), the full amounts due at time of payment computed at wage rates not less than those contained in the wage
determination decision of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any
contractual relationship which may be alleged to exist between the Contractor and subcontractorand such laborers and
mechanics; and the wage determination decision shall be posted bytheContractor at the site of the work in a prominent
place where it can be easily seen by the workers. For the purpose of this clause, contributions made or costs reasonably
anticipated under section I (b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid
to such laborers or,mechanics, subject to the provisions of 29 CFR 5.5 (a) ( I ) (iv).
Also for the purpose of this clause, regular contributions made or costs incurred for more than a weekly period under
plans, funds, or programs, but covering the particular weekly period. are deemed to be constructively made or incurred
during such weekly period. p,
The Owner shall require that any class of laborers or mechanics, including apprentices and trainees, which is not listed
in the wage determination and which is to be employed under the contract. shall be classified or reclassified conformably
to the wage determination and a report of the action taken shall be sent by the Federal agency to the Secretary of
Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular
class of laborerslandmechanics, including apprentices and trainees, to be used, the question accompanied by the rec-
ommendation of the contracting officer shall be referred to the Secretary for final determination. II
The Owner shall require whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics
includes a fringe benefit which is not expressed as an hourly wage rate and the contract is obligated to pay a cash equiv-
alent of such a fringe benefit, an hourly cash equivalent thereof to be established. In the event the interested parties
cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the recommendation of the
Owner, shall be referred to the Secretary of Labor for determination. I!
If the Contractor does not make payments to a trustee or other third person, he may consider a5 part of the wages of
any laborer or mechanic the amount of any costs reasonably anticipated in providing benefits under a plan or program
of a type expressly listed in the wage determination decision of the Secretary of Labor which is apart of this contract;
provided, however, the Secretary of Labor has found, upon the written request of the contractor, that the applicable
standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a
separate account assets for the meeting of obligations under the plan or program.
The Contractor agrees to comply with Executive Order 11588. issued March 29. 1971, and any other Executive Order,
statute, or regulation regarding the stabilization of wages and prices in the construction industry. r.
46. WITHHOLDING OF PAYMENTS
The Economic Development Administration may withhold or.cause to be withheld from the contractor so much of the
accrued payments,or advances as may be considered necessary to pay laborers and mechanics, including apprentices
and trainees, employed by the contractor or any subcontractor on the work the full amount of wages required by the
contract. In the event of failure to pay any laborer or mechanic, including any apprentice or trainee employed or working
on the site of the work or .under the United States Housing Act of 1937 or under the Housing Act of 1949 in the con-
struction or development of the project, all or part of the wages required by the contract, the Economic Development
Administration may, after written notice to the contractor, sponsor, applicant, or Owner, take such action as may be
necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have
ceased. !'
12
47. PAYROLLS AND BASIC RECORDS
Payrolls and basic records relating thereto will be maintained during the course of the work and preserved for a period
of three years thereafter for all laborers and- mechanics working at the site of the work, or under the United States
Housing Act of 1937 or under the Housing Act of 1949, in the construction or development of the project. Such records
will contain the name and address of each employee, his correct classification, rates of pay (including rates of contribu-
tions or costs anticipated of the types described in section I (b) (2) of the Davis -Bacon Act), daily and weekly number
of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR
5.5 (a) (I) (iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in
providing benefits under a plan program described in section 1 (b) (2) (B) of the Davis -Bacon Act, the Contractor shall
maintain records which show that the commitment to provide such benefits is enforceable, that the plan 'or program
is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics
affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.
The Contractor will submit weekly a copy of all payrolls to the Economic Development Administration if the agency
is a party to the contract, but if the agency is not such a party, the Contractor will submit the payrolls to the applicant,
sponsor, or Owner, as the case may be, for transmission to the Economic Development Administration. The copy shall
be accompanied by a statement signed by the employer or his agent indicating that the payrolls are correct and complete,
that the wage ratescontainedtherein are not less than those determined by the Secretary of Labor and that the classi
fications set forth for each laborer or mechanic conform with the work he performed. A submission of a "Weekly
Statement of Compliance" which is required under this contract and the Copeland regulations of the Secretary of
Labor (29 CFR Part 3) and the filing- with the initial payroll or any subsequent payroll of a copy of any findings by
the Secretary of Labor under 29 CFR 5.5 (a)(I)(iv)shall satisfy this requirement. The Prime -Contractor shall be respon-
sible for the submission of copies of payrolls of all Subcontractors. The Contractor will make the records required
under the labor standards clause of the contract available for inspection by authorized representatives of the Economic
Development Administration and the Department of Labor, and will permit such representatives to interview employees
during working hours on the job. -
48. APPRENTICES AND TRAINEES
Apprentices will be permitted to work as such only when they are registered, individually, under a bona fide apprentice-
ship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and
Training, U.S. Department of Labor; or, if no such recognized agency exists in a State, under a program registered
with the Bureau of Apprenticeship and Training, U.S. Department of Labor. The allowable ratio of apprentices to
journeymen in any craft classification shall not be greater than the ratio permitted to the Contractor as to his entire
work force under the registered program. Any employees listed on a payroll at an apprentice wage rate, who is not a
trainee as defined in section 2e or is not registered as above, shall be paid the wage rate determined by the Secretary
of Labor for the classification of work he actually performed. The Contractor or subcontractor will be required to
furnish to the Owner written evidence of the registration of his program and apprentices as well as of the appropriate
ratios and wage rates, for the area of construction prior to using any apprentices on the contract work.
Trainees will permitted to work as such when they are bona fide trainees employed pursuant to a program approved
by the U.S. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training, and where the
subparagraph below is applicable, in accordance with the provisions of Part 5a, Subtitle A, Title 29. Code of Federal
Regulations. -
On contracts in excess of $10,000, the employment of all laborers and mechanics, including apprentices and trainees,
as defined in Section 2 shall also -be subject to the provisions of Part Sa, Subtitle A, Title 29, Code of Federal -Regula-
tions. Apprentices and trainees shall be hired in accordance with the requirements of Part 5a.
The provisions of Sections 45, 46, and 48 shall be applicable to every invitation for bids, and to every negotiation,
request for proposals, or request for quotations, for an assisted construction contract, issued after January 30, 1972,
and to every such contract entered into on the basis of such invitation or negotiation. Part 5a.3, Subtitle A, Title 29,
Code of Federal Regulations shall constitute the conditions of each assisted contract in excess of $10,000, and each
Owner concerned shall include these conditions or provide for their inclusion, in each such contract. Parts 5a.4, 5a.5,
5a,6, and 5a.7 shall also be included in each such contract for the information of the Contractor.
13 -
49. COPELAND "ANTI -KICKBACK" PROVISIONS
These provisions of this section, 29 CFR Part 3. prescribe "Anti -Kickback" regulations under section 2 of the Act of
June 13, 1964, as amended (40 U.S.C. 276c), popularly known as the Copeland Act. •
Each Contractor or subcontractor shall furnish each week a Statement of Compliance, Form ED -162, to accompany
the weekly submission of payroll forms.
Section 1001 of Title 18 of the United States Code (Criminal Code and Criminal Procedure) shall apply to such state-
ment as provided in 72 Stat. 967 (18 U.S.C. 1001, among other things, provides that whoever knowingly and willfully
makes or uses a fraudulent document or statement of entry, in any matter within the jurisdiction of any department or
agency of the United States, shall be fined not more than $10,000 or imprisoned not more than five years, or both).
The requirements of this section shall not apply to any contract of $2,000 or less.
Upon a written finding by the head of a Federal agency, the Secretary of Labor may provide reasonable limitations.
variations, tolerances, and exemptions from the requirements of this section subject to such conditions as the Secretary
of Labor may specify.
. Deductions mane under the circumstances or in the situations described in the paragraphs of ihis section may be made.
without application to and approval of the Secretary of Labor:
a.- Any deduction made in compliance with the requirements of Federal, State, or local law such as Federal or State with-
holding income taxes and Federal social security taxes.
b. Any deduction of sums previously paid to the employee as a bona fide prepayment of wages when such prepayment
is made without discount or interest. A "bona fide prepayment of wages" is considered to have been made only when
cash or its equivalent has been advanced to the person employed in stich a manner as to give him complete freedom
of disposition of the advanced funds.
c. Any deduction of amounts required by court process to be paid to another unless the deduction is in favor of the
Contractor, subcontractor, or any affiliated person. ocwhen collusion or collaboration exists.
d. Any deduction constituting a contribution on behalf of the person employed to funds established by the employer
or representative of employees, or both, for the purpose of providing either from principal or income, or both,
medical or hospital care, pensions or annuities or retirement, death benefits, compensation for injuries, illness.
accidents,,sickness, or disability, or for insurance to provide any of the foregoing, or unemployment benefits,
vacation pay, savings, accounts, or similar payments for the benefit of employees, their families and dependents:
Provided, however, that the following standards are inet: (1) The deduction is not otherwise prohibited by law;
(2) it is either: (i) voluntarily consented to by the employee in writing and in advance of 'the period in which the
work is to be done and stich consent is not a condition either for the obtaining of or for the continuation of employ-
ment, or (ii) provided for in a bona fide collective bargaining agreement between the Contractor or subcontractor
and representatives of its employees; (3) no profit or other benefit is otherwise obtained, directly or indirectly,
by the Contractor or subcontractor or any affiliated person in the form of commission, dividend, or otherwise,
• and (4) the deductions shall serve the convenience and interest of the employee. '
e. Any deduction contributing toward the purchase of United States Defense Stamps and Bonds when voluntarily
authorized by the employee.
P .
f. My deduction requested by the employee to enable him to repay loans to or to purchase shares in credit unions
organized and operated in accordance with Federal and State credit union statutes.
Any deduction voluntarily authorized by the employee for making of contributions to governmental or quasi -
government agencies. •
•
h. Any deduction voluntarily authorized by the employee for making of contributions to Community Chests, United
Givers Funds, and similar charitable organizations.
14
Any deductions to pay regular union intiation fees and membership dues, not including fines or special assessments:
Provided, however, that a collective bargaining agreement between the Contractor or subcontractor and repre-
sentatives of its employees provided for such.deductions and the'deductions are not otherwise prohibited by law.
Any deduction not more than for the "reasonable cost" of board, lodging, or other facilities meeting the require-
ments of section 3(m) of the Fair Labor Standards Act of 1938, as amended, and Part 531 of this title. When such
a deduction is made, the additional records required under S516.25(a) of this title shall be kept.
50. SUBCONTRACTORS
•
The Contractor will insert in any subcontracts the clauses contained in 29 CFR 5.5(a)( I) through (5) and (7) and such
other clauses as the Economic Development Administration may by appropriate instructions require, and also a clause
requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together
with aclause requiring this insertion in any further subcontracts that may in turn be made.
51. CONTRACT TERMINATION
A breach of sections 44 through 50 may be grounds for termination of the contract, and for debarment as provided in
29 CFR 5.6.
52. OVERTIME REQUIREMENTS
No Contractor or subcontractor contracting for any part of the contract work which may require or involve the em-
ployment of laborers or mechanics shall require or permit any laborer or mechanic in any workweek in which he is
employed on such work to work in excess of eight hours in any calendar day or -in excess of forty hours in such work-
week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic
rate of pay for all hours in excess of eight hours in any calendar day or in excess of forty hours in such workweek.
as the case may be.
In the event of any violation of the clause set forth in the subsection above. the Contractor and any subcontractor
responsible therefor, shall be liable to any affected employee for his unpaid wages. In addition. such Contractor and sub-
contractorshall be liable to the United States (lathe case of work done under contract for the District of Columbia or a
territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed
with respect to each individual laborer or mechanic employed in violation of the clause set forth in the above subsection
.in the sum of $10.00 for each calendar day on which such employee was required or permitted to work in excess of eight
hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause
set forth in subsection above.
The Economic Development Administration may withhold or cause to be withheld, from any moneys payable on ac-
. count of work performed by the Contractor or subcontractor, such sums as may administratively he determined to
be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages
' as provided in the clause set forth above.
The Contractor shall insert in all subcontracts the clause set forth in the above subsections of this section and also
a clause requiring the subcontractors to include these clauses in any lower tier subcontracts- which they may enter
into, together with a clause requiring this insertion in any further subcontracts that may in turn be made.
15
53.. EQUAL EMPLOYMENT OPPORTUNITY .
No person in the United States shall, on the grounds of race, color, national origin, or sex, be 'excluded from participa-
tion in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal fi-
nancial assistance. Reference Title VI of the Civil Rights Act of 1964 (42 USC 2000d) and Section 112 of Public Law
92-65.
Form EDA-503. The Recipient and all Contractors, subcontractors, suppliers, lessees and other parties directly partici-
pating in the Recipient's project agree that during and in connection with the associated agreement relating to the Fed
erally assisted:program, (i) they will comply, to the extent applicable, as Contractors, subcontractors, lessees, suppliers,
or in any other capacity, with the applicable provisions of the Regulations of the United States Department of Com-
merce (Part 8 of Subtitle A of Title 15 of the Code of Federal Regulations) issued pursuant to Title VI of the Civil Rights
Act of 1964 (P.L. 88-352), and will not thereby discriminate against any person on the grounds of race, color, or na-
tional origin in" their employment practices, in any of their own contractual arrangements, in all services or accommoda-
tions which they offer to the public, and in any of their other business operations. (ii) they will provide information re-
quired by or pursuant to said Regulations to ascertain compliance with the Regulations and these assurances, and (iii)
their non-compliance.with the nondiscrimination requirements of said Regulations and these assurances shall constitute •
a breach of their contractual arrangements with the Recipient whereby said agreements may be cancelled., terminated or.
suspended in whole or in part or may be subject to enforcement otherwise by appropriate legal proceedings.
• Executive Order 11246, 30 Fed. Reg. 12319 (1965) (Equal Opportunity Clause). During the performance of this contract,.
the Contractor'agrees as follows: •
a. The Contractor will not discriminate against any employee or applicant for employment 'because.of race, color,
religion, sex, or national origin. The Contractor will take affirmative action to ensure the applicants are employed,
and that employees are treated during employment, without regard to their race, color, religion. sex, or national
origin. Such action shall include, but not be limited to the following: employment, upgrading; demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship.
b. The Contractor agrees to post in conspicuous places available to employees and applicants for employment, notices
to be provided by the contracting officer setting forth the provisions of this non-discrimination clause.
c. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor.
state that all qualified applicants will receive consideration for employment without regard to race. color, religion.
sex, or national origin.
d. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining
agreement or other contract or understanding. a notice to be provided by the agency contracting officer, advising
the labor union or workers' representative of the Contractor's commitment under Section 202 of Executive Order
No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees
and applicants for employment. •
e. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24. 1965. and of rules,
regulations, and relevant orders of the Secretary of Labor. �.
f. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24,
1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto. and will permit access
to his books, record, and accounts by the contracting agency and the Secretary of Labor for purposes of investiga-
tion to ascertain compliance with such rules, regulations, and orders. Each Contractor and subcontractor of Fed-
erally financed construction work is required to file an Equal Employment Opportunity Employer Information
Report (EEO -1 on Standard Form 100) annually on March 31. Forms and instructions areiavailable at the EDA
Regional Office.
16
g. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any such
rules, regulations, or orders, this contract may be cancelled, terminated or suspended in whole or in part and the
Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized
in Executive Order No. 11246 of September 24. 1965, and such other sanctions may be imposed (and remedies
involved) as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation. or order of the
Secretary of Labor, or as otherwise provided by law.
•
h. The Contractor will include the provisions of paragraphs a through h in every subcontract or purchase order unless
exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive
Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor.
The Contractor will take such action with respect to any subcontractor or purchase order as the contracting agency
may direct as a means of enforcing such provisions including sanctions for noncompliance; Provided, however, that
in the event the contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor
as a result of such direction by the contracting agency, the Contractor may request the United States to enter
into such litigation to protect the interests of the United States.
Exemptions to Above Equal Opportunity Clause (41 CFR Chap. 60):
(I) Contracts and subcontracts not exceeding $10,000 (other than Government bills of lading) are exempt. The.
amount of the contract, rather than the amount of the Federal financial assistance, shall govern in determining
the applicability of this exemption. .
(2) Except in the case of subcontractors for the performance of construction work at the site of construction,
the clause shall not be required to be inserted in subcontracts below the second tier.
(3) Contracts and subcontracts not exceeding $100,000 for standard commercial supplies or raw materials are
exempt.
54. OTHER PROHIBITED INTERESTS
No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate, make, accept or
approve, or to take part in negotiating, making, accepting, or approving any architectural, engineering, inspection.
construction or material supply contract or any subcontract in connection with the construction of the project, shall
become directly or indirectly interested personally in this contract or in any part hereof. No officer, employee, architect.
attorney, engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to
exercise any legislative, executive, supervisory or other similar functions in connection with the construction of the
project, shall become directly or indirectly interested personally in this contract or in any part thereof, any material
supply contract, subcontract, insurance contract, or any other contract pertaining to the project.
55. USE ANDOCCUPANCY PRIOR TO ACCEPTANCE BY OWNER
The Contractor agrees to the use and occupancy of a portion or unit of the project before formal acceptance by the
Owner, provided the Owner:
a. Secures'written consent of the Contractor except in the event, in the opinion of the Architect/Engineer, the Con-
tractor is chargeable with unwarranted delay in completing the contract requirements:
b. Secures consent of the Surety;
c. Secures endorsement from the insurance carrier(s) permitting occupancy of the building or use of the project during
theremainingperiod of construction; or
d. When the project consists of more than one building, and one of the buildings is occupied, secures permanent fire
and extended coverage insurance, including a permit from the insurance carrier to complete construction.
17
56. SUSPENSION OF WORK
Should the Owner be prevented or enjoined from proceeding with work or from authorizing its prosecution either before
or after its prosecution, by reason of any litigation, the Contractor shall not be entitled to make or assert claim for
damage by reason of said delay, but time for completion of the work will be extended to such reasonable time as the
Owner may determine will compensate for time lost by such delaywith such determination to be set forth in writing.
57. EMPLOYMENT OF LOCAL LABOR
The maximum feasible employment of local labor shall be made in the construction of public works and development
facility projects receiving direct Federal grants. Accordingly, every Contractor and subcontractor undertaking to do
work on any such project which is or reasonably may be done as on -site work, shall employ. in carrying out such contract
work, qualifiedipersons who regularly reside in the designated area where such project is to belocated, or in the case
of Economic Development Centers, qualified persons who regularly reside in the center or in the adjacent or nearby
redevelopment areas within the Economic Development District, except: -
a. To the extent that qualified persons regularly residing in the designated area or Economic Development District
are not available;
b. For the reasonable needs of any such Contractor or subcontractor, to employ supervisory or specially experienced
individuals necessary to assure an efficient execution of the contract;
c. For the obligation of any such Contractor or subcontractor to offer employment to present or former employees as
the result of a lawful collective bargaining contract, provided that in no event shall the number of non-resident
persons employed under this subparagraph exceed twenty percent of the total number of employees employed by
such Contractor and his subcontractors on such project:
Every such Contractor and subcontractor shall furnish the United States -Employment Service Office in the area in
which a public works or development facility project is located with a list of all positions for which it may from time to
time require laborers, mechanics, and other employees, the estimated numbers of employees required in each classi-
fication, and the estimated dates on which such employees will be required;
The Contractor shall give full consideration to all qualified job applicants referred by the local employment service,
but is not required to employ any job applicants referred whom the Contractor does not considei qualified to perform
the classification of work required; r!
The payroll's maintained by the Contractor shall contain the following information: The employee's full name, address
and social security number and a notation indicating whether the employee does, or does not, normally reside in the
area in which the project is located, or in the case of an Economic Development Center, in such center or in an adjacent.
or nearby redevelopment area within the Economic Development District as well as an indication of the ethnic back- '
ground of each worker.
The Contractor shall include the provisions of this condition in every subcontract for work which is, or reasonably
may be, done as on -site work. .
18
58. SIGNS
The contractor shall supply and erect a project sign (Exhibit X) according to the specifications set forth in the following
and hereinafter known as General Condition Number 58. The contractor shall be responsible for maintaining the
project sign during construction of the project. Other authorities include: Requirements for Approved Projects and/or
Volume 65 of the Public Works Manual of Procedures. -
FDA SITE SIGNS SPECIFICATIONS
Size: 4' X 8' X 1W
Material: Face 1/4" Tempered masonite or equal. Frame 11/4" X 3Y" fir -dressed four (4) sides
Assembly: 1W X 335" fir frame to fit 4' X 8' X 1W' panel with two (2) center braces
Paint: Face -3 coats outdoor enamel (sprayed) Rear —I coat outdoor enamel (sprayed)
Lettering: Silk screen enamels where possible. or hand painted enamels
Colors: Red, white,'and blue. Specifically, white background; "new jobs for your community" in red; EDA logo and
"In partnership with the U.S. Department of Commerce, Economic Development Administration " blue.
(See Exhibit X)
59. NATIONAL HISTORIC PRESERVATION ACT OF 1966
The contractor agrees to contribute to the preservation and enhancement of structures and objects of historical, archi •
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tectural-or archaeological significance when such items are found and/or unearthed during the course of project con-
struction and to consult with the State Historic Preservation Officer for recovery of the items. (Reference: National
Historic Preservation Act of 1966 (80 Stat 915, 16 USC 470) and Executive Order No. 11593 of May 31, 197 t.)
60. CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT
The Contracior agrees to comply with Federal clean air and water standards during the performance of this contract
and specifically agrees to the following:
a. The term "facility"means (a) any building, plant, installation, structure, mine, vessel or other floating craft, location
or site of operations (b) owned, leased, or supervised (c) by the contractor and the subcontractors (d) for the con-
struction, supply and service contracts entered into by the contractor:
b. that any facility to be utilized in the accomplishment of this contract is not listed on the Environmental Protection
Agency's List of Violating Facilitiespursuantto 40 CFR, Part 15.20;
that in theevent a facility utilized in the accomplishment of this contract becomes listed on the EPA list, this contract
may be cancelled, terminated or suspended in whole or in part;
d. that it will comply with .all the requirements of Section 114 of the Air Act and Section 308 of the Water Act relating
to inspection, monitoring, entry, reports, and information, as well as all other requirements specified in Section 114
and Section 308, respectively, and all regulations and guidelines issued thereunder;
that it will promptly notify the Government of the receipt of any notice from the Director. Office of Federal Activi-
ties, Environmental Protection Agency, indicating that any facility utilized or to be utilized in the accomplishment
of this contract is under consideration for listing on the EPA list of Violating Facilities:
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f. that it viI include the provisions of paragraphs a. through g. in every subcontract or purchase order entered into
for the purpose of accomplishing this contract. unless otherwise exempted pursuant to the EPA regulations imple
menting the Air or Water Act (40 CFR, Part 15.5). so that such provisions will be binding. upon each subcontractor
or vendor;
g. that in the event that the contractor or the subcontractors.for the construction, supply and service contracts entered
into for the purpose of accomplishing this contract were exempted from complying with,the above requirements
under: the provisions of 40 CFR, Part 15.5(a), the exemption shall be nullified should the facility give rise; to a
criminal conviction (See 40 CFR, Part 15.20) during the accomplishment of this contrac . Furthermore, with the
nullification of the exemption, the above requirements shall be effective. The contractor shall notify the Govern-
ment, as soon as the contractor or the subcontractors' facility is listed for having given rise to a criminal conviction
noted -in 40 CFR. Part 15.20.
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