1998-0505_MD CONSTRUCTION GROUP_Specifications and Contract Documents • CITY OF SAN JUAN CAPISTRANO
COUNTY OF ORANGE
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STATE OF CALIFORNIA
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{ SPECIFICATIONS
AND CONTRACT DOCUMENTS
FOR
CITY BRIDGE REPAIRS
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Members of the City Council
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GIL JONES, MAYOR
DAVID SWERDLIN WYATT HART
COLLENE CAMPBELL JOHN GREINER.
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CITY MANAGER
GEORGE SCARBOROUGH •
¢ P DIRECTOR OF ENGINEERING AND BUILDING
✓ WILLIAM M. HUBER
May 1998 •
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TABLE OF CONTENTS
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CITY BRIDGE REPAIRS.
TITLE PAGE
CONTRACT DOCUMENTS
Notice Inviting Bids 1
Bid Proposal 3
Schedule of Work Items
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Non-Collusion Affidavit 9
Designation of Sub-Contractors 10
Instructions to Bidders 11
— Bid Bond . • BB-1
Performance Bond PB-1
Labor&Material Bond LM-1
CONTRACT
Contract 1-4
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SPECIAL PROVISIONS
Work to be Done SP-1
!y 1 Section 1 Standard Specifications • SP-1
Section 2 Terms Defined SP-3
Section 3 Flow and Acceptance of Water . . . SP-3
Section 4 Water
SP-3
Section 5 Insurance and Overhead Costs SP-3
Section 6 Protection of Existing Utilities SP-3
Section 7 Protection of Private Property SP-4
Section 8 Construction Zone SP-4
Section 9 Pre-Construction Coordination Meeting SP-4
Section 10 National Pollutant Discharge Elimination System SP-4
Section 11 Preservation of Survey Monuments SP-5
Section 12 Monumentation Identification SP-5
Project Schedule Form
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DETAIL SPECIFICATIONS AND METHOD OF PAYMENT•
Bid Items 1A,B, and C Seal Deck DS-1
Bid Item 2A Repair Longitudinal Deck Joint DS-4 '
Bid Items 3A and C, 6C Repair Spalled Concrete DS-8
Bid Items 4B and C Repair Approach Joint Seals DS-12
Bid Item 5B Repair Tube Railing DS-15
• Bid Item 7D Repair Median Joint Seal DS-17 . •
Bid Items 8A,B, C and D, 9A,B and C
Traffic Control, Striping, and Signage DS-22
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•- APPENDIX
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City Notification Signs
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CITY BRIDGE REPAIRS
NOTICE INVITING BIDS
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Public notice is hereby given that the City of San Juan Capistrano will,up to 2:00 p.m., on the 29th
day of June 1998,receive sealed proposals or bids for the City Bridge Repairs,in accordance with the
approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works
Construction, 1997 Edition,including all supplements therefore, on file in the office of the City Clerk ,
of the City of San Juan Capistrano, California. Bids will be received until the time hereinbeforestated
at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano,
fCalifornia. •
No bid will be received unless it is made on a proposal provided within these specifications. Any
person desiring to submit a bid proposal in response-to this bid package must first purchase a bid
! package. Each proposal or bid must be accompanied by'a certified-check, cash, cashier's check, or
bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the
Total Bid amount. -
The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City
of San Juan Capistrano in the event such successful bidder fails to enter into the required contract
within 15 days after the written notice that said contract has been awarded to him for the work.
j 4 A Pre-bid conference is scheduled at 10:00 a.m. on the 15th day of June 1998, in the City Council
Chambers. The contractor shall have the opportunity for clarification or interpretation of any point
or points of question within the'plans and contract documents or specifications. It is the contractor's
responsibility to be in attendance at this conference to receive any information disclosed during the
proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference.
{ Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not
be responsible for any instructions, explanations; or interpretation of the plans, specifications, and
contract documents presented to the bidders in any manner.
- The successful bidder, simultaneously with the execution of the contract, will be required to furnish
a Faithful Performance Bond equal in the amount of one-hundred percent(100%)of the contract price.
i 4 The surety bond company must be selected from among the surety companies set forth in the Standard
Specifications.
The City Council reserves the right to reject any and all bids received and to compare the relative
merits of the respective bids and to choose that, which in the opinion of the City of San Juan
Capistrano, will best serve the interests or needs of the City of San Juan Capistrano.
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A time limit of twenty-five (25) calendar days has been set for the completion of the work in the Base
Bid, from the date of the Notice to Proceed.A time limit of forty-five (45) calendar days has been set
for the completion of the work in the Total Bid (Base Bid plus Additive Alternate Bid), from the date
of the Notice to Proceed.
BIDDERS ARE HEREBY NOTIFIED THAT,pursuant to the Labor Code of the State of California,
copies of the prevailing rate of per diem wages, as determined by the Director of the State Department
of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any.
interested party on request.
Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano,
32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use
in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address
shown above. One set of plans and specifications is available for each general contractor proposing
to submit a bid for said work. A charge in the amount of$30,non-refundable,is required for obtaining
each set of plans and specifications. There will be a$5 charge for postage and handling on all plans
ham`` and specifications mailed. .
Each bidder shall state the California Contractor's License Number and Classification of such bidder
? so bidding, asno bid will be accepted from a Contractor who has not been licensed in accordance with
the provisions of the laws of the State of California relating to the licensing of Contractors.
` This Notice is hereby given and published by order of the Council members of the City of San Juan .
Capistrano and is dated this (o`"' day of / q eS7 .
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CITY CLE -ig1-4(12-6/1t---
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
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BID PROPOSAL
For the: CITY BRIDGE REPAIRS
From:
H. Contractor, License No. & Classification
To the Members of the City Council
City of San Juan Capistrano
Gentlemen:
The undersigned, as bidder, declares that he has carefully examined the location of the proposed work
as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications
for Public Works Construction. 1997 Edition, including all supplements therefore,read the Instructions
to Bidders, and is familiar with all proposal requirements, and hereby proposed and agrees, if the
proposal is accepted, to complete the said construction in accordance with the Contract Documents,
as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or
lump sum given on the following pages of this proposal, amounting to a Base Bid Price (Bid Items 2A,
3A, 8A, 4B, 5B, 8B, 3C, 4C, 6C, 8C, 7D, 8D)of:
• Words Figures
Said amount to include arid cover all taxes, the furnishing of all materials, the performing of all the
labor requisite or proper and the providing of all necessary machinery, tools, apparatus, an4 other
means of construction; also, the performance and completion of all the work in the manner set forth,
described and shown in the Specifications or the drawings for the work.
The undersigned, as bidder, also agrees that at the City's option, before the contract is awarded, the
following work items may be added to the base bid at the costs stated.
LiAdditive Alternate Bid Price (Bid Items 1A, 9A, 1B, 9B, 1C, 9C) of:
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Words Figures
Said amount to include and cover all taxes, the furnishing of all materials, the performing of
( all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and
other means of construction; also, the performance and completion of all the work in the manner set
forth, described and shown in'the Specifications or the drawings for the work.
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If the contract is awarded,the undersigned agrees to enter into a contract with the City of San
Juan Capistrano and to commence work within fifteen (15) calendar days from the date of execution
thereof, and to diligently prosecute the work to completion before the expiration of twenty-five(25)
calendar days for the Base Bid, from the date'of the Notice to Proceed, or forty-five(45) calendar days
for the Total Bid (Base Bid plus Additive Alternate Bid), from the date of the Notice to Proceed.
All bids are to be computed on the basis of the given Estimated Quantities of Work, as
indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy
between words and figures, the words shall prevail. In case of discrepancy between unit prices and
the extension thereof, the unit price shall prevail and bids will be computed as indicated above and
compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is
understood that the City does not expressly, nor by implication, agree,that the actual amount of work
will correspond therewith, but reserves the right to increase or decrease the amount of any item or
portion of work or to omit portions of the work as may be deemed,expedient by the Engineer.
It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this
proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected,
then any check or cashier'scheck shall be_returned to the undersigned within thirty(30) days. No bid
bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract
within fifteen(15) days after the agreement is delivered to him for signature, or within such further
time as may be granted by the Members of the City Council,then said check shall be cashed or said
bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest
bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as
liquidated damages for the failure of the undersigned to comply with the terms of this proposal.
Accompanying this proposal is (Insert
.1$ cash," cashier's check,certified check or bidder's bond on the forms frompages BB-1
and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent
(10%) of the Total Bid (Base Bid plus Additive Alternative Bid).
The following is the name and place of business of the surety company which will furnish the
required bonds as surety if the work is awarded to the undersigned:
Licensed in accordance with an act providing for the registration of contractors -- License No.
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and Classification
Signature of Bidder:
(If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all
individual co-partners composing the firm: President, Secretary, Treasurer, and Manager thereof.)
Dated:
Business Address
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Dated:
Telephone Number
Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this
proposal,that they are corred`t to the best of his knowledge and that they constitute his proposal for the
work called out herein.
r— Dated:
Signature of Bidder
Dated:
Telephone Number
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SCHEDULE OF WORK ITEMS
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`1' CITY BRIDGE REPAIRS
BASE Ra.)
Estimated Work Items With Contract Unit Price Contract Unit Price Total Amount
Item
Quantity (Written in Words) (In Figures)
Li A. Del Obispo Street Bridge
2A
152 LF Repair Longitudinal Deck Joint for the
price of:
cld dollars per lineal foot.
3A L.S. Repair Sinned Concrete (Deck) for the
lump sum price of:
dollars.
8A L.S.
Traffic Control, Striping, and.Signage for
the lump sum price of:
dollars:
' 1 B. La Novia Avenue Bridge
— 4B 180 LF Repair Approach Joint Seals for the price
• of:
ri dollars per lineal foot.
5B 18.5 LF Repair Tube Railing for the price of:
dollars per lineal foot.
8B L.S. Traffic Control, Striping, and Signage for
•the lump sum price of:
dollars.
C. Rancho Viejo Road Bridge • „
3C L.S. Repair Spalled Concrete(Deck) for the
price of:
dollars.
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4C 140 LF Repair Approach Joint Seals for price of:
$
dollars per lineal foot.
6C L.S. Repair Spalled Concrete Railing for the
lump sum price of:
• dollars.
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i 8C L.S. Traffic Control, Striping, and Signage for
the lump sum price of:
dollars.
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D. Camino Capistrano Bridge
7D L.S. Repair Median Joint Seal for the lump
sum price of:
dollars.
8D L.S. Traffic Control, Striping, and Signage for
the lump sum price of:
dollars.
Base Bid(Bid Items 2A, 3A, 8A, 4B, 5B, 8B, 3C, 4C, 6C, 8C, 7D; 8D,Enter here and on page 3) of:
Words Figures
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C ! SCHEDULE OF WORK ITEMS
CITY BRIDGE REPAIRS
ADDITIVE ALTERNATE BID
H Item Estimated Work Items With Contract Unit Price Contract Unit Price Total Amount
Quantity (Written in Words) (In Figures)
J A. Del Obispo Street Bridge
lA 9,820 LF Seal Deck for the price of:
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dollars per square foot. $ $
9A L.S. Traffic Control, Striping, and Signage for
the lump sumprice of:
dollars. $
B. La Novia Avenue Bridge
L 1B 6,330 LF Seal Deck for the price of:
dollars per square foot. $ -
9B L.S. Traffic Control, Striping, and Signage for
the lump.sum price of:
dollars.
C. Rancho Viejo Road Bridge
1C 13,650 LF Seal Deck for the price of:
dollars per square
foot. $ $
9C L.S. Traffic Control, Striping, and Signage for
the lump,'sum price of:
{ '1 dollars.
U $
Additive Alternate Bid Price (Bid Items 1A, 9A, 1B, 9B, 1C, 9C, Enter here and on page 3):
Words Figures
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NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY
( BIDDER AND SUBMITTED WITH BID
STATE OF CALIFORNIA ) •
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County of )
, being first duly sworn deposes and says
that he is of
, the party making the foregoing bid; that such bid is not made in
the interest of or on behalf of any undisclosed person, partnership, company, association,
organization or corporation; that such bid is genuine and not collusive or sham; that said bidder
has not directly or indirectly•induced or solicited any other bidder to put in a false or sham bid,
and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not
in any manner, directly or indirectly, sought by agreement, communication or conferencewith
anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost
element of such bid price, or of that of any otherbidder, or to secure any advantage against the
l public body awarding the contract of anyone interested in the proposed contract; that all
statements contained in such bid are true; and further, that said bidder has not directly or
indirectly, submitted his bid price or any breakdown thereof, or the, contents thereof; or divulged.
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information or data. relative thereto, or paid and will not pay any fee in connection therewith, to
any corporation, partnership, company, association, organization, bid depository, or to any
member or agent thereof, or to any other individual except to any person or persons as have a
partnership or other financial interest with said bidder in this general business.
DATED:
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SIGNATURE
On this the day of , 19 , before me, the undersigned, a Notary
UPublic in and for • said State, personally appeared
, personally known to me/proved to me on
ri the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to
the within instrument, and acknowledge that executed it. •
WITNESS my hand and official seal.
Notary Public in and for said State
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DESIGNATION OF SUB-CONTRACTORS
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Submit with Proposal.
In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of
`-� California as amended, the undersigned certifies that he has used the sub-bids of the following
listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the
work for which they bid, subject to the approval of the Engineer, and in accordance with the '
applicable provisions of the Specifications. It is understood and agreed that all those portions of
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the work called for in the contract documents for which a sub-contractor is not listed will be
f f performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and
insurance will be written in the name of the general contractor only.
Item of Work Sub-contractor License No. Address Phone
& Classification
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4.
s.
6.
7.
8.
BIDDER'S NAME
AUTHORIZED SIGNATURE
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INSTRUCTION TO BIDDERS
Securing Documents
Plans, Specifications and other contract documents will be available for examination without
r I charge and copies may be secured in accordance with the "Notice Inviting Bids."
Examination of Plans. Specifications and Site of Work
The bidder is required to examine the site of work, the Proposal, the Plans and the Specifications,
Special Provisions, and the Standard Specifications for Public Works Construction, 1997 Edition
including all supplements, very carefully. He shall satisfy himself as to the character, quality and
quantities of the work to be performed, the materials to be furnished and the requirements of the
Contract Documents. -The plans for the work show conditions as they are believed to exist, but it
is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the
City of San Juan Capistrano or any of its officers or agents be.liable for any loss sustained by the
contractor as a result of any variance between conditions shown on the plans and actual
conditions revealed during examination or progress of the work. The submission of a proposal
shall be prima facie evidence that the bidder has made such an examination.
Interpretation of Drawings and Documents
If any bidder should find discrepancies in, or omissions from the drawings, specifications or other
proposed contract documents, or if he should be in doubt as to the true meaning'of any part
thereof, he shall at once make a written request to the Engineer for correction, clarification or
interpretation of the point or points in question. The person submitting such a request shall be
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responsible for its prompt delivery. •
In the event that the Engineer receives such a request and it should be found that certain essential
information is not clearly and fully set forth, or .if the Engineer discovers errors, omissions, or
points requiring clarification in the drawings or documents, a written addendum will be mailed to
each person to whom a set of contract documents has been delivered. The City of San Juan
Capistrano will not be responsible for any instructions, explanations or interpretations of the
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documents presented to bidders in any manner other than written addendum.
Addenda or Bulletins
(I} The effect of all addenda to the contract documents shall be considered in the bid and said
addenda shall be made a part of the contract documents and shall be returned with them. Before
r-) submitting his bid, each bidder shall inform himself as to whether or not any such addenda have
been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and
result in its rejection.
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Disqualification of Bidders
No person, firm or corporation shall be allowed to make, file or be interested in more than one bid
for the same work unless alternate bids are called for. A person, firm or corporation who has
submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not •
l hereby disqualified from submitting a bid in his own behalf. •
Proposals
Bids to receive consideration shall be in accordance with the following instructions:
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A. Bids shall be made only upon the forms provided within these specifications; all bid items
shall be properly filled out; bid prices shall be stated both in words and in figures; and the
signatures of all persons signing shall be .in longhand. Where there is a conflict in the
ij? words and the figures, the words shall govern.
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B. All prices and•notations must be in ink or typewritten. No erasures will be permitted.
Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and
must be initialed in ink by the person or persons signing the bid.
C. Bids shall not contain any recapitulation•of the work to be done. Alternate proposals will
not be considered except as required hereinabove. No oral, telegraphic or telephonic
proposals or modifications will be considered.
D. The City of San Juan Capistrano may require any bidder to furnish a statement of his
experience, financial responsibility, technical ability, equipment and references properly
and fully filled out.
E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal
in accordance with the provisions of the specifications.
r F. Each bidder must accompany his bid with either a cashier's check upon some responsible
"—' bank, or a properly certified check upon such bank, or an approved corporate surety bond
payable to the City of San Juan Capistrano for such a sum of not lessthan ten percent
(10%) of the aggregate sum of the bid, which check or bond and the monies represented
thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if
( awarded the contract, will in good faith enter into such contract and furnish the required
bonds.
r The bidder agrees that, in case of his refusal or failure to execute said contract and give
bonds within the time required by these documents, such check or bond, and the money
represented thereby, shall remain the property of the City of San Juan Capistrano and, if
the bidder shall fail to execute said contract, said surety will pay to the City of San Juan
Capistrano the damages which the Cityof San Juan Capistrano maysuffer byreason of
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such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid
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received and not accompanied by such cashier's check, certified check or approved bond
`i } shall be rejected.
G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or
before the day and hour set for the opening of bids, as hereinbefore ;specified in the
"Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the
work, the name of the bidder, bid opening date and time of bid opening.
Licensing of Contractor
All persons, firms, partnerships or corporations shall be licensed in accordance with the Business
and Professions Code of the State of California and the applicable'ordinances of the City and
County before doing any work of any kind.
Withdrawal of Bids
Any bidder may withdraw his bid in person or by written request at any time prior to the
scheduled closing time for receipt of bids.
Opening of Bid Proposals
The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids
at the time set forth in'the "Notice Inviting Bids." Bidders or their authorized representatives are
invited to be present.
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Award of Contract or Rejection of Bids
U) No bidder maywithdraw his bid foraperiod of ninety (90) days after the date set for the opening
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of bids. The contract for the work will either be awarded orthe bids rejected within,the ninety
(90) days from the date set for the opening of bids.
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The contract for the work will be awarded to the lowest responsible bidder complying with these
instructions and with the "Notice Inviting Bids." The City of San Juan 'Capistrano, however,
reserves the right to reject any or all bids and to waive mere informalities, minor technical errors
t C or irregularities, obvious clerical errors or erasures.
The bidder to whom the award is made shall execute two-copies of the written contract with the
iCity of San Juan Capistrano and furnish the stipulated bonds, insurance and,bid breakdown within
L fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by
the City of San Juan Capistrano. The release of the successful bidder's surety deposit, as
previously stipulated (page 5), shall be made upon the City of San Juan Capistrano's acceptance of
the Labor and Materials Bond and the Faithful Performance Bond.
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If the bidder to whom the award is made fails to enter the contract as herein provided, the award
may be annulled and an award may be made to the next lowest responsible bidder; and such
bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first
award was made. A corporation to which an award is made shall furnish evidence of its corporate
existence and evidence that the officer signing the contract and bonds for the corporation is duly
authorized to do so.,
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Bonds
The successful;bidder, simultaneously with the execution of the Agreement, will be required to
furnish a Labor and Material Bond in a sum not less than onehundred percent (100%) of the total
amount payable by the terms of the contract and a Faithful Performance Bond, in a sum not less
than one hundred percent (100%) of the amount of the contract, Said bonds shall be secured
from a surety company selected from the surety companies set forth in the standard specifications.
Bonds must be submitted on the forms contained in these specifications.
Time Performance
The work shall be commenced within fifteen (15) calendar days from the date of issuance of the
` Notice to Proceed and shall be diligently prosecuted until completion. A time limit of forty-five
iV (45) calendar days from the date specified in the Notice to Proceed has been set for completion of
the work. The bidder's attention is directed to the specifications as to provisions for extension of
time of completion and/or assessment of liquidated damages.
Assignment of Contract '
No assignment by the Contractor of any contract to be entered into hereunder or any part thereof,
or of funds tobe received thereunder by the Contractor, will be recognized by the awarding
authority unless such assignment has had prior approval of the awarding authority and the surety
has been given notice of such assignment in writing and has consented thereto in writing.
Workmen and Wages
Attention is specifically directed to all provisions of the Labor Code of the State of California with
regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by
the City of San Juan 'Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids."
Construction Permits
It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as
required, for the completion of the project. No extra compensation shall be made therefore.
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BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we,
( i I , as PRINCIPAL, and
Li , as SURETY, hereinafter called Surety, are held and
firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called
City, in the sum of $ • , for payment whereof Principal and Surety bind •
i I themselves, their heirs, executors, administrators, successors, and assigns, jointly and.
severally, fairly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has
submitted the accompanying bid dated 19 , for the construction
of _ for the
City of San Juan Capistrano, Orange County, California.
NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) '
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days after the opening of same, and shall, within fifteen (15) days after the agreement
has been presented to him for execution, enter into a written contract with the City in
accordance with the bid as accepted, and if the Principal shall give the required bond
With good and sufficient sureties, or sureties for the faithful performance and proper
fulfillment of such contract and for the protection of laborers and materialmen, or in
the event of the withdrawal of said bid within the periods 'specified, or the failure to
enter into said contract and give said bond within the time specified, if the Principal
shall within sixty (60) days after request by the City,' pay the City the difference
between the amount specified in said bid and the amount for which the City may procure
the required work and/or supplies if the latter amount be in'excess of the former, then
the above obligation shall be void and of not effect, otherwise to remain in full force and
virtue. - ..
Further, as a part of the obligation secured hereby, and in addition to the face
..� amount specified therefor, there shall be included costs. and reasonable expenses and
fees, including reasonable attorney's fees, incurred by City in successfully enforcing such . -
obligation, all to be taxed as costs and included in any judgment rendered.
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1 1 1 IN WITNESS WHEREOF, the, above-bounden parties have executed this
L) I instrument under their several seals this day of , 19 , the name and
corporate seal of each corporate party being affixed hereto and these presents duly
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signed by its undersigned representative pursuant to authority of its governing body.
(d
Two Witnesses (If Individual)
cl PRINCIPAL
N BY:
Title:
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ATTEST (11 Corporation)
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Corporate Seal
SURETY
ATTEST BY:
Title
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APPROV a AS TO FORM:
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John * Shaw, City • ttorney
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PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
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as Principal, hereinafter called CONTRACTOR, and . ,
r as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San
Juan Capistrano, as Obligee, hereinafter called CITY, in the amount of
• Dollars far payment whereof Contractor
and Surety bind themselves, their heirs, executors, administrators, successors, and
` assigns, jointly and severally, fairly by these presents.
WHEREAS, Contractor has by, written agreement dated
, entered into a (describe agreement):
which contract is by reference made a part hereof;
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{ NOW, THEREFORE, the condition of this obligation is such that, if Principal
shall promptly and faithfully perform said agreement, then this obligation shall be null
and void;,otherwise it shall remain in full force and effect. Surety waives whatever legal
right it may have to require that a demand be made first against the principal in the
event of default.
BE IT FURTHER RESOLVED, that:
1. As a part of the obligation secured hereby, and in addition to the face
amount specified, there shall be included costs and reasonable expenses and fees,
including reasonable attorney's fees, incurred by Cit; in successfully enforcing such
obligation, all to be taxed as costs and included in any judgment rendered.
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2. Said Surety, for value received, hereby stipulates and agrees that no change,
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extension of time, alteration, or modification of the contract documents or;of the work
to be performed thereunder, shall, in any way affect its obligations or this bond, and it
H J does hereby waive notice of any such change, extension of time, alterations, or
modifications of the contract documents or of work to be performed thereunder.
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r 1 Executed this day of 19
, at
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PRINCIPAL
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APPROVED AS TO FORM (NOTARIZATION AND SEAL)
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*JO N R. SHAW, CITY ATTORNEY
SURETY
(NOTARIZATION AND SEAL)
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Premium included
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LABOR AND. MATERIAL BOND
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KNOW ALL MEN BY THESE PRESENTS: That ,
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WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange
,-- County,County, California, has awarded to , License
'L. J No. hereinafter designated as "Principal", a contract for
; and .
U WHEREAS, said Principal is required to furnish a bond in connection with the
said contract providing that if said Principal, or any of his or its sub-contractors,shall
I fail to .pay for any materials, provisions, provender or other supplies or teams used in,
upon, for or about the performance of the work contracted to be done, or for any work or
labor donethereon of any kind, the surety. or this bond will pay the same.
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NOW, THEREFORE, we ,
- I Principal, and , as surety, are
I held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the
penal sum of . . DOLLARS.
($ ), lawful money of the United States of America, for payment of which sum
well and truly to be made we bind ourselves, our heirs, executors, administrators and
1 J I successors, jointly and severally, firmly by these presents.
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THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its
heirs, executors, administrators, successors or assigns, or sdb-contractors, shall fail to
r ; pay for any materials, provisions, provender, or teams, or other supplies or equipment
, used in, upon, for or about the performance of the work contracted to be done, or for any
work or labor done thereon of any kind, or for amounts due under the Unemployment
Insurance Act with respect to such work or labor as required by the provisions of Title 1,
IDivision 5, Chapter 3 of the Government Code of California as amended, that the surety '
will pay for the same in an amount not exceeding the sum specified in this bond and also
in case suit is brought upon . the bond, a reasonable attorney's fee to be fixed by the
} court. This bond shall inure to the benefit of any and all persons, companies and
corporations entitled to file claims under,said act, so as to give a right of action to them
or their assigns in any suit brought upon this bond.
FURTHER, the said surety, for value received, hereby stipulates and agrees that
_ no change, extension of time, alteration or modification of the contract documents or.of
-, . the work to be'performed thereunder shall in any way affect its obligation on this bond.
and it does hereby waive notice of any such change, extension of time, alteration or
modification of the contract documents or of work to be performed thereunder.
As a part of the obligation secured hereby, and in addition to the face amount
specified therefor, there shall be included costs and reasonable expenses and fees,
including reasonable attorney's fees, incurred by City in successfully enforcing' such
obligation, all to be taxed as costs and included in any judgment rendered.
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IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each
Li 1 of which shall for all purposes be deemed an original thereof, have been duly executed by
the Principal and surety herein named on the day of•
f-Th 19 . The name and corporate seal of each corporate party being hereto affixed and
i 1 these presents duly signed by its undersigned representatives pursuant to authority of its
governing body.
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PRINCIPAL
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By
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' . SURETY
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By
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APPROVED AS TO FORM
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i 1 " R. SHAW, ' ATTORNEY
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CONTRACT
This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO,
hereinafter referred to as "CITY" and -
hereinafter referred to as '
"CONTRACTOR."
IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS:
FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to
include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the
Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which'is prepared for
execution by the CITY and the CONTRACTOR, Plans, Specifications and Special Provisions,
the Standard Specifications for Public Works Construction, 1997 Edition, :including all
Supplements, Contract Bonds, Resolutions adopted by the. CITY pertaining to the work,
insurance policies and certificates, and any supplemental written agreements- amending or
extending the scope of the work originally contemplated that may be required to complete the
work in a substantial and acceptable manner.
SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment,
transportation, and supplies necessary to perform and complete in good and workmanlike manner
the construction of City Bridge Repairs in strict conformity with the Plans, Specifications and all
other contract documents, which documents are on file at theOfficeof the City Clerk, City Hall,
32400 Paseo Adelanto, San Juan Capistrano, California.
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THIRD. PAYMENT. CITY agrees topay, and CONTRACTOR agrees to accept, the lump sum
�J adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the
manner set forth in the Specifications. ..
Awa
j_f FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR
agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is
( agreed that it would be impracticable and extremely difficult to fix the actual amount of damages,
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and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified
time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a
penalty, Two Hundred Fifty Dollars ($250) per calendar day for eaah day delayed; provided that
extensions of time with waiver of liquidated damages, may be granted as provided in the .
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Specifications.
FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR
agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment .
of all labor and material used under this contract; as required by the laws of the State of
California, on forms approved by the CITY. The Performance Bond shall be for an amount of
one hundred percent (100%) of the amount of this contract and shall be conditioned on full and
complete performance of the contract, guaranteeing the work against faulty workmanship and
materials for a period of one (1) year after completion and acceptance. The Labor and Material
Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and
shall be conditioned upon full payment of all Labor and Material entering into or incidental to the
work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found
within the Specifications.
CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal .
services of any attorney representing the CITY in any action brought to enforce or interpret the
obligations of this agreement, and such sums shall be made a part of any judgment in such action
against CONTRACTOR if such action is determined in favor of said CITY. The required
Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay
attorney's fees incurred by CITY in enforcing this agreement.
SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor
Code of the State of California, copies of the prevailing rate of per diem wages, as determined by
the Director of the State Department of Industrial Relations, are on file in the Office of the City
Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and
made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him,
shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed
in the execution of the contract.
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SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this. contract
liability and property damage insurance naming the CITY and its elected and appointed officials as
a named insured, which such policies shall be of an amount not less than One Million Dollars
combined single limit. Insurance certificates shall be fora minimum period of one year.
CONTRACTOR shall maintain in full force and effect comprehensive automobile liability .
coverage, including owned, hired, and non-owned vehicles in the following minimum amounts:
$500,000 property damage;
$500,000 injury to one person/any one occurrence/ not limited to contractual period;
$1,000,000 injury to more than one person/any one occurrence/not limited to contractual
period.
The insurance policies shall bear an endorsement or shall have an attached rider providing that in
the event of expiration of proposed cancellation of such policies for any reason whatsoever, the
CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before
the date thereof to comply with the applicable law or statute but in no event less than 30 days
before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy
certificate establishing that the required level of insurance has been satisfied.
CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and
employees from and against any and all claims, demands, loss or liability of any kind or nature
which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be
imposed upon them or any of them for injury to or death of persons, damage ;to property as a
result of, or arising out of, or in any manner connected with the performance of the obligations
under this contract.
EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC
CONTRACTS. CITY is subject to the provisions'of the Government Code and the Labor Code
of the State of California. It is stipulated and agreed that all provisions of law applicable to public
contracts are a part of this contract to the same extent as though set forth herein and shall be
complied, with by CONTRACTOR. These include, but are not limited to, the stipulation that
eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to
CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the
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Contract by'CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during
which such workman is required or permitted to work more than eight (8) hours in violation of
• the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor
Code, except as permitted by law.
IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY,
pursuant to City Council action, and by CONTRACTOR on the date set before the name of each.
City of San Juan Capistrano
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DATED: BY:
GIL JONES, MAYOR
BY:
CONTRACTOR, LICENSE NO. AND
CLASSIFICATION
ATTEST:
Cheryl Johnson, City Clerk
APPROVED AS TO FORM:
John Shaw, City Attorney
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CITY OF SAN JUAN CAPISTRANO
CITY BRIDGE REPAIRS •
SPECIAL PROVISIONS
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WORK TO BE DONE
The work to be done consists in general of repairing spalled concrete surfaces of bridge decks;
repairing joint nosing, filler and sealant in bridge decks and approaches; repairing spalled
[ concrete bridge railing and damaged steel tube bridge railing; and of sealing bridge deck surfaces
with a penetrating, sealant/crack filler. The work also includes providing all traffic control,
notification signs, traffic striping and all other incidental and pertinent work required to complete
the contract as shown on the plans and described in the specifications.
SECTION 1 - STANDARD SPECIFICATIONS
The contractor shall perform his work in accordance with the Standard Specifications for
Public Works Construction, 1997 Edition, hereinafter referred to as the Standard
Specifications.
The Contractor shall maintain a copy of this book on the job-site at all times. Unless
otherwise specified, errata and supplements to the Standard Specifications shall,be part of
these specifications. The provisions of the Standard Specifications shall be modified as
indicated below:
Change 1: Contract Termination
"If at any time, in the opinion of the Director of Engineering and Building, Contractor fails
to supply suitable equipment, an adequate working force, or material of proper quality, or
shall fail in any respect to prosecute any work with the diligence and force specified and
intended in and by the terms of the Contract, notice thereof in writing shall be served upon
him, and should he neglect or refuse to provide means for satisfactory compliance with the
contract, as directed by the Director of Engineering and Building,-within the time specified
in such notice, the City of San Juan Capistrano, in any such case, shall have the power to
terminate all or any portion of the contract.
Upon receiving notice of such termination, Contractor shall discontinue said work or such
parts of it as the City of San Juan Capistrano may designate. Upon such termination, the
Contractor's control shall terminate and thereupon the Members of the City Council, or its
duly authorized representative, may take possession of all or any part of the Contractor's
materials, tools, equipment, appliances, and plant, and buy such additional materials and
supplies at the Contractor's expense as may be necessary for the proper conduct of the
work and for completion thereof; or may employ other parties to carry the contract to
completion, employ the necessary workmen, substitute other machinery or materials and
purchase the materials contracted for, in such manner as the City of San Juan Capistrano
may deem proper; or the Members of the City Council may annul and cancel the'contract.
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and re-let the work or any part thereof Any,excess of cost arising therefrom over and
above the contract price will be charged against the Contractor and his sureties,.who will
be liable therefore.
In the event of such termination, all money due the Contractor retained under the,terms of
this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will
not release, the Contractor or the sureties from liability or failure to fulfill the contract.
Contractor and sureties will be credited with the amount of monies so forfeited toward
any excess of cost over and above the contract price, arising from the suspension of the
operation of the contract -and the completion of 'the work by the City of San Juan
Capistrano as provided above, and the Contractor will be credited with any surplus
remaining after all just claims for such:completion have been paid."
Change 2: Section 7-13 - Laws to be Observed
• Add: "All contractors and subcontractors shall comply with all sections of the Municipal
Code of the City of San Juan Capistrano, especially Section: 6-3.06(b), (c), (d) and
(e) and shall secure the services of the City's exclusive.solid'waste hauler for their
solid waste handling needs."
Change 3: Section 8 - Facilities for City Personnel
Delete this Section.
Change 4: Section 2-9.3 '- Survey Services
The Contractor will perform and be responsible for the accuracy of survey adequate for
construction. The Contractor shall preserve construction survey stakes and marks for the
• duration of their usefulness. If any construction survey stakes are lost or disturbed and
need to be replaced, such replacement shall be by the Contractor at his expense.
The Contractor shall dig all holes necessary for line and grade stakes.
Unless Otherwise.specified, stakes will be set and'stationed by the Contractor for curbs,
headers, sewers, storm drains, structures and rough grade,and a corresponding cut or fill
to finished grade (or flowline) indicated on a grade sheet.
Change 5: Section 7-10.2 Storage of Equipment and Materials in Public Streets
Construction equipment and materials shall not be stored in streets, roads, highways or
public right-of-way. All materials or equipment not installed, or used in construction
within the daily work period shall be stored elsewhere by the contractor at its expense.
Construction equipment shall not be stored at the work site before its actual use on the
work.
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Excavated material, except that which is to be used as backfill in the adjacent trench, shall
not be stored in public, streets, roads, highways or public right-of-way. After placing
backfill, all excess material shall be removed immediately from the site.
SECTION 2 - TERMS DEFINED
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Whenever in'the said Standard Specifications the following terms are used, it is hereby
J provided that the following City departments or person,shall be intended:
AGENCY shall mean City of San Juan Capistrano whenever appropriate.
BOARD shall mean the City Council of the City of San Juan Capistrano.
ENGINEER shall mean City Engineer or other person(s) deSignated by same.
SECTION 3 -FLOW AND ACCEPTANCE'OF WATER,
Surface or other waters may be encountered at various times during construction. The
Contractor; by submitting a bid, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of
the Contractor to protect his work from danger due to any waters encountered. Should any
damage to the work due to surface or other water occur prior to acceptance of the work by the
City, the Contractor shall repair such damage at his expense.
SECTION 4 - WATER
Water will be available from the Capistrano Valley Water District. Arrangements for temporary
construction water services permit and water service may be made by contracting the Capistrano
Valley Water District at (714) 493-1515 one ,week prior to need for service. All water facility
construction shall conform to the "Standard Specifications," Capistrano Valley Water District,
and "The Uniform Plumbing Code," 1982 Edition.
SECTION 5 - INSURANCE AND OVERHEAD COSTS
The Contractor shall receive'no direct compensation for insurance and overhead (move-in costs,
for example) costs. Accordingly, these costs should be prorated to the appropriate bid items.
SECTION 6 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE
ALERT)
The Engineer has endeavored to show all existing utilities. The Contractor must, however, take
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all due precautionary measures to protect all of the existing utilities. The Contractor shall have all
utilities located by contacting the responsible agency at lease 48 hours prior to commencing'any
construction work.
The Contractor's Attention is directed to the utility notification service provided by
UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor
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with the locations of their substructures in the construction area when the Contractor gives at•
least 48 hours notice to the USA by calling 1-800-422-4133., Other utility phone numbers are
noted on Sheet 1 of the plans.
Full compensation for conforming to the requirements ofthis section shall.be considered as
included in the contract bid prices paid for the various items of'work, and no additional
compensation will be allowed therefore.
SECTION 7- PROTECTION OF PRIVATE PROPERTY
The Contractor must 'remain within the construction zone to the best of his ability. The
Contractor must protect all existing private property.
SECTION 8 - 'CONSTRUCTION ZONE
Contractor shall protect property and facilities adjacent to the construction.zone, and all property
and facilities within the construction-zone which are shown on•the plans to be protected. After
completion of project, the construction zone shall be clean and in a presentable condition. All
public- or privately-owned improvements and facilities shall be restored to their original condition
and location. In the event improvements of facilities are damaged, they shall be replaced with
new materials equal to the original.
Nothing herein shall 'be construed to entitle the Contractor to the `exclusive use of any public
street, way or parking area duringperformance of the contract work, and Contractor shall
conduct his operations so as not to interfere with the authorized work of utility companies or
other agencies in such streets, way or parking areas.
The Contractor shall be responsible for investigating conditions of available public and private.
roads and of clearances, restrictions and other limitations affecting transportation and ingress and
egress to the site of the work. .
SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING
Prior to.the commence,of construction, arrangements will be made for a meeting between the
Contractor; the Engineer, and involved utility representatives. The purpose.of this meeting is to
coordinate the activities of the Contractor within the limits of this contract, review scheduling,
discuss construction methods and clarify.inspection procedures. The Contractor will be required
to submit a complete schedule in the attached form showing the number of working days required
to complete each phase of the project. .This schedule shall be approved by the City Engineer prior
to the start of construction.
SECTION 10 - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
1. Construction sites shall be maintained in such a condition that an anticipated storm does
not carry wastes or pollutants off the site.
Discharges of material' other than Storm Water are allowed only when necessary for
performance and completion of construction practices andwhere they do not: cause or
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contribute to a violation of any water quality ,standard; cause or threaten to cause
pollution, contamination, or nuisance; or•contain a hazardous substance in a quantity
reportable under Federal Regulations 40 CFR Parts 117 and 302.
Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes
from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and •
solvents; asbestos fibers, paint flakes or stucco fragments, fuels, oils, lubricants, and
hydraulic, radiator or batter fluids; fertilizers, vehicle/equipment wash water and concrete
wash water; concrete detergent or floatable wastes; wastes from any engine/equipment
steam cleaning or chemical degreasing; and superchlorinafed potable water line flushings.
During construction, disposal of such materials should occur in a specified and controlled
temporary area on-site, physically separated from potential storm water run-off, with
ultimate disposal in accordance with local, state and federal requirements.
• 2. Dewatering cf contaminated groundwater, or discharging, contaminated soils via surface
erosion is prohibited. Dewatering of non-contaminated groundwater requires a National
O Pollutant Discharge Elimination System Permit from the respective State Regional Water
Quality Control Board.
, SECTION 11 -PRESERVATION OF SURVEY MONUMENT
000, Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with
Section 8771 of the Business and Professional Code" provides for the preservation of Survey
• Monuments in construction projects. This legislation mandates that prior to construction
monuments,are to be referenced in the field and "Corner Records" prepared for filing in the Office
of the County Surveyor. It also mandates that after construction, monuments are to be reset and
"Corner Records" filed with the County Surveyor. This 0must be done prior to certifying
completion of a project.
LiThe City requires monumentation preservation on all capital improvement projects where
monumentation points are present and the contractor shall be responsible for submitting proper
documentation to the Office of the County Surveyor in compliance with AB 1414.
Project finalization, Notice of Completion and/or release of retention shall be contingent upon
obtaining documentation from the contractor's project surveyor or engineer that monuments have
been set or restored and Corner Records filed with, and to, the satisfaction of the County
O Surveyor.
All costs necessary to comply with this legislation shall be allocated to the appropriate bid item.
SECTION 12 - MONUMENTATION IDENTIFICATION
_ In accordance with. the Professional Land Surveyor Act, Section 8772, any'monument set by a
licensed land surveyor or registered civil engineer to mark or reference a point on a property or
land line shall be permanently and visibly marked or tagged with the certificate number of the
surveyor or civil engineer setting it, each number to be preceded by the letters "LS." or "R.C.E.,"
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respectively, as the case may be or, if the monument is set by., a public agency, it shall be marked ;
with the name of the agency and the political subdivision it serves.
Nothing in this section shall prevent the inclusion of other information on the tag which will assist
in the tracing or location of the.survey records which relate to the tagged monument.
Centerline ties filed with the Orange County Surveyor will bechecked for compliance with this
law.
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CITY OF SAN JUAN CAPISTRANO
CITY BRIDGE REPAIRS
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT •
BID ITEMS 1A, B, C - SEAL DECK
PART 1 - GENERAL
1.1 Scope
The work of these items consists, in general, of cleaning and preparing the bridge desk
-1 surfaces and' applying a penetrating sealer to the deck as described in the plans and
specifications.
1.2 Measurement and Payment -
Deck sealing will be measured and paid for at the Contract Unit Price bid per square foot
of area sealed as shown in the Schedule Of Work Items and shall include full
compensation for providing all labor, materials, tools, equipment and incidentals and
performing all work required to complete the items as shown on the drawings and
4m� described herein and no additional or separate compensation will be made therefore.
L3 Submittals
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U A. Product Data and Certifications
Submit manufacturer's product data and certification showing conformance with
specifications for review by Agency.
B. Application Instructions
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Submit manufacturer's application instructions for review by Agency prior to
installation conferences.
1.4 Quality Assurance
A. Qualifications
Application contractor shall be approved by sealer manufacturer.
B. Preinstallation Conferences
Prior to beginning application of product, .a preinstallation conference shall be
conducted 'with the Contractor, Agency Inspector, and Manufacturer's Field
Representative present. The prepared deck surfaces" shall: be observed and
approved ready for application of sealer. Unacceptable areas of deck shall be
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• corrected prior to beginning application work. Application materials, equipment
and workforce shall be reviewed and approved.. Any special problem areas shall be
identified and application methods adjusted accordingly. Manufacturer's
Representative shall assist Agency Inspector in observing the beginning of the
application process and at other critical times as may be needed to ensure an
acceptable installation. .
1.5 Delivery, Storage and Handling
A. Deliver products in original,. unopened containers with manufacturer's labels
clearly legible and intact. .
B. Verify materials are of proper type' and quantity and immediately remove all
unacceptable materials from site.
C. Carefully handle and store all materials to prevent contamination and damage to
them and surrounding areas.
D. Strictly follow all,safety instructions and environmental regulations.
1.6 Project Conditions
Verify- and strictly follow all requirements for proper installationof product relative to
surface and air temperature and moisture conditions. .
1.7 • Sequencing and Scheduling
A. Unless otherwise acceptable, all otherrepair work of decks to be sealed shall be
completed prior to application of sealer.
- B. Schedule all work to conform with the trafficcontrol requirements in 'these
Specifications.
PART 2 - PRODUCTS
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2.1 General .
A. All sealer used shall be the product of'one manufacturer as approved by the
1 Agency.
B. All accessory materials shall be from the same manufacturer or as approved by the
ti sealer manufacturer.
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2.2 Materials -
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A. Sealer ,
1. Sealer shall be a 2-component, rapid curing, solvent-free, low viscosity, low vapor
pressure, high modular weight methacrylate crack healing/penetrating sealer.
2. Sealer shall be either Concresive 2070 LVP Acrylic Crack Filler as made by
Master Builders Technologies or SikaPronto 19 or 19TF as made by Sika
Corporation or approved equal.
B. Sand •
1 - Clean, oven dry 8/20 or#12 mesh.
PART 3 - EXECUTION ,
3.1 Preparation
A. Verify surfaces have been repaired as specified elsewhere in these specifications.
B. Remove all dust, laitance, paint, grease, oils, curing compounds, waxes, and other,
bond breaking materials by blast,cleaning.
C. Remove all loose material from surface and cracks and joints by sweeping,
vacuuming or air blowing.
. D. • Verify that all materials, equipment and labor are 'at site and are capable of
completing the work within the time allotted.
3.2 Application
A. Mix ingredients per manufacturer's instructions.
B. For cracks greater than 1/8'inch wide, fill with sand before applying sealer.
C. Flood area with sealer and spread with roller, squeegee or broom at a rate of 90 to
150 square feet per gallon and allow to pond over'cracks.
D. Allow material to penetrate and remove or redistribute excess material to leave no
visible surface film.
- E. Apply second treatment on very porous surfaces.
F. , Broadcast dry sand evenly over 'the surface at a rate as' recommended by
, , manufacturer. '
G. When tack free, remove loose,sand.
END OF SECTION
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DS-3
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BID ITEM 2A- REPAIR LONGINTUDINAL DECK JOINT
PART 1 - GENERAL
1.1 Scope
The work of this item consists in general of removing existing joint filler, repairing joint
nosings, and placing new joint filler and sealant as shownon theplans and described
herein.
1.2 Measurement and Payment
Repair of longitudinal deck joint will be measured and paid for at the Contract Unit Price
• per lineal foot of joint as shown in the Schedule of Work Items. Payment shall,include full
compensation for, providing all labor, materials, tools, equipment and incidentals and
performing all work required to complete this item as shown on the' drawings and
described herein and-no separate or additional payment will be made therefore. -
1.3 Submittals '
A. Product Data and Certifications '
i I Submit manufacturer's product data and certifications showing conformance with
specifications.
B. Installation Instructions .
Submit manufacturer's installation for review by the, Agency prior to beginning
installation.
C. Submit written approval of Contractor by manufacturer.
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1.4 Quality Assurance .
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'Contractor shall be approved by sealant manufacturer for application of the approved
products.
1.5 Delivery, Storage and Handling
A. Deliver the specified product in original, unopened containers with the
!I manufacturer's name,'labels, product identification, and batch numbers intact on ,
the containers. '
B. Store and condition.the specified,product as recommended by the,manufacturer.
1.6 Job Conditions
A. Environmental Conditions
Do not apply material if it is raining or snowing or if they appear to be imminent.
DS-4
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B. Protection •
Precautions should be taken to avoid damage to any surface near the work zone
due to mixing and handling of the specified joint filler.
1.7 Sequencing and Scheduling
A. Unless otherwise approved, repair joint prior to performing the-deck sealing work.
B. Schedule all work to conform with the traffic control and other Agency
requirements.
.
PART 2 -PRODUCTS •
2.1 General
Repair material, filler, sealant and all other incidental products shall be the product of, or
recommended by one manufacturer as approved by'the Agency.
2.2 Materials -
A. Repair Mortar
Repair mortarshall be either Sikatop 122 Plus manufactured by Sika Cororation
or EMACO T415 manufactured by Masterbuilders, Inc., or'an approved equal.
1 + B. Aggregate
Aggregate for extending mortar material shall conform to Section 200-1.5.3 and
r i 200-1.55 of the Standard Specifications, Sand for Portland Cement Concrete or as
recommended by approved mortar manufacturer. Sand'shall be saturated surface
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dry.
C. Joint Filler
Joint filler shall be premolded joint filler conforming- to Section 201-3.2 of the
Standard Specifications.
D. Sealant
Sealant shall be a 2 part self-leveling polyurethane-based, elastomeric sealant equal
to Sikaflex-2c. Color shall be grey. Primer shall be Sikaflex Primer 429 or equal.
E. Backer Rod
Backer rod shall be a closed cell polyethylene foam, or other approved material,
rod with a diameter 1.25 times the joint width. '
is
DS-5
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PART 3 - EXECUTION •
3.1 Preparation
A. Remove existing sealant and filler.
B. Sawcut along each side of joint an approximately" '/2-inch deep, smooth,.straight
line at a location so that removal will encompass widest point.of spalling of joint
nosing. Chip out concrete to required depth. Total depth of removal shall be
approximately one-half of the width. Verify that all unsound material is removed.-
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Do not cut reinforcing.
{ C. Texture the exposed surfaces to provide a,profile irregularity of ±1/16 inch and
then thoroughly blast clean to remove all loose debris, oils or other- adhesion
inhibiting materials.
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D. All exposed reinforcing shall be clean and free of rust.
E. Wet joint surfaces to provide a saturated surface dry conditions.
3.2 Mortar
A. Mix repair mortar per manufacturer's instructions.
B. Apply a bond, slurry coat of mortar to surfaces and scrub into substrate to fill all
pores and voids. .
C. Immediately begin installation of mortar before bond'coat dries.
D. Force material against sides and corners, working toward center. Consolidate
thoroughly and screed.
E. Finish to skid resistant texture with stiff broom.
F. Protect and cure per manufacturer's recommendations.
3.3 Filler and Sealant
A. Lightly abrade joint surfaces, clean and wipe with mild solvent to remove dust or
other adhesion inhibiting materials.
B. Install joint filler to fit solidly in joint so that top surface of filler board is low
enough to permit placement of backer rod and sealant.
C. Install backer rod in contact with filler board to provide uniform depth and
thickness of sealant. ,
D. Place sealant in joint per manufacturer's instructions. Prime sides of joint if
required. Place with top of sealant '/a inch below wearing surface and width a
width to thickness ratio of 2:1. .
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DS-6 ' ,
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E. Cure and protect sealant as recommended by manufacturer.
END OF SECTION
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DS-7 .
BID ITEMS 3A AND C. 6C -REPAIR SPALLED CONCRETE
PART 1 - GENERAL
1.1 Scope
The work of these items consists in general of repairing spalled concrete in various places
on the bridge decks and a concrete railing as identified on the plans and described herein.
The repair consists of removing additional concrete around the spalls to expose clean,
sound concrete, cleaning exposed reinforcing steel, preparing the surfaces and filling the
void with mortar to original surface conditions. -
1.2 Measurement and Payment
Repair spalled concrete will be measured and paid-for at the Contract Lump Sum Price as
shown in the.Schedule of Work Items and shall include full compensation for providing all
labor, materials, tools, equipment and incidentals and performing all work required to
complete these items as shown on the drawings and described herein and no separate or
fl additional payment will be made therefore.
I.3 Submittals
A. Product Data and Certification
ft' Submit complete manufacturer's product data and certifications showing that
propose products meet or exceed these specifications for review by the Agency
prior to beginning construction.
- B. Application Instructions
Submit manufacturer's application instructions for review prior to beginning
construction.
1.4 Delivery, Storage and Handling
A. Deliver the specified product in, original, unopened containers with the
manufacturer's name, labels, product identification, and batch numbers.
I
B. Store and condition the specified product as recommended by the manufacturer.
1.5 Job Conditions
A. Environmental Conditions
Do not apply material if it is raining or snowing or if they appear to be imminent.
B. Protection
Precautions should be taken to avoid damage to any surface near the work zone
due to mixing and handling of the specified joint filler.
r DS-8
1.6 Sequencing and Scheduling
•
A. Unless otherwise approved repair deck spalls prior to performing thedeck sealing
r` work.
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B. Schedule repair of deck spalls to conform with traffic control and other agency .
, requirements.
PART 2 - PRODUCTS '
-
2.1 General
r, Repair material, filler, sealant and all other incidental products shall be the product of, or
_.� recommended by one manufacturer as approved by the Agency.
;__1 2.2 Materials
A. Repair Mortar
Repair mortar shall be either Sikatop 122 Plus manufactured by Sika Corporation
or EMACO T415 manufactured by Masterbuilders, Inc., or an approved equal.
B. Aggregate
U Aggregate for extending mortar material shall conform to Section 200-1.5.3 and
200-1.55 of the Standard Specifications, Sand for Portland Cement Concrete or as
• recommended by approved mortar manufacturer. Sand shall be saturated surface
dry
C. Anti-Corrosion Coating
1. Corrosion protection coating for reinforcing steel'shall be Armatec 110 as
• manufactured by Sika Corporation or equal.
2. Material must be proven to prevent corrosion of reinforcing steel when tested
under the procedures as set forth by the Federal Highway Administration
Program Report No. FHWA/RD86/193.
3. The material shall not contain asbestos.
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DS-9 "
PART 3 -EXECUTION
3.1 Removal
A. Sawcut perimeter around spall about V2 inch deep. Do not cut steel. Do not
overlap sawcuts at corners.
B. Use approved mechanical means to chip to required depth.
C. Areas to be repaired must be clean, sound and free of contaminants. All loose and
deteriorated concrete shall be removed.
D. Chip concrete substrate to obtain a surface profile of ±-1/16" in depth with a new
fractured aggregate surface. Be sure that the area to be repaired is not less than
1/2" deep.
E. Where reinforcing steel with active corrosion is encountered, the following
procedures will be used: sandblast reinforcing steel to remove all contaminants
and rust. Determine section loss, splice where more than 15-25% loss as directed
by the Engineer. Spacing of steel must be 3 times the largest aggregate size. If
half of the diameter of the rebar is exposed, chip out behind the reinforcing steel,
1/2" minimum for mortar only and 3 times the largest aggregate size for extended
mixes.
3.2 Preparation
A. All- forms shall retain repair material without leakage. Forms shall be lined or
coated with release agent for easy removal. All formwork shall be approved by the
Engineer.
B. Cracks in the substrate in the area of the patching or overlay work must be treated
as directed by the Engineer.
C. Extend all existing control and expansion joints through any patch or overlay.
Install new joints as directed by the Engineer. Fill all joints as directed by the
Engineer.
D. No primer, bond coat or repair material shall be placed until exposed surfaces have
been inspected and approved by the City.
3.3 Application
A. Anti-Corrosive Coating
)
1. Verify that reinforcing is completely clean of rust and contaminants.
) 2. Mix material per manufacturer's instructions. Mix only that quantity that can
be applied within its potlife.
=
DS-10
3. Apply by stiff-bristle brush or "hoppertype" spray equipment.at 80 sq. ft./gal.
(20 mils), based on a smooth surface. Properly coat the underside of the
totally exposed steel. Allow to dry 2-3 hours at 73F/50%RH, then apply a
second coat at the same coverage (20 mils). Allow to dry again before the
repair mortar or concrete is applied.
B. Mortar •
1. Mix repair mortar per manufacturer's instructions.
I
2. Apply a bond, slurry coat of mortar to surfaces and scrub into substrate to fill
all pores and voids.
3. Immediately begin installation of mortar before bond coat dries.
4. Force material against sides and corners, working toward center. Consolidate
thoroughly and screed.
• 5. Finish to skid resistant texture with stiff broom.
6. Protect and cure per manufacturer's recommendations.
END OF SECTION
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DS-11
BID ITEMS 4 B,C -REPAIR APPROACH JOINT SEALS
PART 1 - General
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1.1 Scope
The work of these items consists in general of removing existing joint fillers, sealants, and
contaminants from joints in approaches and filling with new fillers and sealants.
1 1.2 Measurement Ahd Payment
Repair approach joint seals will be, measured and paid for at the Contract Unit Price per
lineal foot of joint repaired as shown in the Schedule of Work Items and shall include full
compensation for providing all labor, materials, tools, equipment and incidentals, and
performing all work required to complete these items as shown on the drawings and
described herein and no separate or additional payment will be made therefore.
1.3 Submittals
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A. Product Data and Certifications
Submit manufacturer's product data and certifications showing conformance with
specifications.
B. Installation Instructions
Submit manufacturer's installation for review by the Agency prior to beginning
installation.
1.4 Delivery, Storage and Handling
A. Deliver the specified product in original, unopened containers with the
manufacturer's name, labels, product identification, and batch numbers.
rjB. Store and condition the specified product as recommended by the manufacturer.
1.5 Job Conditions
A. Environmental Conditions
) , Do not apply material if it is raining or snowing or if they appear to be imminent.
P. Protection
Precautions should be taken to avoid damage to any surface near the work zone
due to mixing and handling of the specified joint filler.
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) DS-12
PART 2 -PRODUCTS
2.1 Concrete to Concrete Joints
Joint fillers, backer rods, sealant and incidentals shall be the same as for Bid Item 2; Parts
2.1 and 2.2 C, D, and E.
2.2 Concrete to Asphalt Joints
A. Joint Filler
1. Joint filler shall be a premolded bituminous expansion joint filler conforming to
' Section 201-3.2 of the Standard Specifications.
2. Filler may be of single or multiple thicknesses to fit tightly in prepared joint.
B. Joint Sealant
Joint sealant shall be either Type C or Type D conforming to Sections 201-3.6 or
3.7 of the Standard Specifications respectively.
PART 3 - EXECUTION
3.1 Preparation
A. Remove existing sealant and filler materials and all other dirt, grass and other
contaminants to a depth of 6 inches or the paving thickness, whichever is less.
B. Thoroughly clean and dry surfaces of joint.
3.2 Installation
A. Concrete to Concrete Joints
! ;
• Install primer, filler, backer rod and sealant in accordance with Bid Item 2A, Part
3.3.
B. Concrete to Asphalt Joint
j 1. Prime surfaces with asphaltic primer and insert filler to completely and tightly
fill joint width.
2. Top of filler shall be set below surfaces of joint at a uniform depth equal to
5 between '/z and 1 times the joint width and a minimum of 3/4 inch or as
instructed by sealant manufacturer.
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3. Prepare sealant per manufacturer's instructions and place in joint to within 'A
inch of wearing surface.
4. Protect and cure as required. •
END OF SECTION
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DS-14
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BID ITEM 5 B - REPAIR TUBE RAILING
• PART 1 - GENERAL
1.1 Scope
The work of this item consists in general of removing a section of the damaged tubular "
steel railing and replacing it with a new railing to match the original, including all sleeves,
nuts, bolts and incidentals required.
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1.2 , Measurement And Payment
Repair Tube Railing will be measured and paid for at the Contract Unit Price per lineal
foot of tube installed as shown in the Schedule of Work Items. Payment shall include full
compensation for providing all labor, materials, tools, equipment and incidentals and
performing all work to complete the replacement as shown on the drawings and specified
herein and no separate or additional payment will be made therefore.
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_ 1.3 Submittals
A. Shop Drawings
Submit materials list and fabrication drawings of assembly for review by the
Engineer prior to ordering any materials.
B. Certifications
Submit certifications of welding, galvanizing and material compliance to Agency.
1.4 Delivery, Storage And Handling
•
Deliver, store and handle materials to prevent damage to galvanized coatings and bending
and denting tubing.
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1.5 Scheduling
Do not remove existing railing until new railing is ready and available for installation.
i---1 1.6 Protection
, i
A. Do not leave railing unprotected and open to public use for duration of removal,
and provide all worker protection required by governing codes and regulation
L1 during repair work.
B. Protect unsupported ends of existing railing until new railing is in place.
i DS-15
PART 2 -PRODUCTS
2.1 General
All railing materials shall conform to Section 206 of the Standard Specifications and these
specifications and shall match existing railing.
2.2 Tubing
Rectangular or square tubing shall conform to ASTM A 500 Grade B.
PART 3 - EXECUTION
3.1 General
t
Conform to Section 304-2 of the Standard Specifications and these specifications.
3.2 Existing Railing
A. Cut existing railing and drill holes or weld connections accurately and cleanly.
B. Repair cut and damaged surfaces or galvanizing in accordance with Section 210-
" 3.5.3 or 3.5.4 of the Standard Specifications.
3.3 Installation
Install new railing station in one piece. Cut accurately to fit providing sufficient room and
- connections toallow for expansion and contraction same as existing.
END OF SECTION
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DS-16
BID ITEM 7D - REPAIR MEDIAN JOINT SEAL
PART 1 - GENERAL
1.1 Scope
"The work of this item consists in general of removing the existing sealant, inspecting and
repairing or replacing the rubber jointseal as needed and installing new sealant in the
median at the northerly end of the bridge.
1.2 Measurement and Payment
A. Repair Median Joint Seal will be measured and paid for at the Contract Lump Sum
Price as shown in the Schedule of Work Items. Payment shall include full
compensation for providing all labor, materials, tools, equipment and incidentals
and performing all work required to complete the repair as shown on the plans,
described herein, and directed by the Engineer.
B. The full extent of the work item is to be determined in field as described below.
No deduction or addition to Contract Price will be made whether or not all of the
items described herein are installed or not.
1.3 Submittals
•
A. Product Data and Certifications
f
Submit manufacturer's product data and certifications showing conformance with
specifications.
B. Installation Instructions
Submit manufacturer's installation instructions for review by the Agency prior to
beginning installation.
1.4 Delivery, Storage and Handling
A. Deliver the specified product in .original, unopened containers with the
manufacturer's name, labels, product identification, and batch numbers intact.
B. Store and condition the specified product as recommended by the manufacturer.
— 1.5 Job Conditions
A. Environmental Conditions
Do not apply material if it is raining or snowing or if they appear to be imminent.
' DS-17
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B. Protection
Precautions should be taken to avoid damage to any surface near the work'zone
due to mixing and handling of the specified joint filler.
•
• PART 2 -PRODUCTS
2.1 ' Sealant, Filler and Backer Rod
Use same as specified in Bid Item 2A, Parts 2C,D and E.
2.2 Joint Seal
Joint seal and lubricant-adhesive shall be a Type B seal to match existing and shall
conform to State of California Department of Transportation Standard Specifications
(Caltrans) Section 51-1.12F(3)b. and Standard Plan B6-21. MR = 1 '1/2 inches. Verify
existing jointwidth prior to ordering materials.
j PART 3 -EXECUTION
3.1 Removal, Inspection and Preparation
A. . Remove existing joint sealant and other filler if present.
B. In presence of Engineer, inspect joint and condition of existing Type B joint seal,
and clean of all dirt, debris and other contaminants.
C. If seal is damaged, determine if it can be repaired to watertight condition or if it
needs to be replaced. 5
j1. If seal is to be replaced, remove the seal. Neatly cut seal. as needed at curb
faces and remove and clean joint faces to .bare concrete and prepare per
Caltrans Section 51-1.12F(3)b. S
?^ 2. If seal can be.repaired in place, thoroughly clean exposed joint surfaces and
surfaces -of seal around damaged portions and repair holes or tears with
adhesive as approved by Engineer. Prepare joint for installation of new backer
rod and sealant in conformance with sealant manufacturer's instructions.
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3.2 Installation
A. Type B Seal
1. Install Type B Seal in accordance with Caltrans Section 51-1.12F(3)b. and
i Standard Plan B6-21. S
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DS-18
2. New seal shall be tightly adhered to existing seal to provide a watertight joint.
3. New seal may be trimmed and formed to fit the profile of the median or placed
down at deck level to join existing. If placed to fit median profile the Engineer
will determine if elastomeric sealant will be installed or not.
B. Elastomeric Sealant
Install sealant and backer rod in accordance with Bid Item 2A, Part 3.3 and per
•manufacturer's instructions if Engineer determines that sealant is to be installed.
END OF SECTION
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1 i DS-19
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BID ITEMS 8A, B, C AND D, AND 9A, B AND C - TRAFFIC CONTROL, STRIPING, AND
SIGNAGE
PART 1 - GENERAL
1.1 ° Scope
The work of these items consists in general of providing all temporary traffic control,
fabricating, installing, and removing four (4) city notification signs, and of reapplying all
existing traffic striping and marking damaged as a result of the work of the contract.
1.2 . .Measurement and Payment •
r A. Traffic Control, Striping, and Signage will be measured and .paidfor at the
Contract Lump Sum Unit Prices as shown in the Schedule of Work Items and shall
include full compensation for providing all labor, materials, tools, equipment and
incidentals and performing all work required to complete the items of this section
as described in these specifications:
B. Compensation for all costs for the four (4) city notification signs shall beincluded
in Bid Items 8A, B, C, and D and no separate or additional payment will be made
therefore.
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1.3 Submittals •
A. Traffic Control Plan
Submit plan showing work schedule and plan for control of traffic,through the
work areas. The plan will, list and show all items and manpower for lighting the
work area and controlling access through the areas of work.. Submit-traffic control
plan within seven (7) calendar days of award of,contract for-review by the City.
The City shall have final and complete determination as to the acceptability ofthe
plan and schedule.
B. Product Data.and Certifications
Submit manufacturer's data and test certifications showing conformance of
permanent" traffic striping and other delineators proposed' for use with the
specifications for review by the City prior to ordering any materials.
C. City Notification Signs (4)
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Submit materials list and scaled drawings of proposed city notification signs and
J supports for approval by the City prior to starting work.
�. Ds-2o '
1.4 Regulatory Requirements '
In addition to those provisions of Section 7-10 of the Standard Specifications dealing with
Public Convenience and Safety, the following requirements are included as contract
specifications:
All warning and regulatory signs, lights and devices used for the protection of the
public on the project shall conform to those described in the current issue of the
State of California Manual of Warning Signs, Lights and Devices for use in
Performing Work Upon Highways as required by Section 21400 of the California
Vehicle Code.
1.5 Sequencing and Scheduling
A. Definitions
1. Nighttime construction is defined as between the hours of 10 p.m. and 6 a.m.
2. Daytime construction is defined as between the hours of 9 a.m. and 3 p.m.
B. Lane Closures
r } 1. On all bridges except La Novia Avenue, a minimum of one 12-foot wide traffic
lane plus 1 bicycle lane in each direction shall be maintained at all times.
2. At La Novia Avenue, approximately one half of the bridge may be closed at a
time while maintaining one 12-foot minimum width traffic lane for use by
traffic alternating in each direction. Provide flagperson at each end to control
• traffic in each direction.
C. . Work Hours
1. Del Obispo Street Bridge
Work and lane closures shall occur only during nighttime hours.
2. La Novia Avenue Bridge
Work and lane closures shall occur only during nighttime hours.
i 3. Camino Capistrano Bridge
- Work and lane closures shall occur only during nighttime hours.
4. Rancho Viejo Road Bridge
Work and lane closures shall occur only during daytime hours.
DS-21
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PART 2 - PRODUCTS
A. Pavement Striping and Marking
•
j f Paint for traffic striping and marking shall conform to Section 210-1 or the Standard
Specifications as approved by the Engineer.
i B. City Notification Signs
Notification signs shall be weatherproof painted metal or plywood signs mounted on wood
or metal posts as approved by the City. City will provide a black and white xerox copy of
City logo from which the Contractor shall make stencils and the signs. Stencils shall •
become property of the City. A minimum of one (1) sign for each work location (total 4
signs) shall be provided.
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PART 3 - EXECUTION
A. Pavement Striping and Marking
•
Conform to Section 310-5.6 of the Standard Specifications and as directed by the
Engineer. •
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B. City Notification Signs
Provide and erect notification signs one (1) week prior to starting construction at
locations as agreed upon with the City. Remove signs within one (1) week of completion
of construction.
END OF SECTION
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DS-22
CITY NOTIFICATION SIGN
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` CIA- Your City Dollars
at Work
City Bridge Repairs •
Proposed Completion - (date) 1998
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1. Black letters on beige background
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-2. 5'-0" x 3'-0"
1 3. Single post mounted
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