1996-1203_HOLLAND-LOWE CONSTRUCTION, INC._Specifications & Contract Documents CITY OF SAN JUAN CAPISTRANO
COUNTY OF ORANGE
STATE OF CALIFORNIA
SPECIFICATIONS
AND CONTRACT DOCUMENTS
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIAICAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS
AND
4. CAPISTRANO VILLAS SPEED BUMPS
Members of the City Council
WYATT HART, MAYOR
GIL JONES CAROLYN NASH
COLLENE CAMPBELL DAVID SWERDLIN
CITY MANAGER
GEORGE SCARBOROUGH
DIRECTOR OF ENGINEERING AND BUILDING
WILLIAM M. HUBER
DECEMBER 1996
TABLE OF CONTENTS
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS
AND
4. CAPISTRANO VILLAS SPEED BUMPS
TITLE PAGE
CONTRACT DOCUMENTS
Notice Inviting Bids 1
Bid Proposal 3
Schedule of Work Items 6
Non-Collusion Affidavit 7
Designation of Sub-Contractors 8
Instructions to Bidders 9
Bid Bond BB-1
Performance Bond PB-1
Labor& Material Bond LM-1
CONTRACT
Contract 1-4
SPECIAL PROVISIONS
Work to be Done SP-1
Section 1 Standard Specifications SP-1
Section 2 Terms Defined SP-2
Section 3 Flow and Acceptance of Water SP-2
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-3
Section 8 Construction Zone SP-3
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
Section 13 Order of Work SP-6
Section 14 Notification SP-6
Project Schedule Form
TABLE OF CONTENTS (CON'T)
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS
AND
4. CAPISTRANO VILLAS SPEED BUMPS
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
Bid Item 1 Project Survey DS-1
Bid Item 2 Reestablish Centerline Ties and Monuments DS-1
Bid Item 3 City Notification Signs DS-1
Bid Item 4 Remove Existing PCC Curb, Gutter, Spandrel, Valley Gutter & DS-1
Sidewalk
Bid Item 5 PCC Curb Type A DS-2
Bid Item 6 PCC Spandrel and Curb DS-2
Bid Item 7 PCC Handicap Access Ramp DS-2
Bid Item 8 PCC Valley Gutter DS-2
Bid Item 9 PCC 4" Thick Sidewalk DS-3
Bid Item 10 Cold Plane and Existing Asphalt Concrete 0.12' Deep to Zero DS-3
Bid Item 11 Remove and Replace Existing Asphalt Concrete DS-3
Bid Item 12 Remove Structural Section DS-3
Bid Item 13 Pavement Reinforcing Fabric DS-4
Bid Item 14 Asphalt Concrete Deeplift DS-5
Bid Item 15,22&26 Asphalt Concrete Overlay DS-6
Bid Item 16&19 Adjustment of City Manhole Frames and Cover Sets to Grade DS-6
Bid Item 17,20&24 Adjustment of CVWD Valve Boxes to Grade DS-6
Bid Item 18,23&27 Project Striping DS-7
Bid Item 21,25,28&29 Traffic Control DS-7
Bid Item 30 Asphalt Bump DS-8
Bid Item 31 Speed Bump Sign/W6 (15) DS-8
Bid Item 32 Install Thermoplastic Legends DS-9
Bid Item 33 Install Twelve-Inch Wide Thermoplastic White Stripes DS-9
Bid Item 34 Stripe Legends DS-9
Bid Item 35 Stripe Twelve-Inch Wide White Stripes DS-10
APPENDIX
City Notification Signs (3 sheets) A1-3
City of San Juan Capistrano Standard Plan No. 300 A4
OCEMA Standard Plan No. 207 A5
City of San Juan Capistrano Standard Plan No. 330 (2 sheets) A6-7
CVWD Standard Plan W13 (2 sheets) A8-9
Speed Bump Location Description (No. 13, 14, 15 & 16) Al0
Speed Bump Location Plan (No 13, 14, 15 & 16) Al 1
Speed Bump Detail Sheet Al2
Sign Installation (3 sheets) A13-15
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CANIINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS
AND
4. CAPISTRANO VILLAS SPEED BUMPS
NOTICE INVITING BIDS
Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the 3rd
day of February 1997, receive sealed proposals or bids for the Preventative Street Maintenance 1996-
1997 Rehabilitation of 1. Via California/Camino Las Ramblas, 2. Avenida Aeropuerto 3. Mission
Hills, and 4. Capistrano Villas Speed Bumps,in accordance with the approved Plans, Specifications,
Special Provisions, and the Standard Specification for Public Works Construction, 1994 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 hereinbefore stated at the City Clerk's
Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California.
No bid will be received unless it is made on a proposal provided within these specifications. 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.
A pre-bid conference is scheduled at 10:00 a.m. on the 27th day of January 1997, 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. 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 Sixty (60) calendar days has been set for the completion of the work, 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 and specifications mailed.
Each bidder shall state the California Contractor's License Number and Classification of such bidder
so bidding, as no 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 //" day of atr_IA141-/t- ./ 99(v
CITY CLE'
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
2
BID PROPOSAL
For the: PREVENTATIVE STREET MAINTENANCE 1996-1997
L VIA CALIFORNIA/CAMIINO LAS RAMBLAS, 2. AVENIDA AEROPUERTO
3. MISSION HILLS AND 4. CAPISTRANO VILLAS SPEED BUMPS
From:
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, 1994 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 total of:
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.
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 Sixty (60)
calendar days.
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
3
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 the
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's check 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 "$
cash," cashier's check, certified check or bidder's bond on the forms from pages 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.
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.
and Classification
Signature of Bidder:
4
(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
Dated:
Telephone Number
Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in this
proposal, that they are correct to the best of his knowledge and that they constitute his proposal for
the work called out herein.
Dated:
Signature of Bidder
Dated:
Telephone Number
5
SCHEDULE OF WORK ITEMS
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS AND
4. CAPISTRANO VILLAS SPEED BUMPS
Item Approximate Work Items With Unit Price Unit Price Total Amount
Quantity (Written in Words) (In Figures)
1 L.S. Project survey for the lump sum price of
dollars. $
2 L.S. Reestablish centerline ties and monuments for
the lump sum price of
dollars. $
3 6 Ea. Provide City notification signs for the unit
price of dollars per each.
$ $
4 2630 S.F. Remove existing P.C.C. curb, gutter,
spandrel, valley gutter and sidewalk for the
unit price of dollars
per square foot. $ $
5 32 L.F. Construct P.C.C. curb Type "A" for the unit
price of dollars per lineal
foot. $ $
6 1384 S.F. Construct P.C.C. spandrel and curb for the
unit price of dollars per
square foot. $ $_
7 936 S.F. Construct P.C.C. handicap access ramp and
retaining curb for the unit price of
dollars per square foot. $ $
8 64 S.F. Construct 6" thick P.C.C. valley gutter for the
unit price of dollars per
square foot. $ $
9 230 S.F. Construct 4" thick P.C.C. sidewalk for the
unit price of _dollars per
square foot. $ $
10 49,715 S.F. Cold plane 0.12' to zero for the unit price of
dollars per square foot. $ $
11 328 Ton Remove and replace existing asphalt for the
unit price of dollars per ton. $ $
6
SCHEDULE OF WORK ITEMS
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS AND
4. CAPISTRANO VILLAS SPEED BUMPS(Con't)
12 8,725 S.F. Remove structural section (Mission Hills) for
the unit price of dollars per
square foot. $ $
13 64,810 S.F. Provide and install pavement reinforcing fabric
for the unit price of dollars per
square foot. $ $
14 325 Tons Provide and place asphalt concrete deeplift for
the unit price of dollars per ton. $ $
15 735 Tons Provide and install asphalt concrete overlay
(Mission Hills) for the unit price of
dollars per ton. $ $
16 7 EA Adjust City manhole covers and frames to
grade (Mission Hills) for the unit price of
dollars each. $ $
17 5 EA Adjust CVWD valve boxes to grade (Mission
Hills) for the unit price of
dollars per each. $ $
18 L.S. Mission Hills striping for the lump sum of
dollars. $
19 5 EA Adjust City manhole covers and frames to
grade (Avenida Aeropuerto) for the unit price
of dollars per each. $ $
20 3 EA Adjust CVWD valve boxes to grade (Avenida
Aeropuerto) for the unit price of
dollars per each. $ $
21 L.S. Traffic control (Avenida Aeropuerto) for the
lump sum price of dollars. $
22 652 Ton Provide and install asphalt concrete overlay
(Avenida Aeropuerto) for the unit price of
dollars per ton. $ $
23 L.S. Avenida Aeropuerto striping for the lump sum
price of dollars. $
7
SCHEDULE OF WORK ITEMS
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS AND
4. CAPISTRANO VILLAS SPEED BUMPS(Con't)
24 9 EA Adjust CVWD valve boxes to grade (Via
California/Camino Las Ramblas) for the unit
price of dollars per each. $ $
25 L.S. Traffic control (Via California/Camino Las
Ramblas) for the lump sum price of
dollars. $
26 447 Ton Provide and install asphalt concrete overlay
(Via California/Camino Las Ramblas) for the
unit price of dollars per ton. $ $
27 L.S. Via California/Camino Las Ramblas striping
for the lump sum of dollars. $
28 L.S. Traffic Control (Mission Hills) for the lump
sum price of dollars. $
29 L.S. Traffic Control (Capistrano Villas) for the
lump sum price of dollars. $
30 4 EA Asphalt Bump, complete, in place for the unit
price of dollars per each. $ $
31 8 EA Speed Bump sign, complete, in place for the
unit price of dollars per each. $ $
32 4 EA Bump thermoplastic legend, complete, in
place for the unit price of dollars
per each. $ $
33 L.F. 144 Twelve-inch wide thermoplastic white stripes,
complete, in place for the unit price of
dollars per lineal foot. $ $
34 4 EA Stripe bump legend complete, in place for the
unit price of dollars per each. $ $
35 144 L.F. Stripe twelve-inch wide white stripes,
complete in place for the unit price of
dollars per lineal foot. $ $
Total Bid Price (Enter here and on Page 3)
Words Figures
8
NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY
BIDDER AND SUBMITTED WITH BID
STATE OF CALIFORNIA )
) SS.
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 conference with 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 other bidder, or to secure any advantage against the 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 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:
SIGNATURE
On this the day of , 19 , before me, the undersigned, a Notary
Public in and for said State, personally appeared
, personally known to me/proved to me on 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
9
DESIGNATION OF SUB-CONTRACTORS
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 the work called
for in the contract documents for which a sub-contractor is not listed will be 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
1.
2.
3.
4.
5.
6.
7.
8.
BIDDER'S NAME
AUTHORIZED SIGNATURE
10
INSTRUCTION TO BIDDERS
Securing Documents
Plans, Specifications and other contract documents will be available for examination without 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. 1994 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 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 documents
presented to bidders in any manner other than written addendum.
Addenda or Bulletins
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 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.
11
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 hereby
disqualified from submitting a bid in his own behalf.
Proposals
Bids to receive consideration shall be in accordance with the following instructions:
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 words
and the figures, the words shall govern.
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.
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 less than 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.
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 City of San Juan Capistrano may suffer by reason of such failure not
exceeding the sum of ten percent (10%) of the amount of the bid. A bid received and not
accompanied by such cashier's check, certified check or approved bond shall be rejected.
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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.
Award of Contract or Rejection of Bids
No bidder may withdraw his bid for a period of ninety(90) days after the date set for the opening of
bids. The contract for the work will either be awarded or the bids rejected within the ninety (90) days
from the date set for the opening of bids.
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 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 City
of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown within 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.
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 one hundred 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 Sixty (60)
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 to be 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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CONTRACT
This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO,
hereinafter referred to as "CITY" and
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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, 1994 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 PREVENTATIVE STREET MAINTENANCE 1996-1997, 1. VIA
CALIFORNIA/CAMINO LAS RAMBLAS, 2. AVENIDA AEROPUERTO, 3. MISSION HILLS
AND 4. CAPISTRANO VILLAS SPEED BUMPS, in strict conformity with the Plans, Specifications
and all other contract documents, which documents are on file at the Office of the City Clerk, City
Hall, 32400 Paseo Adelanto, San Juan Capistrano, California.
THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum
adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the
manner set forth in the Specifications.
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, and loss
sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore,
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CON TRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred
Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with
waiver of liquidated damages, may be granted as provided in the 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 for a 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 Contract by
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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
DATED: BY:
DAVID SWERDLIN, MAYOR
BY:
CONTRACTOR, LICENSE NO. AND CLASSIFICATION
ATTEST:
Cheryl Johnson, City Clerk
APPROVED AS TO FORM: •
Richard K. Denhalter, City Attorney
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JOB Submitted in Accordance with the Legend:
PROGRESS SCHEDULE LIMITS Requirements of the special provisions % Complete
PRAT. NO. by: Actual Progress
SPEC. NO. Contractor Date Scheduled Progress
START DATE
.Accepted by Date
BID WORKING DAYS
ITEM % OF 10 20 30 40 50 60 70 80 90 100
NO. DESCRIPTION _BID
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CITY OF SAN JUAN CAPISTRANO
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS AND
4. CAPISTRANO VILLAS SPEED BUMPS
SPECIAL PROVISIONS
WORK TO BE DONE
The work in general to be constructed under this contract consists of removal and reconstruction of
concrete, curb, gutter, spandrel and sidewalk at Avenida Aeropuerto and removal and replacing
asphalt concrete cold planing, adjusting covers and frames to grade, asphalt concrete overlay at i) Via
California/Camino Las Ramblas, ii) Avenida Aeropuerto and iii) Mission Hills, three separate
locations within the City, as well as constructing four asphalt concrete Speed Bumps (No. 13 and 14
on Avenida De La Vista and one each on Calle San Francisco and Calle San Luis in the Capistrano
Villas area of the City), furnishing and installing Speed Bump/W6 (15) advance warning signs,
installation of Bump thermoplastic and painted stencil/legends and installation of twelve-inch
thermoplastic and painted white stripes.
SECTION 1 - STANDARD SPECIFICATIONS
The contractor shall perform his work in accordance with the Standard Specifications for
Public Works Construction, 1994 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
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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 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 flow line) indicated on a grade sheet.
SECTION 2 - TERMS DEFINED
Whenever in the said Standard Specifications the following terms are used, it is hereby
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.
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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 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
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 of this 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.
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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 during performance 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 and where they do not: cause or
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 superchlorinated potable water line flushings.
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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 of contaminated groundwater, or discharging, contaminated soils via surface
erosion is prohibited. Dewatering of non-contaminated groundwater requires a National
Pollutant Discharge Elimination System Permit from the respective State Regional Water
Quality Control Board.
SECTION 11 - PRESERVATION OF SURVEY MONUMENT
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 must be done prior to certifying completion of a project.
The 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 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.," 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 be checked for compliance with this law.
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SECTION 13 - ORDER OF WORK
By separate contract, the City may award a slurry seal contract for various streets within the City
which may include Calle Aviador and, Calle Perfecto, which are accessed via Avenida Aeropuerto
and Calle San Francisco and San Luis. The slurry project would follow this project. The City also
wishes to minimize the length of time that construction necessarily causes inconvenience to City
residents and businesses.
In order to accommodate the foregoing considerations, the following order of work shall be
observed:
1. All concrete work at the intersections of Avenida Aeropuerto/Calle Aviador and Calle
Perfecto.
2. Cold planing at Via California/Camino Las Ramblas; Avenida Aeropuerto/Calle Aviador and
Calle Perfecto and Mission Hills. This work may be concurrent with the concrete work.
3. A.C. R&R at Via California/Camino Las Ramblas and Avenida Aeropuerto/Calle Aviador and
Calle Perfecto; structural section removal and deeplift AC at Mission Hills. This work may
be concurrent with the concrete work.
4. Capistrano Villas speed bumps. This work may be concurrent with the concrete work.
5. All other work, Avenida Aeropuerto/Calle Aviador and Calle Perfecto.
6. All other work, Via California/Camino Las Ramblas or Mission Hills.
SECTION 14 - NOTIFICATION
The Contractor shall receive no direct compensation for notifying the public of the construction work.
Accordingly, these costs should be prorated to the appropriate bid items.
Mission Hills and Avenida Aeropuerto
Prior to two weeks before beginning any work, the Contractor shall notify all residents, businesses
and agencies impacted by the work by an approved written notice detailing streets and limits of work
to be done, parking and access restrictions, and the day, date and hours of work, which shall be
between 8:00 a.m. and 4:00 p.m.
Prior to 72 hours before beginning any work, the Contractor shall again notify all residents,
businesses and agencies by an approved written notice, detailing streets and limits of work to be done,
parking and access restrictions and the day, date and hours of work,which shall be between 8:00 a.m.
and 4:00 p.m. The Contractor shall also post all streets 36 hours in advance of work with temporary
"No Parking- Tow Away" signs at 100 foot intervals. These signs shall also state the day and week,
hours of no parking, and Contractor's name.
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CITY OF SAN JUAN CAPISTRANO
PREVENTATIVE STREET MAINTENANCE 1996-1997
1. VIA CALIFORNIA/CAMINO LAS RAMBLAS
2. AVENIDA AEROPUERTO
3. MISSION HILLS AND
4. CAPISTRANO VILLAS SPEED BUMPS
DETAIL SPECIFICATIONS AND METHOD OF PAYMENT
BID ITEM 1 - PROJECT SURVEY
The work for this item shall consist of project survey by a licensed engineer or surveyor and
certification of construction to the required line and grade.
PAYMENT
The lump sum price for this item shall include all labor, materials, tools and equipment necessary to
carry out the work as specified and no additional compensation shall be made therefor.
BID ITEM 2 - REESTABLISH CENTERLINE TIES AND MONUMENTS
The work for this item shall consist of the reestablishing of center control ties and monuments by a
Registered Civil Engineer or licensed surveyor removed, disturbed or covered during the course of
construction.
PAYMENT
The lump sum price for this item shall include all labor, materials, tools and equipment necessary to
carry out the work as specified and no additional compensation shall be made therefor.
BID ITEM 3 - CITY NOTIFICATION SIGNS
One week prior to construction, the contractor shall provide and erect City notification signs, at
locations shown on the plans or marked in the field and agreed by the engineer. The signs shall be
removed within one week of completion of construction. The City will provide a black and white
xerox copy of the City logo from which the contractor shall make a stencil(s) for making the signs.
The stencil(s) shall become the property of the City.
PAYMENT
The price per each for this bid item shall include all labor, materials, tools and equipment necessary
to carry out the work as specified and no additional compensation shall be made therefor.
BID ITEM 4 -REMOVE EXISTING P.C.C. CURB. GUTTER. SPANDREL, VALLEY GUTTER
AND SIDEWALK
The work for this bid item shall include removing existing P.C.C. curb, gutter, spandrel, valley gutter
and sidewalk as shown on the plans and disposal. The costs for saw cutting shall be included in this
item.
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PAYMENT
The unit price per square foot for this bid item shall include all labor, materials, tools and equipment
and no additional compensation shall be made therefor.
BID ITEM 5 - P.C.C. CURB TYPE A
The work for this bid item shall include constructing P.C.C. curb Type A per City of San Juan
Capistrano Standard Plan No. 300.
PAYMENT
The unit price per lineal foot for this bid item shall include all labor, materials, tools and equipment
and no additional compensation shall be made therefor.
BID ITEM 6 - P.C.C. SPANDREL AND CURB
The work for this bid item shall include constructing P.C.C. spandrel and curb per OCEMA Standard
Plan No. 207 and details on the project plans.
PAYMENT
The unit price per square foot for this bid item shall include all labor, materials, tools and equipment
and no additional compensation shall be made therefor.
BID ITEM 7 - P.C.C. HANDICAP ACCESS RAMP
The work for this bid item shall include constructing P.C.C. handicap access ramp and retaining curb
per APWA Standard Plan No. 111 - 1 and details on the project plans.
PAYMENT
The unit price per square foot for this bid item shall include all labor, materials, tools and equipment
and no additional compensation shall be made therefor.
BID ITEM 8 - P.C.C. VALLEY GUTTER
The work for this bid item shall include constructing P.C.C. valley gutter per details on the project
plans.
PAYMENT
The unit price per square foot for this bid item shall include all labor, materials, tools and equipment
and no additional compensation shall be made therefor.
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BID ITEM 9 - P.C.C. 4" THICK SIDEWALK
The work for this item shall include constructing 4" thick P.C.C. sidewalk per City Standard Plan No.
330 and details on the project plans.
PAYMENT
The unit price per square foot for this bid item shall include all labor, materials, tools and equipment
and no additional compensation shall be made therefor.
BID ITEM 10 - COLD PLANE EXISTING ASPHALT CONCRETE 0.12' DEEP TO ZERO
The work for this item will consist of cold planing the pavement 0.12' deep to zero where shown on
the plans or marked in the field and as directed by the Engineer.
The workmanship, materials and equipment necessary to complete the work as required shall conform
to Section 302-5.2 of the Standard Specifications.
PAYMENT
Payment for cold planing 0.12' deep to zero shall be at the contract unit price bid per square foot,
which shall be full compensation for furnishing all labor, materials, equipment, cleaning and
incidentals necessary to cold plane the areas shown on the plan and as directed by the Engineer and
no additional payment shall be made therefor.
BID ITEM 11 - REMOVE AND REPLACE ASPHALT CONCRETE
The work for this bid item shall include the removing of existing asphalt, furnishing and placing of
III C2 AR 4000 asphalt concrete marked in the field prior to street slurry. The workmanship and
materials shall conform to Section 302-5 and 400-4 of the Standard Specifications and Orange
County Standard No. 1805.
PAYMENT
The unit price bid per ton for asphalt concrete shall include all labor, materials, tools and equipment
necessary to construct the work and no additional compensation shall be made therefor.
BID ITEM 12 - REMOVE EXISTING STRUCTURAL SECTION
The work for this item shall consist of removing and disposing of the existing asphalt concrete section
as shown on the plans, or marked in the field and as directed by the Engineer.
Sawcutting is not required where the area is to have an asphalt concrete overlay. The workmanship
and materials necessary to complete the work as required shall conform to Section 300-2 of the
Standard Specifications.
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PAYMENT
The unit price per square foot for this item shall include all labor, materials, tools, equipment and
incidentals to remove and dispose of existing asphalt concrete as shown on the plans or marked in
the field and no additional compensation shall be made therefor.
BID ITEM 13 - PAVEMENT REINFORCING FABRIC
Pavement reinforcement fabric shall conform to Section 213-1 of the Standard Specifications and
these Special Provisions.
Pavement reinforcing fabric shall be placed on existing pavement to be surfaced or between layers
of asphalt concrete when such work is shown on the plans, or specified in the Special Provisions or
ordered by the Engineer.
Before placing the pavement reinforcing fabric, a binder of paving asphalt shall be applied to the
surface to receive the pavement reinforcing fabric at an approximate rate of 0.25 gallon per square
yard of surface covered. The exact rate will be determined by the Engineer. The binder shall be
applied to a width equal to the width of the fabric mat plus 3 inches on each side.
Before applying binder, large cracks, spills and chuckholes in existing pavement shall be repaired as
directed by the Engineer, and such repair work will be paid for as extra work as provided in Section
4-1.03D.
The fabric shall be stretched, aligned and placed with no wrinkles that lap. The test for lapping shall
be made by gathering together the fabric or more, the fabric shall be cut to remove the wrinkle, then
lapped in the direction of paving. Lap in excess of 2 inches shall be removed.
Pavement reinforcing fabric shall not be placed in areas of conform tapers where the thickness of
overlaying asphalt concrete is 0.08 foot or less.
If manual laydown methods are used, the fabric shall be unrolled, stretched, aligned and placed in
increments of approximately 30 feet.
Adjacent borders of the fabric shall be lapped 2 to 4 inches. The preceding roll shall lap 2 to 4 inches
over the following roll in the direction of paving at ends of roll or at any break. At fabric overlays,
both the tack coat and the fabric shall overlap the previously placed fabric by the same amount.
Seating of the fabric with rolling equipment after placing will be permitted. Turning of the paving
machine and other vehicles shall be gradual and kept to a minimum to avoid damage.
A small quantity of asphalt concrete, to be determined by the Engineer, may be spread over the fabric
immediately in advance of placing asphalt concrete surfacing in order to prevent fabric from being
picked up by construction equipment.
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Public traffic shall not be allowed on the bare reinforcing fabric, except that public cross traffic shall
be allowed to cross the fabric under traffic control, after the Contractor has placed a small quantity
of asphalt concrete over the fabric.
Care shall be taken to avoid tracking binder material onto the pavement reinforcing fabric or
distorting the fabric during seating of the fabric with rolling equipment. If necessary, exposed binder
material shall be covered lightly with sand.
Engineering fabrics shall be placed in accordance with the various sections of these specifications
requiring the use of an engineering fabric or as specified in the Special Provisions.
A Certificate of Compliance for each kind of engineering fabric used on the project shall be furnished
to the Engineer.
Engineering fabrics shall be furnished to the Engineer in protective covers capable of protecting the
fabric from ultraviolet rays, abrasion and water.
Pavement reinforcing fabric shall be manufactured from polyester, polypropylene, or polopropylene-
nylon material. The fabric shall be non-woven and shall conform to the following:
Weight, 3.0 to 8.0 ounces per square yard
ASTM Designation: D 1910
Grab tensile strength (1-inch grip), 90 pounds min.
ASTM Designation: D 1117
Elongation at break, 40 percent, min.
ASTM Designation: D 1117
Fabric thickness, 12 to 100 mils
ASTM Designation: D 461.
PAYMENT
Pavement reinforcing fabric will be measured by the square foot by dimensional limits shown on the
plans or staked in the field. There shall be no allowance for overlaps in the measurement. Unless
otherwise specified, payment shall be made by unit price per square yard, which shall include full
compensation for testing, furnishing, delivering and placing pavement reinforcing fabric complete in
place. The cost shall include all labor, equipment and tools required to complete the work and no
additional compensation shall be made therefor.
BID ITEM 14 - PROVIDE AND PLACE ASPHALT CONCRETE DEEPLIFT SECTION
The work for this item shall include the furnishing and placing of asphalt concrete as indicated on the
plans and in the specifications. The workmanship and materials necessary to complete the work
required shall conform to Section 302-5 of the Standard Specifications and Orange County Standard
Plan 1805.
DS-5
PAYMENT
The unit price per ton of this item shall include all labor, materials, tools and equipment necessary to
place the asphalt concrete deeplift section, and no additional compensation shall be made therefor.
BID ITEM 15, 22 AND 26 - ASPHALT CONCRETE OVERLAY
The work for this bid item shall include the furnishing and placing of III C2 AR4000 asphalt concrete
as indicated on the plans and in the specifications. The workmanship and materials necessary to
complete the work as required shall conform to Section 302-5 of the Standard Specifications and
Orange County Standard Plan 1805.
PAYMENT
The unit price bid per ton for asphalt concrete overlay shall include all labor, material, tools and
equipment necessary to construct the asphalt concrete paving and no additional compensation shall
be made therefor.
BID ITEM 16&19 - ADJUSTMENT OF CITY MANHOLE FRAMES AND COVER SETS TO
GRADE
The work for this bid item shall include setting all existing sewer and storm drain, manhole frames
and cover sets to grade within the area to be surfaced. It shall be the responsibility of the Contractor
to locate all manholes prior to doing any work and have them dimensioned from two known points.
PAYMENT
The unit price bid per each for adjusting manhole frames and cover sets to grade shall include all
labor, materials, tools and equipment, as well as traffic control and no additional compensation will
be made therefor.
BID ITEM 17, 20 AND 24 - ADJUSTMENT OF CVWD VALVE BOXES TO GRADE
The work for this bid item shall include setting all existing CVWD water, valve boxes to grade within
the area to be surfaced, per Capistrano Valley Water District Standard Plan W13.
It shall be the responsibility of the Contractor to locate all valve boxes prior to doing any work and
have them dimensioned from two known points. The District should be notified at least forty-eight
hours before any work begins (714/493-1515).
At the sole option of the District, this work may be deleted from the contract. Bid prices should
reflect this eventuality and no adjustment to other bid prices will be made.
PAYMENT
The unit price bid per each for adjusting CVWD valve boxes to grade shall include all labor,
materials, tools and equipment, as well as traffic control and no additional compensation will be made
therefor.
DS-6
BID ITEM 18, 23 AND 27 - PROJECT STRIPING
Within 24 hours following the street construction, the Contractor shall provide the traffic striping
shown on the plans complete with reflective pavement markings in accordance with the Standard
Specifications for Public Works Construction and the requirements stated on the plans. The street
shall not be left unstriped over any weekend period.
PAYMENT
The lump sum bid for pavement marking shall include all work specified and shall include labor,
materials, tools and equipment and no additional compensation shall be made therefor.
BID ITEM 21, 25, 28 AND 29 - TRAFFIC CONTROL
The Contractor shall have traffic control plans prepared by a Registered Traffic Engineer and shall
provide and maintain traffic control devices during the construction of the project and until striped.
In addition to those provisions of Section 7-10 of the Standard Specifications for Public Works
Construction(Green Book) 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 the use in Performing Work Upon
Highways as required by Section 21400 of the California Vehicle Code.
Guidelines for the use and placement of these traffic control devices shall conform to the
applicable layouts described in the State Manual and in the latest edition of the Work Area
Traffic Control Handbook (WATCH) published by Building News, Inc. All traffic control
patterns shall be subject to approval of the Engineer.
One-way traffic with the use of flagmen shall be permitted during work hours. All ingress and egress
shall be maintained as one-way at a minimum with the use of flagmen during work hours. Outside
of work hours traffic shall be returned to two-way.
Capistrano Villas Speed Bumps
The work for this item shall consist of providing traffic control plans to the approval of the City
Engineer and implementation to the requirements of the plans, specifications and WATCH Manual.
1. Street closures will be permitted for up to two hours at a single location.
2. Street closures must be planned to ensure that access to all residential and business properties
is possible with minimum inconvenience.
3. The contractor shall provide written notification to impacted residents 48 hours in advance
of any closure.
DS-7
4. The contractor shall provide signs (4' x 4') at the two adjacent intersections (three adjacent
intersections for a closure at an intersection) 48 hours in advance of any closure. The signs
shall indicate the date and time of the closure.
5. The contractor shall conduct his work in such a manner that the closed road can readily be
opened for emergency vehicles if necessary.
6. Street closures of less than 5 minutes need not be notified, but shall not be more frequent than
one per morning and one per afternoon on any one day.
PAYMENT
The lump sum price bid for traffic control shall include all labor, materials, tools and equipment
necessary to complete the work as specified, and no additional payment shall be made therefor.
BID ITEM 30 - ASPHALT BUMP
The installation of asphalt Bumps No. 13 and 14 on Avenida De La Vista and one each on Calle San
Francisco and Calle San Luis will be as shown on location map with precise locations as specified by
the City Engineer and in conformance with attached standard plan, and Bumps will be twelve feet in
width and three inches in height at the mid point. A+/- 1/4 inch tolerance will be maintained. The
bump will be installed across the entire roadway to the lip of the gutter with the final three foot area
tapered flush with the pavement or gutter. Asphalt will be hand laid in two lifts and hot rolled over
a tack coat. Pavement surface will be clean and raised pavement markers and other non-asphaltic
material will be removed. Painted centerline stripes may remain.
The shape of the asphalt bump will be ensured by use of two templates, one of which will control the
twelve foot cross section and the other the taper to the lip of the gutter or edge of pavement.
Asphalt concrete shall conform to Section 302-5 of the Standard Specifications and Orange County
Standard Plan 1805.
PAYMENT
The unit price bid for asphalt concrete speed bump, in place, shall include all labor, materials, tools
and equipment necessary to complete the work as specified, and no additional payment shall be made
therefor.
BID ITEM 31 - SPEED BUMP SIGN
The installation of SPEED BUMP advance warning signs shall be in accordance with the attached
location map with precise locations as specified by the City Engineer.
The speed bump sign will be a 30-inch W37 (modified) advance warning sign. As shown on the
attached plan, letters will be 5-inch series E.
The signs will be mounted on a 1 1/2-inch unistrut post with 1 3/4-inch base erected in accordance
with Orange County EMA Standard Plan No. 1417.
DS-8
PAYMENT
The unit price bid for the advance warning sign unit will include the specified SPEED BUMP sign,
the unistrut post and all labor, materials, tools and equipment necessary to complete the work as
specified, and no additional payment shall be made therefor.
BID ITEM 32 - INSTALL THERMOPLASTIC LEGENDS
The installation of 'BUMP" thermoplastic stencils/legends will be in conformance with attached
Standard Plan and location map with precise locations as specified by the City Engineer for Avenida
De La Vista.
The BUMP legend will consist of eight foot high letters consisting of thermoplastic white pavement
stencil.
PAYMENT
The unit price bid for the BUMP legend will include all labor, materials, tools and equipment
necessary to complete the work as specified, and no additional payment shall be made therefor.
BID ITEM 33 - INSTALL TWELVE-INCH WIDE THERMOPLASTIC WHITE STRIPES
The installation of twelve-inch wide thermoplastic white stripes will be in conformance with the
attached Standard Plan and location map with precise locations as specified by the City Engineer.
The twelve-inch wide longitudinal ladder markings will be placed on each BUMP at six feet on center.
PAYMENT
The unit price bid per lineal foot for the thermoplastic white stripes shall include all labor, materials,
tools and equipment necessary to complete the work as specified, and no additional payment shall be
made therefor.
BID ITEM 34 - STRIPE LEGENDS
Striping of"BUMP" stencils/legends will be in conformance with attached Standard Plan and location
map with precise locations as specified by the City Engineer for Calle San Francisco and Calle San
Luis.
The BUMP legend will consist of eight-foot high letters, two coats of paint, 7-days apart.
PAYMENT
The unit price bid for striping the BUMP legend will include all labor, materials, tools and equipment
necessary to complete the work as specified and no additional payment shall be made therefor.
DS-9
BID ITEM 35 - STRIPE TWELVE-INCH WIDE WHITE STRIPES
Striping of twelve-inch wide lines will be in conformance with the attached Standard Plan and
location map with precise locations as specified by the City Engineer.
The twelve-inch wide longitudinal ladder markings will be placed on each BUMP at six-feet on
center, two coats, 7-days apart.
PAYMENT
The unit price bid per lineal foot for striping the white stripes shall include all labor, materials, tools
and equipment necessary to complete the work as specified and no additional payment shall be made
therefor.
spcpkgl a.bp
DS-10
CITY NOTIFICATION SIGN
,,e4%. Your City Dollars
184N at Work
Rehabilitation of Via California /
Camino Las Ramblas
Proposed Completion - (date) 1997
1. Black letters on beige background
2. 5'-0" x 3'-0"
3. Single post mounted
Al
CITY NOTIFICATION SIGN
Your City Dollars
qV4 at Work
Avenida Aeropuerto
Rehabilitation
Proposed Completion - (date) 1997
1. Black letters on beige background
2. 5'-0" x 3'-0"
3. Single post mounted
A2
CITY NOTIFICATION SIGN
a, Your City Dollars
'� at Work
Mission Hills Rehabilitation
Don Juan Avenue, Guadalupe Street
Ysidora Street and Andres Pico Road
Proposed Completion - (date) 1997
1. Black letters on beige background
2. 5'-0" x 3'-0"
3. Single post mounted
A3
PAVEMENT VaDTH
DIMENSION PER PLAN
1.5' 6'
R= 1/2" 1/4" : 1' R= 1/2" PAVEMENT WIDTH
'-- DIMENSION PER PLAN
1.5" 6"
C.F. SEE . . 3"
NOTE3 �. R= +.2" 1: R= 1/2„
FINISHED ,i ► `"
cn #4 LONGI-
SURFACE FLOW ► TUDINAL BA7► zp� x zFINISHED wSURFACE F1 �'
II
j
#4 x 9" LG.DOWEL
• - AT4' -0" O.C.
I
TYPE "A" TYPE "B"
NOTES:
1. 1/4" EXPANSION JOINTS SHALL BE PLACED AT 40' INTERVALS AND AT ALL MEDIAN
NOSES. 1/8" x 2" WEAKENED PLANE OR PLASTIC CONTROL JOINTS SHALL BE
PLACED AT 10' INTERVALS. FOR DETAILS,SEE STD.PLAN NO. 320.
2. DOWELS AND REINFORCING BAR FOR TYPE"B"CURB MAY BE DF.T.FTED WHEN
EXTRUDED CONCRETE IS BONDED TO PAVEMENT SURFACE WITH APPROVED
ADHESIVE,EXCEPTING THE ISLAND NOSES WHICH SHALL BE DOWELED.
3. WHERE MEDIANS ARE LANDSCAPED, CURB SHALL EXTEND 6" BELOW SUB -GRADE
AND BE BACKED WITH A 20 MIL PLASTIC MOISTURE BARRIER THAT EXTENDS 6"
BELOW CURB C.F.AND H SHALL BE PER PLAN.
4. THESE CURBS ARE NON-WATER CARRYING. TRANSITION TO TYPE "C" CURB AND
GUTTER PER PLAN.
5. CONCRETE SHALL BE 520-C-2500 PER CURRENT EDITION OF STANDARD jaa„
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEC. 201-1.1.2 (se \-.1.- )
177G lb ,,
City of San Juan Capistrano ��.
REVISIONS STANDARD
TYPE "A" AND "B" CURBS PLAN NO.
300
2/,� _, ,_,. j�!� ,‘,/e.� 7/20/95
APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SHT 1 OF 1 /�
A4
il.-� Variab e
Begin gutter transition
1
15' 15'
t Conc. 8" thick +
Control joint, S../'-.7
D 1/4 premolded,filler, A/
A 3 >\. A� min. depth 2 \ - Q
_
R/W 3 C /' C ! . \- 3 R/W
\'i I 1 + \
R_ . __ i Maintain straight_flow line 4' -.- \
4
N.
15.� N • 15
\\ 4-#4-4'0"6 24" O.C. Control joints
2" deep Control joint
(typical)
A— PLAN
Normal
8" guutterter
.
width
AMI
p'-6" min.
"'' VOLUME CONCRETE
SECTION C-C Cross Gutter=0.198 C.Y./L.F.
---Variable gutter
Normal Spandrel (Excluding 2' gutter)
3/4 8 Var. width 25 Radius=6.23 C.Y.
35 Radius=10.12 C.Y.
.. •• • 8"
6" min.
SECTION B-B NOTES:
1. Smooth trowel 8" wide flowline in X-Gutter and Aprons
where grades are less than 0.5%.
2. See Std. Plan 213 for control joint details.
3. When full depth A.0 is used, A.B. as shown in Section A-A
shall not be placed.
i
15' - 15'
4' - 4'
3/e,
Normal
Structural Level 8 l line Structural
section , , , , _ ` _ _ :
.r— S PK $'
ALTERNATE'A' — S' 2"
FOR SIDEWALK 1
CURB& ADJACENT TO CURB
GUTTER _1/4,,_ PER FT.
'fir v gr.`4" P.C.C.SIDEWALK
I
• • 3'PUBLIC UTILITY EASEMENT i
COLD JOINT REQUIRED FOR 5'PARKWAY
CLASS 2 AGGREGATE BASE
6'
OR CMB (3/4" MAX.AGGREGATE)
SECTION A- A
A 3' UTILITY EASEMENT REQUIRED
FOR 5' PARKWAY
- - - - - - -- 4' P.C.C.SIDEWALKr�. — :
NI
1/4" EXPANSION JOINT1/8„x 2„WEAKENED a
1/4" EXPANSION JOINT JOINT'OR PLASTIC CONTROLED pPLANE INT OR
PLASTIC OCONTROL
CURB&GUTTER
10' 1. 10' I 10' 1` 10' 10' _ 10'
40'
A..011--1
PLAN
Jwsn
SEE SHEET 2 FOR DIMENSIONS AND NOTES 4,0 �,
• 77G� Ilcl
•
City of San Juan Capistrano
REVISIONS STANDARD
STANDARD SIDEWALK DETAILS PLAN NO.
330
(/, do;„,, ,/��� ,./e.?4e4 7/20/95
\\ APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SHT 1 OF 2 J
A6
":5
DIMENSIONS
1
PK=PARKWAY WIDTH
S =SIDEWALK WIDTH
50' R/W--PK=5' S =4' -4"
60' R/W--PK= 10' S =4' -4"
84' R/W-- PK=7' S =4' -4" RESIDENTIAL,6' -4" COMMERCIAL&INDUSTRIAL
106' R/W--PK=7' S =4' -4" RESIDENTIAL,6' -4" COMMERCIAL&INDUSTRIAL
120' R/W--PK=8' S =4' -4" RESIDENTIAL,7' -4" COMMERCIAL&INDUSTRIAL
S' =4' -0"
NOTES:
1. 1/4" EXPANSION JOINTS SHALL BE PLACED AT 40' INTERVALS AND AT THE END OF ALL
CURB RETURNS.
2. 1/8" x 2" PLASTIC CONTROL OR WEAKENED PLANE JOINTS SHALL BE PLACED AT 10'
INTERVALS.
3. EXPANSION JOINTS AND WEAKENED PLANE JOINTS FOR SIDEWALK SHALL BE PLACED
TO COINCIDE WITH JOINTS OF THE CURB.
4. FOR EXPANSION JOINT AND WEAKENED PLANE JOINT DETAILS,SEE STD.PLAN NO.320.
5. SIDEWALK THICKNESS IS 4" EXCEPT AT DRIVEWAYS WHERE IT SHALL BE 6"THICK
6. CONCRETE SHALL BE 520-C-2500 PER CURRENT EDITION OF STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEC.201-1.1.2.
7. 10' INTERVAL BETWEEN TRANSVERSE JOINTS MAY BE VARIED IF JOINING EXISTING
IMPROVEMENTS AND APPROVED BY CITY ENGINEER.
8. WIDEN SIDEWALK TO PROVIDE MIN.CLEAR DISTANCE PER STD.PLAN NO.340.
9. ALL EXPOSED CORNERS ON SIDEWALK SHALL BE ROUNDED OFF WITH 1/2"RADIUS,
EXCEPT AS OTHERWISE SHOWN ON STD.PLAN NO.300 OR 301.
Jew
• ilk
• via�� •
City of San Juan Capistrano
REVISIONS STANDARD
STANDARD SIDEWALK DETAILS PLAN NO.
330
G-�.a,�� /""' ,��A4 7/20/95
APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SHT 2 OF 2 J
A7
NC,N-POTABLE WATER DOMESTIC WATER l
BROOKS 4TT BROOKS 3RT /
H&C #1 H&C 10"
41111111L .••••••••
•
••••••••••
N.P.W. •• •
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i• ••.
•
••• ••••• • •
•••••••••
•; •••4•x•0.•,.•
24" DIA. FOR 3RT
6" 26" DIA. FOR 4TT TOP
N A.C. PAVEMENT
/ FINISHED GROUND
L I 1 _I" SURFACE
2"R. � U L ' > r: CLASS "B"
\`// co 1-.. a) '\\` / CONCRETE COLLAR
oM (TYP.)
t.x \\\y/ ' i VALVE BOX
\\\//
Lu CONC.
Z COLLAR _J TRACER WIRE. 14 GA BARE
�r o FOR COPPER WIRE, TAPED TO PIPE
.1 '-'4 \ PAVEMENT EVERY 10' AND FIXED TO TOP
F-- Z / CONDITION / OF VALVE CAN.
o Z
Cl) 1-1-:CO
w o '--
o ao. ..r- 8" CL100 ACP OR 8" PVC SDR35 SEWER
Z 0 Q PIPE FOR VALVE WELL MATERIAL
•o
Pi BACKFILL AROUND VALVE
(" 117 2 WITH SAND PER SECTION 15100
is
j
L 1 WATER MAIN
/%\\` 11/././.......
7
a
t____4AL-_,.,
CLASS "B" - 4 . #4 STEEL REINFORCING BARS
CONCRETE / COATED WITH 3M EC-244, KOPPERS
ANCHOR ` • Y CO. BITUMASTIC NO. 505 OR
BLOCK APPROVED EQUAL ONLY TO
EXPOSED PART OF REINFORCING
A it BARS
VALVE & VALVE 3OX I \ STALLATI O \
REVISIONS CAPISTRANO VALLEY STD. NO.
NO. DATE APPROVED
1 03/11/92 Rwc 0if/bN
WATERDISTRICT 2 08/11/92 RWC — 1 3
c„,„ ...... ØOTENLa
D E SHEET 10F 2
F:\CVVVOSPD\W-13A
A8
TYPICAL BUTTERFLY VALVE
OPERATOR POSITION
STREET q.
-N 1 VALVE (TYP.)
. -
- 4.
. :
----------/
PIPE (TYP.) 6 . .
..
OPERATOR (TYP.)
— SEE NOTE 4
4W CONSTRUCTION NOTES:
VALVE 1. PROVIDE VALVE STEM EXTENSION IF DEPTH
WELL TO VALVE NUT EXCEEDS 3 FEET. SEE
DWG. W-9.
JIL 2. IN NEW TRACT DEVELOPMENTS, PRIOR TO
-LI PAVING EXTEND VALVE PIPE WELL 2' ABOVE
GROUND ON "KEY VALVES" FOR EMERGENCY
SHUTOFFS.
VALVE 4'- 1.-1
3. BUTTERFLY VALVE OPERATORS SHALL BE
, \ LOCATED ON THE LEFT-HAND SIDE OF THE
/ \ VALVE (AT THE TEE OR CROSS) AND
i \ LOOKING THROUGH THE VALVE TOWARD THE
---- - w-lis
IIIMIIIIMMINIIIMINIIMIIIIi PIPE END.
0"1"11 4. WHERE CONCRETE CROSS GUTTERS WILL
EXIST AT STREET INTERSECTIONS WHICH WILL
/ INTERFERE WITH VALVE BOXES, THE
PIPELINE SHALL BE MOVED TO A POSITION
OF 7 FEET OFF THE CURB FACE TO CLEAR
CROSS GUTTER.
a 5. VALVES TO BE LOCATED ADJACENT TO
d .
a • FITTINGS WHEREVER POSSIBLE USING
.1 e FLG X RT VALVES.
6. VALVES BOLTED TO FITTINGS WILL NOT
< REQUIRE ANCHOR BLOCKS.
A 1 a
VALVE SIZE DIMENSION
A B
6" OR SMALLER 12" 12'
C 8" 13" 14"
10" 14" 15"
12" 14" 18"
DIMENSION "Of' = TRENCH WIDTH PLUS 2X
PIPE DIAMETER
VALVE AND VALVE BOX ASTALLATIO \
REVISIONS STD. NO.
NO. DATE APPROVED
4CAPISTRANO VALLEY
1 01/24/90 RwC elk
..w. WATER DISTRICT 'SY 13
2 08/11/92 RwC
_ - CI, .111. 01 APP-evE 9
A!Or
—
111. RICT-ENGINEER - - SHEET 2 OF 2
F\CVwDSTD\W-138
A9
Center of speed bump to be located at the following locations:
AVENIDA DE LA VISTA
1 Through 12 constructed previously
13) 16 feet north of the alley located just south of 26532 Calle Santa Barbara
14) 37 feet south of the alley that is south of Calle La Purisma.
CALLE SAN FRANCISCO
15) 135 feet east of the alley located just west of 26491 Calle San Francisco.
CALLE SAN LUIS
16) 165 feet east of the alley located just west of 26972 Calle San Luis.
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WARNING BUMP
SIGN (S M P F{ ".nrrgJ
si/fas E
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1 see No to 6) ��__-�I =,n
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• Ii
NOTES
1. Square perro.ated steel tube posts with break-away base, "Telespar",
shall be used for all traffic control and in::ormational signs within
•
rozci right-of-way, with the exception of street name signs per Standard
PlanI407.
2. The number of posts required for sign inscallotion shai' b, determ'n2d
by the area of the sign or combination of signs to be ins_alled. A
single post shall be used where ,,oth the length and width are less than
48", with the exception of a 48" x 48" stop sign. Douh'e posts shall
be used where either the length or the width exceeds 48''.
3. The anchor assembly shall consist of a 2" square by 2' -6" Anchor Post
and a 24" square by l ' -6" Ancor Sleeve.
.4. The Anchor Assembly, consisting of the Anchor Post anc Anchor Sleeve,
shall be driven simultaneously until only I." to 2 ' rema'.ns above ground
level . The tops of both pieces shai_ r ' flush
5. All dirt shall be removed from the inside top 8" of the Anchor Assembly
to allow for installation of thy. sign post.
6. Install the 1 3/4" square Sign Post E" to 8" into the Anchor Assembly
and secure in place with two 5/16" Universal Head Drive Rivets as shown.
The rivets shall be installed on the side opposite t:s`fic flow and the
side away from traffic as shown in order to achieve .h- maximum break-away
effect.
7. Installation according to these requirements is essential to mairLain
the b-eak-away characteristic& of the post system Under NO circums,ances
shall the Anchor Assembly be secured in concrete footings.
ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN
Approved 14 1 7
C.R. IWlsow, Diriclor of Public *forks
Adopted: Res.85-339 Revised: •
SIGN POST INSTALLATION -
-
SHEET 2 u 22.,- A14 _
IP,
1 M.•he.head boll..Ih flat washers,nbl,r 'API{q,,./� . I
I /rather,Ml end lam n.l - p .l i.l�ll tl rel•••I,... .ir. M' " .
\ c I.1•Ys Om. Rt.".HO unbalanced -,
upns errata 11100 36'0dth •.
.Out WWI.WS.r•t-se'.O'-6•le.ter.36- mem.ens I.• m 1 slew.
\ _-__i'4• JI�ri.i.0'-6'I>p3.•.!4 eras seen,' 1,O.Dae 1.OAh 1,1992 rnorm o.it.. ._ r3ssx •
! 2'4. 3'41 '/ Bend bee rack too YbckN.ryrr•e w•411.4e.Wm IB"
• s'T'tl
iYr Mac•pelage 4 dWal 6te 141•ea ��
•
t\ I sena .._,a� . ...
•M Nal.z uA,:•
SECTION B•8 SECTION C-G SEC TION D-D
POST SPACING TABLE
SIGN PANEL • SIGN PANEL POST
k•s.•slot
LENGTH OVERHANG SPACING
I 2 9 c/0 c .n ane7t 01113 140s..doh, ec
th unp for srQn•54 •A• •9• •C•
1 1
orae dear,. 4'_B y5'-0_"9 S'6' 7',9'f►12' 3'6'
)•. _,. _ 1 tYlyy 1 6'-d 8 6'6. 12-a Is. 4'-0•'
e i e Attach•rel b pas, '' Y.elWIlon pot --
>�•ln.Ys ...-.... f wan Dolls 01 lop -' 7'-o'a 7-6' IV a Kr r-6•
1r% 4.hes trap bdt mitt not t .-.� cen,er and bottom ie-
.. .OMer•,nwr ter, (�. 1
IrxY sooty and nut :••, -% � .::::-...,,,,E __B•_0• 19• s•-0•
.. ._. r i ------....-77Th.,
9•O' ---f 22 S_4
Nell DIOCY to pas/al
_ •' .1 9'•6' 24' S'-8
7_____ r C mrd-depth of.teh r W �.
Sign panel Ill LI-.r 10'-0' 24' 6.-0"
111 "E"Peel Embedment r-
id-6• 24' 6'6•
UNBALANCED BALANCED END VIEW BALANCED II^0',11'_6"91Y-O' 24•,27_830• Y-0
Post Embedment -_12'-6' 30 T_6-
Post •E• _ 13•-0. 30' --8.0•..
_Sete _ I3'-6'Et N'-6' _ 30'8 36• B••6' �/1
SINGLE POST INSTALLATIQN_ = -- i.i 75' --- - -`"
i.4'Pote i-IPL' /Jljl i 1vt zn' _ I4'_Cr_._Is'o' 30'8 s6 1 9'-0' -1
.-L IS..Noels r.godY9 Peek•.ey 1.r1•r.to 4-e6-Rost i,-0 t e i-D h--T(.7' 4...6. 4 5' 15'-6.8 16'-0' 36.6 39' 9'"6' '0
0) .Ingle peel e.eta.eliau, I g
'' '6's 6' S0 , _Ifi 6 39• 10'-O'
,---t t X 6 6'.a 60I7-O'8 l7'-6• 39"e 42• 10.6' '7
L11 -
PLAN 18'-0'8 NY-6' 42'8 451 II 0' r'
• 3 rb ha.oar br' M. M bad -. -_
m bat.•Mrs•Noe. looser 19' 0' 45• II" D
•r t ..A• LMeth d sl en pone,• Strap is 6111
nod God pen w, 19'6.8 20'0' 45.8 aB' 17_0' _ Z
-11 K6• l lb'.1Ye S4. la 20'6"B 21'-0• 49-8 Si 12.6'
•8'.'C'Po.l .pOLing . B' _��- Yt'In, M bon.,m _21-•6^ St. 13.'0. 33
0. hOq o•erMrla ELEVATION Iblleash«.,ober.oc.rt, --- - -- -' ---
I Detail'4' bek •a.M.and nue 22.0.8 27_6" 5i B 54: 13'-6_ y I(n
BACK BRACE DETAILS 23`0' _ - 64" 4'o_ N
o (S.• Plater2) NOTES +2`16"B 24'-0• sea 57- N'.6•
11111.
i 1111
I. Place bre doenswn of posl cross sect,nmol to s.yl od1 See Sec non C C
6 2. Boto.ced urple posl installations of unnamed Sala. Neel 01.0lurn panel
• He.Moa Doll Siena Stroll hove block apocer. it 1B'or mor N drp,h 000 o come.nnon o1
Sd.ce line block spacers and Dock bro.,11 19 or more 1n depth and 34'b more
Post•E P'or1e1 Da,s -LInridlhSignpanrN lessten IB•in depth and 34•os more In.�dlh. o
-CL PostC--------"AM-11-''
•boll Mve bock baces o&7.
-fut Fbl was Mr 3. For post ate see soon 107.1, formal of quantity sheets
r' Fleash.rut 4. Bolonced sine.pent mstolblrons 01 Lomtnoted Panel and Promra singe
Orlsed haSmokes.?
4�6 '1 FIDer.esMr end tom nal sneel pante urns remake bock braces when 34•a more m.Idle.
' teure,Se• ,: 5 Breakoro) tfotwe to ample Doll Ins10110 IIon shall be Int some os the
SW Yhle --� 1J BREAKAWAY FEATURE be01,0.0y feature semen for tM two poll Instal...,
Hole Boll nolo toy,n pep 1 on 17. oral 7•raw i.Veer
----Same as abort boll 6. tolerance for Moe/tete.01 denims notes In Dr league.IS t•I/8"
of panel Droll holes In post la match pet,en..le 6••6"ewlr
ELE vATION 00neifoe msned SIDE VIEW O..rvt•0.09r4•.6 e,.e.
alga nae ai.pweuN to.I5
.I..o 5•d Na.6 1.1.1...s..
•1 DETAIL A
ebbed Saw.
TWO POST INSTALLATION i STATE OF CAL191..0
- -- s4.' Dlomrlt,lar seglf sheet ol..m.num gm,sr, OEPARIIENI Of TRANSPORTATION
kD• homed op U.emletnonoted panel•Ian.. ROADSIDE SIGNS - WOOD POST
homed smote.teres Num�mwn pool u N
TYPICAL INSTALLATION DETAILS NO. 2
NO SCALE
- - - � S2
R