Project 129 - Specifications - 2011-10-01 ' COSTA MESA SANITARY DISTRICT
ORANGE COUNTY, CALIFORNIA
' CONTRACT SPECIFICATIONS
FOR
BRISTOL STREET SEWER REPLACEMENT
PHASE II
Project No. 129
Bid Date: October 25, 2011
Contract Time: 60 Working Days
wgA SANIT,lipp
Ors
FDual. d
O y
1,1 `°)�D
oRpORAT�v
Robin B. Flamers
1 District Engineer
Costa Mesa Sanitary District
((of ESS/p1�BIN B. HAMERS
rn
RCE NO.31720 m
' EXP 12/31/2012
v% ihr
lob
I . S T TBER
1
1 BRISTOL STREET SEWER REPLACEMENT
PHASE II
' Project No. 129
TABLE OF CONTENTS
I
NOTICE INVITING SEALED PROPOSALS (BIDS)
1
BID PROPOSAL
STANDARD SPECIFICATIONS
SPECIAL PROVISIONS
SOILS INVESTIGATION
CITY OF NEWPORT BEACH STANDARDS
1 ENCROACHMENT PERMIT REQUIREMENTS
' 2. CITY OF NEWPORT BEACH STD-105-L-B
3. CITY OF NEWPORT BEACH STD-106-L
' COSTA MESA SANITARY DISTRICT STANDARDS
4. CMSD STD DWG.NO 5-100
5. CMSD STD.DWG.NO. 5-104-A
6. CMSD STD. DWG.NO. S-112
COSTA MESA SANITARY DISTRICT CONSTRUCTION AGREEMENT
REQUEST FOR CHANGE ORDER FORM
1
COSTA MESA SANITARY DISTRICT
' ORANGE COUNTY CALIFORNIA
NOTICE INVITING SEALED PROPOSALS(BIDS)
' NOTICE IS HEREBY GIVEN that the Board of Directors of the Costa Mesa Sanitary District invites
and will receive sealed proposals (bids) for furnishing all labor, materials, equipment, transportation,
permits, and other items necessary for the construction of the following project:
BRISTOL STREET SEWER REPLACEMENT
PHASE II
' Project No 129
Bids will be received by the Costa Mesa Sanitary District office at 628 West 19th Street, Costa Mesa,
California until the hour of 10:00 a.m. on the 25th day of October, 2011, at which time they will be
opened publicly and read aloud in the Board Conference Room. Sealed proposals shall bear the title of
the project and the name of the bidder Any bid received after the scheduled bid opening time shown
above will not be accepted and returned to the bidder unopened. It shall be the sole responsibility of the
bidder to seal and deliver the bid proposal to the District office at or before the time specified in this
notice provided.
' A set of the approved contract documents including plans and specifications may be obtained at the
District office or requested by phone at (949) 645-8400 Extension 221 for a non-refundable payment of
' $30.00. An additional payment of$15.00 will be required to cover shipping costs.
The Contractor shall comply with the provisions of the California Labor Code, the prevailing rate and
scale of wages determined by the Director of the Department of Industrial Relations, State of
California. Prevailing rates shall be paid to all workers employed in the performance of the contract.
Such rates of wages are on file with Department of Industrial Relations and in the office of the District
and are available to any interested party upon request. The contractor is responsible for all penalties
' prescribed for noncompliance to these provisions.
Each bid shall be submitted on the Bid Proposal Form furnished as part of the contract documents, and
shall be accompanied by a certified check, a cashier's check or a bidder's bond in an amount not less than
10-percent of the amount of the bid, made payable to the Costa Mesa Sanitary District. The check or
bond shall be given as guarantee that the bidder will enter into a contract with the District and furnish the
required payment and performance bonds and certificates of insurance and endorsements if awarded the
' work. The check or bond will be declared forfeited if the successful bidder does not enter into the
contract or furnish the required bonds and insurance forms under the time frame specified in the
construction agreement.
It is imperative that the bidders carefully review this notice and the District's standard construction
agreement and insurance forms. The successful bidder will be required to comply with all requirements
in the standard construction agreement and insurance forms. In the event of failure or inability to meet
these requirements after the award of contract, the District shall have the right to reject the bid and/or
declare a forfeiture of the bid bond.
Pursuant to California Contract Code Section 22300, CONTRACTOR will be entitled to post approved
securities with the District or an approved financial institution in order to have the District release funds
retained by the District to insure performance of the contract.
t
CMSD Project No. 129 Notice Inviting Sealed Proposals (Bids)— 1 of 2
Liquidated damages in the sum of$250 per day shall be imposed for each unexcused day beyond the
contract completion date.
' The Board of Directors of the District reserves the right to select the schedule(s)under which the bids are
to be compared and contract(s)awarded,to reject any and all bids,and to waive any and all irregularity in
any bid.
Dated: September 12, 2011 BY ORDER OF THE BOARD OF DIRECTORS
OF THE COSTA MESA SANITARY DISTRICT
1
1
1
I
I
I
CMSD Project No. 129 Notice Inviting Sealed Proposals (Bids)—2 of 2
COSTA MESA SANITARY DISTRICT
' ORANGE COUNTY CALIFORNIA
BID PROPOSAL FORM
BRISTOL STREET SEWER REPLACEMENT
PHASE II
Project No 129
Name of Bidder.
I
Address.
' Phone No.
TO THE BOARD OF DIRECTORS
COSTA MESA SANITARY DISTRICT
' Pursuant to and in compliance with the Notice Inviting Sealed Proposals (Bids) and the other documents
relating thereto, the undersigned bidder has carefully examined and is completely familiar with the plans,
' specifications, and contract documents including the local conditions affecting the performance of the
contract, the character, quality quantities, and scope of the work, and the materials to be furnished as to
the requirements of the specifications and the contract.
' If awarded the contract, the undersigned bidder hereby proposes and agrees to perform within the time
stipulated in the contract, including all of its component parts and everything required to be performed,
and to furnish any and all of the labor, material, tools, equipment, transportation, services, permits,
utilities, and all other items necessary to perform the contract and complete in a workmanlike manner, all
of the work required in connection with the construction of said work all in strict conformity with the
plans and specifications and other contract documents, including addenda Nos. and ,
on file in the District office for the prices hereinafter set forth.
The undersigned as bidder, declares that the only persons or parties interested in this proposal as
principals are those named herein; that this proposal is made without collusion with any person, firm, or
' corporation; and he proposes and agrees, if the proposal is accepted, that he will execute a contract with
the District in the form set forth in the contract documents and that he will accept in full payment thereof
the following prices, to wit:
CMSD Project No. 129 Bid Proposal Form— 1 of 10
I
I
ICMSD SEWER REPLACEMENT PROJECT NO.129
SCHEDULE OF WORK ITEMS (SCHEDULE A)
I BRISTOL STRELI SEWER REPLACEMENT
PHASE H
BID APPROX. UNIT TOTAL
I
HEM QUANTITY DESCRIPTION
PRICE AMOUNT
1 Lump Sum Bonds, Insurance, and Permits: Work under this item
includes any costs incurred for securing bonds, insurance Lump
I permits and financing for construction work. Sum $
2 Lump Sum Mobilization, Demobilization and Cleanup: Work under
this item shall include preparatory and cleanup operations
I including, but not limited to, those necessary for the
movement of personnel, equipment, materials, and
incidentals to and from the project site, securing a
I temporary construction yard, and maintaining the project Lump
site in a safe and orderly manner during construction. Sum $
3 Lump Sum Traffic Control. Furnish all labor, materials, and
I equipment for the installation and removal of the required
traffic control including, but not limited to, changeable
message boards, signs, delineators, traffic cones,
I barricades, flashing arrow signs, steel plates, and all other
traffic control devices necessary to comply with the traffic Lump
control drawings. Sum $_
I 4 Lump Sum Geotechnical Evaluation During Construction: Work
under this item shall include laboratory testing of trench
backfill, aggregate base, asphalt, and concrete during
construction. Work under this item shall also include the
I
monitoring of batch time, temperature, mix designs, and
placement time for all pavement replacement.
I Note: Contractor shall provide a report(2 copies)of the
geotechnical observation and testing upon project Lump
completion to the District. Sum $
I 5 Lump Sum Provide Diversion Plan for Existing Sewage Flow During
Construction: Work under this item shall include, but is
not limited to, pumps, temporary hoses or piping, pumper
I trucks, plugs, and all other equipment necessary to provide
diversion of existing sewage flow during construction Lump
complete in place. Sum $
I 6 Lump Sum Replace Pavement Striping: Work under this item shall
include furnishing and installing all labor material, and
work necessary to replace existing pavement striping
damaged during construction to original condition Lump
Icomplete in place. Sum $
I
rCMSD Project No. 129 Bid Proposal Form—2 of 10
CMSD SEWER REPLACEMENT PROJECT NO. 129
' SCHEDULE OF WORK ITEMS (SCHEDULE A)
BRISTOL STREET SEWER REPLACEMENT
' PHASE
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
' 7 3 Each Remove existing manhole and Construct
Launching/Receiving Pit for pipe bursting system.
Work under this item shall include furnishing and $
' installing all labor, material, shoring and work necessary
for this item. Each $
8 703 LF Construct 12' HDPE SDR17 1PS pipe by pipe bursting
method to replace existing 8' VCP sewer per Plans and
Specifications. Contractor Bidding the Project must
Self Perform the Pipe Bursting Operations, have
successfully completed at least 1,500 linear feet of
Sewer Pipe Bursting, or shall submit with Bid
Documents that they will use the Pipe Bursting
Equipment Manufacturer's Technical Representative
' to train and support for project start up.
Work under this item shall include furnishing and
' installing all labor, material, and work necessary to$
construct 12' HDPE pipe by pipe bursting method
including pre and post CCTV and pipe cleaning. LF $
' 9 3 Each Construct 48' Manhole per CMSD Std. Dwg. No. S-100
with Ameron T-Lock Liner System or approved equal on
manhole walls, bases and channels.
Work under this item shall include furnishing and$
installing all labor, material, and work necessary to
construct new manhole in place. Each $
10 1 Each Protect existing manhole in place and construct access
pit for pipe bursting if needed.
' Work under this item shall include furnishing and
installing all labor, material, and work necessary to $
protect existing manhole in place and construct access
pit. Each $
' 11 4 Each Reconnect sewer lateral per CMSD Std.Dwg.No. S-104-
A with fusion HOPE,saddle.
' Work under this item shall include furnishing and $
installing all labor,material, and work necessary to
reconnect sewer lateral. Each $
1
CMSD Project No. 129 Bid Proposal Form—3 of 10
I
I
CMSD SEWER REPLACEMENT PROJECT NO. 129
ISCHEDULE OF WORK ITEMS (SCHEDULE A)
BRISTOL STREET SEWER REPLACEMENT
I PHASE II
BID APPROX. DESCRIPTION UNIT TOTAL
ITEM QUANTITY PRICE AMOUNT
I 12 Lump Sum Protect existing IRWD domestic water pipelines in place.
$
Work under this item shall include furnishing and
installing all labor, material, and work necessary to protect Lump
Ithe water line in place. Sum $
13 Lump Sum Chip around existing opening in manhole. Connect new
I 12' I-IDPE pipe and mortar patch grout.
Work under this item shall include furnishing and
installing all labor, material,and work necessary to Lump
Icomplete this item. Sum $
14 Lump Sum Pothole existing 24' RCP Storm Drain prior to
construction and protect storm drain during pipe bursting.
IContractor to provide televising inspection of storm drain
before and after construction.
I Work under this item shall include furnishing and
installing all labor,material, and work necessary to Lump
complete this item. Sum $
I 15 Lump Sum Protect existing 16' domestic water pipeline in place per
City on Newport Beach requirements.
$
I Work under this item shall include furnishing and
installing all labor, material, and work necessary to protect Lump
the water line in place. Sum $
I 16 Lump Sum Remove Temporary Cap set during soils investigation.
Construct Pavement Replacement per City of Newport
Beach Std-105-L-B and detail on Sheet 5 of Plans.
I Work under this item shall include all material and labor
for pavement replacement including final asphalt concrete Lump
pavement installation. Sum $
I17 Lump Sum Pavement Replacement per City of Newport Beach Std-
105-L-B and detail on Sheet 5 of Plans.
I Work under this item shall include all material and labor
for pavement replacement including final asphalt concrete Lump
pavement installation. Sum $
I TOTAL AMOUNT OF
ITEMS 1 THROUGH 17 $
I
ICMSD Project No. 129 Bid Proposal Form—4 of 10
1
CMSD SEWER REPLACEMENT PROJECT NO.129
SCHEDULE OF WORK ITEMS (SCHEDULE A)
BRISTOL STREET SEWER REPLACEMENT
'
BID APPROX. PHASE
UNIT TOTAL
DESCRIPTION
ITEM QUANTITY PRICE AMOUNT
I
' (TOTAL IN WORDS—SCHEDULE A)
Bidders Initials
Note: In case of a discrepancy between the words and figures, the words shall prevail.
The Contractor agrees that the District will not be held responsible if any of the approximate
quantities shown in the foregoing proposal shall be found incorrect, and he shall not make any claim for
' damages or for loss of profits because of a difference between the quantities of the various classes of
work as estimated and the work actually done. If any error, omission or mis-statements shall be
discovered in the estimated quantities, it shall not invalidate this contract or release the Contractor
' from the execution and completion of the whole or part of the work herein specified, in accordance with
the specifications and the plans herein mentioned and the prices herein agreed upon and fixed therefor, or
excuse him from any of the obligations or liabilities hereunder, or entitle him to any damages or
compensation otherwise than as provided for in this contract.
The Contractor agrees that the District shall have the right to increase or decrease the quantity of
any bid item or portion of the work or to omit portions of the work as may be deemed necessary or
' expedient, and that the payment for incidental items of work, not separately provided in the proposal
shall be considered included in the price bid for other various items of work.
' Accompanying this proposal is
(S )•
' NOTICE: Insert the words 'Cash' 'Certified Check' or 'Bidder s Bond' as the case may be in an
amount equal to at least 10%of the total bid price, payable to the Costa Mesa Sanitary District.
The undersigned deposits the above named security as a proposal guaranty and agrees that it shall
be forfeited to the Costa Mesa Sanitary District as liquidated damages in case this proposal is accepted
by the District and the undersigned shall fail to execute a contract for doing said work and to furnish
good and sufficient bonds in the form set forth in the specifications and contract documents of the
' District with surety satisfactory to the District within 10 Days after the bidder has received written
notice of the award of the contract; otherwise, said security shall be returned to the undersigned.
Respectfully submitted,
' Contractor's Business Name Contractor Title
' Business Address: Street By Title
' City State Zip Contractor's License, Expiration
CMSD Project No. 129 Bid Proposal Form—5 of 10
1
' Date&Classification
' Business Phone Number
Name Title
Residence Phone Number
Bidder's Residence: Street
City State Zip
' I declare under penalty of perjury under the laws of the State of California that the forgoing is true
and correct.
Dated at this day of 20
(Signed)
The full names and residences of all persons and parties interested in the foregoing proposal, as
' principals, are as follows:
NOTICE: Give first and last names in full; in case of corporation, give names of President, Secretary
Treasurer and Manager, and affix corporate seal; in all cases of partnerships and joint ventures give
names of all the individual members.
1
1
1
CMSD Project No. 129 Bid Proposal Form—6 of 10
1
1
1 CONSTRUCTION PROJECT REFERENCES
In order to more fully evaluate your background and experience for the project herein proposed, it is
requested that you submit a list of Public Works and/or similar construction projects completed, or in
1 progress,within the last 24 months. Your cooperation in this matter is greatly appreciated.
DATE PROJECT AGENCY'S CONTRACT
AWARDED AWARDING AGENCY ADMINISTRATOR
1
i
1
1
i
PROJECT ADDENDA
1 Bidder shall signify receipt of all Addenda here,if any
ADDENDUM NO DATE RECEIVED BIDDER'S SIGNATURE
1
i
1
1
1
1
1 CMSD Project No. 129 Bid Proposal Form—7 of 10
' DESIGNATION OF SUBCONTRACTORS
In compliance with the 'Subletting and Subcontracting Fair Practices Act' being Sections 4100-4113
' of the Government Code of the State of California, and any amendments thereto, each bidder shall set
forth below the name and location of the place of business of each Subcontractor who will perform
work or labor or render service to the prime Contractor in or about the construction of the work or
' improvement in an amount in excess of 1/2 of 1%of the prime Contractor's total bid and shall further
set forth the portion of the work which will be done by each such Subcontractor Only one
Subcontractor for each such portion shall be listed.
If the Contractor fails to specify a Subcontractor for any portion of the work to be performed under
the contract, he shall be deemed to have agreed to perform such work himself, and he shall not be
permitted to subcontract that portion of the work except under the conditions hereinafter set forth.
Subletting or subcontracting of any portion of the work to which no Subcontractor was designated in
the original bid, shall only be permitted in cases of public emergency or necessity and then only after a
' finding reduced to writing as a public record of the Legislative Body of the owner.
Portion State License
Of Work Subcontractor's Name and Address Number Class
1
CMSD Project No. 129 Bid Proposal Form—8 of 10
i
1
1 10% BIDDER'S BOND TO ACCOMPANY PROPOSAL
(Required if the bidder desires to submit bond Stead of a certified or cashier's check).
KNOW ALL PEOPLE BY THESE PRESENTS:
1 That we, as principals, and
as surety are held and firmly bound unto the Costa
Mesa Sanitary District,a special district, organized under the laws of the State of California and situated
1 in Orange County in the sum of
($ ) to be paid to the District, its successors and assigns, for which payment
well and truly to be made, we bind ourselves, our heirs, executors, and administrators, successors or
assigns,joint and severally firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH,
1 That if the certain proposal of the above bounden
is accepted by the Costa Mesa
Sanitary District, and if the above bounden, his
1 heirs,executors,administrators, successors and assigns, shall duly enter into and execute a contract
for such construction, and shall execute and deliver the LABOR AND MATERIAL and the FAITHFUL
PERFORMANCE BONDS described within 10 days (not including Sunday) from the date of the
1 mailing of a notice of the above bounden, by and from District, that said
contract is ready for execution, then this obligation shall become null and void; otherwise it shall be and
remain in full force and virtue.
1 IN WITNESS WHEREOF
We hereunto set our hands and seals this day
of 20_
1
1
i
i
1
i
CMSD Project No. 129 Bid Proposal Form—9 of 10
NON-COLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present at the time of filing this bid, being
duly sworn on their oaths say that neither they nor any of them have in any way, directly or
indirectly entered into any arrangement or agreement with any other bidder or with any public officer
' of Costa Mesa Sanitary District whereby such affiant or affiants or either of them has paid or is to pay to
such bidder or public officer any sum of money, or has given or is to give to such other bidder or public
officer anything of value whatever, or such affiant or affiants or either of them has not directly or
' indirectly entered into any arrangement or agreement with any other bidder or bidder, which tends to
or does lessen or destroy free competition in the letting of the contract sought for on the attached bids;
that no bid has been accepted from any Subcontractor or supplier through any bid depository, the By-
Laws, Rules, or Regulation of which prohibit or prevent the Contractor from considering any bid from
any Subcontractor or supplier which is not processed through said bid depository or which prevent any
Subcontractor or supplier from bidding to any Contractor who does not use the facilities of or accept
bids from or through such bid depository' that no inducement of any form or character other than that
' which appears upon the face of the bid will be suggested, offered, paid or delivered to any person of the
contract, nor has this bidder any agreement or understanding of any kind whatsoever, with any person
whomsoever to pay, deliver to, or share with any other person in any way or manner, any of the
proceeds of the contracts sought by this bid.
1
Subscribed and sworn to before me by
' This day of 20_
My Commission expires:
' Notary Public
1
1
CMSD Project No. 129 Bid Proposal Form— 10 of 10
1
STANDARD SPECIFICATIONS
Except as hereinafter provided, the provisions of the latest edition of the 'Standard Specifications
for Public Works Construction' (Green Book) and all amendments thereto, adopted by the Joint
Cooperative Committee of Southern California Chapter, American Public Works Association; hereinafter
' referred to as Standard Specifications, are adopted as the 'Standard Specifications' of the Costa Mesa
Sanitary District and shall be considered as a part of these specifications. Also a part of these
specifications are the Costa Mesa Sanitary District's Standard Plans and Specifications for the
Construction of Sanitary Sewers.
1 The following additions are made to the 'Standard Specifications' If there is a conflict between
the Standard Specifications and these additions, these additions shall have fast precedence.
1 1 2 DEFINITIONS
' (a)AGENCY The Costa Mesa Sanitary District, also hereinafter called 'District'
(b)BOARD The Board of Directors of the Costa Mesa Sanitary District.
(c)CONTRACT Documents including but not limited to the Proposal, Standard Specifications,
General Provisions, Special Provisions,Plans, Bonds, Insurance, Contract
Agreement and all Addenda setting forth any modifications of the document.
' (d)ENGINEER District Engineer of the Costa Mesa Sanitary District.
(e)BIDDER Any individual, co-partnership, association or corporation submitting a
proposal for the work contemplated acting directly or through a duly
authorized representative.
(f)LEGAL ADDRESS The legal address of the Contractor shall be the address of contractor given on
the Contractor's bid and is hereby designated as the place to which all notices,
letters or other communications to the Contractor shall be mailed or delivered.
(g) LABORATORY An established laboratory approved and authorized by the Engineer for testing
materials and work involved in the contract.
(h) STATE Chapter 3, Part 5, Division 3, Title 2 of the CONTRACT Government Code.
1 The provisions of this ACT and other applicable laws, form and constitute a
part of the provisions of this contract to the same extent as if set forth herein,
in full.
1 2 1 AWARD AND EXECUTION OF CONTRACT
The award of contract, if awarded, will be to the lowest responsible bidder whose proposal
complies with all requirements of the notice inviting bids. The District, however, reserves the right to
reject any or all bids, and to waive any informality in the bids received. The award, if made, will be
made within 30 days after the opening of the bids.
PROCEDURE FOR PROPOSAL SUBMITTAL
Proposal shall be made and submitted on the Proposal Forms in accordance with the Notice
1 Inviting Bids.
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
1 CMSD Project No. 129 Standard Specifications— I of 8
hereby disqualified from submitting a sub-proposal or quoting prices to other bidders. If, on the
' opening of bids, more than one bid appears in which the same person, firm, or corporation, is
interested as a principal, all such bids shall be rejected.
Proposals with interlineations, alterations, or erasures, shall be initialed by the bidder's authorized
agent. Alternative proposals,special conditions, or other limitations or provisions affecting the bid,except
as such called for by the contract documents, will render the bid informal and may cause its rejection. All
proposals must give the prices bid for the various items of work and must be signed by the bidder, who
shall give his address. Each bid shall have thercon the affidavit of the bidder that such bid is genuine and
' not sham or collusive or made in the interest or behalf of any other person not therein named and that the
bidder has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any
person, firm or corporation to refrain from bidding and that the bidder has not in any manner sought by
collusion to secure himself an advantage over any other bidder
' REQUEST FOR INTERPRETATION
' If any person contemplating submitting a bid is in doubt as to the true meaning of any part of the
plans, specifications, or other proposed contract documents, or finds discrepancies in, or omissions from
the drawings or specifications, he may request the Engineer in writing, for an interpretation or correction
thereof. The person submitting such a request shall be responsible for its prompt delivery All such
interpretations of the contract documents will be made only by Addenda duly issued and a copy of each
such Addendum will be mailed or delivered to each person receiving a set of contract documents at his
last address of record. The District will not be responsible for any other explanations or interpretations of
the contract documents.
RETURN OF RID SECURITY
' Any bidder may withdraw his bid, either personally, or by telegraphic or written request, at any
time prior to the scheduled closing time for the receipt of bids. It is the sole responsibility of the bidder to
see that any such telegraphic or written request is delivered to the District Clerk prior to said closing time.
Bid security of such bidders will be returned promptly to the bidder
The bid security of the three lowest bidders will be retained until the contract is awarded, entered
into and executed with the bidder of accepted bid, after which those will be returned to the respective
bidders with whose proposal they accompanied. The bid security of all other bidders will be returned after
the canvass of bids.
The bid security of the bidder of accepted bid will be held by the District until the contract has
been entered into, and the bonds accompanying the same are approved and filed, whereupon the said bid
' security will be returned to the bidder
If the bidder fails or refuses to enter into contract to do the work,the bid security shall be forfeited
to the District and shall be collected and paid to the General Fund of the District.
LICENSE REQUIRED
Contractor shall have a Class A or C42 license to perform this work.
1 'OR EQUAL PROVISION
When otherwise specified, any product called for on these Specifications may be substituted using
the process described in Public Contract Code Section 3400.
EXECUTION OF CONTRACT
The contract shall be signed by the successful bidder and returned to the District, together with the
contract bonds as specified in Section 2-4 of the Standard Specifications and as amended below and any
changes or additions made thereto in these specifications within 10 days after receipt of written notice of
award of contract. The form of contract agreement to be executed by the Contractor will be supplied by
CMSD Project No. 129 Standard Specifications—2 of 8
the Counsel for the District. No proposal shall be considered binding upon the District until the execution
of the contract by the District.
' ASSIGNMENT OF CLAYTON ACT AND CARTWRIGHT ACT CLAIMS
1 In entering into a public works contract or a subcontract to supply goods, services, or materials
pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the
awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of
the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section
1 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods,
services, or materials pursuant to the public works contract or the subcontract. This assignment shall be
made and become effective at the time the awarding body tenders final payment to the contractor, without
further acknowledgement by the parties.
MINED CONSTRUCTION MATERIAL
CONTRACTOR warrants that it will not purchase mined construction material for PROJECT
except from a mining operation that is currently identified in the list published pursuant to subdivision(b)
of Section 2717 of the Public Resources Code.
2 3.1 SUBCONTRACTS:GENERAL
The Engineer, as duly authorized officer may consent to Subcontractor substitution requested by
' the Contractor subject to the limitations and notices prescribed in Section 4107 of the Public Contract
Code.
2-4 CONTRACT BONDS
1 The 'Faithful Performance Bond' and the 'Labor and Material Bond' shall both be one hundred
percent (100%) of the contract price and shall be furnished on the District's standard forms. The Faithful
1 Performance Bond shall be held for one year from the date the Notice of Completion is recorded.
Sureties providing performance bonds for Contractors must be licensed or agree to employ a
licensed Contractor, with a Class A or other applicable specialty contractor's license from the State of
' California.
2 5 PLANS AND SPECIFICATIONS
1 Engineer will provide the Contractor, free of charge, copies of plans and specifications that arc
reasonably necessary for the execution of work.
Contractor shall, at his own expense, obtain copies of Standard Specifications and Standard Plans
and Specifications of the State of California, for his general use.
' If after award of contract, should it appear that the work to be done, or any matter relative thereto,
is not sufficiently detailed or explained in the specifications and plans, the Contractor shall apply to the
Engineer for such further explanations as may be necessary and shall conform to such explanation or
interpretation as part of the contract.
/MI scaled dimensions arc approximate. Before proceeding with any work, the Contractor shall
carefully check and verify all dimensions and quantities and shall immediately inform the Engineer or his
representative of any discrepancies.
CMSD Project No. 129 Standard Specifications—3 of 8
2-9 1 PERMANENT SURVEY MARKERS
' Unless otherwise provided in the Special Provisions, the Contractor shall be responsible for
protecting all existing horizontal and vertical survey controls, monument, ties and benchmarks located
within the limits of the work. If any of the above require removal, relocating or resetting, the Contractor
shall, prior to any construction work and under the supervision of a California-licensed Land Surveyor or
Civil Engineer, establish sufficient temporary ties and benchmarks to enable the points to be reset after
completion of construction.
' Any ties, monuments and benchmarks disturbed during construction shall be reset per local
agency standards after construction and the tie notes submitted to the appropriate governing agency on 8-
1/2' X 11 loose leaf paper The Contractor and his sureties shall be liable for, at his own expense, any
resurvey required due to his negligence in protecting existing ties, monuments, benchmarks or any such
horizontal and vertical controls.
Unless a separate bid item is provided, full compensation for conforming to the requirements of
this sub-section shall be considered as included in the contract bid price paid for various other items of
work and no additional compensation will be allowed.
2 11 INSPECTION
The Contractor shall give at least 48 hours advance notice of time when he or his Subcontractor
will start or resume the various units of operations of the work as per the contract,or resume the said units
or operations when they have been suspended as per the contract.
The above notice is to be given during working hours, exclusive of Saturday Sunday or holidays
for the purpose of permitting the Engineer to make necessary assignments of his representative or
' inspector on the work.
Any work performed in conflict with said notice without the presence or approval of the inspector,
or work covered up without notice, approval or consent may be rejected or ordered to be uncovered for
' examination at Contractor's expense, and shall be removed at Contractor's expense, if so ordered by the
Engineer or inspector on the work. Any unauthorized or defective work, defective material or
workmanship or any unfaithful or imperfect work that may be discovered before the final payment or
final acceptance of work or exoneration of bonds shall be corrected immediately without extra charge
even though it may have been overlooked in previous inspections and estimates or may have been caused
due to failure to inspect the work.
All authorized alterations affecting the requirements and information given on the approved plans
' shall be in writing.No changes shall be made on any plan or drawing after the same has been approved by
the Engineer, except by direction of the Engineer in writing. Deviations from the approved plans, as may
be required by the exigencies of constructions will be determined in all cases by the Engineer and
authorized in writing.
All instructions, rulings and decisions of the Engineer shall be in writing and shall be final and
binding on all parties unless formal protest is made in writing, as provided in the following paragraph,
and as provided in Section 1670 of the Civil Code.
If the Contractor considers any work demanded of him to be outside the requirements of the
contract,or if he considers any instruction, ruling or decision of the Inspector or Engineer to be unfair,he
shall within 10 days after any such demand is made, or instruction, ruling or decision is given, file a
written protest with the Engineer stating clearly and in detail his objections and reasons therefore. Except
for such protests and objections as are made of record, in the manner and within the time above stated,the
' Contractor shall be deemed to have waived and does hereby waive all claims for extra work, damages and
extensions of time on account of demands, instructions,rulings and decisions of the Engineer
Upon receipt of any such protest from the Contractor, the Engineer shall review the demand,
instruction,ruling or decision objected to and shall promptly advise the Contractor, in writing, of his final
CMSD Project No. 129 Standard Specifications—4 of 8
I
' decision, which shall be binding on all parties, unless with the 10 days thereafter the Contractor shall file
with the Board of Directors a formal protest against said decision of the Engineer.The Board of Directors
shall consider and render a final decision on any such protest within 30 days of receipt of same.
3-1 1 CHANGES REQUESTED BY THE CONTRACTOR.GENERAL
1 Engineer shall be the duly authorized officer to grant the changes prescribed in this section.
3-3.1 EXTRA WORK.GENERAL
The extra work as defined in this section of Standard Specifications and any work done beyond
the lines and grades shown on the plans shall only be performed when ordered in writing by the Engineer.
hi absence of such written order any such work shall be considered unauthorized and will not be paid for
Work so done may be ordered removed at the Contractor's expense.
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
Prior to the commencement of construction, arrangements will be made for a meeting between
the Contractor and the Engineer. 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 for approval by the Engineer, a complete
schedule showing the number of working days required to complete the project.
6-6.2 EXTENSIONS OF TIME
In the event the work called for under the contract is not finished and completed in all parts and
requirements within the time specified, the Board of Directors shall have the right to increase the number
' of working days for completion or not,as may seem best to serve the interest of the District.
Except for the delays beyond Contractor's control as described in Sections 5-5 and 6-6.1, the
District shall have the right to charge the Contractor his heirs, assigns, or sureties and to deduct from the
' final payment for the work, all or any part, as it may deem proper, of the actual cost of engineering,
inspection, superintendent and other overhead expenses which are directly chargeable to the Contractor
and which accrued during the period of such extensions except that the cost of the final services and
preparation of the final estimates shall not be included in such charges.
' In addition to the above charges, Contractor shall pay to the District liquidated damages as
specified in Section 6-9 for such delays.
' No extension of time for the completion of the work called for under the contract shall be allowed
unless at least 20 days prior the the time fixed for the completion thereof, or the time fixed by the Board
of Directors or its designee for such completion as extended, Contractor shall have filed application for
extension thereof, in writing, with the Engineer addressed to the Board of Directors or its designee. In this
1 connection it is understood that the Engineer shall not transmit any such request to the Board or its
designee if not filed within the time herein prescribed.
' 7-2 LABOR
The Contractor shall comply with the provisions of Section 1770 to 1780, inclusive, of the
California Labor Code, the prevailing rate and scale of wages determined by the Director of the
Department of Industrial Relations, State of California, which are filed with the Assistant Secretary of
said District, and shall forfeit penalties prescribed therefore for noncompliance of said Code. Travel and
subsistence payments shall be paid in accordance with Labor Code 1773.8 as defined in applicable
collective bargaining agreements.
In order to verify the compliance of said code, Contractor may be required by the District, from
time to time, to furnish weekly for the duration of the contract period, copies of his payroll statements
showing wages paid each employee during the preceding week and the employee work classification to
CMSD Project No. 129 Standard Specifications—5 of 8
1
the Engineer for checking. Using Form DH-H-347 Payroll Statement of Compliance is an acceptable
' method of fulfilling the above requirement.
APPRENTICES
' Attention is directed to the provisions in Section 1777.5 and 1777.6 of the Labor Code concerning
the employment of apprentices by the Contractor or any Subcontractor under him. The Contractor and any
Subcontractors under him shall comply with the requirements of said sections in the employment of
apprentices.
Information relative to apprenticeship standards, wage schedules and other requirements may be
obtained from the Director of Industrial Relations, Ex-Officio the Administrator of Apprenticeship, San
Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
7-3 LIABILITY INSURANCE
' The Contractor shall not commence work under his contract until he has obtained all insurance
required under this heading in a company acceptable to the District, nor shall the Contractor allow any
Subcontractor to commence work on his sub-contract until all insurance required of the Subcontractor has
been obtained. The Contractor shall take out and maintain at all times during the life of the contract the
following policies of insurance.
a. Workman's compensation insurance to cover his employees as required by the Labor Code of
the State of California, and the Contractor shall require all subcontractors similarly to provide
such compensation insurance for all of the latter's employees.
b. Public liability and property damage insurance on account of bodily injuries, including death
' resulting therefrom in the sum of $5,000,000. combined, single limit for any one accident
which may arise from the operations of the Contractor in performing the work provided for
herein.
Each of the policies of insurance provided for shall contain a clause substantially in the following
words:
It is hereby understood and agreed that this policy may not be cancelled nor the amount of
' coverage thereof be reduced until ten days after receipt by the Engineer of a written notice of such
cancellation or reduction in coverage, as evidenced by receipt of a registered letter.
The insurance required to be provided herein shall be provided by a domestic carrier authorized
to, and doing business in, the State of California and rated A+XI by Best Key Rating Guides--Property-
Casualty and admitted for coverage in the State of California Insurance Guarantee Fund.
The Contractor shall, at the time of the execution of the contract, present the original policies of
insurance required herein, or present a certificate of insurance showing the issuance of such insurance.
Contractor shall also provide an endorsement naming the District as an additional insured.
' 7 5 PERMITS
Except as otherwise specified in the Special Provisions, the Contractor shall procure all permits
and licenses, pay all charges, and fees, and give all notices necessary and incident to the due and lawful
prosecution of the work. These permits and licenses shall be obtained in sufficient time to prevent delays
to the work.
' In the event that the agency has obtained permits, licenses or other authorization, applicable to the
work, the Contractor shall comply with the provisions of said permits, licenses and other authorizations.
In the case the agency does procure any permits, it is understood that the agency is acting as an authorized
agent for the contractor, and that the Contractor shall be solely responsible for all work performed under
the permit.
CMSD Project No. 129 Standard Specifications—6 of 8
' 7-6 THE CONTRACTOR'S REPRESENTATIVE
1 Contractor shall also file with the Engineer the addresses and telephone numbers where he or his
designated representative may be reached during hours when the work is not in progress.
Instructions and information given by the Engineer to the Contractor's authorized representative
or at the address or telephone numbers filed in accordance with this section shall be considered as having
been given to the Contractor.
' 7-8.1 CLEANUP AND DUST CONTROL
All surplus materials shall be removed from the site of the work daily after completion of the work
' causing the surplus materials.
Unless the construction dictates otherwise, and unless otherwise approved by the Engineer,
Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each
' working day to keep paved areas acceptably clean whenever construction, including restoration, is
incomplete.
Failure of the Contractor to comply with the Engineer's dust control orders may result in an order
to suspend work until the condition is corrected; and after filing notice to the Contractor, the Engineer
1 may order this accomplished by others. All costs thus incurred shall be deducted from the amount to be
paid to the Contractor. No additional compensation will be allowed as a result of such suspension.
No separate payment will be made for any work performed, of material used, to control dust
resulting from the Contractor's performance on the work, or by public traffic, either inside or outside the
'
right of way Full compensations for such dust control will be considered as included in the prices paid
for the various items or work involved.
1 7-8.5 TEMPORARY LIGHT POWER AND WATER
The Contractor shall provide for his employees and adequate supply of clean potable drinking
water, which shall be dispensed through approved sanitary facilities.
7 10 PUBLIC CONVENIENCE AND SAFETY
' The Contractor shall abide by the following publications which are hereby made a part of these
specifications:
a. The Work Area Traffic Control Handbook(WATCH).
1 b. The Manual of Warning Signs, Lights and Devices for Use in Performance of Work
Upon Highways.
c. State Labor Code Sections 6704, 6706 and 6707
d. The Construction Safety Orders (CAL/OSHA).
e. The General Industry Safety Orders(CAL/OSHA).
f. Standard Specifications for Public Works Construction(The Green Book)
CMSD Project No. 129 Standard Specifications—7 of 8
7 13 LAWS TO BE OBSERVED
' The Contractor shall protect and indemnify the District, the Board of Directors, the Engineer, and
all of its or their officers, agents and servants against any claim or liability arising from or based on the
violation of any existing or future State, Federal and Local laws, ordinances, regulations, orders or
1 decrees, whether by himself or his employees. If any discrepancy or inconsistency is discovered in the
plans, drawings, specifications or contract for the work in relation to any such law ordinance, regulation,
order or decree, the Contractor shall forthwith report the same to the Engineer in writing.
' 9-3.1 PAYMENT GENERAL
Contractor is reminded that the unit and lump sum prices shown in the proposal shall be full
compensation for the items of work described in the proposal including all incidental, appurtenant, or
related work and materials, whether or not mentioned or specified, required to deliver the final product
shown on the plans. Contractor shall have examined the contract documents and site and shall include in
his bid furnishing all materials, labor, equipment, tools, incidental, appurtenant, or related work to
complete the job in order that no separate work or compensation is needed to complete the work.
9-3.2 PARTIAL AND FINAL PAYMENT
The lead time for processing invoices for the monthly progress payment approved by the Engineer
for inclusion on the warrant list of the District is governed by the rules and regulations established by the
Board of Directors. Invoices for monthly payments shall be submitted to the Engineer no later than the
25th of each month.
After completion of the contract, the Board shall, upon recommendation of the Engineer, accept
the work as complete and authorize the final payment.
' The amount retained and deducted by the District shall be 5% of the progress estimates for all
progress payments. The final payment of the retention amount to the Contractor shall be made 35 days
from the date of the recording of the Notice of Completion of the work after it is accepted by the Board of
' Directors and shall be made on duly certified voucher therefore.
It is mutually agreed among the parties to the contract that no certificate given or payment made
under the contract, except the final certificate of final payment, shall be conclusive evidence of full or
substantial performance of this contract; and no payment shall be construed to be an acceptance of any
defective work or improper material.
' The acceptance of final payment by the Contractor shall release the District, the Board of
Directors and the Engineer from any and all claims or liabilities on account of work performed by the
Contractor under the contract or any alterations thereof.
9-3.3 DELIVERED MATERIALS
Materials delivered, but not in place,will not be classified as work done, except as otherwise
provided in these specifications.
1
CMSD Project No. 129 Standard Specifications— 8 of 8
1
SPECIAL PROVISIONS
BRISTOL STREET SEWER REPLACEMENT
PHASE II
Project No. 129
SECTION I. GENERAL SPECIFICATIONS
All construction including materials, testing, and installation shall conform to the following
specifications:
I.1 Costa Mesa Sanitary District `Standard Plans and Specifications for the Construction of
Sanitary Sewers' as last revised.
I.2 Standard Specifications for Public Works Construction (SSPWC)latest edition, also referred to
as the `Greenbook'
iI.3 American Society of Test and Materials (ASTM)latest edition.
' SECTION H. PNEUMATIC PIPE BURSTING SEWER LINE REHABILITATION
1 A. GENERAL
DESCRIPTION:
This specification shall cover the rehabilitation of existing sanitary sewers using the GRUNDOCRACK
' PIPE BURSTING SYSTEM.
Pipebursting is a system by which the pneumatic burster unit splits the existing pipe while simultaneously
installing a new Polyethylene Pipe of the same size or larger size pipe where the old pipe existed, then
reconnect existing sewer service house connections, television inspection of the pipe and complete the
installation in accordance with the contract documents. Only Pneumatically operated equipment with rear
expanders for the proper connection to the pipe will be allowed for use. The pneumatic tool must be used
in conjunction with a constant tension/variable speed winch. The winch shall have twin cable pulling
capstans with twin hydraulic drive motors and twin gear boxesfor independent operation of either 20, 10
or 5 tons. The size of the winch depends on the diameter of the pipe to be replaced. In no case is the
constant tension on the winch to exceed 20 tons.
B. QUALIFICATIONS:
1.) The contractor shall provide proof of training by the particular Pipe Bursting System
Manufacturer that such a company is a fully trained user of the pipe bursting system.
2.)Polyethylene pipe jointing shall be performed by personnel trained in the use of butt-fusion equipment
and recommended methods for new pipe connections. Personnel directly involved with installing the new
pipe shall receive training in the proper methods for handling and installing the polyethylene pipe.
' Training shall be performed by qualified representative.
3.) The Contractor shall 'Hold Harmless' the District, in any legal action resulting from patent
infringements.
i
1
CMSD Project No. 129 Special Provisions— 1 of 9
1
' C. SUBMITTALS.
Submit the following Contractor's Drawings:
1 ) Shop drawings, catalog data, and manufacturer's technical data showing complete information on
material composition, physical properties, and dimensions of new pipe and fittings. Include
manufacturer s recommendations for handling, storage, and repair of pipe and fittings damaged.
2.)Method of construction and restoration of existing sewer service connections. This shall include:
a.) Detail drawings and written descriptions of the entire construction procedure to install pipe, bypass
sewage flow and reconnection of sewer service connections.
' 3.)Certification of workmen training for installing pipe.
4.)Television inspection reports and video tapes made after new pipe installation.
D. DELIVERY STORAGE, AND HANDLING.
' 1 )Transport,handle, and store pipe and fittings as recommended by manufacturer.
2.) If new pipe and fittings become damaged before or during installation, it shall be repaired as
recommended by the manufacturer or replaced as required by the Engineer at the Contractor's expense,
' before proceeding further
3.)Deliver, store and handle other materials as required to prevent damage.
' E.METHODS FOR NEW PIPE INSTALLATION:
The method approved for rehabilitation of existing sewer mains by pipe bursting and installation of new
polyethylene pipe is TT Technologies GRUNDOCRACK SYSTEMS,(800-533-2078)or approved equal.
The contractor to obtain the list of closest trained contractors that are licensed by Advantica
' Technologies.
F MATERIALS.
' Polyethylene Plastic Pipe shall be high density polyethylene pipe and meet the applicable requirements of
ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter, ASTM D1248,
ASTM D3350.
1 ) Sizes of the insertions to be used shall be such to renew the sewer to its original or greater than flow
' capacity
2.) All pipes shall be made of virgin material. No rework except that obtained from the manufacturer's
own production of the same formulation shall be used.
' 3.)The pipe shall be homogenous throughout and shall be free of visible cracks, holes, foreign material,
blisters, or other deleterious faults.
4.)High Density Polyethylene Pipe(HDPE) manufacturers recommend minimum wall thickness of SDR
17 for pipe bursting installations.
' 5 ) Material color shall be white, black or whatever is specified with interior of pipe having a light
reflective color to allow easier/better viewing for television inspection.
6.) Other pipe materials may be considered, the pipe bursting equipment manufacturer shall be consulted
for feasibility
F 1 TESTS:
' Tests for compliance with this specification shall be made as specific herein and in accordance with the
applicable ASTM Specification.
A certificate with this specification shall be furnished, upon request, by the manufacturer for all material
' furnished under this specification. Polyethylene plastic pipe and fittings may be rejected to meet any
requirements of this specification.
' G. EQUIPMENT
The pipe bursting tool shall be designed and manufactured to force its way through existing pipe materials
by fragmenting the pipe and compressing the old pipe sections into the surrounding soil as it progresses.
The bursting unit shall be pneumatic and shall generate sufficient force to burst and compact the existing
CMSD Project No. 129 Special Provisions—2 of 9
pipe line. See manufacturers specifications for what size tool should be used in what diameter of pipe, as
well as parameters of what size tool for percentage of upsize allowed.
The pipe bursting tool shall be pulled through the sewer by a winch located at the either upstream or
downstream manhole. The bursting unit shall pull the polyethylene pipe with it as it moves forward. The
bursting head shall incorporate a shield/expander to prevent collapse of the hole ahead of the PE pipe
I insertion. The pipe bursting unit shall be remotely controlled.
The pipe bursting tool shall be pneumatic. The bursting action of the tool shall increase the external
dimensions sufficiently causing breakage of the pipe at the same time expanding the surrounding ground.
' This action shall not only break the pipe but also create the void into which the burster can be winched
and enables forward progress to be made. At the same time the polyethylene pipe, directly
attached to the expander on the rear of the burster, shall also move forward.
The burster shall have its own forward momentum while being assisted by winching. A hydraulic winch
1 shall give the burster friction by which it can be move forward. To form a complete operating system, the
burster must be matched to a constant tension hydraulic winching system.
' G.1 WINCH UNIT
A winch shall be attached to the front of the bursting unit, connecting to or through the advanced guide
head technology The winch shall provide a constant tension to the burster in order that it may operate in
' an efficient manner. The winch shall have twin capstan with twin hydraulic drive motors and twin gear
boxes for independent operation.
The winch shall be hydraulically operated providing a constant tension throughout the operation. The
winch shall be of the constant tension type but shall be fitted with a direct reading load gauge to measure
' the winching load.
The winch must automatically maintain a constant tension at a set tonnage reading.
The constant tension winch shall supply sufficient cable in one continuous length so that the pull may be
' continuous between approved winching points.
The winch, cable and cable drum must be provided with safety cage and supports so that it may be
operated safely without injury to persons or property
The contractor shall provide a system of guide pulleys and bracing at the exit pit to minimize cable
contact with the existing line between launch and exit pits.
The supports to the trench shoring in the insertion pit shall remain completely separate from the winch
boom support system and shall be so designed that neither the pipe nor the winch cable shall be in contact
with them.
The winch shall have twin capstan with twin hydraulic drive motors and twin gear boxes for independent
operation. In no case shall the winch cable storage spool be considered part of the twin capstan pulling
system.
H. SEWER SERVICE CONNECTIONS:
a.) All sewer service connections shall be identified and located prior to the pipe insertion to expedite
reconnection. Upon commencement, pipe insertion shall be continuous and without interruption from one
manhole to another except as approved by the engineer and/or his representative. Upon completion of
insertion of the new pipe, the contractor shall expedite the reconnection of services so as to minimize any
inconvenience to the customers.
b.) Sewer service connections shall be connected to the new pipe by various methods. The saddles should
be made of a material compatible with that of the pipe. Fusion of saddle connection to the main is the
only means of assuring complete leak free joint is obtained.
' 1 ) Electrofusion saddles as manufactured by Central Plastics or approved equal, shall be installed in
accordance with the manufactures recommended procedures.
2.)Conventional Fusion saddles as manufactured by Central Plastics, Phillips Driscopipe, or Plexco shall
be installed in accordance with the manufacturers recommended procedures.
CMSD Project No. 129 Special Provisions—3 of 9
' *TYPES AVAILABLE FOR ALL MAINLINES:
TYPES GASKETI'ED BELL SDR 35 GASKETTED BELL IPS/SCH 40
' PVC Hub ASTM D3034 SDR35 ASTM D3034 SDR 26
Rubber Boot _ ASTM C443 ASTM C443
Band 301 SS 301 SS
Screw 305 SS 305 SS
Housing
101 SS 301 SS
Gasket ASTM F477 ASTM F477
' PREPARATION
I.)BYPASSING SEWAGE:
' 1 )By-Pass Pumping:The Contractor,when and where required, shall provide diversion for the pipe
bursting/replacement process. The pumps and by-pass lines shall be of adequate capacity and size to
handle all flows. All costs for by-pass pumping, required during installation of the pipe shall be
subsidiary to the pipe reconstruction item.
2.)The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected
to the section of sewer during the execution of the work.
' 3.) If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair,
property damage cost and claims.
J.)TELEVISION INSPECTION:
' Television inspection of pipelines shall be performed by experienced personnel trained in locating breaks,
obstacles and service connections by closed circuit color television. Television inspection shall include
the following.
' 1 ) Video tapes (post) to be submitted to the District before final invoice, and(pre) to be submitted prior
to pipe bursting. Normal pipe bursting practice includes video taping and evaluation of the existing pipe
during the design phase of the project or prior to commencement of pipe bursting operations.
2.)Video tapes to remain property of the District; Contractor to retain second copy for his use.
' 3.)All flows tributary to reach of sewer being inspected are to be completely by-passed around the reach
during inspection if necessary and required by the District.
4.)Post construction video tape upon completion of reconstruction of each reach of sewer with the voice
' description, as appropriate with stationing of services indicated. Data and stationing to be on video.
5.) Should any portion of the inspection tapes be of inadequate quality or coverage, as determined by the
District the Contractor will have the portion re-inspected and video taped at no additional expense to the
District.
K.)CONSTRUCTION METHOD.
1 ) Equipment used to perform the work shall be located away from buildings so as not to create noise
' impact. Provide a silent engine compartment with the winch to reduce machine noise as required to meet
local requirements.
2.) The Contractor shall install all pulleys, rollers, bumpers, alignment control devices and other
' equipment required to protect existing manholes, and to protect the pipe from damage during installation.
Lubrication may be used as recommended by the manufacturer Under no circumstances will the pipe be
stressed beyond its elastic limit. Winch line is to be centered in pipe to be burst with adjustable boom.
3.)The installed pipe shall be allowed the manufacturers recommended amount of time, but not less than
' four (4) hours, for cooling and relaxation due to tensile stressing prior to any reconnection of service
lines, sealing of the annulus or backfilling of the insertion pit. Sufficient excess length of new pipe, but
not less than four (4) inches, shall be allowed to protrude into the manhole to provide for occurrence.
Restraint of pipe ends shall be achieved by means of Central Plastics Electrofusion couplings (800)654-
CMSD Project No. 129 Special Provisions—4 of 9
3872. The Electrofusion couplings shall be slipped over pipe ends against manhole wall and fused in
' place. Installation of Electrofusion couplings shall be done in accordance with the manufacturers
recommended procedures.
4.)Following the relaxation period, the annular space may be sealed. Sealing shall be made with material
approved by the Engineer and/or his representative and shall extend a minimum of eight (8) inches into
' the manhole wall in such a manner as to form a smooth, uniform,watertight joint.
The terminating pipe ends in manholes shall be connected by Central Plastics Electrofusion couplings to
eliminate ground water infiltration. Installations of Electrofusion couplings shall be done in accordance
with the manufacturers recommended procedures.
5 )Launch and Receiving Excavations:
Launch pits need to be long enough to properly align the bursting tool with the existing pipe and to allow
the HDPE pipe to make a graceful 'S Bend out of the pit and transition to the street above. A good rule
of thumb to use is to multiply the depth of the existing pipe by a factor of 4. The product is an
approximate minimum launch pit length.
Example: Existing pipe is 8' deep; S'depth x 4=32'launch pit length.
' Receiving pits need to be long enough to easily remove the bursting tool/expander combination leaving a
couple of feet of the I-IDPE pipe to work with.
5.1.Windowing Method
Up to 12' diameter PE pipe, the Contractor shall use the 'windowing method where necessary, to prevent
damage to surrounding infrastructure. This method is described in T T Technologies,Inc.'s 'Pipe Bursting
Operation Manual' Both entrance and exit procedures may be conducted.
Underground utility locates must be performed prior to determining the necessity and feasibility of the
' 'windowing' method.
5.2. Tool Removal Back to Starting Pipe via Being Pulled Back Out of the newly Installed PE Pipe
Contractor shall use the GRUNDOCRACK PCG System when an exit pit is difficult due to underground
' utility placement or surrounding infrastructure. The PCG System uses a pneumatic tool with a special
head expander. The PCG tool also uses a remote controlled reverse procedure to allow reversing the
GRUNDOCRACK tool for removal back through the newly installed HDPE. In all cases, the tool must
have the ability to operate in reverse to prevent damage to the HDPE during removal
' 5.3. Service Connections
Excavations for laterals should be to depth of 1 foot below the lateral. This will help to prevent uneven
expansion of the soil by the bursting tool. This will avoid creating a hump in the new pipe at lateral
' connections. In some soil conditions, it will be important to only dig the lateral to the invert of the host
pipe. This will help to prevent creating sags at lateral connections. These are usually lateral connections
where leakage has been occurring for some time causing the soil to be softer than the rest of the pipeline.
1 L.)FIELD TESTING.
I ) After the existing sewer is completely replaced, internally inspect with television camera and video
tape as required. The fmished tape shall be continuous over the entire length of the sewer between two
' manholes to be free from visual defects.
2.)Defects which may affect the integrity or strength of the pipe in the opinion of the Engineer shall be
repaired or the pipe replaced at the Contractor's expense.
M.)PIPE JOINING:
1 ) The polyethylene pipe shall be assembled and joined at the site using the butt—fusion method to
provide a leak proof joint. Threaded or solvent—cement joints and connections are not permitted.
All equipment and procedures used shall be used in strict compliance with the manufacturer's
recommendations.
Fusing shall be accomplished by personnel certified as fusion technicians by a manufacturer of
' polyethylene pipe and/or fusing equipment.
2.) The butt-fused joint shall be true alignment and shall have uniform rollback beads resulting from the
use of proper temperature and pressure. The joint shall be allowed adequate cooling time before removal
of pressure. The fused joint shall be watertight and shall have tensile strength equal to that of the pipe. All
' joints shall be subject to acceptance by the engineer and/or his representative prior to insertion.
CMSD Project No. 129 Special Provisions–5 of 9
All defective joints shall be cut out and replaced at no cost to the District. Any section of the pipe with a
' gash, blister, abrasion, nick, scar, or other deleterious fault greater in depth than ten percent(10%) of the
wall thickness, shall not be used and must be removed from the site. However, a defective area of the pipe
may be cut out and the joint fused in accordance with the procedures stated above. In addition, any
section of the pipe having other defects such as concentrated ridges, discoloration, excessive spot
' roughness, pitting, variable wall thickness or any other defect of manufacturing or handling as determined
by the Engineer and/or his representative shall be discarded and not used.
3.) Terminal sections of pipe that are joined within the insertion pit shall be connected with Central
' Plastics Electrofusion Couplings or connectors with tensile strength equivalent to that of the pipe being
joined.
N.)MEASUREMENT AND PAYMENT
' 1 )The inserted pipe shall be paid for per linear foot of the size pipe specified and shall include all pipe
bedding, backfill material, annulus sealing material and launching pits. Locating and reconstruction of
services and all reconnections of services shall be paid for per each connection made, including fittings
and pipe.
2.)The work performed as prescribed by this item will be paid at the unit price per linear foot of sanitary
sewer by pipe bursting/replacement for the specified pipe diameter and location, per each for 'Locate,
' reconstruct and reconnect' for the specified pipe diameter, which price shall be full compensation for the
installation of the new pipe, furnishing and placing of all materials, labor, tools, equipment, cleaning, and
preparation of the existing pipe to receive the new liner,and any other necessary to complete the project.
3.)Video inspection of final installed pipe shall be paid based on the cost per linear feet to T V the entire
' length of new pipe.
4.) The cost of any necessary by-pass pumping shall be considered subsidiary to the cost of pipe
installation and shall not be a separate pay item.
' SECTION III. STATIC PIPE BURSTING SEWER LINE REHABILITATION
' 111.1 DESCRIPTION
This section addresses the procedures to be employed for rehabilitation or replacing existing
sewer pipelines by pipe bursting as identified on the drawings,and replacing with new pipe.
111.2 QUALIFICATIONS
2.1 The contractor shall be trained by TT Technologies to operate GRUNDOBIRST pipe
bursting equipment and systems. The contractor shall provide proof of training and proficiency
' in the use of the equipment. Only the contractor's employees trained by TT Technologies shall
operate the GRUNDOBURST equipment.
2.2 The contractor shall be trained by the respective manufacturer of the pipe bursting
equipment in the use of that machinery The contractor shall provide proof from the
manufacturer that the contractor has been trained and is proficient in the use of the equipment.
Only the contractor's employees trained and certified by the manufacturer shall be allowed to
operate the equipment during the project.
2.3 The contractor must have successfully completed 1,500 feet of pipe bursting which
includes one successful static pipe bursting project. Contractor shall submit a list of these
projects including the owner,engineer, addresses,phone numbers and dates that said projects
were completed with their proposal. Or,the contractor shall submit with bid documents proof
that they will use manufactures equipment and technical support for project start up.
CMSD Project No. 129 Special Provisions—6 of 9
I
I
111.3 METHODS
I The method approved for rehabilitation of existing sanitary sewers by pipe bursting and installation of
new polyethylene pipe is TT Technologies, Inc. GRUNDOBURST system, (800)533-2078)or approved
equal. The contractor shall be trained to use the required technology proposed for this work. Bids,
Isubmitted by untrained or inexperienced contractors,will be non-responsive and not allowed.
111.4 EQUIPMENT
I 4.1 Pipe bursting tool shall be static and hydraulically operated. The bursting action of the
tool shall increase the external dimensions sufficiently causing pitting and breakage of the pipe
at the same time expanding the surrounding ground. This action shall not only break the pipe,
but also create the temporary void into which the burster can be statically pulled which enables
'
forward progress to be made. Simultaneously the new polyethylene pipe, directly attached to the
expander, shall also move forward.
I 4.2 The static pulling frame shall be telescopic in design to allow the cutting head
to release at the termination of the pull. This also provides minimal trench length by
telescopic adjustment.
I 4.3 Quick lock bursting rods are required to guarantee snap lock connections. Quick Lock
rods also stabilize cutting wheels at a 90°plane to invert pipe. Threaded bursting rods are not
allowed. This insures the same cutting location eliminating threaded rod failures and turning of
Irods which effect cutting ability of blades.
4.4 The unit must maintain automatic thrust and pull back.
I4.5 The static unit is capable of pipe bursting in two directions from the same excavation.
I 111.5 SUBMITTALS
5.1 Submit manufacturer's specific technical data with complete information on physical
properties of pipe and pipe dimensions pertinent to this job. A certificate of"Compliance
Iwith Specification' or suitable alternative shall be furnished for all materials to be supplied.
5.2 Complete calculations including lists of parameters, all formulas and all other data
showing the design of the new pipe.
I5.3 Detail drawings and written descriptions of the entire construction procedure to
install pipe,bypass sewage flow pit sizes,pit construction and shoring, dewatering and
Isewer service reconnections.
111.6 MATERIALS
IThe pipe bursting manufacturer should be contacted for feasibitlity of using various new pipe materials.
6.1 All pipe shall be made of virgin material.No rcwork except that obtained from the
I manufacture's own production of the same formulation shall be used.
6.2 The pipe shall be homogenous throughout and shall be free of visible cracks, holes,
foreign material, blisters or other deleterious faults.
I6.3 Dimension Ratios:The minimum wall thickness of the polyethylene pipe shall meet
Minimum 17 SDR of Pipe.
I6.4 Material color shall be white,black or as specified by the engineer.
CMSD Project No. 129 Special Provisions—7 of 9
I
I
111.7 EXECUTION
IContractor to provide a construction plan and schedule consistent with Standard construction and Pipe
Bursting Good Practices
I111.8 SAFETY
The contractor shall carry out operations in strict accordance with all applicable OSHA Standards.
I Particular attention is drawn to those safety requirements involving work entry into confined spaces. It
shall be the contractor's responsibility to familiarize and its employees with OSHA Standards and
regulations pertaining to all aspects of the work.
I111.9 INSERTION AND RECEIVING EXCAVATIONS
9 1 The location and number of insertion and receiving excavations shall be planned by
' the contractor and submitted in writing for approval by the Engineer 10 days(or as determined
by the Engineer)prior to excavation.
9.2 Before excavation is begun, it will be the responsibility of the contractor to check with
I the various utility companies and determine the location of existing utilities in the vicinity of the
work area.The contractor at no cost to the District, if required, will arrange temporary
construction easement and/or right-of-way areas.
1 9.3 Damage to utilities and the resulting repair, temporary service cost,etc. shall be borne by
the contractor. Access pits shall be backfilled in accordance with the appropriate specifications.
' 9 4 All excavations shall be properly sheetedlshored in accordance with relevant
specifications for trench safety systems. Any damage resulting from improperly shored
excavations shall be corrected to the satisfaction of the Engineer with no compensation due to
' the contractor
9.5 All open excavations shall be kept secure at all times by the use of barricades with
appropriate lights and signs,construction tape, covering with steel plates, etc. or as
Idirected by the Engineer
9 6 One or more receiving pits shall be excavated at the end(s)of the sewer pipe to be
I replaced or at appropriate points within the length of the existing pipe. Pit shall be centered
over the existing pipe.
9 7 The number of pits for machine and pipe insertion shall be the minimum necessary to
I most efficiently accomplish the work. The contractor shall give consideration to the use of
excavation required for other purposes such as for sanitary sewer service reconnections and
manhole replacement.
' 9.8 Where manholes are used as machine or new pipe insertion pits, the contractor shall
identify such manholes and replace them at no additional cost to the District if damaged. Any
manhole modification or replacement required shall be considered incidental to the installation
'
of the new pipe.
9.9 The cost of diversion pumping around a manhole or insertion pit, if required, from a
I manhole upstream to a manhole downstream, shall be incidental to the installation of the new
pipe.
CMSD Project No. 129 Special Provisions—8 of 9
III.10 TELEVISION INSPECTION:
' Television inspection of pipelines shall be performed by experienced personnel trained in locating breaks,
obstacles and service connections by closed circuit color television. Television inspection shall include
the following:
' 1 )Video tapes (post) to be submitted to the District before final invoice, and(pre) to be submitted prior
to pipe bursting. Normal pipe bursting practice includes video taping and evaluation of the existing pipe
during the design phase of the project or prior to commencement of pipe bursting operations.
2.)Video tapes to remain property of the District; Contractor to retain second copy for his use.
' 3.)All flows tributary to reach of sewer being inspected are to be completely by-passed around the reach
during inspection if necessary and required by the District.
4.)Post construction video tape upon completion of reconstruction of each reach of sewer with the voice
' description, as appropriate with stationing of services indicated. Data and stationing to be on video.
5 ) Should any portion of the inspection tapes be of inadequate quality or coverage, as determined by the
District the Contractor will have the portion re-inspected and video taped at no additional expense to the
District.
111.11 MEASUREMENT AND PAYMENT
11.1.1 Payment for the work in this section will lump sum or as stipulated in the contract
documents. The price for replacing the sewer pipes by pipe bursting shall be full compensation
for all materials, labor, equipment, cost of insertions and retrieval pits,machine pits, pavement
removal and replacement, testing, and incidentals required to complete the replacement process.
' SECTION IV. HIGH DENSITY POLYETHYLENE (ROPE)
1 1.1 Contractor shall furnish and install complete sewer pipe to the limits shown on the Plans
including appurtenant connections in conformance with manufacturer's installation
requirements and compliance with applicable construction safety codes and standards.
' 1.2 Acceptable manufacturers include: JMM Manufacture or approved equal.
' 1.3 High Density Polyethylene (I-IDPE) pipe and fittings shall be constructed to the following
specifications:
' Size
4'-63' Type DR Standard(if applicable)
IPS/DIPS 7-41 ASTM F714, AWWA 906,NSF
SECTION V. WARRANTY AND SHOP DRAWINGS
' The Contractor shall guarantee all materials to be new and all materials and workmanship to be free from
defects for a period of one year from the date of written acceptance of the completed work by the Board
of Directors of the Costa Mesa Sanitary District.
The Contractor shall provide three(3)copies of shop drawings including catalog data, installation
instructions, and certificates of compliance prior to purchasing or installing any materials.
I
CMSD Project No. 129 Special Provisions—9 of 9
1
GEO-ETKA, INC 1 .
Established 1965
!v
Soil Engineering Geology and Environmental Engineering I � %
Material Testing and Inspections tt r-
739 N.Main Street,Orange,CA 92868 Phone(714)771.6911 Fax(714)771 4278•Email;geoetka@aol.com
1
FOUNDATION SOILS EXPLORATION
AND
PAVEMENT DESIGN RECOMMENDATION
I
t AT
Project # 129
' Southeast Bristol Street, between
Campus Drive and Birch Street
' Newport Beach, California
1
t FOR
' Costa Mesa Sanitary District
628 West 19th Street
' Costa Mesa, California 92627
Date: August 9, 2011
Job No: FR-11211 11
1
I
I
IGEO-ETKA, INC.
Job No: FR-11211 11
I
ITABLE OF CONTENTS
IDESCRIPTION PAGE NO.
Scope. 1
I
Proposed Construction, 1
ISite Condition. 1
Soil Condition. 1
IExploration. 2
Laboratory Testing. 2
IConclusions. 3
Suitability of the Project. 3
I Strength Characteristics. 4
Expansion Potential. 4
Sand Equivalency Test Results. 4
IResistance "R"Value. 4
Recommendations. 4
I Bearing Values 4
Earth Pressure. 4
Pavement Design. 5
Excavation and Temporary Shoring. 5
I
Demolition 6
Grading 6
I
I
I
I I
GEO-ETKA, INC.
Job No: FR-11211-11
DESCRIPTION
' PLATES
Plot Plan A
Boring Logs "B-1 and "B-2"
Shear Curve "C"
Consolidation Curves 'D-1 and 'D-2"
' Resistance `R Value "R"
Typical Temporary Excavation Detail 'TIED"
' APPENDICES
tI Soil Classification and Sampler
II Limitations
1
1
1
' II
GEO-ETKA,INC.
Job No: FR•11211-11
Scope
This report presents the results of our Foundation Soils Exploration and Pavement
Design Recommendations of the site of the proposed replacement of sewer line located
at Project #129 Southeast Bristol Street between Campus Drive and Birch Street,
' Newport Beach California.
The physical location and approximate dimensions of the site are shown on the
' attached Plot Plan, Plate A This plans accuracy is as good as was submitted to our
office, for dimension of the property use plans by surveyors or civil engineers.
An investigation was authorized to determine the existing soil conditions at the site and
t to provide data and specific recommendations relative to the installation of the new
sewer line in accordance with our proposal dated 5-20-10 and agreement dated 12 13-
10.
' Refer to Appendix II for an explanation of the limitations inherent in the field.
' Proposed Construction
Proposed plans are to replace the existing 12 feet deep sewer line with a new line as
shown on Plate A The area disturbed by the construction phase will be repaved.
' This report is prepared for the client/owner the project engineers and the governing
agencies. Use of its contents by third parties will be at their own risk.
' Chemical testing for detection of hydrocarbons or other potential contaminants is
beyond the scope of this report. Environmental assessment is not a part of the work
' undertaken.
Site Condition
' The site of the existing sewer line has a level surface. It is located along the south side
of Bristol Street between Campus Drive and Birch Street.
' With reference to the site investigated, all 4 of the contiguous properties are at the same
elevation as the subject area.
Controlled drainage is provided for the thoroughfare.
1 Soil Condition
' The on site soil is composed of layers of clayey sand supported by silty sand extending
to the depth of the boring's 20 feet. Note that soil variations in soil type may occur
between the borings.
For a detailed soil classification refer to logs of the borings, Plates "B-1 and "B-2'
t1
I
' GEO-ETKA, INC.
Job No: FR-11211-11
' Soil Condition fcont'dj
No ground water was noted; however some of the soils are moist and may need to be
dried or substituted with drier imported sandy materials. The moisture in boring 2 is in
the range of 30 to 60%.
' Man-placed fill was encountered during the course of the field investigation. All fill
found irrespective of depth or lateral extent must be removed and replaced as
compacted soil.
' Exploration
The subsurface was explored by drilling 2 borings, 6 inches in diameter to a depth of 20
' feet below the existing ground surface. The borings were placed in strategic locations
where the major structure is to be constructed in a manner to determine the subsurface
conditions. Approximate locations of the borings are shown on the attached Plot Plan,
' Plate A
All of the borings were logged by our soils technician. Samples of both undisturbed and
disturbed soils encountered were obtained for laboratory testing and observation. Logs
' of the borings are shown on Plates 'B-1 and 'B-2" The soils are classified in
accordance with the Unified Soil Classification System described on an attached Plate.
' This Plate also shows the type of sampler used in obtaining undisturbed samples.
Laboratory Testing
' The field moisture content and dry densities of the soils encountered were determined
by performing tests on the undisturbed samples in accordance with ASTM Test Method
' D-2216-05. The results of these tests are shown on the Logs of Borings, Plates 'B-1"
and 'B-2' Density and field moisture information is useful as indicators of the nature
and quality of the material.
' Direct shear tests were performed on selected, undisturbed samples of the soils in order
to determine the strengths and supporting capacities of the soils in accordance with
ASTM Test Method D-3080-04. The method of performing these tests is to saturate
' the sample, to extrude the sample into the test apparatus, to apply the normal load, and
than to allow sufficient time to elapse to dissipate any excess hydrostatic pressure. The
sample is then subjected to a strain-controlled single plane shear test. The method of
' applying the normal and shearing load is such as to allow the sample to change in
volume without producing an associated change in the normal stress. The shearing
stress is measured at a constant rate of strain of approximately 0.05 inches per minute.
' 2
GEO-ETKA, INC.
Job No: FR-11211-11
Laboratory Testing (cont'd)
1 Selected samples of soil were tested at confining pressures similar to those of the
materials in-situ. Additional specimens from the same samples were also tested at
' increased normal pressures in order to determine the increase in shear strengths
associated with increased inter-granular pressure. The test results are plotted
graphically on Plate "C" The resulting values are as follows:
Angle of Internal Cohesion
Soil Tvae Friction (degreesl (p.s.f.)
' Silty sand 25 85
Silty sand 28'/, 30
Consolidation tests were performed on saturated specimens of the typical foundations
soils in accordance with ASTM Test Method 13-2435-04. Consolidometers are
designed to receive the undisturbed soil samples and brass rings in the field condition.
Porous stones placed at the top and bottom of each specimen permit free flow of water
into or from the specimen during the test.
Successive load increments were applied to the top of the specimen and progressive
and final settlements under each increment were recorded to an accuracy of 0.0001
inch. The final settlements so obtained are plotted to determine curves shown on
Plates 'D-1" and "D-2'
CONCLUSIONS
' Suitability of the Project
' The site is suitable for its intended use namely replacement of the existing 8 inch
diameter 12 feet deep sewer line. In designing the proposed sewer the criteria given
in the design section should be adhered to.
' A) The construction of this project will not affect the stability of the surrounding
structures, such as walls, electric poles, etc. provided all precautions needed are
followed.
' B) The latest applicable unified building code is to be followed as required.
' C) This report is subject to approval by the governing agencies.
' 3
1
GEO-ETKA, INC.
Job No: FR-11211-11
1
Strength Characteristics
The load bearing soils possess strength parameters adequate to support the proposed
construction.
Expansion Potential
The on site surficial soil is classified as moderately expansive with an expansion index
' of 62 as per 2007 CBC/ASTM D-4829-03.
Sand Equivalency Test Results
Sample Location Sand Equivalent (SEI Remark
Boring 1 @ 15' 4 None of the samples are acceptable for
Boring 1 @ 20' 3 jetting, if the native is used for backfill,it
Boring 2 @ 15' 15 must be compacted, and tested to 90%
' Boring 2 @ 20' 21
Resistance 'R" Value
' Resistance "R' Value Criteria is presented on Plate 'R"
' RECOMMENDATIONS
Bearing Value
' A bearing value of 1,500 p.s.f. may be used.
The above bearing values may be increased '/ when resisting loads caused by wind or
seismic forces, providing the resultant size is not less than that obtained with dead load
and live load only
' Earth Pressures
Lateral loads will be resisted by the friction between the sub-grade as well as the
passive resistance of the soils. A coefficient of friction of 0.35 may be used between
' slabs, footings and sub-grade.
The passive resistance of the soil may be taken to be 240 p.c.f. of E.F.P
' The active lateral soil pressure may be taken as 45 p.c.f. of E.F.P
4
GEO-ETKA, INC.
Job No: FR-11211-11
Pavement Design
Based on the test results, the design sections for Bristol Street are given below and
should be approved or amended as necessary by the city prior to construction.
Asphalt Base rock
' Paving Thickness
Use In inches In inches
Bristol Street 6 7
' The city may require the new pavement to match existing thicknesses as encountered
in the field.
' Excavation and Temporary Shoring
Excavations on the order of 12 to14 feet will be required for the proposed sewer-line
' replacement at the subject site.
Temporary excavations up to a height of 5 feet can be cut vertically If space is available
un-shored excavations in excess of 5 feet must be must be laid back at a minimum
slope of 1.5:1 :H:V (above 5 feet). See attached Plate "TIED"
Where there is insufficient room for sloped excavations, mechanical shoring plates
' (standard city specifications may be used). We recommend that Geo-Etka, Inc.
observe the excavations and shoring installation, so that necessary modifications based
on variations in the soil conditions can be made. Applicable safety requirements and
regulations, including OSHA regulations, should be met. All groundwater was not
' encountered during the current investigations in the area of the proposed excavations.
Caving was not noted in the borings performed; however the chances of caving will
increase within larger scale excavations and should be anticipated in particularly
granular material.
' 5
1
GEO-ETKA, INC.
Job No: FR-11211-11
' Demolition
Special note should be taken during the grading so as to locate all underground items,
' e.g. pipe, conduit, storage tanks, septic tanks, cesspools or leach lines, water wells,
irrigation pipe, etc.
Any septic tank found should be removed from the site.
Any seepage pit or cesspool found shall be pumped dry and filled with 2- sack slurry
' concrete. The top and sides should be broken and removed if they are within 5 feet of
finished grade. If a water-well is found it shall be cut off and capped, 5 feet below
finished grade.
' Any metal pipe found shall be excavated and cleared from the site. Any vitrified clay
leaching lines may be broken in place.
' All cavities should be cut in a 'V' shape so that compaction equipment will not bridge
during grading which should be conducted in the manner noted below.
' It is recommended that the demolition be observed so as to prevent debris from
remaining on or being buried on site. The demolition of the below grade items such as
pipes and tree root systems must be checked by the soil engineer or his representative.
' Grading
Prior to the controlled grading operations, the construction area should be stripped of all
' vegetation that is present and the debris removed from the site or stockpiled and
mulched for later use in the planter areas.
' All disturbed soil from demolition process, loose, porous, soft and fill soil found during
grading must be removed to firm native soil and replaced as compacted soil at 90%.
During the course of grading operations, if pumping occurs it is advisable to bridge the
' bottom with a crushed or angular 1-inch rock layer at least 2 feet thick. Note that in no
case should crushed miscellaneous base or washed rounded rock be utilized. A sieve
analysis must be run by this office prior to import.
The densification of the rock should be observed/probed and approved by a
representative of this office; in such cases lightweight track equipment is recommended.
1
t 6
1 GEO-ETKA, INC.
Job No: FR 11211-11
1
' Grading (cont'd).
' A moderate amount of grading is anticipated in the development of this site, with upto
14 feet of trench depth to be backfilled upon installation of the new sewer
' It is recommended that all surface which is loose that will support patio, sidewalk slabs,
or asphalt concrete paving, and all surface which will receive fill or backlit!, be scarified
to a depth of 8 inches, watered or dried to near Optimum Moisture Content and re-
compacted to a minimum of 90%.
Where fill or backfill is required, it should be placed in a maximum of 6-inch loose layers
and each layer compacted at near Optimum Moisture Content to at least 90%
compaction. Clean on site soils may be utilized as fill material. Imported fill soil should
be predominantly granular non-expansive and capable of developing the bearing
strength required for the project. All import soil must be approved by this office prior to
' bringing to the site.
All utility trenches backfilled should be tested at a maximum of 2 feet in vertical height.
The City of Costa Mesa (CMSD) Newport Beach standard specifications for trench
backfill inclusive of bedding material is acceptable and are a part of this report.
Compaction Standard: A.S.T.M. D-1557-02.
Water-soluble sulphate content will be determined at the conclusion of the grading if
requested by the client or required by the approving agencies.
' If required by the approving agency Expansion Index Test will be run at the time of
rough grading.
' A grading and a sewer plan should be submitted to this office prior to starting the
grading. A pre-grade meeting is required in accordance with the City of Newport Beach
' in conjunction with the City of Costa Mesa grading code.
In order for us to provide better service, a minimum of 48 hours notice should be
provided to schedule or cancel any geo-technical work.
1 GEO-ETKA, INC should be retained to observe all grading operations and the required
testing for implementing the recommendations of this report. If a change in the
' consultants occur Geo-Etka, Inc. must be notified in writing and all liability will shift to
the client and his consultants of record.
1
7
i
GEO-ETKA,INC.
Job No: FR-11211-11
t
' Grading (conYdl
If conditions are encountered during the design, approval by the governing agencies,
and/or the construction period that appear to be contrary to the findings of this report,
this office must be notified so that proper modifications may be made.
Respectfully submitted,
GEO-ETKA, INC.
Ghayas A. Khan, -.E.
Civil Engineer
C-38344 Expires 3-31 13ip
' NkA
Ahmed Ali, President
REA No. 04808
Expires 6-30-12
GAKIAA/bg
8
I
I
A 1 ,
j• .14
. • ;
Zar--1- . •
I --.---..:_j.
511-
I el
el
I IL -
el
el _7=7.22nett ik ,
N 0
1 i'l \t. 141r--
• CJ el
Z el
I-4 I 1-Li ' 1: Irk: • lb .
C4 •. C.--.) IA 1 - ..11 AI 1.
1000 4 . 10 hi" irjrn 1.1 —
g 1 I i:1 i.:11,1Th
I M g w 0 0— +11 . • ! -----,
•1.1 .
Lb 1,1.•L; i•
b A t•di u...i 0 1 it i ii ii. Ilt il g
,f. s •
M 0 l'''i cr 0 il.hl fl 4U
Ph 1,111f
II tn In al I III 1 IL il .11 1. *
I 1 11111110. Et
I 1 .1 11 I ill ll , F-
iji 1 i'l ililil' 3:=
i.::! l tikki:3;In
1
1 ' ili PI: .
I -7 1::: {11[ 'dI[11. 1 I -
tt it
< 111111110 11111 di —77-7
I —.) I • .;1L11 WI 4)H-it
.44
a.
I
14 -1 111111,11 „ ILI
.
1 1 1 II'1 "1 -9 \ ItLCI
' '' • 1111. .1:11c -r ti
1.-- '111141 11111i 11111•Vil-
I 0
—1 lir. ill
0 1 F
-:,nil
1-
a I 1' Ill.. .L:1:i , I ?Ey'
iil!.11,11ri hi i a al
I •I •• '1 • ,1:• :.' .1.
i 'id • A 11 ., L_.,
• • • L .
47.1 :1:1 1, .
I V!i i.1; t! 11.-1 ,.,._
, i• i ' I i:l ' .1
..'" -- --- Li ':'Or Er
Cn x 0 ==.,i.----.="---:= II
WI — -e--— •
I 1— o z t--- _—--1&• 0-00_<.. 1A14.i• 1 E 1 .
0 li — < , 144 •
--2E--•- •-'7-rl 11 1 le 1--Th•-r-=
.- a. rr 0 +4 — 5- .
ILLi n- 0 0 -- — ti.S..S.C.„.
-- •''''I l
_ ..4.. • 1 ' 4 i 1
--tVit- tititIV. -‘ T Air
I
I
--t---- , -
- .:1.1 1$4,.
F k
I
IGEO-ETKA, INC
JOB NO FR-11211-11
' PLATE "B-1
' Boring One Percent Dry
Classification Moisture Density
O AC A 6^ ASPB PAVEMENT.
oY AB t 12" e`IX A(YRSCAn BASE.
1• SC BROWN FINE TO MUM, CLAM SAND, M IDIMELY
r a MOIST, SLIGHTLY FILM, "FILL
I .., .
•• ".1i1 Sig REMISE BROWN, SITT, FIRE 10 MEDIUM SAND, 16.1 106.4
S -; ,;•. ,•,; )ODERATELY MOIST, SLIGHTLY DENSE, "NATIVE^
I
• ' I,'
•;f
,•j.).i 94 (RAY, MEDIMn 10 COARSE, sn.rl SAND, MOD�ATELY
' • `,••. MOIST, SLIGHTLY PIAM_
':•" 14.3 97.9
10 - ••:-.- .
1 ' SO REMISE BROWN, SILTY, PM TO MEDIUM SAND,
• 1. MOIST, DENSE.
• "r
i_1:
20' "- END OF BORING. 17.4
• t
I
• Depth of bag sample
I CI Depth of undisturbed sample
CI No recovery
IGroundwater
Vertical Scale 1 = 4
I
I
1 GEO-ETKA INC
JOB NO• FR-11211-11
IPLATE "8-2
I
Boring Two Percent Dry
Classification Moisture Density
1 0 AC t 8" ASPHALT PAVEMENT'.
AB t 16" AGGREGATE BASH.
*cat,:
, ' •M r SC IRWEDEIRSAIH ET PgM,SFII NSL TO GH M® IFMII,Q ICLAYEY, d"YFEIIY L SAND,
1 �� 'ti
; y��• 11.1 116.5
SC REDDISH BROWN, VERY FINE, CLAYEY SAID,
5 Pfl tATELY MOIST, DENSE, "NATIVE"
1
1 ' 1
1
10 •; ' ,SM LIPDT REDDISH BA , PINE 10 COARSE, SILTY SAND,
MODERATELY POISE, DENSE.
•..I 14.8 111.2
I J •
15' .-t' 13.9
I
1 SM LIIDT REDDISH BROWN, VERY FINE IO MEDIUM,
J.; SIITY SAND, PWBRATELY MOIST, DENSE.
• .rte
1
20' :•i..: END OF BORING. 13.4
1
1 • Depth of bag sample
' • Depth of undisturbed sample
❑ No recovery
I2 Groundwater
Vertical Scale 1 = 4'
I
I
I
I
GEO-ETKA Inc
IJob Number FR-11211-11
Plate "C
I
IDIRECT SHEAR TEST
I 2000
1900 _
I 1800
1700
I
0 1600 c) BORINN1@91
'
43
Cr 1500
I [x�
1400 0 BOUM z @11
g 1300
IIW 1200
a
fq 1100
I za io
0 1000 ,8`�
a 4
900 a 3.-S o
f
x 800
0 SAO
I s' 700
E, 600
I 000HGGG 500
400 /
•1 fn 300 _ P'
200
I 100
j r
I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
H N f'1 -1 ff' b P- CO ON 0 H N C\ 4 ff\ b N. CO
H H H H H H H H H
ISURCHARGE PRESSURE POUNDS PER SQUARE FOOT
I
I
' GEO-ETKA Inc
Job Number FR-11211-11
Plate 'D-1
1
Boring 1 @ 9'
CONSOLIDATION TEST DATA
0 0000
WATVF 'mom
0 0060
0 0120
U
z
H
a
w
a
0180
t z
H
z
H
1 0240
0
z
H
H
a
m0 0300
' 0 0360 Jp�
dO 4,v
�O
0 0420 •
O O ti
' LOAD (HIPS PER SQUARE FOOT)
1
I
I
I GEO-ETKA Inc
Job Number FR-11211-11
IIPlate "D-2
Boring 2 @ 11'
' CONSOLIDATION TEST DATA
0 0000 ,
I
0 0040 wATRR annRn
I
0 0080
I %
z
H
M
W
IID.m0 0120
U
0
I Z
H
z
H
'---0 0160
I z
0
F.
I FA
.4
00 0200 0%
z
0
II o
I 0 0240
I0 0280 .
I H h 0 O O o O
O O .i N -T m .0
H 1LOAD (HIPS PER SQUARE FOOT)
I
GEO-ETKA, INC. 739 N.Main Street,Orange,CA 92868
Ph. (714)771-6911 Fax:(714)771-1278
' JOB NOn-11211-11 SOIL TYPE. Brown, sandy silty clay.
L_ TEST SPECIMAN A B C D
I Date Tested 7-25-11 7-25-11 7-25-11
al Compactor Air Pressure psi ( 350 350 250 —
x Initial Moisture % 12.4 12.4 12.4
' o Moisture at Compaction % 8 8 10 0 13' 1
W. Briquette Height In
2.3• 2.50 2.62
y Dry Density pcf 126 9 121 0 110 4
' EXUDATION PRESSURE psi 726 289 ye
EXPANSION dial(x.0001) 68 49 7
Z o Ph at 1000 pounds psi 17 29 56
m a Ph at 2000 pounds psi 39 82 139
a Displacement turns 3_37 4 5.02
-3 2 'R' Value 70 35 7
1 CORRECTED 'R' VALUE Ft; 35 8
100
1
:::
I 1 ::::: ::11114 11:: :
1 1
s o
Final 'R' Value 11:: ::
4': 1:::::::: t: :.2
' By Exudation: :
36 80 11:::..1.211::::1::: 1 m I
' By Expansion: 701 : 1 H : 2:
1111°•111
TI(0 5) 110 -..r
III21 60 :::::::1: ilii111::1:::::::11::::::1
. :
' 11 1:1:
NOTES o)so -.;.
:1111_
1 m =.1: _ i � ::4:::11:1
:4=:: ::::1111 42...:1:C1:::::'Q:1::1:::::::1: 1:::1:i
40
2..1
a : 1 :111:1 : iv..II id
_::
30
:::2 11 1
:1 1 111 11
221: 1 :
20 i :::4:
: :: :M1 1 kvU .1
1 1 : I1:9q: ::::1::4411:11 68885
10 1 1•'1:::114:111 111:::::111:11111114441:11:111:111:::1 44rE':)
�e;�;
::•: 1 111 : 111 n•••,-•1:111:1
a7.17C• ' 000 700 600 500 400 300 200 100 0
2:.;_C6'.
Exudation Pressure PSI plate 'R'
GEO-ETKA INC
Job No FR-11211-11
Plate TTED"
i
LEVEL
1 IH
' VARIES I-V
5
I
V
1
MAX
BOTTOM OF EXCAVATION
I
i TYPICAL TEMPORARY
' EXCAVATION DETAIL
I
I
IGEO-ETKA INC
JOB NO FR-11211-11
ISOIL CLASSIFICATION CHART
IGRAPH LETTER TYPICAL
MAJOR DIVISIONS SYM SYM DESCRIPTION
I ' j. A WELL GRADED
CLEAN _A . k GW GRAVEL AND SAND
GRAVEL
I AND GRAVELS . 1
COARSE GRAVELLY GP POORLY GRADED
GRAINED SOILS
SOILS LESS THAN GRAVELS GM SILTY GRAVELS
I
50% PASS WITH
#4 FINES GC CLAYEY GRAVELS
I
- WELL GRADED SAND
MORE SAND CLEAN SW NO FINES
THAN AND SAND POORLY GRADED
50% SANDY
I LARGER SOILS • -- - SP SAND NO FINES
THAN MORE THAN
#200 50% PASS SAND ]I} SM SILTY SANDS•SIEVE *4 WITH '1-,." .,
II FINES
�, SC CLAYEY SANDS
I FINE SILTS L L ML INORGANIC SILTS
GRAINED AND LESS
SOILS CLAYS THAN / CL INORGANIC CLAYS
50 _
1 I iI
1 ' I OL ORGANIC SILTS
1 I MH INORGANIC SILTS
I MORE SILTS L L / i
THAN 50% AND GREATER
PASSING CLAYS THAN CH INORGANIC CLAYS•
/�j
ISIEVE / i i/ OH ORGANIC CLAYS
I - HIGHLY ORGANIC SOILS PT I PEAT HUMUS
..,...r---+-.
SOIL SAMPLER
I FOR UNDISTURBED SAMPLING
ONNECTING BRASS TOBIN(' CUTTING
_COUPLING SLEEVE
-h 2 b25 INCHES I D EDGE
(
IAPPENDS% I
GEO-ETKA, INC.
Job No: FR-11211 11
LIMITATIONS
' 1 This Geotechnical Report is based upon data obtained by surface
reconnaissance, limited soil test borings, laboratory test results, and preliminary
engineering analysis. No inference should be drawn from the language of the
report that the scope of the investigation was any wider It must be understood
that although the observed and reported conditions are considered representative,
local variations of geologic and/or soil conditions may exist for which this firm can
' not assume responsibility This report was prepared upon your request for our
services, and in accordance with accepted standards of professional practice. The
limitations of this report are also governed by the contract amount agreed to be
paid by the client.
2. This report is issued with the understanding that it is the responsibility of the
owner or of his representatives to ensure that the information and
recommendations contained herein are called to the attention of the developer his
architect, and engineers for this property so that necessary steps are taken to
1 implement the recommendations of this report. Failure to do so relieves Geo-
Etka, Inc. of all responsibility
3. The findings of this report are valid as of the present date. However changes
in the conditions of a property can occur with the passage of time, whether they be
due to natural processes or to the works of man, on this or adjacent properties. In
1 addition, changes in applicable or appropriate standards occur whether they result
from legislation or the broadening of knowledge, or present applicable UBC Code
requirements. Accordingly the findings of this report may be invalidated, wholly or
' partially by changes outside of our control. Therefore, this report is subject to
review and should not be relied upon after a period of one (1) year Note that
some local jurisdictions have less time for the reports validity and reports are
required to be updated at the expiration of such predetermined limits.
4. Unless the recommendations of this report are completely incorporated into
' the design, and all phases of geotechnical activity are checked, tested, and
reported by this office, Geo-Etka, Inc. will not be held liable by others.
1
APPENDIX II
1
' WORKSHEET FOR-ENCROACHMENT PERMIT
CITYOFNEWPORT BEACH
I
PUBLIC WORKS.DEPARTMENT
COMPLETE THE BELOW INFORMATION .
I PROJECT ADDRESS:
DETAILED DESCRIPTION OF PROPOSED WORK(include measurements):
I
I
APPLICANT 'Phone:
I Email Address:
Mailing Address: City/State/Zip:
I OWNER: 'Phone:
Email Address:
Mailing Address: (City/State/Zip:
IALL CONTRACTOR INFORMATION IS REQUIRED-PLEASE COMPLETE ..
CONTRACTOR: Office Phone:
ICompany(if different): Jobsite Phone:
Other Phone:
Email Address:
IMailing Address: City/State/Zip:
State License Number&Class: City Business License Number I Expires: Expires:
WORKERS COMPENSATION INSURANCE Certificate of Insurance(Section 3800 Labor Code)
Company: Policy No: Expires:
I REFUNDABLE DEPOSIT INFORMATION (if Applicable): _
Refund Payable To:
Mail Refund To:
I . . FOR OFFICE:USE ONLY
Special Conditions of Permit:
I
I Utilities: ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING,DEPARTMENTS
Traffic: Fire:
General Services: Other
' Engineer PWS: Date: Permit No.
fNSaYpWIsh redlenaoaffmastmhpworkstieel MK
I Public Works Department 949-844-3311
3300 Newport Boulevard,Newport Beach,CA 92663
I
I
TYPES OF PAVEMENT.REPLACEMENT
I
1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE
I PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE
SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND 15 DOWEL, 18" O.C.
WITH EPDXY COATING.
' 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER
STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT
A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4' THICK.
B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL
THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN
ONE FOOT OF THE CONTACT JOINT.
I * C. COLD PLANE EXISTING A.C. PAVEMENT (2' MINIMUM DEPTH).
EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER.
** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT EXIST
I OR CURB AND GUTTER. A.C. PVr**
EAST. ** 5' MIN.
A.C. PVT. �t
* 18' CONTACT
MIN.I
18° 24" MIN
MIN TIP rvARIES JOINT DOWEL
VARIES EXIST. 6' 6'
AA.C. PVl. AL**
/W. TYP
r Aram .=re I -.* I=-T 4-- r -..„_Sea at,
# Imo ,
_ EXIST.
CONTACT ** i
JOINT
P.C.C. PVT. I \\
IN PIPE BEDDING AND
\\ ORCAS DETERMINED ER IND. BY
I TH
OR AS DEIERM/NE0 BY THE
FIELD ENGINEER
.0
h 4 •
I
IASPHALT TRENCH RESTORATION CONCRETE TRENCH RESTORA770N
I NOTE. STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL
REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER.
I REVISED 6/2002
CITY OF NEWPORT BEACH APPROVED:
PUBLIC WORKS DEPARTMENT
IRCE NO.36106 L WORKS DIRECTOR
TRENCH RESURFACING Dote: 2 Mar 1999 Scale.N.T.S.
Drown by M. GRACIA r'\usEtr rn at-5Th\
IDRAWING NO. STD-105-L-B
I
1
ill I I TRENCH WIDTH
- v. - - FINISHED SUBGRADE
' 1 O 1
i Li_ 3/4
co
OPTIONAL
o,o EXCAVATION LINES
c
I 3/4
I 6
Y.
6 i
ti MIN. MIN.
rz
co
iaj
m _ p0' 0'9 SPRING LINE
j eft, TRENCH SHEETING
•�P ZOR SHORING IF USED
, l W
V a
If y • _>45' MIN.
v�
TRENCH SHEETING ORJ \i
SHORING IF USED 0.4 O.D.
IUNDISTURBED SOIL, TYPICAL
1 TRENCH WIDTH SHALL BE O.D. + 12 MINIMUM, OR O.D. + 20' MAXIMUM, INCLUDING
1 THICKNESS OF TRENCH SHORING OR SHEETING.
2 BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1 3, EXCEPT
THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM.
I3 WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONSTRACTOR SHALL SUBMIT
TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING
CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING
' WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT
PROVIDED IN THE CONTRACT
III 4 BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1 2 1 EXCEPT THAT
(A. ) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE
CONTRACTOR'S OPTION AND SOLE EXPENSE.
I (B. ) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM
FOR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON
THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY
WITH THE BACKFILL.
I5 TRENCH RESURFACING SHALL BE PER STD.-105-L.
C 1 ry OF NEWPORT f;EIRCH APPROVED: /f Q
I PUBLIC WORKS DEPRRTMENT id& at
DIRECTOR OF PUBLIC WORKS
I P I PE BEDDING ME R.C.E. N0. 12806
Z8 Sep ISM -CCM" N.T.S.
! W M. GRACIA STD-106-L
I_ --- X41-nambra =dry—A=1270 ~yam
Ira me and c
1 — -- —____-___— D g No_S.I V 7 _- -I 1- ._--___—�_—
_ w —w-
W o
14
-L1= Grade rings
Eccentric cone
f
1 I
iA If
48
C
I nI
G
`
. . .
I SECTION A A
SECTION B-B
1 Z Z' JDINF5 AT BOTH
HNLET5 AUD CURE75 FOR
V.L.P. GSM -- �� B NOTES
I Manholes shall be precast concrete as manufactured
Iby Associated Concrete Products, Inc. or approved
� equal I A A 2. Concret e base and stub walls shall be poured In one
"L j operation to an elevation 2" above top of pipe.
3. Concrete shall be Class 5LD C-32517
1 4. Depth of the channel shall equal pipe diameter for
illalI sizes of pipe.
IIli 5. The floor of manholes shall be steel troweled.
B 6 Steps shall be polypropylene w/a 1/2 diameter steel core
meeting ASTM A 82, ASTM C-47$, ASTM type II grade
I 43758, 16' 0.C.
SECTION C-C 7 Manhole bases must be poured against undisturbed
soil
I8. Steps for manhole shall be placed upstream.
9 Mortar for joints shall be per Costa Mesa Sanitary
District Std Dwg. No. 5-103. pr.vlsD 1/el/,5t
COSTA MESA SANITARY DISTRICT Approved Q A,.'d°t�%ym IB et
I Standard 48° D. Manha!, District Engineer-R.C.E. 31120
Drawing N2 S - 100
1
1
1
STREET SURFACE 7F�
I ul E
6" pVG. sewer lateral
min. slope 1/411 to I'-011
=
CfStd 45° bend E.
�
Variable size Sewer main
I ELEVATION
E
3 }I
N N
c
I A
6.
N
a
0
� a
I
'r 90' unless noted otherwise on plans
a -Alternate 'Tee' branch Crv°. sewer
I 40VS11111.11n11 Sta.
ISta. Std. 45° bend
Const of
Std. 'Wye' branch
•I wye only
PLAN
NOTES
I lir 1 TEE BRANCH USED ONLY WITH PRIOR APPROYAI FROM
DISTRICT ENGINEER
I P- vlsp I/21/goy
COSTA MESA SANITARY DISTRICT 'Approved n to c 18-82 gh
•
Lateral Connection Type ° A ° 'trict Engineer -R.C.E:°°3172f/
wing N° S -104 -A
I
1r
-
1
-1 TRENCH WIDTH
1
1 y
0
�/
BAGIFILL — 4 X 0 D X r/
12'
BEDDING B — _
Il I �s\ TRENCH SHEETING OR
SHORING PER TIME 8
II 4/ PL
CALIFORNIA ADMINISTRATIVE
KIER L INE ° CODE.
BEDDING A — \ /< A
1 a e A SI A ° A A, 6" MIN
4. D
d " or et-
IIBARREL OF PIPE BELL OF PIPE
NOTES
' 1 Bedding A shall be composed of 3/4 crushed gravel
2 Backfill and Bedding B shall be as required by the local
agency standards Backfill w/slurry whenever possible
II 3 'X' shall be between 6 and 8 inches and shall include the
thickness of any shoring
4 All trenching and bedding operations shall be done in
1 conformance with the latest edition of the Standard
Specifications for Public Works Construction
5 Structural section of pavement shall be replaced as required
by the local agency
' 6 Applicable agency standards are City of Costa Mesa Std No
813 City of Newport Beach Std 106—L County of Orange EMA
Std Plan 1319
1
' REVISED 8/11/88
.:COSTA MESA SANITARY DISTRICT Approved
8-I - ::.,:
I Approved
LT/ RENCHING AND BEDDING Draw g No S- IR2 o
I
Dear Contractor
' In entering into an agreement with the Costa Mesa Sanitary District,you must designate your form of
business entity There are three basic types of business entities. They are.
1 A Sole Proprietorship
(with or without a 'dba")
2. A Partnership
' 3. A Corporation
In entering into contracts with the Costa Mesa Sanitary District, please indicate the complete name
of your business in one of the following acceptable formats:
1 John Smith, Sole Proprietor
or
' John Smith, Sole Proprietor
Doing business as Acme Roofing"
2. Smith and Dokes, a California Partnership;
1 3. Smith Corporation, Inc.
A California Corporation
' In signing the agreement with the Costa Mesa Sanitary District,you or your agent must sign in one of
the following manners so the capacity in which you or your agent is signing is clear
' 1
John Smith, Sole Proprietor
2. Smith and Dokes
' By
John Smith, Partner
' 3. Smith Corporation, Inc.
By.
Vice President
Your Public Notary must indicate your capacity when acknowledging your signature.
1
' CONTRACT
THIS AGREEMENT is made and entered into this day of by and
between the COSTA MESA SANITARY DISTRICT, hereinafter referred to as 'DISTRICT' and,
, a—. , hereinafter referred to as 'CONTRACTOR.
WITNESSETH
That for and in consideration of the promises and agreements hereinafter made and
' exchanged, DISTRICT and CONTRACTOR mutually agree as follows:
1 Scope of the Work. That CONTRACTOR shall perform all the work and shall
t provide and furnish all the labor materials, necessary tools, expendable equipment, and all utility
and transportation services required to construct:
BRISTOL STREET SEWER REPLACEMENT PHASE II
' 2. Labor and Materials. All of said work to be performed and materials to be furnished
shall be in strict accordance with the plans and specifications entitled Specifications for
BRISTOL STREET SEWER REPLACEMENT PHASE II,and CONTRACTOR
agrees to do everything required by this Contract and the Contract Documents including the plans
and specifications and any general conditions.
All labor materials,tools,equipment and services shall be furnished on work performed,and
under the direction, administration and subject to the approval of DISTRICT or its authorized
representatives.
CONTRACTOR warrants that it will not purchase mined construction material for this
' PROJECT except from a mining operation that is currently identified in the list published pursuant to
subdivision (b) of Section 2717 of the Public Resources Code. Refer to the current 3098 list for
qualified mining operations at www.consrv.ca.gov/OMR/ab_3098_list/current_list.
3. Time of Completion. CONTRACTOR agrees to commence the work to be performed
under this Contract within five (5) days of receipt of the 'Notice to Proceed' and to diligently
prosecute the work to completion before the expiration of SIXTY (60)WORKING DAYS from the
date of commencement. "Working days means all calendar days except Saturdays,Sundays, and
legal holidays.
4. Time of the Essence. Time is of the essence of this Contract.
' 5. Liquidated Damages/Delay Damages. It is agreed by the parties hereto that in case the
total work called for hereunder in all parts and requirements is not finished or completed within the
' number of working days as set forth herein, damage will be sustained by the DISTRICT and that it is
and will be impractical and extremely difficult to ascertain and determine the actual damage which
the DISTRICT will sustain in the event of and by reason of such delay'and it is therefore agreed the
CONTRACTOR will pay to the DISTRICT the sum of TWO HUNDRED FIFTY and 00/100 Dollars
($250.00) per calendar day for each and every day of delay in finishing the work in excess of the
number of days prescribed in paragraph 3 and the CONTRACTOR agrees to pay said liquidated
damages herein provided for and further agrees that the DISTRICT may deduct the amount thereof
' from any monies due or that may become due the CONTRACTOR hereunder
The CONTRACTOR will be granted an extension of time and will not be assessed with
1
1
liquidated damages for any portion of the delay in completion of the work beyond the time named
herein for the completion of the work due to unforeseeable causes beyond the control and without
' the fault or negligence of the CONTRACTOR, including but not restricted to acts of God or of the
public enemy fire, floods, epidemics, quarantine restrictions, strike, and unsuitable weather or
delays of subcontractors due to such causes, provided CONTRACTOR submits timely notification
and a written Request for Change Order as required herein.
' The CONTRACTOR shall within ten(10)days from the beginning of any such delay(unless
the DISTRICT shall grant a further period of time prior to the date of final settlement of the Contract)
notify the District Engineer in writing of the cause of the delay and the District Engineer shall extend
' the time for completing the work if in the District Engineer's judgment the cause so merits. The
District Engineers determination on this matter shall be final and conclusive on the parties hereto.
CONTRACTOR shall also be required to submit a written Request for Change Order to District
Engineer within fifteen (15)days of the date of such delay. No adjustment shall be allowed for such
delay unless strict compliance with this contractual provision is effected. CONTRACTOR's remedy
shall be limited to the extra days granted and to any damages that he may be entitled to using the
' formula agreed to by the parties for all damages as provided in Paragraph 28.
6. The Contract Sum. DISTRICT agrees to pay and CONTRACTOR agrees to accept
in full payment for the work above agreed to be done the sum of:
' Dollars ($ • ).
7 Progress Payments. Prior to the fifteenth day of the month next following the
' commencement of the work,there shall be paid to CONTRACTOR a sum equal to 90 percent of the
value of the work completed since the commencement of the work as determined by the District
Engineer and thereafter prior to the fifteenth day of each successive month as the work progresses.
CONTRACTOR shall be paid such sum as will bring the payments up each month to 90 percent of
' the value of the work completed since the commencement of the work as determined by the District
Engineer less all previous payments, provided that CONTRACTOR submits his request for payment
prior to the last Wednesday of each preceding month. DISTRICT shall make the final payment, if
unencumbered,or any part thereof unencumbered, 35 days after the acceptance of the work and the
' filing of a Notice of Completion. Payments shall be made on demands drawn in the manner required
by law accompanied by a certificate signed by the District Engineer stating that the work for which
payment is demanded has been performed in accordance with the terms of the Contract, and that
' the amount stated in the certificate is due under the terms of the Contract. Partial payments on the
Contract price shall not be considered as an acceptance of any part of the work.
8. Prompt Payments. DISTRICT agrees to promptly make progress payments on
' undisputed and properly submitted payment requests within thirty(30)days and to comply with the
provisions of Public Contract Code Section 20104.50.
9. Retention Securities. Pursuant to California Contract Code Section 22300,
CONTRACTOR will be entitled to post approved securities with the DISTRICT or an approved
financial institution in order to have the DISTRICT release funds retained by the DISTRICT to insure
performance of the Contract.
' 10. Specifications. The Standard Specifications for Public Works Construction, also
known as the Greenbook, latest edition, shall be controlling unless a different specification is called
out in the Contact Documents, including the Costa Mesa Sanitary District's Standard Plans and
1
1
rSpecifications for the Construction of Sanitary Sewers and the BRISTOL STREET SEWER
REPLACEMENT PHASE II.
11 Change Orders.Change order requests shall be submitted to the District Engineer in
writing who shall have discretion to determine the merit of the change order request. The District
Engineer may approve or disapprove change orders in his discretion except that any change order
resulting in an increase of the Contract price shall be co-signed by the District Manager and/or
' approved by the Board of Directors. No amendments,modifications,or waivers of Contract terms or
the Contract Documents, including additional compensation for extra work,will be allowed absent a
written Change Order signed by both parties.
' 12. Prevailing Wage Rates. DISTRICT has ascertained the general prevailing rate of per
diem wages and the general prevailing rate for legal holidays and overtime work in the locality in
which the work is to be performed for each craft or type of work needed to execute this Contract,and
' the same has been placed on file with the District Clerk at the District's principal office.Said perdiem
wages can be obtained on the Internet at http://www dir.ca.gov/dlsr/DPreWageDetermination htm.
Said per diem wages are deemed to include employer payments for health and welfare, pension,
' vacation,and travel time and subsistence pay all in accordance with sections 1773.1 and 1773.8 of
the Labor Code of the State of California.
13. Discrimination, Minorities, Aliens. The CONTRACTOR shall not unlawfully
' discriminate nor allow its employees,agents, principals,or subcontractors to unlawfully discriminate
against any employee or applicant for employment on the basis of race, religious creed national
origin or sex.
' 14. Compliance with Davis-Bacon Act. This provision does not apply to this Contract.
15. Payroll Records. The provisions of section 1776 of the Labor Code of the State of
' California regarding the preparation, maintenance and filing of payroll records are applicable to this
Contract. Specifically each CONTRACTOR and subcontractor shall keep an accurate payroll
record, showing the name, address social security number work classification, straight time and
t overtime hours worked each day and week,and the actual per diem wages paid to each journeyman,
apprentice or worker employed by him in connection with the public work. THE CONTRACTOR'S
AND SUBCONTRACTOR'S PAYROLL RECORDS SHALL BE SUBMITTED TO THE DISTRICT
ENGINEER FOR REVIEW ON A WEEKLY BASIS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR SUBMITTAL OF SUB-CONTRACTOR'S PAYROLL RECORDS.
16. Penalty CONTRACTOR shall,as a penalty to the DISTRICT forfeit up to$50.00 for
' each calendar day or portion thereof for each workman paid (either by him or any subcontractor
under him)less than the prevailing rate set forth herein on the work provided for in this Contract,all
in accordance with section 1775 of the Labor Code of the State of California.
' 17 Apprentices. If applicable,the provisions of Labor Code Section 1777.5 requiring the
use of apprentices in certain ratios to journeymen are hereby imposed upon CONTRACTOR.
' 18. Legal Day's Work. In the performance of this Contract, not more than eight(8)hours
shall constitute a day's work, and the CONTRACTOR shall not require more than eight(8) hours of
labor in a day from any person unless the CONTRACTOR complies will all applicable Labor laws.
CONTRACTOR shall conform to Article 3, Chapter 1 Part 7 (section 1810, et seq.) of the Labor
' Code of the State of California, and it is agreed that the CONTRACTOR shall forfeit'to the DISTRICT
as a penalty the sum of$25.00 for each workman employed in the execution of this Contract by the
CONTRACTOR or any subcontractor for each calendar day during which any workman is required or
I
I
permitted to labor more than eight(8) hours in any one calendar day and forty(40) hours in any one
week in violation of said article.
1 19. Subcontracting. CONTRACTOR acknowledges that he is aware of the provisions of
the 'Subletting and Subcontracting Fair Practices Act' (Public Contract Code Section 4100 et seq.)
and that he agrees to comply with all applicable provisions thereof If any part of the work to be done
' under this Contract is subcontracted, the subcontract shall be in writing and shall provide that all
work to be performed thereunder shall be performed in accordance with this Contract. Upon
request, certified copies of any or all subcontracts shall be furnished to the District Engineer or
' DISTRICT The subcontracting of any or all of the work to be done will in no way relieve the
CONTRACTOR of any part of his responsibility under the Contract. Breach of any of the above
provisions will be considered a violation of the Contract, and the DISTRICT may cancel the
Contract, assess the CONTRACTOR a penalty of not more than 10 percent of the subcontract
' involved, or cancel the Contract and assess the penalty
All persons engaged in the work, including subcontractors,will be considered employees of
' the CONTRACTOR. He will be held responsible for their work. The DISTRICT will deal directly with
and make all payments to the CONTRACTOR.
20. Workers' Compensation. CONTRACTOR shall carry Workers' Compensation
Insurance and require all subcontractors to carry Workers Compensation Insurance as required by
the Labor Code of the State of California. CONTRACTOR, by executing this Contract, hereby
certifies:
'I am aware of the provisions of Section 3700 of the Labor Code
which require every employer to be insured against liability for
Workers Compensation or to undertake self-insurance in accordance
' with the provisions of that code, and I will comply with such provisions
before commencing the performance of the work of this Contract.
21 Drug-Free Work. CONTRACTOR agrees to provide a drug-free workplace in
accordance with 24 CFR part 24 sub-part F Under 24 CFR part 24 sub-part F the CONTRACTOR
will provide certification in writing that it will provide a drug-free workplace by
(a). Publicizing a statement notifying employees that the unlawful manufacture,distribution,
dispensing, possession or use of a controlled substance is prohibited in the workplace and
specifying the action it will take against employees for violation of such prohibition;
(b). Establish an ongoing drug-free awareness program to inform employees about-
1 Degrees of drug abuse in the workplace;
2. The policy of maintaining a drug-free workplace;
3. Any available drug counseling, rehabilitation and employee assistance programs;
4. The penalties which may be imposed on employees for drug abuse violations
' occurring in the workplace.
(c). Making it a requirement that every employee to be engaged in the performance of the
Contract be given a copy of the statement required by paragraph (a);
(d). Notifying employees in the statement required by paragraph (a) that as a condition of
employment under the Contract the employee will
1 Abide by the term of the statement; and
2. Notify the employer in writing of any conviction for a violation of a criminal drug
statute occurring in the workplace no later than five (5) calendar days after such
conviction.
(e). Notify the DISTRICT in writing,within ten(10)calendar days after receiving notice under
subparagraph (d) (2) from an employee or otherwise receiving actual notice of such
I
I
1
' conviction. Employer of said convicted employee must provide notice, including conviction
title, to the DISTRICT
' (f). Taking one of the following actions, within thirty (30) calendar days of receiving notice
under subparagraph (d) (2), with respect to any employee who is so convicted
1 Taking appropriate action against such an employee, up to and including
termination, consistent with the requirements of the Rehabilitation Act of 1973, as
' amended; or
2. Requiring such employee to participate satisfactorily in a drug abuse assistance or
rehabilitation program approved for such purposes by a Federal,State or local health,
law enforcement, or other appropriate agency
(g). Making a good faith effort to continue to maintain a drug-free workplace through
implementation of paragraphs (a), (b), (c), (d), (e)and (f).
22. Bonds. CONTRACTOR shall, prior to the execution of the Contract, furnish bonds
approved by DISTRICT one in the amount of one hundred percent(100%)of the Contract price,to
guarantee the faithful performance of the work, and the other in the amount of one hundred percent
' (100%) of the Contract price to guarantee payment of all claims for labor and materials furnished.
This Contract shall not become effective until such bonds are supplied to and approved by
DISTRICT All bonds shall be issued by an admitted surety insurer and the DISTRICT reserves the
right to object to any such surety in accordance with Code of Civil Procedure Section 995.660.
' 23. CONTRACTOR'S Affidavit. After the completion of the work contemplated by this
Contract, CONTRACTOR shall file with the District Engineer his affidavit stating that all workmen and
' persons employed,all firms supplying materials,and all subcontractors upon the project have been
paid in full, and that there are no claims outstanding against the project for either labor or material,
except certain items, if any to be set forth in an affidavit covering disputed claims, or items in
connection with a Notice to Withhold, which have been filed under the provisions of the statutes of
the State of California.
24. CONTRACTOR'S Waiver CONTRACTOR agrees to execute a Final Close Out
t Agreement and Release of All Claims. The execution by CONTRACTOR of the Final Close Out
Agreement and Release of All Claims shall constitute a waiver of all claims against DISTRICT under
or arising out of this Contract unless otherwise stated in said document.
' 25. Notice to Proceed. No work, services, material or equipment shall be performed or
furnished under this Contract unless and until a 'Notice to Proceed' has been given to the
CONTRACTOR by the District Engineer and all bonds and certificates of insurance required pursuant
' hereto have been fumished to and approved by DISTRICT
' 26. Termination.
A. If CONTRACTOR should fail to comply with any of the provisions hereof,or in the
event CONTRACTOR should become the subject of a proceeding under state or federal law for relief
of debtors, or if CONTRACTOR makes an assignment for the benefit of creditors, DISTRICT shall
have the right to hold CONTRACTOR in default and cancel this Contract in whole or in part.
B. Should CONTRACTOR, at any time during the progress of the work, refuse or
neglect to supply sufficient material or labor or fail to comply with any provision of this Contract,
1
I
1
' DISTRICT shall have the right,without prejudice to any other right or remedy it may have,to provide
such materials and labor or make good such deficiencies as DISTRICT may deem expedient after
' three(3)days notice in writing,delivered or mailed to CONTRACTOR at his last address on file with
DISTRICT and CONTRACTOR shall be liable for the cost and expense thereof which may be
deducted by DISTRICT from any money that may be due CONTRACTOR.
' C. Without limiting any rights which DISTRICT may have by reason of any default by
CONTRACTOR hereunder DISTRICT reserves the right to terminate this Contract in whole or in part
at its convenience. In such event DISTRICT shall compensate CONTRACTOR,subject to deduction
' for previous payments (i) by reimbursing CONTRACTOR for all actual expenditures and costs
incurred in performing under this Contract (ii) by reimbursing CONTRACTOR for all expenditures
made and costs incurred with DISTRICT'S prior written approval in settling or discharging
outstanding commitments entered into by CONTRACTOR in performing under this Contract and (iii)
by paying CONTRACTOR as a profit, insofar as a profit is realized hereunder an amount equal to
the profit on the entire Contract estimated at the time of termination, multiplied by the percentage of
completion of the work. In no event, however will the compensation to CONTRACTOR exceed the
' total Contract price less payments previously made and less the Contract price of work not
terminated. Upon receipt of any notice of termination, CONTRACTOR shall, unless the notice
otherwise directs, (i)immediately discontinue the work and the placing of all orders and subcontracts
in connection with this Contract, (ii) immediately cancel all existing orders and subcontracts made
' hereunder and (iii) immediately transfer to DISTRICT all materials, supplies, work-in-process,
appliances,facilities,equipment, machinery and tools acquired by CONTRACTOR in connection with
the performance of this Contract.
' 27 CONTRACTOR'S Independent Investigation. No plea of ignorance of conditions
that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the
execution of the work under this Contract, as a result of failure to make the necessary independent
' examinations and investigations,and no plea of reliance on initial investigations or reports prepared
by District Engineer and/or DISTRICT for purposes of letting this Contract out to bid,will be accepted
as an excuse for any failure or omission on the part of the CONTRACTOR to fulfill in every detail all
requirements of the Contract Documents. Nor will such reasons be accepted as a basis for any
claims whatsoever for extra compensation or for an extension of time.
1
I
1
I
I
I28. Damages/Extra Work Compensation.The parties have agreed to modify the formula
for damages set forth in the Standard Specifications for Public Works Construction. The parties
agree that the damage formula shall be used to measure all of CONTRACTOR's damages or extra
'
work required by this job. CONTRACTOR shall be limited to the following:
Direct costs Mark-up
I Labor 20%
Materials 15%
Equipment Rental 15%
Other Items 15%
I Subcontracted work 10% (first $5000)
Subcontracted work 5% (work in excess of first $5000)
Specialty Subcontracting
I (required by extra work) 5% (Provided at least three
competitive bids are obtained
and contractor selected the
lowest bidder)
IExcluded from recovery shall be so-called 'Eichleay damages' including, but not limited to,
home office overhead, insurance and bonding costs, lost bonding capacity lost profits, and lost
interest.
ICONTRACTOR acknowledges that his recovery for damages or extra work is limited as
provided in this paragraph.
I CONTRACTOR's
Initials
29. Other Documents Included. It is further agreed by the parties hereto that the
I following documents are incorporated into this Contract by reference and are to be read and
construed together as the full, complete and integrated terms of this Contract:
A. Notice Inviting Bids
B. Supplementary Bid Addenda or Bulletins, if applicable
C. Proposal Packet
D. Standard Specifications for Public Works Construction 'Greenbook, latest
I E. edition
Costa Mesa Sanitary District Standard Plans and Specifications for the
Construction of Sanitary Sewers
F Construction Plans and Specifications for Bristol Street Sewer Replacement-
Phase II
G. Standard Drawings(Costa Mesa Sanitary District Drawings and City of Costa
Mesa Drawings)
I H. Soils Report
I. City of Costa Mesa Encroachment Permit
J Faithful Performance Bond
K. Payment Bond
'
L. Approved Change Orders, if applicable
M. Contractor's Affidavit
N. Final Closeout Agreement and Release of All Claims
I
The documents listed in this Paragraph, including this Contract, shall be known and referred
I
to collectively as the 'Contract Documents.
30. Interpretation. In the event of any conflict,inconsistency or incongruity between the
' provisions of this Contract and the provisions of any of the Contract Document(s) referenced in
Paragraph 29 hereof, or amendments thereto, the provisions of this Contract shall control in all
respects.
31 Attorney's Fees. If any action at law or in equity is necessary to enforce or interpret
the terms of this agreement,the prevailing party shall be entitled to reasonable attorney's fees,costs
and necessary disbursements in addition to any other relief to which he may be entitled. If any action
is brought against the CONTRACTOR or any subcontractor to enforce a Stop Notice or Notice to
Withhold, which names the DISTRICT as a party to said action, DISTRICT shall be entitled to
reasonable attorney's fees, costs and necessary disbursements.
32. Additional Costs. CONTRACTOR shall be responsible to reimburse DISTRICT a
sum equal to the expenses of administration and legal services required to be expended by
DISTRICT in processing Notices to Withhold,Stop Notices, or similar legal documents arising out of
' a failure of the CONTRACTOR to pay for labor or materials. Said obligation shall be provided for in
the payment bond required by the CONTRACTOR. The DISTRICT shall further have the right to
offset any such costs and expenses incurred by DISTRICT against any sums owing to
' CONTRACTOR.
33. Insurance. CONTRACTOR agrees to provide insurance in accordance with the
requirements set forth herein. If CONTRACTOR uses existing coverage to comply with these
' requirements and that coverage does not meet the requirements set forth herein, CONTRACTOR
agrees to amend, supplement or endorse the existing coverage to do so. The following coverages
will be provided by CONTRACTOR and maintained on behalf of the DISTRICT and in accordance
with the requirements set forth herein.
Commercial General Liability/Umbrella Insurance. Primary insurance shall be provided on ISO-
CGL form No. CG 00 01 11 85 or 88 or equivalent, as determined by District Counsel. Total limits
' shall be no less than one (1) million dollars per occurrence for all coverages and three (3) million
dollars general aggregate. DISTRICT and its employees and agents shall be added as additional
insured using ISO additional insured endorsement form CG 20 10 with an edition date prior to 1992
' or equivalent,as determined by District Counsel. Coverage shall apply on a primary non-contributing
basis in relation to any other insurance or self-insurance, primary or excess, available to DISTRICT
or any employee or agent of DISTRICT Coverage shall not be limited to the vicarious liability or
supervisory role of any additional insured. Umbrella Liability Insurance(over primary)shall apply to
' bodily injury/property damage, personal injury/advertising injury at a minimum, and shall include a
'drop down' provision providing primary coverage above a maximum $25,000.00 self-insured
retention for liability not covered by primary policies but covered by the umbrella policy Coverage
' shall be on the following form to any underlying coverage. Coverage shall be provided on a"pay on
behalf" basis,with defense costs payable in addition to policy limits. There shall be no cross liability
exclusion. Policies shall have concurrent starting and ending dates. District Counsel shall have the
authority to make determinations on the acceptability of forms of insurance coverage. A
' determination that the form of coverage is not acceptable shall cause the award to go to the next
lowest responsible bidder
Business Auto/Umbrella Liability Insurance. Primary coverage shall be written on ISO Business
Auto Coverage form CA 00 01 06 92 including symbol 1 (Any Auto)or equivalent, as determined by
' District Counsel. Limits shall be no less than one (1) million dollars per accident. Starting and
ending dates shall be concurrent. If CONTRACTOR owns no autos,a non-owned auto endorsement
' to the General Liability policy described above is acceptable.
Workers' Compensation/Employers' Liability shall be written on a policy form providing workers
compensation statutory benefits as required by law Employers' liability limits shall be no less than
' one (1) million dollars per accident or disease. Employers liability coverage shall be scheduled
under any umbrella policy described above. Unless otherwise agreed,this policy shall be endorsed to
waive any right of subrogation as respects the DISTRICT its employees or agents.
' CONTRACTOR and DISTRICT further agree as follows:
1 This Section supersedes all other sections and provisions of this Contract to the extent that
any other section or provision conflicts with or impairs the provisions of this Section.
2. Nothing contained in this Section is to be construed as affecting or altering the legal status of
the parties to this Contract. The insurance requirements set forth in this Section are
' intended to be separate and distinct from any other provision in this Contract and shall be
interpreted as such.
3. All insurance coverage and limits provided pursuant to this Contract shall apply to the full
extent of the policies involved available or applicable. Nothing contained in this Contract or
any other agreement relating to the DISTRICT or its operations limits the application of such
insurance coverage.
' 4. Requirements of specific coverage features or limits contained in this Section are not
intended as a limitation on coverage, limits or other requirements, or a waiver of any
coverage normally provided by any insurance. Specific reference to a given coverage
' feature is for purposes of clarification only and is not intended by any party to be all inclusive,
or to the exclusion of other coverage, or a waiver of any type.
5. For purposes of insurance coverage only this Contract will be deemed to have been
' executed immediately upon any party hereto taking any steps that can be deemed to be in
furtherance of or towards, performance of this Contract.
6. All general or auto liability insurance coverage provided pursuant to this Contract, or any
' other agreements pertaining to the performance of this Contract, shall not prohibit
CONTRACTOR, and CONTRACTOR'S employees, or agents, from waiving the right of
subrogation prior to a loss. CONTRACTOR hereby waives all rights of subrogation against
DISTRICT
7 Unless otherwise approved by DISTRICT CONTRACTOR'S insurance shall be written by
insurers authorized to do business in the State of California and with a minimum 'Best's
' Insurance Guide rating of A.VII' Self-insurance will not be considered to comply with these
insurance specifications.
' 8. In the event any policy of insurance required under this Contract does not comply with these
requirements or is canceled and not replaced, DISTRICT has the right but not the duty to
obtain the insurance it deems necessary and CONTRACTOR will promptly reimburse any
premium paid by DISTRICT
I
9. CONTRACTOR agrees to provide notarized evidence of the insurance required herein,
satisfactory to DISTRICT consisting of certificate(s) of insurance evidencing all of the
coverages required and an additional insured endorsement to CONTRACTOR'S general
liability and umbrella liability policies(if any)using ISO form CG 2010 with an edition prior to
1992 or equivalent, as determined by the District Counsel. Certificate(s) are to reflect that
the insurer will provide 30 days notice of any cancellation of coverage. CONTRACTOR
agrees to require its insurer to modify such certificates of any cancellation of coverage.
CONTRACTOR agrees to require its insurer to modify such certificates to delete any
exculpatory wording stating that failure of the insurer to mail written notice of cancellation
imposes no obligation, and to delete the word "endeavor" with regard to any notice
provisions. CONTRACTOR agrees to provide complete copies of policies to DISTRICT upon
' request.
10. CONTRACTOR shall provide proof that policies of insurance required herein expiring during
the term of this Contract have been renewed or replaced with other policies providing at least
the same coverage. Such proof will be furnished within 72 hours of the expiration of the
coverages.
' 11 Any actual or alleged failure on the part of DISTRICT or any other additional insured under
these requirements to obtain proof of insurance required under this Contract in no way
waives any right or remedy of DISTRICT or any additional insured, in this or any other regard.
' 12. CONTRACTOR agrees to require all subcontractors or other parties hired for this project to
provide general liability insurance naming as additional insured all parties to this Contract.
CONTRACTOR agrees to obtain certificates evidencing such coverage and make reasonable
' efforts to ensure that such coverage is provided as required here. CONTRACTOR agrees to
require that no contract used by any subcontractor or contracts CONTRACTOR enters into
on behalf of DISTRICT will reserve the right to charge back to DISTRICT the cost of
insurance required by this Contract. CONTRACTOR agrees that upon request, all
' agreements with subcontractors or others with whom CONTRACTOR contracts with on
behalf of DISTRICT will be submitted to DISTRICT for review Failure of DISTRICT to
request copies of such agreement will not impose any liability on DISTRICT or its
employees.
13. If CONTRACTOR is a Limited Liability Company general liability coverage must be amended
so that the Limited Liability Company and its managers, affiliates, employees, agents, and
' other persons necessary or incidental to its operation are insured.
14 CONTRACTOR agrees to provide immediate notice to DISTRICT of any claim or loss
' against CONTRACTOR that includes DISTRICT as a defendant. DISTRICT assumes no
obligation or liability by such notice, but has the right(but not the duty) to monitor the
handling of any such claim or claims if they are likely to involve DISTRICT
34. Indemnification. CONTRACTOR and DISTRICT agree that DISTRICT should,to the
fullest extent permitted by law be fully protected from any loss, injury damage,claim, lawsuit, cost,
expense,attorneys fees, litigation costs,defense costs,court costs or any other cost arising out of or
' in anyway related to the performance of this Contract. Accordingly the provisions of this indemnity
provision are intended by the parties to be interpreted and construed to provide the fullest protection
possible under the law to the DISTRICT except for liability attributable to the DISTRICT'S active
negligence. CONTRACTOR acknowledges that DISTRICT would not enter into this Contract in the
' absence of this commitment from CONTRACTOR to indemnify and protect DISTRICT as set forth
here.
To the fullest extent permitted by law and excepting only the active negligence of DISTRICT
1
1
1 established by a court of competent jurisdiction or written agreement between the parties,
CONTRACTOR shall defend, indemnify and hold harmless DISTRICT its employees, agents and
' officials,from any liability claims,suits,actions, arbitration proceedings,administrative proceedings,
regulatory proceedings, losses,expenses or costs of any kind,whether actual,alleged or threatened,
actual attorney fees incurred by DISTRICT court costs, interest, defense costs including expert
witness fees and any other costs or expenses of any kind whatsoever without restriction or limitation
' incurred in relation to, as a consequence of or arising out of or in any way attributable actually
allegedly or impliedly in whole or in part to the performance of this Contract. All obligations under
this provision are to be paid by CONTRACTOR as incurred by DISTRICT
1 Without affecting the rights of DISTRICT under any provision of this Contract or this Section,
CONTRACTOR shall not be required to indemnify and hold harmless DISTRICT as set forth above
for liability attributable to the active negligence of DISTRICT provided such active negligence is
' determined by agreement between the parties or the findings of a court of competent jurisdiction.
This exception will apply only in instances where the DISTRICT is shown to have been actively
negligent and not in instances where CONTRACTOR is solely or partially at fault or in instances
where DISTRICT'S active negligence accounts for only a percentage of the liability involved. In
those instances,the obligation of CONTRACTOR will be for that portion or percentage of liability not
attributable to the active negligence of DISTRICT as determined by written agreement between the
parties or the findings of a court of competent jurisdiction.
1 The obligations of CONTRACTOR under this or any other provision of this Contract will not be limited
by the provisions of any workers compensation act or similar act. CONTRACTOR expressly waives
its statutory immunity under such statutes or laws as to DISTRICT its employees and officials.
1 CONTRACTOR agrees to obtain executed indemnity agreements with provisions identical to those
set forth in this section from each and every subcontractor sub-tier contractor or any other person or
1 entity involved by for with, or on behalf of CONTRACTOR in the performance of the subject matter
of this Contract. In the event CONTRACTOR fails to obtain such indemnity obligations from others
as required here, CONTRACTOR agrees to be fully responsible according to the terms of this
section.
' Failure of DISTRICT to monitor compliance with these requirements imposes no additional
obligations on DISTRICT and will in no way act as a waiver of any rights hereunder This obligation
1 to indemnify and defend DISTRICT as set forth herein is binding on the successors,assigns,or heirs
of CONTRACTOR and shall survive the termination of this Contract or this section.
35. Permits. The CONTRACTOR shall obtain from DISTRICT City County State,
' Federal or other responsible public agencies all licenses and permits, and pay all fees related
thereto, necessary to complete the job.
1 36. Assignment. No assignment by the CONTRACTOR of this Contract or any part
hereof or of funds to be received hereunder will be recognized by the DISTRICT unless such
assignment has had prior written approval and consent of the DISTRICT and the Surety
37 Safety and Site Condition. CONTRACTOR shall perform all operations with due
regard for safety and in strict compliance with all applicable laws relating thereto It shall be
' CONTRACTOR'S responsibility to keep the site in a clean, neat and orderly condition. It shall also
be CONTRACTOR'S duty to dust-palliate all working areas and access routes, if applicable. All
operations shall be conducted by CONTRACTOR so that no fire hazards are created.
1
i
1 38. Utility Location. DISTRICT acknowledges its responsibilities with respect to locating
facilities pursuant to California Government Code Section 4215.
' 39. Trenching. If this Contract involves digging trenches or other excavations that
extend deeper than four feet below the surface, CONTRACTOR shall promptly and before the
following conditions are disturbed, notify the District Engineer in writing, of any
(a) Material that the CONTRACTOR believes may be material that is hazardous waste, as
defined in Section 25117 of the Health and Safety Code,that is required to be removed to a
Class I, Class II, or Class III disposal site in accordance with provisions of existing law
(b) Subsurface or latent physical conditions at the site differing from those indicated.
(c) Unknown physical conditions at the site of any unusual nature, different materially from
those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract.
(d) The District Engineer shall promptly investigate the conditions, and if he finds that the
conditions do materially so differ or do involve hazardous waste, and cause a decrease or
increase in the CONTRACTOR'S cost of or the time required for performance of any part of
' the work, shall issue a change order in accordance with the procedures described in this
Contract.
' (e) In the event that a dispute arises between District Engineer and the CONTRACTOR whether
the conditions materially differ or involve hazardous waste, or cause a decrease or increase
in the CONTRACTOR's cost of or time required for performance of any part of the work,the
CONTRACTOR shall not be excused from any scheduled completion date provided for by the
Contract, but shall proceed with all work to be performed under the Contract. The
CONTRACTOR shall retain any and all rights provided either by contract or by law which
pertain to the resolution of disputes and protests between the contracting parties.
' 40. Notices. The parties hereto agree that all formal notices required by this Contract
may be provided to the following persons at the following addresses by sending the same by certified
or registered mail as follows:
' DISTRICT District Engineer
Costa Mesa Sanitary District
' 628 W 19th Street
Costa Mesa, California 92627-2716
CONTRACTOR:
41 Effect of Invalidity The invalidity in whole or in part of any provisions hereof shall
not affect the validity of any other provision.
42. Gratuities. CONTRACTOR warrants that neither it nor any of its employees,agents
or representatives has offered or given any gratuities to DISTRICT'S employees, agents or
' representatives with a view toward securing this Contract or securing favorable treatment with
respect thereto.
43. Conflict of Interest. CONTRACTOR warrants that he has no blood or marriage
1
' relationship, and that he is not in any way associated with any architect, engineer or other preparer
of the plans and specifications for this project.
44. Copeland Anti-Kickback' Act. If applicable to this Contract,CONTRACTOR and its
subcontractors shall comply with the provisions of the Copeland Anti-Kickback' Act(18 USC Section
874),as supplemented in Department of Labor regulations,which Act provides that each Contractor
shall be prohibited from requiring, by any means, any person employed in the construction,
completion or repair of any public work, to give up any part of the compensation to which he is
otherwise entitled.
' 45. Final Closeout Agreement and Release of All Claims. Prior to filing the Notice of
Completion the CONTRACTOR and DISTRICT shall execute and record a Final Closeout Agreement
and Release of All Claims.
46. Guarantees. CONTRACTOR shall and hereby does guarantee all work fora period of
one (1)year after the date of filing of the Notice of Completion and shall repair and replace any and
all such work, together with any other work which may be displaced in so doing that may prove
defective in workmanship and/or materials within the one(1)year period from date of the filing of the
Notice of Completion, without expense whatsoever to the DISTRICT ordinary wear and tear and
usual abuse or neglect excepted. In the event of failure to comply with the aforementioned conditions
within five (5) days after being notified in writing, the DISTRICT is hereby authorized to proceed to
have the defects repaired and made good at the expense of the CONTRACTOR,who shall pay the
cost and charges therefor immediately on demand.
' 47 Job Progress. CONTRACTOR agrees to maintain a critical path analysis throughout
the project. CONTRACTOR agrees to meet with the District Engineer on a weekly or other periodic
basis, or as requested by the District Engineer to review job progress. CONTRACTOR agrees to
provide District Engineer with critical path analysis documentation whenever job progress is
impacted so that the completion date may be affected or whenever delays or other impacts may give
rise to CONTRACTOR'S claim for additional days or additional damages.Delay and other claims of
' damages based on CONTRACTOR'S planned early completion are prohibited.
48. Resolution of Claims. For all claims that are less than Three Hundred and Seventy
Five Thousand Dollars($375,000.00),the provisions of Public Contracts Code Section 20104 et seq.
' (Article 1.5—Resolution of Construction Claims) shall be followed.
49. Notice to Contractor of Claims. DISTRICT shall provide notice to CONTRACTOR
upon receipt of any third-party claim related to the Contract.
' IN WITNESS WHEREOF the parties hereto have entered into this agreement the date and year first
above written.
ATTEST COSTA MESA SANITARY DISTRICT
' Joan Revak Robert Ooten
Clerk of the District President of the Board of Directors
1
' APPROVED AS TO FORM:
CONTRACTOR
Name:
Colin R. Burns
Associate District Counsel Address:
' APPROVED AS TO CONTENT By
' Robin B. Hamers
District Engineer
STATE OF CALIFORNIA)
ss. (INDIVIDUAL)/(CORPORATION)
' COUNTY OF
On , 2011 before me, the undersigned, a Notary Public in and for said
' state, personally appeared who proved to me on the
basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
' capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity on
behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
' paragraph is true and correct.
WITNESS my hand and official seal.
(Notary Public)
PAYMENT BOND
PAGE 1
' Bond No.
COSTA MESA SANITARY DISTRICT
PAYMENT BOND
(LABOR AND MATERIAL BOND)
KNOW ALL MEN BY THESE PRESENTS.
' THAT WHEREAS, the COSTA MESA SANITARY DISTRICT a municipal corporation and
sanitary district, by minute order of the Board of Directors,adopted on has
awarded to
CONTRACTOR
(NAME AND ADDRESS OF CONTRACTOR)
' hereinafter designated as the 'Principal' Contract No. CMSD PROJECT NO. 129 for the work
described as follows: BRISTOL STREET SEWER REPLACEMENT PHASE II. Said Contract
and all of its obligations, covenants,terms and conditions are fully incorporated herein by reference.
WHEREAS,said Principal is required by the provisions of said Contract and of the Civil Code
to furnish a bond in connection with said Contract, as hereinafter set forth.
' NOW THEREFORE, WE, the undersigned CONTRACTOR, as Principal and
(Name and Address of Surety)
Duly authorized to transact business under the laws of the State of California, as Surety are held
' and firmly bound unto the Costa Mesa Sanitary District, in the penal sum of:XXX and 00/100 Dollars
($XXX,XXX.00), said sum being not less than one hundred (100%) percent of the estimated amount
payable under the terms of the Contract for which payment well and truly be made, we bind
ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally
firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that, if said Principal or his
' subcontractors, or the heirs, executors, administrators, successors or assigns thereof shall fail to
pay any of the persons named in Section 3181 of the Civil Code of the State of California for any
materials, provisions, provender or other supplies used in, upon,for or about the performance of the
' work contracted to be done,or for any work or labor performed by any such claimant or any amounts
required to be deducted, withheld, and paid over to the Franchise Tax Board from the wages of
employees of the CONTRACTOR and his subcontractors pursuant to Section 18806 of the Revenue
and Taxation Code,with respect to such work and labor then said Surety will pay for the same,in an
' amount not exceeding the sum set forth hereinabove, and in addition, in case suit is brought upon
the bond, will pay a reasonable attorney's fee to be fixed by the court. This bond shall inure to the
benefit of any and all persons named in the aforesaid Civil Code Section 3181 so as to give a right of
action to them or their assigns in any suit brought upon the bond.
I
' PAYMENT BOND
PAGE 2
Bond No.
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 hereby waives notice
of any and all such changes, extensions of time, and alterations or modifications of the Contract
Documents and/or of the work to be performed thereunder
' IN WITNESS WHEREOF we have hereunto set our hands and seals this
day of , 2011
Contractor Name
' Street Address
City,State,Zip Code
' PRINCIPAL
By
Company Representative
In accordance with the Contract for BRISTOL STREET SEWER REPLACEMENT PHASE II,
all bonds shall be issued by an admitted surety insurer and the DISTRICT reserves the right to object
to any such surety in accordance with Code of Civil Procedure Section 995.660.
By signing below Surety certifies that the bonds are issued by an admitted surety
1 Name
' Street Address
City State,Zip Code
' SURETY
By
Company Representative
' APPROVED AS TO FORM:
Colin R. Burns, Associate District Counsel
Costa Mesa Sanitary District
' By/s/
' FAITHFUL PERFORMANCE BOND
PAGE 1
' Bond No.
COSTA MESA SANITARY DISTRICT
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS.
' THAT WHEREAS, the COSTA MESA SANITARY DISTRICT a municipal corporation and
sanitary district, by minute order of the Board of Directors,adopted on has
' awarded to
CONTRACTOR
(NAME AND ADDRESS OF CONTRACTOR)
' hereinafter designated as the 'Principal' Contract No. CMSD#129 for the work described as
follows: BRISTOL STREET SEWER REPLACEMENT PHASE II.
Said Contract and all of its obligations, covenants, terms and conditions are fully incorporated
herein by reference.
WHEREAS, the said Principal is required under the terms of said Contract to furnish a bond
' for the faithful performance of said Contract, including a one year guarantee of the work performed.
NOW THEREFORE, WE, the undersigned CONTRACTOR, as Principal and
(NAME AND ADDRESS OF SURETY)
Duly authorized to transact business under the laws of the State of California, as Surety are held
and firmly bound unto the Costa Mesa Sanitary District, in the penal sum of:XXX and 00/100 Dollars
($XXX,XXX.00), said sum being not less than one hundred (100%)percent of the Contract price for
' the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, and successors,jointly and severally firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that, if the above burdened Principal,his
' or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide
by and well and truly keep and perform all the undertakings, terms, covenants, conditions and
agreements in the said Contract and any alteration thereof made as therein provided, on his or their
' part, to be kept and performed, at the time and in the manner therein specified, and in all respects
according to their true intent and meaning, and shall indemnify and save harmless the Costa Mesa
Sanitary District, its offices and agents, as therein stipulated,then this obligation shall become null
and void, otherwise it shall be and remain in full force and virtue. This obligation covers a one year
guarantee on work performed after said work has been completed. The one year period shall
commence on the date the Notice of Completion has been recorded.
' In case suit is brought upon this bond, Surety further agrees to pay all court costs and
reasonable attorneys' fees as fixed by the court.
FAITHFUL PERFORMANCE BOND
PAGE 2
' Bond No.
And the said Surety for value received, hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the Contract Documents or to the work to be
' performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive
notice of any such change, extension of time, alteration or addition to the terms of the Contract
Documents or to the work.
' IN WITNESS WHEREOF we have hereunto set our hands and seals this
day of , 2011
Contractor Name
' Street Address
City,State,Zip Code
' PRINCIPAL
By
Company Representative
In accordance with the Contract for BRISTOL STREET SEWER REPLACEMENT PHASE II,
all bonds shall be issued by an admitted surety insurer and the District reserves the right to object to
any such surety in accordance with Code of Civil Procedure Section 995.660.
By signing below Surety certifies that the bonds are issued by an admitted surety
Name
' Street Address
City State,Zip Code
SURETY
By
' Company Representative
APPROVED AS TO FORM:
' Colin R. Burns, Associate District Counsel
Costa Mesa Sanitary District
' By/s!
I
REQUEST FOR CHANGE ORDER RCO No.
(Payment or Time)
NOTICE. Conditions arising that would support a request for payment for additional work or time extension must be
brought to the District's attention within ten(10)days,and a Request for Change Order for additional work/time extensions
' must be filed within fifteen(15)days. THIS FORM MUST BE USED. (See Contract Section 5.)
Circumstances supporting payment for additional work/time:
1. Describe why payment should be granted. Attach any more detailed discussion,with backup documents as an
exhibit. (Remember:damages have been contractually limited on this job. See Section 28 of the Contract.)
' 2. Describe the delay and why a time extension is appropriate. Provide any backup documents as may be necessary to
support the request. You must demonstrate how the critical path was impacted.
' Submitted by
Construction Manager's Approval: Engineer's Approval:
By By:
NOTE. Approval of this request for change order is only effective upon District approval of the change order.
Change Order approved/denied by
ON
9°
'yc�RPORATV a
ADDENDUM NO. 1
Contract Documents and Construction Plans
BRISTOL STREET SEWER REPLACEMENT PHASE II
CIP PROJECT NO. 129
Today's Date: September 07 2011
Bid Opening Date: October 25 2011
This Addendum is hereby made a part of the contract documents and construction drawings. Receipt of
the Addendum shall be noted on the Bid Form. The following changes, additions, clarifications or
modifications shall be made to the contract documents and construction drawings; all other conditions
remain the same.
Contractor's Bid Price shall include night work if required by the City of Newport
Beach or Costa Mesa Sanitary District.
If there are any questions, please call (949) 631 1731 office or(949)468-9840 cell. Thank you.
COSTA MESA SANITARY DISTRICT
Robin B. Flamers, PE
District Engineer