HomeMy WebLinkAboutAgenda Report - July 15, 1992 (52)CITY OF LODI
COUNCIL. COMMUNICATION
AGENDA TITLE:- Plans and Specifications and Advertisement for Bids for Well 11R
Enclosure, 824 East Turner Road
MEETING DATE: July 15, 1992
PREPARED BY: Public Works Director
RECOMMENDED ACTION: That the City Council approve the plans and specifications for
the above project and authorize advertising for bids.
BACKGROUND 11*1FORMA1I0N: This project consists of furnishing and installing an
8 -foot high masonry block wall site enclosure, doors,
gates, chain link fencing, concrete curb, gutter and
sidewalk, driveway, site light and site grading for the new
municipal water well located at 824 East Turner Road.
FUNDINCr. Originally Budgeted:
Budgeted Fund:
Current Appropriation:
Total Project Estimate
Bid Opening Date:
1990/1991
Water Capital Outlay
$126,000
$ 93,000
A+Igust 5, 1992
J� ck Ronsko
Pudic Works Director
Prepared by Mark J. Lindseth, Associate Civil Engineer
JLR/MJL/lm
cc: Purchasing Officer
APPROVED.
THOMAS A. PETERSON
City Manager
CC
CWELL11R.6/7TW.02M (CO.00M) 4j1v i, 1997
CITY OF LODI
PUBLIC WORKS DEPARTMENT
PLANS AND SPECIFICATIONS
FOR
N ELL #11-R ENCLOSURE
824 E. Turner Road
Lodi, Ca
July 1992
SET NO.
WELL #11-R ENCLOSURE TABLE OF CONTENTS
City of Lodi, California FOR SPECIFICATIONS
Page 1
SECTION 1 NOTICE INVITING BIDS 1.1
SECTION 2 INFORMATION TO BIDDERS 2.1
SECTION 3 BID PROPOSAL 3.1
SECTION4 CONTRACT 4.1
SECTION 5 GENERAL, PROVISIONS:
Scope of Work 5.1
Control cf Work 5.1
Control of Materials 5.3
Legal Relations and Responsibilities 5.3
Prosecution and Progress 5.6
Measurement, Acceptance and Payment 5.7
Standard Specifications 5.8
SPECIFICATIONS
DIVISION ONE - GENERAL REQUIREMENTS
01100 Additional Items cC Work
01710 Cleaning
DIVISION TWO - SITE WORK
02010
Subsurface Conditions
02100
Demolition, Clearing and Grubbing
02210
Excavating, Trenching, Filling and Grading
02700
Chain Link Fencing
DIVISION THREE - COT. CRETE
03100 Concrete
DIVISION FOUR - MASONRY
04200 Concrete Unit Masonry
WELL # 11-R ENCLOSURE
City of Lodi, California
DIVISION FIVE - METALS
05100 Structural Steel
05500 Miscellaneous Metal
DIVISIONS SIX - CARPENTRY
06010 Lumber
TABLE OF CONTENTS
FOR SPECIFICATIONS
Page 2
DIVISION SEVEN - THERMAL & MOISTURE PROTECTION
No Work Under This Division
DIVISION EIGHT - DOORS AND WINDOWS
08100 Metal Doors and Frames
08700 Finish Hardware
DIVISION NINE - FINISHES
09900 Painting
DIVISION TEN - FIFTEEN
No Work Under These Divisions
DIVISION SIXTEEN - ELECTRICAL
16400 Electrical
WELL # I I -R ENCLOSURE SECTION 1
City of Lodi, California NOTICE INVITING BIDS
CITY OF LODI, CALIFORNIA
The Purchasing Officer will receive sealed bids in his office. City Hall. 221 West Pine Street.
Lodi, California 95240 (P. O. Box 3006, Lodi, CA 95241-1910) until 11:00 am, Wednesday,
August 5. 1992. At that time, in the Public Works Conference Room. First Floor, City Hall,
221 West Pine Street. Lodi, California. bids will be publicly opened and read. Bidders or
their authorized representative are invited to be present.
The work consists of furnishing & installing concrete footings, curb. gutter & sidewalk.
concrete masonry unit walls, steel door & gates and other incidental and related work all as
shown on the plans and specifications for "Well #I I -R Enclosure", 524 E. Turner Road.
Lodi. California.
The Contractor agrees to commence work within 15 calendar days after both parties have
signed the contract and to complete the work within 60 working days. Upon signing the
contract, Contractor agrees that length of time of the contract is reasonable.
In accordance with the provisions of Section 1770 of the Labor Code. the Director of
Department of Industrial Relations of the State of California has determined the general
prevailing rates of wages and employer payments for health and welfare, pension, vacation.
travel time, and subsistence pay as provided for in Section 1773.5. apprenticeship or other
training programs authorized by Section 3093 and similar purposes applicable to the work
to be done. Said wages are available through the Public Works Department, City of Lodi.
City Hall, Lodi, California, 95240. The Contractor and any subcontractor shall pay each
employee engaged in the trade or occupation not less than the hourly wage rate. As the
wane determination for each craft reflects an expiration date, it shall be the responsibility
of the prime contractor and each subcontractor to insure that the prevailing wage rates of
concern are current and paid to the employee.
The Contractor shall make travel and subsistence payments to each worker needed to
execute the work as such travel and subsistence payments are defined in the applicable
collective bargaining agreements in accordance with Section 1773.8 of the Labor Code.
If a craft or classification used on the project is not shown on the wage determination, the
Contractor may be required to pay the wage rate of tnat craft or classification most closely
related to it as shown in the general determinations.
WELL #11-R ENCLOSURE
Citv of Lodi, California
SECTION l
NOTICE INVITING BIDS
The City of Lodi hereby notifies all Bidders that it will affirmatively insure that in any
contract entered into pursuant to this advertisement. minority business enterprises will be
afforded full opportunity to submit bids in response to this invitation and will not be
discriminated against on the grounds of race, color, sec or national origin in consideration
for an award.
For any monies earned by the Contractor and withheld by the City of Lodi to ensure the
performance of the contract. the Contractor may. at Contractor's request and expense.
substitute securities equivalent to the amount withheld in the form and manner and subject
to the conditions provided in Section 22300 of the Public Contract Code of the State of
California.
The Contractor shall submit certified copies of payroll records.
The contract documents are available at the office of the City Engineer. Public Works
Department, CITY HALL 221 W Pine Street. P O Box 3006, Lodi. California 95240-1910;
(209) 333-6706.
No bid will be considered unless it is submitted on a proposal form furnished by the City of
Lodi.
The prime contractor on this project shall possess a valid State of California Class A
contractor's license.
The City Council reserves the right to reject any or all bids and to waive any informality in
the completion of such forms, and to award to the lowest responsible bidder.
By Order of the City Council
ALICE M. REIMCHE
City Clerk
WELL #I l -R ENCLOSURE SECTION 2
City cf Lodi, California INFORMATION TO BIDDERS
2.111(1. BID OPENING
The Purchasing Officer will receive sealed bids in his office, City Hall, 221 West Pine Street.
Lodi, California 95240 (P O Box 3006, Lodi, CA 95241-1910) until the time for opening
bids as noted in "Notice Inviting Bids". At that time, in the Public Works Conference Room.
First Floor, City Hall, 221 West Pine Street, Lodi, California. bids will be publicly opened
and read. Bidders or their authorized representative are invited to be present.
The proposal shall be submitted as directed in the "Notice Inviting Bids" under sealed cover.
plainly marked as a proposal and identifying the project to which the proposal relates and
the date of the bid opening therefor. Proposals which are not properly niarked may be
disregarded. Only proposals actually received by the City by the time set for the bid opening
will be accepted.
2200.EXAMINATION OF CONTRACT DOCUMENTS AND SITE WORK
The bidder is required to examine carefully the site, Information to Bidders, Bid Proposal,
Contract, General Provisions, specifications and the plans for the work contemplated, and
it will be assumed that the Bidder has investigated and is satisfied 2s to the conditions to be
encountered, as to the character, quality and quantities of work to be performed and
materials to be furnished and as to the requirements of tire General Provisions and the
Contract. It is mutually agreed that submission of a bid proposal shall be considered prima
facie evidence that the bidder has made such examination.
If omissions. discrepancies or apparent errors are found in the plans and specifications prior
to the dare cf bid opening, the bidder shall submit a written request for a clarification. which
will be given in the form of an addenda to all bidders if time permits.
2.300 REGISTRATION OF CONTRACTORS
Before submitting bids, contractors shall be licensed in California in accordance with the
provisions of Chapter 9 cf Division III of the Business and Professions Code.
2AOQ BIDDING DOCUMENTS
A. Provosal Form - All proposals must be made on the forms provided with this set of
specifications. Bids not presented in this form shall be disregarded. All proposals
must be signed by the Bidder. If the bidder is a corporation. the corporation's seal
must be used.
2.1
WELL #11-R ENCLOSURE
City of Lodi, California
SECTION 2
INFORMATION TO BIDDERS
Each proposal shall include all addenda or clarifications issued during the bidding
period acknowledged by the bidder's signature thereon. Failure to so include or
acknowledge an addendum or clarification will result in the proposal being rejected
as not responsive.
B. List of Pronosed Subcontractors - Any subcontractor doing work in excess of 1/2 of
1 percent of the total contract price shall be designated on the form provided in
accordance with Sections 4100 et seq. of the Government Code.
C. Bidder's Guarantee - All bids, shall be presented under sealed cover and shall be
accompanied by cash. cashier's check. certified check. or bidder's bond made payable
to the City of Lodi for an amount equal to at least 10% of the amount of said bid
and no bid shall be considered unless such cash, cashier's check. certified check. or
bidder's bond is enclosed.
All bidder's guarantees wiil be returned to the respective bidders after the contract
has been awarded except for those bid guarantees o f bidders who may be given
further consideration if the low bidder does not elect to execute the contract. After
the award, if the contractor awarded the bid does not execute the contract, the
bidder's guarantee will be forfeited. All bidder guarantees of unsuccessful bidders
will be returned upon receiving the executed contract.
2.5M REJECTION OF PROPOSALS CONTAINING ALTERATIONS. ERASURES OR
IRREGULARITIES
Proposals may be rejected if they show any alterations of form. additions not called for.
conditional or alternative bids. incomplete bids, erasures or irregularities of any kind.
The right is reserved to reject any and all proposals.
2.2
WELL #11-R ENCLOSURE
City of Lodi, California
SECTION 2
INFORMATION TO BIDDERS
2.600 PREVAILING WAGE RATES/LABOR CODE REQUIREMENTS
:1. P-evailinz Waee Rates
Bidders are notified that the contractor to whom the contract is awarded. and any
subcontractor under them. must pay the general prevailing wage rates as ascertained
from time to time by resolution of the City Council. In accordance with the
provisions of Section 1773 of the Labor Code, the Director of tt ! Department of
Industrial Relations of the State of California has determined the general prevailing
rates of wages and employer payments for health and welfare. pension. vacation.
travel time, and subsistence pay as provided for in Section 1773.8. apprenticeship or
other training programs authorized by Section 3039, and similar purposes applicable
to the work to be done. Said rates are available through the Public Works
Department, City Hall, 221 W Pine Street, P O Box 3006, Lodi, Ca 95240-1910 (209)
333-6706.
The Contractor performing the work shall be responsible for obtaining a copy of the
State wage rate determination. The contractor shall be responsible for posting said
wage rate at a prominent location at the work site and shall maintain same in a good.
readable condition for the duration of the work.
Should the contractor choose to work on a Saturday, Sunday or on a holiday
recognized by the Labor Unions, the contractor shall reimburse the City of Lodi the
actual cost of engineering, inspection, superintendence, and/or other overhead
expenses which are directly chargeable to the contract. Should such work be
undertaken at the request of the City, reimbursement will not be required.
The prime contractor to whom the contract is awarded shall insure that they and
each subcontractorwill, in accordance with Section 1776 of the Labor Code, maintain
certified payroll records. It shall be the prime's responsibility to obtain copies of the
current prevailing wage rate determination for ail subcontractors. The contractor
shall submit copies of all weekly payrolls to the Engineer.
C. Apprenticeship Standards
The prime contractor shall comply with the provisions established in Section 1777.5
of the Labor Code concerning the 1) certified approval by local joint apprenticeship
2.3
WELL # 11-R ENCLOSURE
City of Lodi, California
SECTION 2
INFORMATION TO BIDDERS
committees for the employment and training of apprentices. and 2) contribution of
funds to administrate and conduct apprenticeship programs.
D. Labor Code Section 1776
1) Each contractor and subcontractor shall keep an accurate payroll record.
showing the name, address, social security number, work classification, straight
time and overtime hours worked each day and week, and the actual per diem
wages paid to each journeyman, apprentice. worker, or other employer
employed by him or her in connection with the public work.
2) The payroll records enumerated under subdivision (1) shall be certified and
shall be available for inspection at all reasonable hours at the principal office
of the contractor on the following basis:
a) A certified copy of an employee's pavroll record shali be made
available for inspection or furnished to the employee or his or her
authorized representative on request.
b) A certified copy of all payroll records enumerated in subdivision (1)
shall be made available for inspection or furnished upon request to the
City, the Division of Labor Standards E n f o rc e m e n t, a n d the Division of
Apprenticeship Standards of the Department of Industrial relations.
c) A certified copy of all payroll records enumerated in subdivision (1)
shall be made available upon request by the public for inspection or
copies thereof made; provided, however, that a request by the public
shall be made through either the City, the Division of Apprenticeship
Standards, or the Division of Labor Standards Enforcement. If the
requested payroll records have not been provided pursuant to
paragraph (1), the requesting party shall, prior to being provided the
records, reimburse the costs of preparation by the contractor,
subcontractors, and the entity through which the request was made.
The public shall no; be given access to the records at the principal
office of the contractor.
3) Each contractor shall file a certified copy of the records enumerated in
subdivision (1) with the entity that requested the records within 10days after
receipt of a written request.
2.4
WELL # 11-R ENCLOSURE
City of Lodi, California
SECTION 2
INFORMATION TO BIDDERS
4) Any copy of records made available for inspection as copies and furnished
upon request to the public or any public agency by the City, the Division of
Apprenticeship Standards, or the Division of Labor Standards Enforcement
shall be marked or obliterated in such a manner as to prevent disclosure of
an individual's name, address, and social security number. The name and
address cf the contractor awarded the contract or performing the contract
shall not be marked or obliterated.
5) The contractor shall inform the City ofthe location of the records en'umerated
under subdivision (1), including the street address. city and county, and shall.
within five (5) working days, provide a notice of a change of location and
address.
6) In the event of noncompliance with the requirements of this section, the
Contractor shall have ten (10) days in which to comply subsequent to receipt
of written notice specifying in what respects the contractor must comply with
this section. Should noncompliance still be evident after the 10 -day period,
the contractor shall, as a penalty to the State or political subdivision on whose
behalf the contract is made or awarded, forfeit twenty-five ($25) for each
calendar day, or portion thereof, for each worker, until strict compliance is
effectuated. Upon the request of the Division of Apprenticeship Standards
or the Division of Labor Standards Enforcement. these penalties shall be
withheld from progress payments then due.
? 7W AWARD OF CONTRACT
The award of the contract, if it be awarded. will be to the lowest responsible bidder whose
bid proposal complies with all the requirements described.
In case of tie bids, the tie will be broken by a coin toss, conducted by the City Purchasing
Officer. Tie bidders will be notified and may be present.
"Lowest responsible bidder" refers to not only the attribute of trustworthiness, but also to
the quality, fitness,and capacity of the low monetary bidder to satisfactorily perform the
proposed work. If the Council determines to award a contract to other than the lowest
monetary bidder, the City shall:
1) Notify the lowest monetary bidder;
2.5
WELL #11-R ENCLOSURE SECTION 2
City cf Lodi, California INFORMATION TO BIDDERS
2) Give the lowest monetary bidder an opportunity to know the reason why he/she is not
considered the lowest responsible bidder:
3) Give the lowest monetary bidder an opportunity to ask for a pre -award hearing
before the City Council.
Where alternate bids are received, the City Council reserves the right to select the bid frost
advantageous to the City. The award, if made. will be made within forty-five (45) days after
the opening of the bids. All bids will be compared on the basis of the Engineer's Estimate
of quantities of work to be done.
2.80Q EXECUTION OF CONTRACT'
The contract shall be signed by the successful Bidder and returned, together with the
contract bonds, within ten (10) working days, after the Bidder has received notice that the
contract has been awarded. No proposal shall be considered binding upon the City until the
execution of the contract.
Failure to execute a contract and file acceptable bonds as provided herein within ten (10)
working days, after the Bidder has received notice that the contract has been awarded shall
be just cause for the annulment of the award and the forfeiture cC the proposal deposit.
The City may elect to adjust the start of working days as described in Section 6-04.03 to
account for delays in executing the contract.
The successful bidder acknowledges, upon signing the contract, that the time of completion
for the contract is reasonable.
2.W CONTRACT BONDS
The Contractor shall furnish two good and sufficient bonds:
1. A faithful performance bond in the amount of one hundred percent (100%) of the
contract price; and
2. A labor and materials bond in the amount of fifty percent (50%) cf the contract
price.
These bonds will be required at the time the signed contract is returned to the City.
2.6
WELL #11-R ENCLOSURE
City of Lodi, California
2.1000
SECTION 2
INFORMATION TO BIDDERS
NOTIFICATION OF SURETY COMPANIES
The surety companies shall familiarize themselves with all the provisions and conditions of
the contract. It is understood and agreed that they waive the right of special notification of
any modifications or alterations, omissions or reductions, extra or additional work, extensions
of time or any other act or acts by the City of Lodi or its authorized agents under the terms
of the contract; and failure to so notify the surety companies cf such changes shall in no way
relieve the surety or sureties of their obligations under this contract.
2.1100 INSURANCE CERTIFICATE
The Contractor shall furnish a certificate of insurance to the City of Lodi in accordance with
Section 5.413, "Public Liability and Property Damage Insurance", and Section 5.414.
"Compensation insurance", of the General Provisions at the time the signed contract is
returned to the City.
2.1200 WORKERS COMPENSATION INSURANCE
The Contractor shall carry full Worker's Compensation Insurance coverage for all persons
employed in carrying out the work, including subcontractor's employees, under this contract
in accordance with the "Worker's Compensation and Insurance Act", Division IV of the
Labor Code of the State of California and any acts amendatory thereof.
21304 DRUG-FREE WORKPLACE POLICY
The City of Lodi has adopted a drug-free workplace policy. This policy is attached as
Exhibit "A" and made a part of the Information to Bidders. As a pre -condition to receiving
a contract which use Federal funds, the Contractor must certify that he/she will provide a
drug-free workplace and comply with the City's drug-free workplace policy.
2.7
EXHIBIT A
CITY OF LODI ADMINISTRATIVE POLICY MANUAL Ciit OF LODI
8UF3,7ECT : DRUG-FREE WORKPLACE
DATE ISSUED: November 20, :391
SECTION: D
REFERENCE: Drug Free Workplace Act of 1988;
Americans With Disabilities Act of
1990; The Rehabilitation Act of
1973.
SECTICN 1: PURPOSE
The City of Lodi has a strong conn i tme n t
tc providing a drug-free workplace. To this effect, the purpose of
this policy is to eliminate and prevent substance abuse and its effects
in the workplace. It is the intent of the City of Lodi to provide a
safe, healthy work environment and to encourage employees to work
together toward this end.
SECTION 2:
POLXCY STATEXENT
The unlawful manufacture, distribution,
dispensing, possession, use, or being under the influence of alchohol
and/or controlled substances durincj work hours, in the workplace
whether on or off City property, or while operating City vehicles and
equipment is prohibited.
Drug and alcohol cc-'umpt.,on on and/or off
the job can adversely affect job performanc,- and employee/public
safety. The City respects the privacy of its employees and contractors
unless involvement with drugs and alcohol off the job adversely affects
job performance and employee/public safety.
SECTION 3: COMPLIANCE OF FEDERAL CONTRACTORS AND
GRANTEES
7ederal Contractors and grantees must
certify that they will provide drug-free workplaces as a pre -condition
to receiving a contract or grant from any Federal agency. Failure to
comply with the requirements of the Drug -Free Workplace Act may result
in the following sanctions:
[3
CITY OF LODI ADMINISTRATIVE POLICY MANUAL CITY OF LODI
DRUG-FREE WORKPLACE----_---Paoe-2-of-3
,. suspension of payments under the
grant;
8, termination of the grant; or
C. debarment from any grant award from
any Federal agency for a period up tc five (5) years.
Such penalties nay be applied to
contractors/grantees who have made false certifications of compliance
with the Rct.
SECTION 4: COMPLIANCE OF EMPLOYEES
All employees shall agree to abide by
this condition of employment and shall notify the City of any criminal
drug statute conviction for a violation occurring in the workplace no
later than five (5) days after such conviction.
In those instances where City employees,
who are employed under Federal contract or grant, are convicted of
criminal drug statutes violations occurring in the workplace, the City
shall notify the grantor agency within ten (10) days after receiving
notice from such employees or otherwise receiving actual notice of such
convictions.
SECTION 5: ENFORCEMENT
The City shall take appropriate
disciplinary action, up to and including termination, and/or require an
employee to participate satisfactorily in a drug -abuse assistance or
rehabilitation program approved for such purposes by a Federal, State
or local health, law wnforcement or other appropriate agency within
thirty days of receiving notice that a City employee was convicted of a
criminal. drug statute violation which occurred in the workplace.
Coordination of the rehabilitation aspects shall be handled through the
Personnel Department.
SECTION 6•
The City of Lod i is coma t tod to
providing reasonable accommodation to those employees with a drug or
alcohol problem in accordance with the provisions of federal and/or
state law.
CITY OF LODI ADMINISTRATIVE POLICY MANUAL CI:,' OF LODI
DRUG-FREE WORKPLACE Page 3 of& 3
-r
The City of Lodi's-roiuntary Eriployee
Assistance Program is available to assist employees who seek help for
alcohol or drug problems. Employees are encouraged to contact the
Employee Assistance Program directly for additional information.
SECTION 7: PRESCRIPTION MEDICATION
a
An employee taking prescribed drugs which
may interfere with safe work performance is required to provide written
documentation from the prescribing physician indicating the Level of
interference with job performance. The employee's immediate supemisor
or department head shall determine on a case-by-case basis the
employee's ability to perform employment responsibilities. Failure to
• notify a supervisor may result in disciplinary action in accorcance
with City policy and procedure, An employee may be required to provide
a statement from a licensed physician, icdicating when the employee is
able to work safely, or any limitations she/he may have while taking
the prescribed medication.
D-6/TXTA.04P/POLCY.DIR
WELL # 11-R ENCLOSURE
City of Lodi, California
April 29, 1992
TO: THE LO D I CITY COUNCIL
Lodi City Hall
221 West Pine Street
P. O. Box 3006
Lodi, Ca 95241-1910
SECTION 3
BID PROPOSAL
The undersigned declares that the site has been carefully examined, Information to Bidders,
Contract, General Provisions, the Plans and Specifications for the construction of various
items required for the above-named project and submits this schedule of prices for the items
cf the bid.
If awarded the Contract, the undersigned agrees to furnish all labor, materials and
equipment necessary to complete said work for this project. excepting those items supplied
by the City of Lodi, in strict accordance with the Plans and Specifications, Information to
Bidders, General Provisions, and Contract form adopted for the same and the requirements
under them cf the Engineer, and will take in full payment therefor the following unit and
total prices, to -wit:
Perform the work consisting of concrete footings, paving, concrete masonry unit walls, steel
door fabrication and other incidental and related work all as shown on the plans and
specifications for "Well # II -R Enclosure" at 824 E. Turner Road, Lod;, California.
3.1
WELL #I I -R ENCLOSURE
City of Lodi, California
BID PROPOSAL
SECTION 3
EM PROPOSAL
BID ITEMS
Item
16
Est'd
No.
Description
Unit
Qty
Unit Price
Total Price
1
Site Work -Demolition; Rough & Finish
Grading of Site, Misc. Conduits
Is
2
Concrete Masonry Unit Walls/
Concrete Footings, Compaction
Is
3
Exposed Aggregate Concrete Driveway
with Compaction
sf
4
Concrete Curb, Gutter and Sidewalk
with Compaction
if
5
6' Chain Link Fencing, Concrete
Footings and Mow Strip, etc.
If
6
8' Chain Link Fencing and Mow Strips
if
7
Electrical Work
Is
TOTAL BASE BID
ADDITIONAL ITEM #I TOTAL
2 Furnish and Install 5' Wide Exposed
Aggregate Walkway rs
ADDITIONAL ITEM #2 TOTAL
1 Furnish and Install Concrete Masonry
IUnit Landscape Wall, Landscape
Retaining Wall & Footing
16
ADDITIONAL ITEM #I TOTAL
2 Furnish and Install 5' Wide Exposed
Aggregate Walkway rs
ADDITIONAL ITEM #2 TOTAL
w
WELL #I I -R ENCLOSURE SECTION 3
City of Lodi, California BID PROPOSAL
The undersigned agrees that if this Bid Proposal is accepted. at the time of signing of the
contract, two good and sufficient bonds will be furnished: one in the amount of 100 percent
of the contract price for faithful performance of all the terms and covenants and conditions
of the contract; the other in the amount of 50 percent of the contract price to guarantee the
payment for labor and materials used in performing the work embraced under this contract.
All bidder's guarantees will be returned to the respective bidders after the contract has been
awarded, except for those bid guarantees of bidders who may be given further consideration
if the low bidder does not elect to execute the contract. After the award, if the Contractor
awarded the bid does not execute the contract, the bidder's guarantee will be forfeited. All
bidder guarantees of unsuccessful bidders will be returned upon receiving the executed
contract. Accompanying this Bid Proposal is
(insert the words, "Cash, "Certified Check", "Cashier's Check", or "Bidder's Bond", as the
case may be) payable to the City of Lodi in the amount equal to at least 101/6 of the total
bid, which is to be deposited with the City of Lodi as required.
The undersigned further agrees that in case of default in executing the required contract.
together with the necessary bonds, within 10 working days after receiving the contract for
signature, the proceeds cf the deposit accompanying the bid shall be come the property of
the City of Lodi, California, and this Bid Proposal and the acceptance thereof may be
considered null and void. However, if the undersigned shall execute the contract and furnish
the bonds required within the time aforesaid, the deposit shall be returned forthwith.
3 It is understood that no verbal agreement or conversation with any officer, agent or
employee of the City, either before or after the execution of the Contract. shall affect or
modify any of the terms or obligations of this Bid proposal.
It is understood that the City will not be responsible for any errors or omissions on the part
of the undersigned in making up the bid, nor will bidders be released on account cf errors.
.,
The undersigned declares that the only person or persons interested in this proposal as
principal or principals is or are the undersigned, and that no person other than the
undersigned has any interest in this Bid proposal or in the contract proposed to be taken;
that this proposal is made without any connection with any other person or persons making
a bid or proposal for the same purpose; that the proposal is in all respects fair and in good
faith and without collusion or fraud; that no City Officer, either elected or appointed, and
no City Employee is, shall be or become directly or indirectly interested as principal or
principals in this Bid Proposal or in the contract proposed to be made. or in the supplies,
work or business to which it relates or in any portions of the profits thereof.
All representations made herein are true and are made under penalty of perjury.
i
WELL #11-R ENCLOSURE
City of Lodi, California
SECTION3
BID PROPOSAL.
The following information is furnished relative to each subcontractor who will perform work
or labor or render services to the undersigned in and about the construction of the project
in an amount in excess of one-half of one percent of the total amount of this bid, or on a
street, highway or bridge project, work in excess of one-half of one percent or $10,000,
whichever is greater. The undersigned agrees that any portions of the work in excess of the
specified amounts shown above and for which no subcontractor is designated herein, will be
performed by the undersigned.
11 Name of Subcontractor I Address I Description of Work I
Attach additional sheets if needed.
WELL #11-R ENCLOSURE SECTION 3
City of Lodi. California BID PROPOSAL
The Undersigned is licensed in accordance with the laws of the State of California, License
No. Classification License Expiration Date
Federal Contractor/Employer I.D. NO.
Dated: , 19
Bidder
Authorized Signature
Title
TYPE OF ORGANIZATION
(Individual, Partnership or Corporation) (Affix corporate seal if Corporation)
Address
Telephone
WELL #11 -R ENCLOSURE SECTION 4
City of Lodi, California CONTRACT
CITY OF LODI, CALIFORNIA
THIS CONTRACT made by and between the City of Lodi, State of California, herein
referred to as the "City", and
herein referred to as the "Contractor."
WITNESSETH:
That the parties hereto have mutually covenanted and agreed, and by these presents do
covenant and agree with each other, as follows:
The complete Contract consists of the following documents which are incorporated herein
by this reference, to -wit:
Notice Inviting Bids
Information to Bidders
General Provisions
Bid Proposal
Contract
Contract Bonds
Plans and Specifications
The January 1988 Edition Standard Specifications,
State of California, Business & Transportation Agency,
Department of Transportation
All cf the above documents, sometimes hereinafter referred to as the "Contract Documents",
are intended to cooperate so that any work called for in one and not mentioned int he other
is to be executed the same as if mentioned in all said documents.
ARTICLE I: That for and in consideration of the payments and agreements hereinafter
mentioned, to be made and performed by the City and under the condition expressed in the
two bonds bearing even date with these presents and hereunto annexed, the Contractor
agrees with the City, at Contractor's cost and expense, to do all the work and furnish all the
materials except such as are mentioned in the specifications to be furnished by the City,
necessary to construct and complete in a good workmanlike and substantial manner and to
the satisfaction of the City the proposed improvements as shown and described in the
Contract Documents which are hereby made a part of the Contract.
ARTICLE II The City hereby promises and agrees with the Contractor to employ,
and does hereby employ, the Contractor to provide all materials and services not supplied
by the City and to do the work according to the terms and conditions for the price herein,
and hereby contracts to pay the same as ser forth in Section 5.600, "Measurement,
Acceptance and Payment," of the General Provisions, in the manner and upon the conditions
FA
WELL # 11-R ENCLOSURE
City of Lodi, California
SECTION 4
CONTRACT
above set forth; and the same parties for themselves, their heirs, executors, administrators,
successors and assigns, do hereby agree to the full performance of the covenants herein
contained.
ARTICLE III The Contractor agrees to conform to the provisions of Chapter 1, Part
7, Division 2 cf the Labor Code. The Contractor and any Subcontractorwill pay the general
prevailing wage rate and other employer payments for health and welfare, pension, vacation,
travel time , and subsistence pay, apprenticeship or other training programs. The
responsibility for compliance with these Labor Code requirements is on the prime
contractor.
ARTICLE IV And the Contractor agrees to receive and accept the following prices
as full compensation for furnishing all materials and for doing all the work contemplated and
embraced in this agreement; also for all loss or damage arising out of the nature of the work
aforesaid or from the action of the elements, or from any unforseen difficulties or
obstructions which may arise or be encountered in the prosecution of the work until its
acceptance by the City, and for all risks of ever,. description connected with the work; also
for all expenses incurred by or in consequence of the suspension or discontinuance of work
and for well and faithfully completing the work, and the whole thereof, in the manner and
according to the Plans and Contract Documents and the requirements of the Engineer under
them, to -wit:
Perform the work consisting of concrete footings, paving, concrete masonry unit walls, steel
door fabrication and other incidental and related work all as shown on the plans and
specifications for "Well #I I -R Enclosure" at 824 E. Turner Road, Lodi, California.
BID PROPOSAL
DESCRIPTION
TOTAL BASE BID
The work consists of furnishing & installing concrete footings, curb, gutter & sidewalk,
concrete masonry unit walls, steel door & pates and other incidental and related work.
The Sum of
($
WELL #I 1-R ENCLOSURE
City of Lodi, California
"ADDITIONAL ITEM OF WORK" NO. ON E
DESCRIPTION
SECTION 4
CONTRACT
ADDITIONAL ITEM #I TOTAL BID
Furnish and Install Concrete Masonry Unit Landscape Wall, Landscape Retaining Wall &
Footing.
The Sum of
"ADDITIONAL ITEM OF WORK" NO. TWO:
DESCRIPTION
ADDITIONAL ITEM #2 TOTAL BID
Furnish and Install 5' Wide Exposed Aggregate Walkway
The Sum of
c$ )
ARTICLE V By my signature hereunder, as Contractor, I certify that I am aware of
the provisions of Section 3700 of the Labor Code, which requires 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.
ARTICLE VI It is further expressly agreed by and between the parties hereto that,
should there be any conflict between the terms of this instrument and the Bid Proposal of
the Contractor, then this instrument shall control and nothing herein shall be considered as
an acceptance of the said terms of said proposal conflicting herewith.
ARTICLE VII The City is to establish lines and grades for the work as specified under
Specifications Section 02210. All labor or materials not mentioned specifically as being done
by the City will be supplied by the Contractor to accomplish the work as outlined int he
specifications.
2.3
WELL #11 -R ENCLOSURE SECTION 4
City of Lodi, California CONTRACT
ARTICLE V I I I The Contractor agrees to commence work pursuant to this contract
within 15 calendar days after the Mayor has executed the contract and to diligently prosecute
to completion within 60 working days.
WHEN SIGNING THIS CONTRACT, THE CONTRACTOR AGREES THAT THE
TIME OF COMPLETION FOR THIS CONTRACT IS REASONABLE AND THE
CONTRACTOR AGREES TO PAY THE CITY LIQUIDATED DAMAGES AS SET
FORTH IN THE INSTRUCTIONS TO BIDDERS. CONTRACTOR AGREES THAT
THIS AMOUNT MAY BE DEDUCTED FROM THE AMOUNT DUE THE
CONTRACTOR UNDER THE CONTRACT.
IN WIGS WHEREOF, the parties to these presents have hereunto set their hands the
year and date written below.
CONTRACTOR CITY OF LODI
(CORPORATE SEAL)
2.4
2
Date:
Attest:
Mayor
City Clerk
SECTIal 5
GEli EHAL P R 0 V IS t 0NS,
5-00 SCOPE OF WORK
5-101 Work to be Done The work to be done
consists of furnishing all labor. materials,
methods and processes. implements tools and
machinery, except as otherwise specified. which
are necessary and required to construct and
complete the work designated in these
specifications and improvement plans, and to leave
the grounds in a neat condition.
5-102 Al terations By mutual consent i n
writing of the parties signatory to the contract.
alterations or deviations. increases or decreases.
and additions or omissions in the plans and
specifications may be made and the same shall in
no way affect or make void the contract.
The City of Lodi reserves the right to increase or
decrease the Quantity of any item or portion of
the work, or to omit portions of the work as may
be deemed necessary or expedient by the City
Engineer .
5-103 Extra Work New and unforeseen work
w i I I be classed as extra work when such work
cannot be covered by any of the various items for
which there is a contract bid price.
The Contractor shall do no extra work except uoon
a written change order from the City Engineer.
For such extra work, the Contractor shall receive
payment as previously agreed upon in the change
order or as provided in Section 5-604, 'Extra
Work". of these General Provisions.
5-104 Cleaning Up The Contractor shall not
allow the site of the work to become littered with
trash and waste material. but shall maintain the
same in a neat and orderly condition throughout
the construction period. The Engineer shall have
the rrght to determine what is or is not waste
material or rubbish and the place and manner of
disposal.
The Contractor shall reaov, and dispose of all
trees designated by the City Engineer as
obstructions to the proper completion of the work.
Upon completion and before making application for
final acceptance of the work, the Contractor shall
clean the street or road. borrow pits. and all
ground occupied by Contractor in connection with
the work of all rubbish. excess materials.
temporary structures. and equipment; and til parts
of the work shall be left in a neat and
presentable condition, acceptable to the Engineer.
5-Z00 CONTROL OF WORK
5-201 Authority of the City Engineer The
ty ingineer shall decide any and all questions
which may arise as to the quality or acceptability
of materials furnished and work performed, and as
to the manner of performance and rate of progress
of the wort: all questions which arise as to the
interpretation of the plans and specifications;
all questions as to the acceptable fulfillment of
the contract on the part of the Contractor; and
all questions as to claims and compensation.
The City Engineer's decision shall be final. The
City Engineer snail have executive authority to
enforce end 1"8ke effective such decisions and
ordlorS as the Contractor fails to carry out
promptly.
5-202 Plans all authorized aitrratinns
affecting the renuirements Ana information given
on the approved plans shall be in writino. 4o
changes snail be made of any pian or drawing after
the same has been approved by the City Engineer.
except by d i re ct i n n of the City Engineer.
The contract plans shall be suoolemented by such
working drawings prepared by the Contractor as are
necessary to adequately control the work, These
plans shall be approved by the City Engineer
before any wort involving these plans shall be
Performed. 4o change shall be made by the
Contractor in any working drawing after it has
been approved by the Engineer.
Full compensation for furnishing all working
drawings shall be considered as included in the
prices paid for the contract items of work to
which such drawings relate and no additionai
compensation will be allowed therefor.
It is mutually agreed. however. that aooroval by
the City Engineer of the Contractor's working
plans does not relieve the Contractor of any
responsibility for accuracy of dimensions and
details. and that the contractor shall be
responsible for agreement and conformity of
Contractor's working plans with the approved plans
and specifications.
5-203 Conformity with Contract Documents and
Allowable Deviations Work ano materiais snail
conform to the Ines. grades, cross sections,
dimensions and material requirements. including
tolerances. shown on the plans or indicated in the
specs f lcations .
Deviations from the approved plans, as may be
required by the urgencies of construction, will be
determined In a I I casts by the C i ty Engineer and
authorized in writing.
5-204 Coordination of Pians and Specifications
the plans and specifications including all
supplementary documents arc essential parts of the
contract and a requirement occurring in one is as
binding as thouqh occurring in all. They are
intended to be cooperative. to describe. and to
provide for a complete work.
Plans shall govern over Special Provisions.
Special Provisions shall govern over General
Provisions. General Provisions shall govern over
Standard Specifications and Standard Plans.
5-205 Interpretation of Plans and Specifications
ou id it appear that the work to be (lone. n r my
matter relative thereto. is not sufficiently
detailed or explained in the plans and
specifications, the Contractor shall apply to the
City Engineer for such further explanations as may
be necessary, and shall conform to such
explanation or Interpretation as part of the
:,ntract so far is may ^e consiStenr with 'he
_ ntent ^f the Original Specifications. in the
°vent of doubt or questions relative tg the true
meaning of the contract documents. reterence shall
;e mace to the City Engineer. -nose decision
thereon shall be final.
;n the event of Any discrepancy between anv
drawing and the figures written thereon, the
figures shall be taken as correct.
5406 Order of work When renui►ed by the
:pectAl :►ovisinns or olans. the Contractor shall
follow the sequence of operations as let forth
therein.
F u I I comoensation for conforming w i t h such
renuirements will be considered as included in the
prices paid for the various contract items of
work. dna no additional compensation will be
allowed therefor.
5-207 Plans and Evecifications cn Job Site A
comoietee, approved set or plans. soeciticat•ons
ana cbanoe orders :shall be kept Cr the Job site
and available at all times. Yon -availability
shall be deemed a cause for temporary suspension
of work.
5-203 Superintendence Before starting wort,
the contractor snail designate in writing an
authorized representative who shall have the
authorrty to represent and act for the Contractor.
Said authorized representative shall be present at
the site of the work at all times while work is
actually in progress on the contract. When wort
I s not i n progress and during periods when wort is
suspended. arrangements acceptable to the Enqineer
shall be made for any emergency work which, may be
required.
Whenever the Contractor or Contractor't authorized
representative is not present on any particular
part of the wort where it may be desired to give
direction. orders w i I I be given by the Engineer.
which shall be received and obeyed by the
superintendent or supervisor who may nave charot•
of the particular work in reference to which the
orders are given.
Any order given by the Enqineer, not otherwise
required by the specifications to be in writing.
will. on request of the Contractor. be given or
confirmed in writing.
5-209 lines and Grades All distances and
measurements are given and will be made in a
horizontal plane. Grades are given from the top
of states or nails, unless otherwise noted. Such
states or points will be set as the Engineer
determines to be necessary to establish the tines
and grades required for the comoletion of the work
specified in the plant and Specifications.
Three consecutive points shown on the same rate of
slope must be used in common in order to detect
any variation from a straight grace: and in case
any Such ditrrepanCy exists. it must be reported
to the City Engineer. if Such a discrepancy is
not reportCil to the City Engineer, the Contractor
shall bP r.Spensible for any error in the finished
wort.
5.2
the C�intrar!nr SnAlI live at 'PA%? ,1 hours not ice
required for laying ou: anv nortinn of the wort
Stakes and noints set by cite Fndineer small be
carefully prwservoo by -hp Contractor yntil
authorized to remove them by the City Engineer.
In case Such stakes and points are destroved Tr
damaged, trey will be replaced at the Engineer's
-artiest convenience. The Contractor rill be
cnardea for the cost of necessary replacement er
restcratton of stakes and votnts which. in the
;udgment 9the Engineer, .Pre '_arelessly or
willfully des,!- or damagea by the Contractor's
operations. This cr_ri- will be deducted from any
moneys cue or to become due _ :ontractor.
5-210 Insoectinn The Enqineer small it .ii
times nave access to the wnrt during Its
construction. and shall be furnished with every
reasonable facility for ascertaining that the
materials and the wortmanship are iii accordance
with the requirements and intentions of - 1-.e
specifications, the General Provisions. and the
pians. Ali 'wort done and all materials furnished
shall be suDlect to the Engineer's inspection.
The Contractor shall provide excavations for the
Enqineer for the tiitrvose of taking compaction
tests in areas below existing grade where
embankments or trench ana structurr? backfill has
not been tested.
Whenever the Contractor varies the period curino
which work is carried on each bay. due notice
shall be given to the City Engineer so that prober
inspection may be provided.
The inspection of the work or materials shall not
relieve the Contractor of dny obligations ti
fulfill the Contract as prescribed. Work and
materials not meeting such requirements shall be
made good. and unsuitable work or materials may be
refected, notwithstanding that sucn wort or
materials have been Previously inspected by the
Engineer or that payment therefor has been
included in a progress estimate.
The projects financed in whole or to Parts with
State finds shall be subject to inspection at all
times t' the designated agents of the State of
California.
Portions of the work done under a San Jorauin
County encroachment permit shall be subject to
County inspection.
5-211 Qemoval of Defective and Vmauthorized
Mork A I I work which is detective in its
construction or deficient in anv of the
renuirements of these specifications shall be
remedied, nr removed and revIacee by the
Contractor in an acceptable manner. and no
comoensation will be allowed for such correction.
All -nrk done beyond the lines and grades shown on
the plans or established by the City Engineer. or
any extra work done withotit written authority.
will be consideiPit as tinanthorized and wiil not he
paid fur.
Upon failure �n the cart of the Contractor t,)
comply forthwith with any order if the City
Engineer made under the provisions of this
section. the City Engineer shall have authority t.:
cause defective work to be remedied. or removed
and replaced. and unautho.r.ized work to be removed
and to deduct the costs- thereof from any moneys
due or to become -due to the Contractor.
5-212 Final inspection Whenever the wore
provided and contemplated by the contract snail
have been satisfactorily completed and the final
cleaning up performed. and the City Engineer
- notified in writing. the City Enqineer will make
the final inspection.
5-3110 CONTROL OF MATERIALS
5-301 Source of Supply and Oualitv of Materials
eContractor shall tarnish ail materials
required to complete the work. except materials
that are designated in the specifications to be
furnished by the City.
Only materials conforming to the reouiroments of
the specifications shalt be incorporated in the
wort.
The materials furnished and used shall be new.
except as may be provided elsewhere i n these
e specifications or the plans. The materials shall
be manufactured, handled and used in a manner to
x insure completed wart in accordance with the plans
and specifications.
"• Manufacturer's warranties. guarantees. instruction
sheets and parts lists. which are furnished with
certain articles or materials incorporated in the
work. shall be delivered to the Engineer before
commencement of the work.
'
5-302 Samples and Tests At the option of the
ity tngineer, the source of supply of each of the
materials shall be approved by the City Engineer
before delivery is started and before such
material is used in the work. Representative
preliminary samples of the character and quality
prescribed shall be submitted by the Contractor or
producer of all materials to be used in the work
for testing or examination as desired by the City
Engineer.
All tests of materials furnished by the Contractor
shall be made in accordance with commonly
recognized standards of national organizations,
and such special methods and tests as are
prescribed in these specifications.
The Contractor shall furnish such samples of
materials as are requested by the City Engineer,
without charge. No material shall be used until
it has been approved by the City Engineer.
Samples wilt be secured and tested whenever
necessary to determine the quality of material.
5-303 Defective Materials All materials not
conforming to the requirements of these
specifications shall be considered as defective.
and all such materials. whether in place or not.
shall be rejected and shall be removed immediately
from the site of the work unless otherwise
permitted by ?he City fnoineer.
5.3
No rejected materials, the defec•s of .nirn '+av•
been subsequently corrected, shall be used until,
approved in writing by the City Engineer.
Upon failure on the oart of the Contractor to
comply with an order of the City Enoineer mace
under the provisions of this section, tie Citv
Engineer snail nave authority to remove and
reolace defective material and to deduct the cost
of removal and replacement from any moneys cue or
to become due the Contractor.
5-304 City -furnished Materials raterials
urnisned by the city will oe available at
locations designated in the Special Provisions. or
if not designated therein they will be delivered
to the prn3ect. They shall be hauled to the site
of the wort by the Contractor at his/her exc erase.
including any necessary loading and unloading that
may be involved. The cost of handling and placina
City -furnished materials shall be considered as
included in the price paid for the contract items
involving such City -furnished materials.
City-furnisned materials lost or damaged from-9ny
cause whatsoever shall be replaced tv the
Contractor. The Contractor will be liable to the
City for the cost of reolacing City -furnished
materials and such costs may be deducted from any
moneys due or to become due the Contractor.
5-305 Trade Names and Alternatives For
convenience in designation on the plans or in the
specifications. certain articles or materials to
be incorporated in the work may be designated
under a trade name or the name of the manufacturer
and the catalogue information. The use of an
alternative article or materials which are of
equal quality and of the required characteristics
for the purpose intended will be permitted,
subject to the following requirements.
The burden of proof as to the quality and
suitability of alternatives shall be ucon the
Contractor. who shall furnish all information
necessary as reouired by the Engineer. The
Engineer shall be the sole judge as to the quality
and suitability of alternative articles or
materials and such decision shall be final.
Whenever the specifications permi t the
substitution of a similar or equivalent material
or article. no tests or action relatinq to the
approval of such substitute material will be made
until the request for substitution is made in
writing by the Contractor accompanied by complete
data as to the equality of the material or article
proposed. Such request shall be made in ample
time to permit approval without delaying the work.
5-400 CECAL RELATIONS AND RESPONSIBILiTiES
5-401 Laws to be Observed The Contractor
shall keep him/herself tully informed of all
existing and future State and National laws and
all municipal ordinances and regulations of the
City of Lodi which in any manner affect those
enqaqed or employed in the work. nr the materials
used in thr work, or which in any way affect the
conduct of the work. and of a I I such orders ,ino
decrees of bodies ;r *ribunais having Inv
;urisdiction or authority over the same.
5-402 Labor Discrimination Attention is
directed to section ii.15 of the Labor Code wnich
reads as follows:
1735. No discrimination shall be made in cne
employment of persons icon public -orfs
because of the rice, religious creed. color,
national origin. ancestry. physical nandlcm
medical condition, marital status. or sex of
such persons, except as oroviaed in Section
1420. and every Contractor for public worts
violating this section is subject to all the
penalties imposed far a violation of this
chapter.
5-d03 permits and Licenses trceot as
otherwise aroviaed. the Contractor shall. procure
all permits and licenses. Pay all charges and
fees, and give a I I notices necessary and
incidental to the due and lawful prosecution of
the work.
5-404 Contractor's Licensina laws Attention
is directed to the Provisions or Chaoter 9 of
Division 3 of the Business and Professions Code
concerning the licensing of contractors.
All bidders and contractors shall be licensed in
accordance uith the laws of the State of
California and any bidder or contractor not so
licensed is subject to the penalties imposed by
such laws.
5-40S Patents The Contractor shall assume
all responsibilities arising from the use of
patented materials, equipment, devices or
processes used on or incorporated in the work.
5-406 Safetv Provirions The Contractor shall
contorm to the rules and regulations pertaining to
safety established by the California Division of
industrial Safety.
5-407 Public Convenience and Safety The
Contractor shall so Conduct the ocierAtion as to
cause the least possible obstruction and
inconvenience to public traffic. Unless other
existing streets are stipulated in the Special
Provisions to be used as detours. all t r a f f f c
shall be permitted to pass through the work.
Residents along the mad or street shall he
provided passage as far as practicable.
Convenient access to driveways, houses and
buildings along the road or street shall be
maintained and temporary crossing shall be
provided and maintained to good condition. Not
more than one cross or intersecting street or road
shall be closed at any one time without the
approval of the City Engineer.
The Contractor shall furnish. erect and maintain
such fences. barriers. lights, sions and flag
persons as are necessary to give adequate warning
to the oubl is at a I I times that :he road or street
is under construction and of any dannernus
conditions to be encountered as a result thereof.
and shall also erect ann maintain such warning and
directional signs as may be furnished by the City.
5.4
Signs. ' ants. Maas and oche, warning ern <,afety
devices stall conform to the revuirements set
fortn n the current "yanuA l of 'darning Sians.
Lights and Devices for Use in -Performance of Wort.
Upon 4iZnways." issued by the State of California
Department of Transportation. Copies of this
manual are on file with the Public Works
Department.
No material or equipment shall be stored where it
will interfere with the free end safe passage ^'
public traffic, and at the end of each nav's wort
and at other tames when construction operations
are suspended for any reason, the Contractor snail
remove 311 equipment and other instructions frog
that portion of the roadway open for use by public
traffic.
Full compensation for doino the above-mencionec
wort shall be included in the price Paid for the
various contract items of wort. and no additional
compensation will be allowed therefor.
5-408 Preservation of Pencerty 7ue care
snati pe -ii■erciseo to avoid injury to etistinc
improvements or facil itier. utiI itv °aciIitles .
adjacent property, and trees, shrubs and other
plants that are not to be removed.
frees. shrubs and other plants that are not to bf
removed. and pole lines. fences. signs, marker*.
and monuments. buildings and Structures. and am%
other above ground improvements or facilities ane
All underground facilities shown on thr plans or
brought to the Contractor's attention during thi
contract, within or adjacent to the highway.
within or adjacent to the highway, shall bf
protected from injury or damaae: and if ordered b+
the Engineer. the Contractor shall provide ane
install suit!ble safeguards. aooroved by thi
Engineer. to protect such objects from injury or
damage. Such objects injured or damaged by reason
of the Contractor's operations shall be replace(
or restored to a condition as good as when thf
Contractor entered upon the work. or as good a-
required by the Specifications accompanying thf
contract. The Engineer may make or cause to bit
made such temporary repairs as are necessary tc
restore to service any damaged facility. The cost
of sucn repairs shall be borne by the Contractor
and may be deducted from any moneys due or tc
become due to the Contractor under the contract.
Full rnmpensation for furnishing all labor.
materials. tools. equipment and incidentals, anc
for doing all the wort involved in protecting or
repairing property as specified in this section.
shall be considered as included in the prices oaic
for the various contract items of work, and nc
additional compensation will be allowed therefor.
5-409 Responsibility for Damage The City of
Lodi, the City Council, all of iters and emoloyees
or Acent shall not be answerable or accountable it
any manner for any loss or damaqe that may hapoer
to the wort or any Part thereof: or for any
material or enuipment used in performing the wort.,
or for injury or damaae to any oersnn nr persons.
either wort personnel or the public; fnr Camaae tc
adjoining) property from any cause whatsoever
during the progress of the wort or any time before
final acceptance.
'he Contractor shall indemniiv and save harmless
;he City of loaf, the City Council, ail officers
and employees or agent from any suits. claims or
actions brought by any person or persons for or on
account of any injuries or damages sustained or
- arising in the construction of the work or in
consequence thereof. The City Council may retain
as much of the money due the Contractor as shall
be considered necessary until aisoosition has peen
made of such suits or claims for damages as
aforesaid.
5-410 Contractor's Responsibility for Work
Except as provided aoove. u ntil the forma
acceptance of the work by the City Council. the
Contractor shall have the charge and care thereof
and shall bear the risk of injury or damage to any
Part thereof by the action of the elements or from
any other cause, whether arising from the
execution or from the monexecution of the uork.
The contractor shall rebuild. reoair. restore and
make good all injuries or damages to any portion
of the work occasioned by any of the aoove causes
before final acceptance and snail bear the
expenses thereof. except such injuries or damaoes
occasioned by acts of the Federal Government or
the public enemy.
5-411 No Personal Liability Neither the City
ounce , the City Engineer. nor any other officer
or authorized assistant or agent or employee shall
a be personally responsible for any liability
arising under the contract.
5-412 Resj risibility of Cftv The City of
o i
snail not be held responsible for the care or
protection of any material or parts of the work
prior to final acceptance, except as expressly
provided in these specifications.
y 5-413 Insurance Requirements for Contractor
e Contractor small tare out ana maintain during
-� the life of this contract. insurance coverage as
listed below. These insurance policies shall
e protect the Contractor and any subcontractor
performing work covered by this contract from
claims for damages for personal injury. including
accidental death. as well as from claims for
property damages, which may arise from
4 Contractor's operations under this contract.
whether such operations be by Contractor or by any
" subcontractar or by anyone directly or indirectly
employed by either of them. and the amount of such
y insurance shall be as follows:
1. COMPREHENSIVE GENERAL LIABILITY
11,000,000 Bodily Injury -
Ea. Occurrence/Aggregate
51,000,000 Property Damage -
Ea. Occurrence/Aggregate
or
~ SI.000.000 Combined Single Limits
2. COMPREHENSIVE AUTOMOBILE LIABILITY
51,000,000 Bodily injury - Ea. Person
$1.000.000 Bodily Injury - Ea. Occurrence
111,000,000 Property Damage - Ea. Occurrence
or
51.000.000 Combined Single Limits 5.5
.1 copy of Che certificate of inSu►ance rirh t'+e
�oliowing endorsements shall. be furnished ;o Vle
City:
ta) Additional Named Insured Endorsement
Such 6nsurance as if afforaed by this policy.,
;mall also apply to ;me City of Lodi. ;s
elected and appointed 5oaras. Commissions.
71ficers. -gents and Em0ioyees as additional
named insureos insofar as rort Performed by
the nsured unser written contract with the
City of Lodi.
(b) primary Insurance Endorsement
Such nsurance as Is afforaed 13y tie
.ndorsement for the Additional insureds Small
apply as primary insurance. Any ether
insurance maintained by the City of Lodi or
its officers and employees small be eicess
only and not contributing with the insurance
afforded by tills endorsement.
'c) Severaoility of Interrst Clause
The term "insured' is used severally and not
collectively. but the inclusion nerein of more
than one insured shall not ooerate to increase
the limit of the company's liability.
(d) ! 1rr.
• of anrpllatinn �r Chance in C^ve+ace
Endorsement
This policy may not be cancelled nor the
coverage reduced by the company without 30
days' prior written notice of such
cancellation or reduction in coverage to the
City Attorney, City of Lodi. Call Box 3006,
Lodi, CA 95241.
5.414 Compensation Insurance The Contractor
shall take out_e1d maintain auring,the__iife of
this contract. Uorker's Compensation Insurance for
all of Contractor's emoloyees employed at the site
of the project and, if any work is sublet.
Contractor shall require the subcontractor
similarly to provide Worker's Comoensation
Insurance for all of the latter's employees unless
such employees are covered by the protection
afforded by the Contractor. In case any class of
employees engaged in hazardous work under this
contract at the site of the project is not
protected under the Worker's Compensation Statute,
the Contractor shall provide and shall cause each
subcontractor to provide insurance for the
protection of said employees. This policy may not
be cancelled nor the coverage reduced by the
cmoany without 30 days' prior written notice of
such cancellation or reduction in coverage to the
City Attorney, City of Lodi. Call Box 3006. Lodi.
CA 95241.
5-415 Guarantee and Warranty In addition to
guarantees required in other provisions of the
contract. Contractor shall. and hereby does.
guarantee and warrant all work for a period of one
year after date of acceptance or work by the City
and shall repair or replace any or all such wort,
together w i t h any other work which may be
displaced in so doing. that may prove defective in
wortmxnshio and/or materials within one-year
period from date of acceptance without evoense
whatsoever to the City. ordinary wear and tear,
unusual abase nr noglect excepted. 'ho Englneer
.till ^,ve notice or Onwrved refects .,,•,
reason�!Ule prnmotness "ho contract^r ^a
notify the Engineer upon completion of repairs.
I n the event of failure of the Contractor to
comply with the above-mentinopa conditions within
one week after beino notified in writing, the City
is hereby authorized to Proceed to have defects
repaired and made good at expense of the
Contractor who hereby agrees to pay costs.
penalties and charges therefor immediately on
demand.
If. in the opinion of the Engineer, defective wort
a' creates a dangerous condition or reouires
immediate correction or attention to prevent
further loss to the City or to prevent
interruption of operations of the City. the City
A. will attempt to give the notice recurred. if the
Contractor cannot be contacted or does not comply
with the Engineer's request for correction within
a reasonable time as determined by the Engineer,
the City may, notwithstanding the provisions of
this section, proceed to make such correction or
3 provide such attention and the costs of such
Correction or attention shall be charcea against
the Contractor. Such action by the City w i I I not
relieve the -Contractor of the guarantees provided
-s in this section or elsewhere in this contract.
This section does not i n any way I i m i t the
~ guarantee on any items for which longer guarantee
i s specified nor on any items for which •a
manufacturer gives a guarantee for a longer
period. nor does it limit other remedies of the
City in respect to latent defects. fraud or
implied warranties.
5-416 C000eration Should construction be
underway by other agencies or by other contractors
within or adjacent to the limits for the wort
specified. or should work of any other nature be
underway by other forces within or adjacent to
said limits. the Contractor shall schedule and
coordinate the work with the other contractors and
agencies so there is the least amount of conflict
during all pnases of construction. The Contractor
is also responsible for making all necessary
agreements with other contractors as reoutred
.. during construction.
+ 5-500 PROSECUTION AND PROGRESS
5-501 Subcont r., c t i n The Contractor shall
gave personal attention' to the fulfillment of the
contract and shall keep the work under control.
Subcontractor w i I I not be recognized as such and
all persons engaged in the work of construction
w i I I be considered as employees of the Contractor.
and their work shall be subject to the provisions
of the contract and specificattons.
Uhere a portion of the wort subcontracted by the
Contractor is not being prosecuted in a manner
satisfactory to the City fnotneer. tho
.,, subcontractor shall be removed immediately on the
reouisitintt of the City Engineer and shall not
again be emolnved on the wort.
5.5
-��� 1SStCnmpnt '!+o parformanc! �f too
:nntri,:t -ay not :;e aSSt?nod, except upon wri°ten
.Onsent. of the ,City. .onsenL will not be !IV,!" 0
any Dr?vosen asslanment +nt(:h .tould ^elipve rna
;riatnat "antrsctnr ^,r 'nntractor'; ;urs,, ?f
heir '4SOOnStbtii!teS ttnaor the :Ontrar•, ^fir
will tone City consent to any assignment of ! Cart
of V"e Mork under the contract.
S-=03 'deleted)
deleted)
5-505 Character of 'Wort personnel !f any
subcontractor or oersnn emoioved by the Contractor
falls or refuses to carry out the directions cf
the City Enoineer or appears to the City ;.notneer
to be imenmoetent cr to act in a disornerly ?r
imorocer manner. that person shall be discnarceo
immediately on the reguisittnn of the City
Engineer, and sucn person shall not again to
employed an the wort.
5-506 femoorary Suspension of Wort The City
Engineer rnaii nave the au nor) y to suspend the
work wholly or in cart. for such nerind is City
Engineer nay deem necessary, due to unsuitable
weather or to sucn other conditions as are
considered unfavorable for the suitable
prosecution of the work. or for such time as City
Enaineer may deem necessary. cue to the failure an
the part of the Contractor to carry out orders
given. or to perform any orovisions of r.he
contract. The contractor snail immeoiately obey
such order of the City Engineer and shall not
resume the work until ordered in writing by the
City Engineer.
In the event that suspension of wort is ordered as
provided above. and should such suspension be
ordered by reason of the failure of the Contractor
to carry out orders or to perform any provision of
the contract: or by reason of weather conditions
being unsuitable for performing any item or items
of wort which. in the sole opinion of the
Engineer, could have been performed prior to the
occurrence of such unsuitable weather conditions
had the Contractor diligently Prosecuted the work
when weather conditions were suitable: the
Contractor, a t Contractor': expense, shall do all
the work necessary to provide a safe. smooth and
unobstructed passageway through Construction for
use by public traffic during the period of such
suspension as provided in Section 7-1.08. "Public
Convenience." and 7-1.09. 'Public Safety." of the
Standard Specifications. and as provided in the
Contract Specifications. In the event that the
Contractor fa i I s to perform the wort above
specified, the City may perform such wort and the
cost thereof w i I I be deducted from moneys due or
to become due the Contractor.
5-507 Time of Completion and L'ouidatea
amaces It is agreed by the Contractrir that in
cast all the wort called for under the contract is
not cmmrleted before or upon the expiration of the
time limit as set forth in the Contract. damage
will be sustained by thr! City of Lodi, and that ,t
Is and will be imnricticable to deter -mina the
actual damage which the City will 'Sustain in the
event of and by reason of such delay: and ,t is
therefore a0reed that the Contractor will pay to
the City of Lorti the rum as specified in Section
6-04.03 "Beginning of Work, Time of Completion and
Liquidated Damages" er day for each and rvery
day's delay beyntid the: time prescribed to complete
the work: and the Contractor agrees to pay such
liquidated damages as herein provided, and in case
the same are not paid. agrees that the City of
Lodi etay deduct the amount thereof from any moneys
due or that may become due the Contractor under
the contract.
It is further agreed that in case the work called
for under the contract is not finished and
completed in all parts and requirements within the
time specified, the City Council small have the
right to extend the time for completion or not. as
may seem best to serve the interest of the City;
u. and if it decides to extend the time limit for the
completion of the contract. it shall further have
z the right to charge to the Contractor.
Contractor's heirs, assigns or sureties, and to
deduct from the final payment for the work, 'all nr
any part as it may dee" proper, of the actual cost
of engineering. inspection, superintendence. and
other overhead expenses which are directly
chargeable to the contract. and which accrue
,y during the period of such extensions, except that
the cost of final surveys rnd preparation of final
f estimate shall not be included in such charges.
The Contractor shall not be assessed with
liquidated damages nor the cost of engineering and
inspection during any delay in the completion of
$ the work caused by acts of God or of the public
enemy, acts of the Clty. fire, floods, epidemics,
quarantine restrictions. strikes. freight
embargoes, and unusually severe weather or delays
! of subcontractors due to such causes; provided
that the Contractnr shall. within 10 days frog+ the
beginning of any such delay, notify the City
a Engineer in writing of the causes of delay, who
shall ascertain the facts and the extent of the
delay, and the City Engineer's findings of the
facts thereon shall be final and conclusive.
3 5.508 Termination of Contract Failure to
prosecute Lite work gently is grounds fnr
' ••rmination of the Contractor'; control over the
--rk by the City of Lodi as provided in Section
14394 of the Government Code of the State of
California.
=s
5-509 Risht-of-Way The necessary
rialits-of-way and easements for the work will be
{ provided by the City of Lodi. The Contractor
shall make arrangoawrits and pay all expenses for
additional area required by Contractor outside of
the limits of right -of -may, unless otherwise
provided in the Special Provisions.
5-600 MEASUREMENT, ACCEPTANCE AND PAYMENT
5-601 Pro ren Pa ents The City Engineer,
once
each moot a ter actual construction work is
-. started. shall make an estimati, as to the total
amount of the work done and materials furnished by
the Contractor to the last day of the preceding
month.
The Clty of Lodi shall retatn 10-perrrnt of the
estimated value of said work and the halance less
any previous payments shall be paid to thr
Contractor.
The retained percentage as specified above will be
held by the City and will be due and payahir to
the Contrrctor 30 days after filing of notice of
completion, provided no liens have bcrn filed.
5-G02 Substitution of Securities for Withheld
Amount PursuAnt to Section 2Z300 of the PuhllZ
ontract Code of thr State of California.
securities may be substituted for any moneys
withheld by a public agency to ensure performance
under a contract. At the request and expense of
the Contractor. securities equivalent to rhe
amount withheld shall be deposited with the public
agency, or with a state or federally chartered
bank as the escrow .agent. who shall pay such
moneys to the Contractor. upon satisfactory
completion of the contract.
5-603 Final Acceotance of the Work �.
contractor will notify the Engineer in woitIng of
the completion. The Engineer will check asL to the
actual completion, and when satisfied will
recommend acceptance to the City Council. 11'r
'late of completion will be the date of acceptan,
of the work by the City Council.
5-6G4 Extra Work Fxtra work slwil conform to
Section . of the Standard Specifications.
Payment for extra work will be established by
agreement between the Contractor and the City. It
no agreement can be reached. as to the exact cost
of the extra work. payment will be made by force
account as provided in Section 9-1.03 of the
Standard Specifications.
5-605 Notice of Potenttal Claim
This section supersedes Section 9-1.04 of the
January 19[18 Edition of the State of California.
Business and Transportation Agency, Department of
Transportatton. Standard Specifications.
The Contractor shall not be entitled to the
payment of any additional compensation for any
cause Including any act or failure to act by the
Engineer to the happening of any event. thing, or
occurrence unless the Engineer has been notified
in writing of 6 potential claim as hereinaftrr
sppecified: provided. however.
that compliance with
tFiis Section 5-605 shall not be a prer, i1site as
to matters within the scope of the protest
provisions In Section 5-102, "Alterations", or the
notice provisions In Section 5.507, "Time of
Completion and Liquidated Damages'. nor to any
claim which is based on differences In
measurements or errors of computation as to
contract quantities.
m
'SuotstAoJd Ie uadS bU1MOtio;
a41 431.+ a3uepJ033e ut pue suotie3};43aaS PJepuelS
441 Se 03 paJJa;aJ Jal;eutaJa4 aJe suot2e3;;t3ads
4314N •Alaat Aew amps a4l se Je;osul' .•f?8bI
AJenutl• •suotm)i gads pJepueis • uotie3JOdSURJl
10 2uautlJ.edao •A3uaby uOtlelJoosuvii
PUP ssauting •etulo;tle) ;o alelj„ •pailtiva
s1jotje3t;tJa4S a43 ;o Sltelap uotl3nljsu03
;0 SUOt1lAOJd alet.Adwaae a4l 41%- a:juepJo33e
ut auop aq tlR4s ulaJaty pa3eJgwa 71Jom a4_
SN011MADUS MONViS 001-S
';oalaul uotielai(e Aue Jo 13eawaD a4i
Japun pauuO;Jad NJOA ;0 Juno33e uo A3tllQe;t J0
SwtejD lip pue Aue W3J; SaaAolawa pue SJa3;;;o lie
PUP •113uno) Al;) a41 'tool ;o A113 a41 aseataJ
(te4s 'awes a41 ;o suotleJalle Aue 40M a3ueplo33e
ut auop ){JO-%% AUQ Jo; 1UaulAed pue luaWisnjpe a4l
pue '33ttIuo3 a4/ Japun anp junowe leut; a43 ;o
luawAea a41 1141 saalbe Ja411n; AOj3el4u0) 341 pup
-sle►Jaleul JadoJawt JO 440A
aA}13a;ap Aue 10 a3uejoa33e ut aq 01 panJlsuo3
aq tle4s IuawAed ou pue ';POI 40 411) a43 ;0 Wtei3
Aue lsutebe •3Jed ut JO A1104A Aa4lla •2384211=
a43 ;o a3ueuuo;Jad a4j ;o a3uap;Aa anlsnlpuoo
aq IOU tle4S '3UaWAod (eu;j a41 20a3xa '23eJ3UO3
a4/ Japun apew S2uawAea Aue ley,. 13eAlu03
a4j 01 sat2Jed 442 uaaAlaq paaJ6e AllenjnW St 11
-pat;; uaaq aAe4 suatt ou paptnoJo
uotja(aw:0 ;O a3t3ou ;O bulll; Jal;e sAep 0t 10
u3t3eJtO2ta a41 Itlun a(OeAtd pue anp aq IOU I(e4S
luawAeC leu;; a4/ •1uaWAtC pup aleWtlsa ieut;
a4; ul uotl3aJJ03 of laa(gns aq lte4s s-luawAeC
out Salewtisa IetiJea JOtld liC J3eJiu03
a4/ ;J SUUtStAOJC a41 Japun pautejaJ aq 01 s2unowe
lie pue 30a� ag of slunowe I I v pue S1uawAvc
SnOtAald tie WOAAaJa44 Out33nPaV Aa3;P anp aq
o/ puna; os wns aJtlua a4l A8a lie4s tool ;o A31)
a4/ pue '>1JoA inns ;o anteA a4J Put •JapunaJa4j
auop xJOh ;C 3unowe aul ;0 a2eWtlsa lout; a altew
'13eJ2uC.) a41 j0 u013a1Ow03 AJO:-1etSljtS aty; JaIJe
'lie4s Jutou3 Al;) a4, juaWAtC teL;a 909-5
isalppe ;o a6ueu3 43nS ;o uot3e3tj;2OU
ua;1tJ^ 2uawlJtaaa a41 buten 6 Aq luas aq O/ alt
Sa3t20u 431UM 0; SSalPOe a42 abue43 AeW J013eJ1U0)
a41 aoueuD 43nS ;0 but l►Jh U' J0139AWOj
a41 A;tlou 1140K 3uaWlJecaO a4l 'pabueu3 aq 01 st
luaW;Jedao a4; 01 Jo tool ;o Alt) a43 ;o lt3un0)
Alt) a4i 0; aallou au: u3►u- of SSaJppt a4i 41
'teS000Jo a4: ut 41JC; las ssalppe ssautsnC
ayl 0: lues aq (tsm Sa3420t. u --ns ;JO/3eJIu0_1
a4/ e1 t3) out -016t•19Z3c 'tt-0;tie-, 'tool '900:
X06 tie. .tool ;o 43!0 's4jor, 311grd ;o luawlJeaa£
Oki'. 01 (v: '0161.-IUZS6 'etuJu;tip- "DO, '900[- x06
1!C'. 'l00"; i6 i. -41)a4. �.+ 143unCy A,.:1 a": O1 (F...
:1MG11J; �f
1uaS aC; ;le,,S UUL::-D` :l::J A:; (�aJlnCo SaJi20U d4,
',.IUaLUAV4: IPut j.. '909-5
UOt12aS ut s1uaWjJtnoaj UOLSStwOns swiviD a4;
4ylA bu;AlowoD J0; AjtttglsuoOsaJ ;o Jolaelluo)
auj aAatlaJ uot33a1 st44 ;0 slu+u..Jtnwa a3ilou
au1 43tM a3ue;tawo) Saop Jou '(„wlel) tptlualod
;o a3l3ok„ '509-5 Pup :,,sa6ewe0 paleptno;l
pup UOL1410WOD ;o aull1. '105-5 •„suolleJalty�
'Z01-5 Suoti3aS '•6•a) suo1je31;l3ads
asa4l ut pa;;t3ads IuawaJtno.J jsalo.Ad
Jo aallou Aue 411M butAlawo3 Jo; AjlllgtSuodsaJ
;o J0132J3uo) a41 aAat(aJ lou saop uull3as
st43 ;o sluawaJtnOaJ a3}lou a41 41t'” a3uetictu0)
'tool 40 All) a41 ;o
it3uno) Al;) a4l u,oJ; pautelgo aq Avu suotle1n6aJ
pup salnJ a41 'pathj aq of s2uawn3op Ja430 our
s6utpeald of se SIUaWaJtnoaJ 6ulpnl:)u; 'SbUtJea4
aqj 10 i3npuO3 a43 waAo6 Itto apo) juaWUJaAotj a43
;o O8£trl uotl3aS of iutemjnd tool ;o A113 a41 ;o
t;3uno3 Ai;) a41 A4 pajoope suotleln6aJ pue satnb
•6u1Jea4 a43 JO 1so3 a43 ;O ;(e4-auo
Aed I (e4s pue SISo3 uAo sit Jeaq IMS AlJed 4393
•aWtj 43ns spuaixa Ja3jjjo 6utJea4 aqj asne3 pooh
JO; ssatun Jo -sallied a41 Aq of paaJ6e astAuaylo
Ssalun 'luawlutodde Jal;e sAep 09 ut43lA 6utilJA
ul uolspap t AapUaj pue (SJaADA2UO3 a4l alltuualaP
Pup Jea4 1lt►A JaD M O 6utJta4 a41 •Iuawlutodde
JatiJea of sluasuo3 A413 a42 Ssalun •33eJjuo3
a43 ;o uoljatdluo3 2l0;aq a3l2ou 43ns Jal;e sAep
09 ut41tA wtel3 43ns Jea4 01 Ja3t;;o 6utJea4 e
jutodde iltA tool ;o A213 a43 ;o t0uno3 All) a41
•aiewtlsa
tout; a43 ;o a3uensst 041 Jal;e S42UOlu xts ue41
Jalel OU uaAt6 aq tietis a3tlou 43nS -paseq st
Wlel3 a4i 4314A uo she; a41 41Jo; 6utllas •tpol
;o 4113 a4i ;0 it3uno) Ails a4i of pue Alaed Jatijo
aqj of Wtet3 a4l ;o 6up pm ul a312ou aAt6 tietis
s146tJ ;o uopeutwajap a 6utNaas ,Hied 041 •}pOl
;o Alt) a41 ;o t;3uno) All) a41 ;0 Ja3t;10 6utJea4
e Ag i3ettluo3 041 Japun S346LJ JO uotleutuLAalap of
13argns ale swtel3 43ns •000•SZS Paa3xa jou saop
l3eliuo3 a41 ;o aniJtA Aq Jo Japun 6utstJe sWtei3
s,JOIDfAIu0) aU3 Ile ;u 2unowe AJ22auow a43 1I
s1401b. ;o. uotleutuualaO S•S09-S
•Pal►;
Se« w a p lQ•t3ualoc ;o 83tlou ualltJA ou 43t4$4
J0j a3ua1Jnoao Jo 16ut41 'juawa 'lie of aJnite;
'239 inns Aur uo paseq aq Aew je4l uttei3 Aue
Jo; uutlesuaowo3 (eu0t3;PPe 01 24btJ ou aq 1te4s
a.au; 3e41 sa4J6e AQaJa4 AO13eAlUO5 a4l •uatlel
Alluwold uot23e aletJdOJdae J8410 J0 'algtssod
;; 'PalllaS aQ Aew SJaZleW 43ns It'll JaPJO ut awll
a(Qtssaa lsatiJea 041 It Jaautbu3 a41 ;o u0tlual2p
a41 of 246noJq aq 132Jluo3 a43 ;o an3JtA Aq
Put Jaoun buts'Je sat2Jed a41 uaaAjaq sa waJa;;}p
le41 509-5 uot33as st43 ;o u01,2u8lu' a41 St 21
•WteI3 tetlua2od a43 03 astJ butntb
a3uaJJn3ao Jo •butyl —Juana a41 ;0 6utuadOt4
a41 Jal;e sAep Sl u142tA S&Se3 Ja42O Ile ul JO
•Jaautbu3 aul AQ 239 of aJntle; Jo 339 up uo paseq
;: •uot2esuaowo3 teuotllppe Jo; wte p (etlua3od
a41 03 as;J bulAlb 4.AOM a43 PaWJO;Jad aAe4 IISlis
J0132J2uo) a4; 1e4I awtl a4l o: JotJd Jaau►bu3
a44 03 uaAtc uaaq aAe4 3stw+ paJtnoaJ aAoOt
se a3tiou a4i •Wte13 let2Ua7o(3 a43 10 1UnOWe
a4; 'atgtssod sp Je;osut •pue 'panlonu; SJso3
au; ;o aln;ru a4; 'anp aq Aew Jo 111A uot3esuaouw:�
teu0l3tP0: Sandt;e,; J013QJju0) a41 SUnSe.. au/
ale}: IteUS With 1t1IUajUC 40 a3lIOU Ua11iJM X41
W,
61.
I-
r -
r
'whenever in the contract Cocuments or the Standard
Specifications the following terms art used. they
shall be understood to mean and refer to the
foIlowing;
Department of Transportation, or
Division of Highways - Department
of Public Works of the City of Lodi
City Engineer - Public Works Director
of the City of Lodi
Director of Public Works - Public
Works Oircctor and City Engineer
of the City of Lodi
Engineer - The Public Works Director
and City Engineer or designated agint
Laboratory ',The designated laboratory
authorized by the City of Lodi to test
materials and work involved in the
contract
State - The City of Lodi, California
Other iteirts appearing in the Standard
Specifications, the General Provisions, and the
Special Provisions, shall have the intent and
meaning specified in Section 1, Definition of
Tens of the Standard Specifications.
DIVISION ONE - GENERAL REQUIREMENTS
WELL #11-11 ENCLOSURE
City of Lodi, California
ADDITIONAL ITEM($) OF WORK
Section 01100 - Page 1
SECTION 01100 -'ADDITIONAL ITEM (S) OF WORK
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A Work included:
To allow the City of Lodi to compare total costs of portions of the work.
Additional Item(s) of Work have been established in this Section of these
Specifications and shown on the Drawing.
R Related work described elsewhere:
1. Pertinent Sections of these Specifications describe materials and
methods required under the various "Additional Item(s) cf Work".
2. The method for stating the proposed Contract Amount for
"Additional Item(s) cf Work" is described on the bid form.
1.02 SUBMMALS:
All "Additional Item(s) cf Work" described in this Section of these
Specifications are required to be reflected in the bid submitted on the Bid
Form for this Work.
1.03 PRODUCT HANDLING:
If the City of Lodi elects to proceed on the basis of one or more of the "AAditionaf
Items of Work". make all modifications to the Work requir.:d in the furnishing and
installation of the selected "Additional Item(s) of Work' to the approval of th,.! City
Engineer and at no additional cost or additional time to the City of U di except as
proposed on the Bid Form.
PART 2.00 - PRODUCTS
2.01 BID "ADDITIONAL ITEM OF WORK" NO. ONE:
Furnish and install concrete masonry unit landscape wall. landscape retaining wall
and footing.
2.02 BID "ADDITIONAL ITEM OF WORK;" NO. TWO:
Furnish and install 5' wide exposed aggregate walkway.
WELL #11-R ENCLOSURE
City cf Lodi, California
PART 3.00 - EXECUTION
3.01 ADVANCE COORDINATION:
ADDITIONAL ITEM (S) OF WORK
Section 01100 - Page 2
Immediately after award of Contract, and to the maximum extent practicable,
thoroughly and clearly advise all necessary personnel and suppliers as to the nature
and extent cf "Additional Item(s) of Work" selected by the City of Lodi. Lase all
means necessary to alert personnel and suppliers involved as to all changes in the
Work caused by the City ofLodi's selection of additional items.
END OF SECTION
WELL #11-R ENCLOSURE
City of Lodi, California
SECTION 01710 - CLEANING
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A Work included:
CLEANING
Section 01710 - Page 1
Through the construction period. maintain the building and site in a
standard of cleanliness in this Section.
B. Related work described elsewhere:
In addition to standards described in this Section. comply with all
requirements for cleaning up as described in various other Sections of
these Specifications.
1.02 QUALITY ASSURANCE
A Inspection:
Conduct daily inspection, and more often if necessary. to verify that
requirements of cleanliness are being met.
R Codes and standards:
In addition to the standards described in this Section. comply with all
pertinent requirements of governmental agencies having jurisdiction.
PART 2.00 - PRODUCTS
2.01 CLEANING MATERIALS AND EQUIPMENT:
Provide all required personnel. equipment. and materials needed to maintain the
specified standard of cleanliness.
2.02 COMPATIBILITY:
Use only the cleaning materials and equipment which are compatible with the
surface being cleaned, as recommended by the manufacturer of the material or as
approved by the C; ty Engineer.
WELL #11-R ENCLOSURE
City of Lodi. California
PART 3.00 -- EXECUTION
3.01 PROGRESS CLEANJNG:
t�. General:
CLEANING
Section 01710 - Page 2
1. Retain all stored items in an orderly arrangement allowing
maximum access. not impeding drainage or traffic. and providing
the required protection ofmaterials.
2 Do not allow the accumulation of scrap, debris. waste material. and
other items not required for construction of this Work.
3. At least twice each month. and more often if necessary, completely
remove all scrap. debris. and waste material from the job site.
4. Provide adequate storage for all items awaiting removal from the
jab site. observing all requirements for Fire protection and
protection of the ecology.
a Site:
Daily, and more often if necessary. inspect the site and pick up all
scrap, debris. and waste material. Remove all such items to the
place designated for their storage.
2. Weekly. and more often if necessary, inspect all arrangements of
materials stored on the site; restack, tidy. or otherwise service all
arrangements to meet the requirements of paragraph 3.01-A-1
above.
3. Maintain the site in a neat and orderly condition at all times to the
approval cf the City Engineer.
C. Structures:
1. Weekly, and more often if necessary, inspect the structures and
pick up all scrap, debris and waste material. Remove all such
items to the place designated for their storage.
2. As required preparatory to installation of succeeding material.
clean the structures or pertinent portions thereof to the degree of
cleanliness recommended by the manufacturer of the succeeding
material, using all equipment and materials required to achieve the
required cleanliness.
D. Graffitti:
As directed by the City Engineer, promptly remove evidence of graffiti.
WELL #11-R ENCLOSURE
City cf Lodi. California
3.02 FINAL CLEANING:
A. Definition:
CLEANING
Section 01710 . Page 3
Except as otherwise specifically provided, "clean" (for the purpose of this
article) shall be interpreted as meaning the level of cleanliness generally
provided by commercial building maintenance subcontractors using
commercial quality building maintenance equipment and materials.
a General:
Prior to completion of the work, remove from the job site all tools. surplus
materials. equipment. scrap, debris and waste. Conduct final progress
cleaning as described in Article 3.01 above.
C. Site:
Unless otherwise specifically directed by the City Engineer. hose down all
paved areas on the site and all public sidewalks directly adjacent to the
site. Completely remove all resultant debris.
D. Structures:
1. Exterior:
Visually inspect all exterior surfaces and remove all traces of soil.
waste material. smudges. and other foreign matter. Remove all
traces of splashed materials from adjacent surfaces. If accessary to
achieve a uniform degree of exterior cleanliness. hose down the
exterior cC the structure. In the event of stubborn stains not
removable with water. the City Engineer may require light
swidblasting or other cleaning at no additional cost to the City of
Lodi.
E. Timing:
Schedule final cleaning as approved by the City of Lodi's Representati 'e
to the City of Lodi to accept a completely clean project.
3.03 CLEANING DURING CITY OF LODI'S OCCUPANCY
Should the City of Lodi occupy the Work or any portion thereof prior to its
completion by the Contractor and acceptance by the City cf Lodi. responsibilities
forthe interim and final ckaning of the occupied spaces shall be as determined by
the City Engineer in accordance with the General Conditions or the Contract.
END OF SECTION
DIVISION TWO - SITE WORK
WELL #11-R ENCLOSURE
Citv of Lodi, California
SECTION 02010 - SUBSURFACE CONDITIONS
PART 1.00 - GENERAL
1.01 DESCRIPTION:
SUBSURFACE CONDITIONS
Section 02010 - Pat1e 1
The Contractor shall visit the site and acquaint himself with all existing conditions.
Prior to bidding, bidders may make their own subsurface investigation to satisfy
themselves as to site and subsurface conditions: but such subsurface investigations
shall be performed only under time schedules and arrangements.
1.02 QUALITY ASSURANCE:
The City will provide testing and continuous inspection of work in connection
with excavating, filling, compaction. and grading. Readjust all requirements but
make no deviations fnan the Contract Documents without specific and written
approval of the City Engineer.
PART 2.00 - PRODUCTS
PART 3.00 - EXECUTION
Not Used.
Not Used.
END OF SECTION
WELL #I 1• R ENCLOSURE DEMOLITION. CLEARING. AND GRUBBING
City of Lodi, California Section 02100 - Page 1
SECTION 02100 • DEMOLITION. CLEARING. AND GRUBBING
PART 1.00 - GENERAL
1.01 DESCRIPTICN :
A. Work included:
Demolition, clearing. and grubbing required for this Work includes those
items so indicated on the drawings.
1. Dust control.
3. Removni of chain link fencing.
i.
Clearing. Grubbing site.
R Related work described elsewhere:
1. Excavating. tilling, and grading: Section 02210
C. Definitions:
The term "demolition. clearing. and grubbing", as used herein. includes the
removal of all existing objects (except for those objects designated to
remain) down to the existing ground level, plus such other work as is
described in this Section cF these Specifications.
1.02 QUALITY ASSURANCE
In addition to complying with all pertinent codes and regulations, comply with the
requirements of all insurance carriers providing coverage for this work.
1.03 JOB CONDMONS
A Dust Control:
Use all means necessary to prevent spread of dust during performance of
the work cf this Section. Thoroughly moisten all surfaces as required to
prevent dust being a nuisance to the public. neighbors. and concurrent
performance of other work on the site. The City will provide water for
dust control to the Contractor. There will be no charge for dust control
water.
R Burning:
On-site burning will not be permitted.
WELL #11-R ENCLOSURE DEMOLITION. CLEARING. AND GRUBBING
Citv of Lodi. California Section 02100 - Page 2
C. Protection:
Use all means necessary to protect existing objects designated to rcmnin
and. in the event cC damage, immediately make all repairs and
replacements necessary to the approval of the City Engineer and at no
additional cost to the City of Lodi.
PART 2.00 - PRODUCTS
2.01 EXPLOSIVES:
Do not use explosives on this Work.
2.02 OTHER MATERIALS:
All other materials. not speciriically dcscribcd but required for proper completion
of the work cf this Section. shall be as selected by the Contractor subject to the
approval cf the City Engineer.
PART 3.00 - EXECUTION
3.0L PREPARATION:
A Notification:
Notify the City Enyinecr at least two full working days prior to
commencing the work of this Section.
B. Site Inspection:
1. Prior to all work of this Section, carefully inspect the entire site
and all objects designated to be removed and be preserved.
2 Locate all existing utility lines and determine all requirements for
disconnecting and capping.
3. Locate all existing active utility lines traversing the site and
determine the requirements for their protection.
C. Clarification:
1. The Drawings do not purport to show all objects existing on the
site.
2. Before commencing the work cf this Section. verify with the City
Engineer all objects to be removed and all objects to be preserved.
WELL #11•11 ENCLOSURE DEMOLITION. CLEARING. AND GRUBBING
City of Lodi, California Section 02100 - Page 3
D. Scheduling:
I. Schedule all work in a careful manlier with all necessary
consideration for neighbors and the public.
E. Disconnection of utilities:
Before starting site operations. disconnect or arrange for the disconnection
of all utility services traversing the site and designated to remain.
F. Protection ofutilities:
Preserve in operating condition all active utilities traversing the site and
designated to remain.
3.02 DEMOLITION AND REMOVAL:
Demolish and remove all materials designated to be removed. and all other items
designated to be removed or necessary to be removed prior to construction of this
Work. Demolished materials shall be considered to be property of the Contractor
and shall be completely removed from the job site, with the exception of the
chain link fei,ce which shall be delivered to the City Municipal Service Yard by
the Contractor.
3.03 CLEARING AND GRUBBING
Grubbine:
Remove all surface rocks. turf and all stumps. roots and other vegetation and all
debris within the limits of construction.
3.04 SAFETY.
It shall be the contractor's responsibility to establish and implement all safety
measures during the demolition process. Any damage to the structure caused by
excessive demolition work shall be corrected by the contractor at no additional
cost to the City of Lodi.
3.06 REMOVAL OF DEBRIS:
Remove all debris from the site and dispose of all removed material legally.
Leave the site in a neat and orderly condition to the approval of the City
Engineer.
END OF SECnON
WELL # 11-R ENCLOSURE
City cf Lodi, California
EXCAVATING. TRENCHING.
FILLING. AND GRADING
Section 02210 -Page 1
SECTION 02210 - EXCAVATING. TRENCHING. FILLING. AND GRADING
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A Work included:
Excavating, trenching, filling. and grading required for this Work includes.
but is not necessarily limited to:
1. Excavating for footings and foundations:
2. Filling and backfilling to attain indicated grades:
3. Trenching and trench backfilling;
4. Rough and finish grading of the site.
R Related work described elsewhere:
1. Clearing, and grubbing: Section 02100
1.02 JOB CONDITIONS:
A- Dust control:
1. Use all means necessary to control dust on and near the Work and
on and near all off-site borrow areas if such dust is caused by the
Contractor's operations during performance of the Work or if
resulting from the condition in which the Contractor leaves the
site.
2. Thoroughly moisten all surfaces as required to prevent dust being
a nuisance to the public. neighbors. and concurrent performance of
other work on the site.
B. Protection:
1. Use all means necessary to protect all materials of this Section
before. during. and after installation and to protect all objects
designated to rcmnin.
2. In the event of damage, immediately make all repairs and
replacements necessary to the approval of the City Engincer and
WELL #11-R ENCLOSURE
Citv cf Lodi. California
EXCAVATING. TRENCHING,
FILLING. AND GRADING
Section 02210- Parc 2
at no additional cost to the City of Lodi.
1.03 CODES AND STANDARDS
In addition to complying with all pertinent codes and standards, all work shall be
performed and material provided to comply with applicable portions of City of
Lodi Standard Plans.
PART 2.00 - PRODUCTS
2.01 FILL MATERIAL:
A. Approval required:
All fill material shall be subject to approval ofthe City of Lodi's
Rcpresentataive.
B. Notification:
For approval of imported fillmaterial, notify the City Enginccr at least
four working days in advance of intention to import material. designate
the proposed borrow area. and permit the City Engineer to sample as
necessary from the borrow area for the purpose of making acceptance
tests to prove the quality of the material.
2.02 ON-SITE RLL MATERIAL:
All on -sire fill material shall be soil or soil -rock mixture which is frce from organic
matter and other deleterious substance. It shall contain no rocks or lumps over
three inches in greatest dimension. Engineered fill R value = 40, Plasticity index
S, passing the #4 sieve 100%. passing the #200 sieve 3% maximum. All import
shall be first approved by the City Engineer.
2.04 TRENCH AND STRUCTURAL BACKFILL:
A- On-site fill material.
All on-site fill material used for trench and structural backfill shall meet
the requirements cf Article 2.02 abovc.
B. Imported material:
All imported material used for trench and structural backfill shall meet the
requirements of Article 2.02 above.
WELL #11-R ENCLOSURE
City of Lodi, California
'.05 0-111ER IMA,I-ERIAL.S_
EXCAVAI'ING. TRENCHING.
FILLING. AND GRADING
Section 02210 - Pae
All other materials, not specifically described but required for proper completion
of the work of this Section. shall be as selected by the Contractor subject to the
approval of the City Engineer,
PAR']' 3.00 - EXECUTION
3.01 GENERAL.:
A. Fain iIi:irization:
Prior to all work of this Section. become thoroughly familiar with the site.
site conditions. and all portions of' the Work falling within this Scction.
B. Backfilling prior to approvals:
Do not allow or cause any of the work performed or installed to
be covered up or cncloscd by work of this Section prior to all
required inspections. tests and approvals.
2. Should any of the work be so cncloscd or covered up before it has
bccn approved. uncover all such work at no additional cost to the
City of Lodi.
3. after the work has bccn completely inspected, tested, and
approved, make all repairs and mplacements necessary to restore
the work to the condition in which it was found at the time of
uncovering, all at no additional cost to the City of Lodi.
3.02 FINISH ELEVATIONS AND LINES:
The City of Lodi will provide surveying to set line and grad:: elevations. Notify
the City Engineer four (a) working days in advance of time lines and grades are
to be set.
3.03 EXCAVATING:
A- Depressions resulting from removal of' obstructions:
Where depressions result from, or have resulted from, the removal
of surface or subsurface obstructions, open the depression to
equipment working width and remove all deb, is and soft material
WELL #11-R ENCLOSURE
Citv of Lodi. California
as directed by the City Engineer.
B. Excavating for structures:
EXCAVATING, TRENCHING.
FILLING, AND GRA, DING.
Section 02210 - PaCe 4
1. Conform to elevations and dimensions shown within a tolerance of
0.10 ft.. and extending a sufficient distance from footings and
foundations to Kermit placing and removing concrete formwork.
installation of services, other construction required, and for
inspection.
.. In excavating fir footings and foundations. take care not to disturb
bottom of excavation:
it. Excavate by hand tools to final grade just bctore: concrete
is placed.
b. Trim bottoms to required lines and grades to leave solid
base to receive concrete.
_,. Excavate for I'(x)tings and foundations only after general site
excavating. Filling and grading arc complete.
C. Excavating for concrete curb. gutter. sidewalk avid drivewaN-s:
Cut surface under concrete curb. gutter. sidew ilk and drivc%vays to comply
with cross sections. elevations and grades.
3.04 PREPARATION OF SUBGRADE:
A. Scarifying:
After excavating as described for under footings and adjacent walks
and slabs. secure the inspection and approval of the City Engineer
rind then compact to 95% relative compaction.
2. Under all exterior concrete slabs, pavement, walks, curbs and
gutters compact to 90% maximum dry density to a depth of at least
(8) eight inches (12" ) commercial driveway).
3. Subject to the approval of the City Engineer, rock encountered in
the excavation may be broken into pieces not larger than three
inches in maximum dimension and be incorporated in the till
material.
WELL #111 -R ENCLOSURE
City of Lodi. California
EXCAVATING, 7 RENCI-ZING,
FILLING. AND GRADING
Section 02210 - Page 5
4. Remove from the site all rock larger than three inches in maximum
dimension. Rocks and stones larger than V.• inch in maximum
dimension will not be permitted within the top 12 inches of'
tinishcd grade in those areas outside of building and pa -f -d arcus.
C. Compaction. general:
Compact each soil la�ler to at least the specified minimum degree: repeat
compaction process until plan grade is attained.
D. Degree of compaction:
Compact all fill and backfill material to at mast 90% maximum dry
density. Arcas under block walls compact to 95% maximum dry
density.
2. Percentage of compaction indicated ahovc shall be that percentage
of maximum dry density obtainable by the ASTM designation
D1557-70 method of compaction.
E. Dcgrcc of compaction:
Compact all till and backfill material to at Fast W% maximum dry
density. Areas under block walls compact to 95% maximum dry
density.
3. Pcrcentagc of compaction indicated above shall he that percentage
of maximum dry density obtainable by the ASTM designation
D1557.70 methyl of cornpaction.
F. Flooding and jetting:
Compaction by Ilooding and jetting is expressly prohihitcd.
3.05 GRADING:
A- General:
Except as othem,ise directed by the City Engineer, perform all rough and
finish grading required to attain the elevations indicated on the Drawings.
WELL #11-R ENCLOSURE
Citv of Lodi, California
B. Grading tolerance:
EXCAVATING. TRENCHING.
RLLING. AND GRADING
Section 02210 - Pace 6
Rough grade:
Building areas: Plus or minus 0.1 foot
2. Finish grade: Plus or minus 0.05 foot
C. Treatment after completion of grading:
i. After grading is completed and the City Engineer has finished his
inspection, permit no further excavation. filling. or grading except
with the approval of and inspection of the City Engineer.
2. Use all means necessary to prevent the erosion cf freshly graded
areas during construction and until such time as permanent
drainage and erosion control measures have been installed.
3.06 TRENCHING:
t�. General:
1. Perform all trenching required for the installation of items where
the trenching is not specifically described in other Sections of these
Specifications.
a. Make all trenches open vertical construction with sufficient width
to provide free working space at both sides of the trench and
around the installed item as required for caulking. joining.
backfilling. and compacting.
B. Depth:
1. Trench as required to provide the elevations shown on the
Drawings.
2. Where elevations arc not shown on the: Drawings. trench to
sufficient depth to give a minimum of 18 inches of fill above the
top of the pipe measured from the adjacent finished grade.
C. Correction of faulty grades:
Where trench excavation is inadvertently carried below proper clevation,
backfill with approved material and then recompact to provide a firm and
unyielding subgrade and/or foundation to the approval of the City
Engineer and at no additional cost to the City of Lodi.
WELL #11-R ENCLOSURE-
City
NCLOSURECity of Lodi. California
D. "I*rcnch bracing:
EXCAVA-FING,TRENCIIING.
FILLING, AND GRADING
Section 02210 - Paue 7
Properly support all trenches in strict accordance with all pertinent
rules and regulations.
E. Grading and stockpiling trenched material:
1. Control the stockpiling of trenched material in a manner to
prevent water running into the excavations.
3. Do not obstruct the surface drainage but provide means whercb}
storm and waste waters are diverted into existing gutters. other
temporary drains. or surface drains.
3.07 BACKFIL FOR PIPES:
Place backfill in lavers which will compact to six inches maximum. concurrently on
both sides of trench. Thoroughly compact Inch layer with mechanical tampers
after bringing to required moisture content. Compaction by flooding is expressly
prohibited.
3.08 BORROW PITS:
Do not make borrow pits on the site.
3.03 SURPLUS EARTYI ?MATERIAL:
Stockpile all surplus earth, not needed to complete tilling and grading. outside the
limits of work as directed by the City Engineer. Contractor shall remove and
dispose cf all surplus earth not required for the Work.
3.10 INADEQUATE SOIL CONDITIONS:
The adequacy of all soil hearing value shall he dctcrmincd by the City Engineer.
Should soil of inadequate density rind bearing capacity be encountered at the
elevations shown on the Drawings, and where new till is to be placed upon loose
existing fill material exposed by excavation, carry the excavation to the depth
required to attain soil of bearing quality as dctcrmincd by the City Engineer.
3.11 CLEAN UP:
Upon completion of the work of this Section. remove all rubbish trash. and debris
resulting from operations. Remove surplus equipment and tools. Leave the site
in a neat and orderly condition acceptable to the City Engineer.
EVD 0F SECI'I0N
WELL #1I -R ENCLOSURE
Citv of Lodi, California
SECTION 02700 . CHAIS LINK FENCING
PART 1.00 - GENERAL
1.01 DESCRIPTION:
CIIA14N LINK FENCING
Se,tion 02700 - Page 1
Chain link fencing required foi this Work is indicated on the Drawings and
includes. but is not necessarily limited to, posts. braces. fencing material.
1.02 QUALITY ASSURANCE:
For actual installation of chain link fencing use only personnel completcly
trained and experienced in installation of the approved materials and thoroughly
familiar with the original design and the approved Shop Drawings.
1.03 PRODUCT HANDLING:
A. Protection:
Use all means necessary to protect chain link fencing materials. before.
during. and after installation and to protect the installed work and
materials of all other trades.
B. Replacements:
In the event ofdamaee, immediately make all repairs and replacements
necessary to the approval ot'the City Engineer and at no additional cost to
the City of Lodi.
1.04 SHOP DRAWINGS:
Within 35 days of the award ot'contract and before any chain link fencing has
been fabricated and delivered to the job site. submit complete shop drawings of
the proposed installs 'on prior to fabrication in accordance with the General
Provisions.
PART 2.00 - PRODUCTS
2.01 CHAIN LINK FENCING:
All chain link fencing and associated material shall be to the dimensions. design.
and arrangements indicated on the Drawings. Unless otherwise shown on the
Drawings or in these Specifications. miscellaneous details shall be in accordance
with Cal Trans Standard Plan F-10.
WELL #11-R ENCLOSURE
City of Lodi. California
CHAIN I -INK FENCING
Section 027700 - Page 2
C. Top Rail & Braces all 1-1:2" Pipe (1.00" o.d.) 2tA)
D. Fencing shall be 6 ft. high and 8 it. high %%-here shown on the Dr;lwin!_s.
E. Terminal posts shall he 4 in.. 9.10#14ft.
F. Line posts shall he 2-12 in.. 3.ci5 #-ft.
G. Top rail shall be 1-5/8 in.. 2.27#'ft.
H. Tension wire: 9 ga.
I. Footings:
1. 12" Diameter x36" deep (0' 6' high and 4S" deep iii S' high fence:
2500 psi.
G. Fencing fabric: 11 ta. '_" mesh, knuckled salvage top and bottom.
H. Fittings shall be galvanized ste'e'l.
PART 3.00 - EXECUTION
3.01 SURFACE CONDITIONS:
A. Inspection:
1. Prior to all Work of this Section. carefully inspect the installed
Work of all other trades and !crlfv that all such work is complete t o
the point where this installation may properly commence.
Minimum
Fence lit.
Material
Load
A. Line Posts (i
I -1/2" Pipe
(1.90 o.d.)
155
S'
2" Pipe
(2375" o.d.)
2 70
B. End. Latch &
Corner posts 0,
2" Pipe
(2-375" o.d.)
270
�•
_- If'" pipe
( ,.s / s,, o.d.)
Jtx)
C. Top Rail & Braces all 1-1:2" Pipe (1.00" o.d.) 2tA)
D. Fencing shall be 6 ft. high and 8 it. high %%-here shown on the Dr;lwin!_s.
E. Terminal posts shall he 4 in.. 9.10#14ft.
F. Line posts shall he 2-12 in.. 3.ci5 #-ft.
G. Top rail shall be 1-5/8 in.. 2.27#'ft.
H. Tension wire: 9 ga.
I. Footings:
1. 12" Diameter x36" deep (0' 6' high and 4S" deep iii S' high fence:
2500 psi.
G. Fencing fabric: 11 ta. '_" mesh, knuckled salvage top and bottom.
H. Fittings shall be galvanized ste'e'l.
PART 3.00 - EXECUTION
3.01 SURFACE CONDITIONS:
A. Inspection:
1. Prior to all Work of this Section. carefully inspect the installed
Work of all other trades and !crlfv that all such work is complete t o
the point where this installation may properly commence.
WELL #I I -K ENCLOSURE
City of Lodi. California
CHAIN LINK FENCING
Section 02700 - Page 3
2. Verity that chain link fencing and gates may he installed in strict
accordance with the ori<uinal design and the approved Shap
Drawings.
R Discrepancies:
1. In the event of discrepancy, immediately notiry the City Engineer.
2. Do not proceed with installation in areas of discrepancy until ail such
discrepancies have been fully resolved.
3.02 INSTALLATION:
Install all chain link fencing and antes in strict accordance with the original
design and the approved Shop 17rn%Yinus. anchoring all components firmly for
long lire under hard use and in accordance -with the manufacturer's published
recommendations.
END OF SECTION
DIVISION THREE - COI`: CRETE
WELL #I i -R ENCLOSURE
City of Lodi, California
SECTION 03100 - CONCRETE
PART 1.00 - GENERAL
1.01 DESCRIPTION:
CONCRETE
Section 03100 - Pace I
A. Furnish and install all reinforcement and associated items required and/or
indicated on the Drawings for all cast -in-place concrete.
B. Cast -in-place concrete required for this work is indicated on the Drawings.
but is not necessarily limited to:
Footings and foundations:
2. Exterior flat work. curb & gutter.
1.02 QUALITY ASSURANCE
A. Qualifications cf workmen:
Provide at least one person who shall be present at all times during
execution cC this portion cC the Work and who shall be thoroughly familiar
with the type of materials being installed, the referenced standards. and
the requirements of this Work. and who shall direct all work performed
under this Section.
B. Codes and standards:
1. In addition to complyine with al, pertinent codes and regulations.
comply with all pertinent recommendations of "Structural Concrete
for Buildings", publication ACI 301-72. latest edition, of the
American Concrete Institute.
2. Where provisions of pertinent codes and standards conflict with
this Specifications, the more stringent provisions shall govern.
C. Testing:
The City Engineer will take concrete cylinders for testing during
placement. The City of Lodi will provide testing. In the event the
concrete samples fail to meet minimum standards. the Contractor shall be
responsible for replacing substandard concrete at no additional expense to
the City of Lodi.
WELL #11-R ENCLOSL'RE
Citv of Lodi. California
1.03 TRANSIT -MIX DELIVERY SLIPS:
VE
CONCRETE
Section t)BItN) - Page —'
A Keep a rccord at the job site showing time and place of each pour cit
concrete. together ulth transit -mix delivery slip certifying, contents of the
pour.
B. Make the record available to the City Enuineer 1"Or his inspection upon
request.
C. Upon completion of this portion of the Work. deliver the record and the
delivery slips to the City Engineer.
PRODUCT HANDLING:
A. Protection:
Use all means necessary to protect cast -in-place concrete materials before.
during and after installation and to protect the installed %%ork and
materials of all other trades.
B. Replacements:
In the event of damage. immediately make all repairs and replacements
necessary to the approval of the City Engineer and at no additional cost to
the City of Lodi.
PART 2.00 - PRODUCTS
2.01 FORM MATERIALS:
Form lumber:
All form lumber in :.ontact with exposed concrete shall he new except as allowed
for re -use of forms in Part 3.00 of this Section of these Specifications. If clean.
neat lines can be cut. the Contractor may pour against undisturbed earth with
prior approval cC the City Engineer. If any sloughing or caving of material occurs.
both front and hack forms may be required.
2.02 CONCRETE REINFORCEMENT:
All concrete reinforcement materials shall he new. 1'ree from rust. and complying
with the following reference standards:
WELL #I I -R ENCLOSURE CONCRETE
Citv of Lodi. California Section 031(X) - Page 3
A. Bars for reinforcement:
"Specifications for Deformed I3iIlet-Steel Bars :or Concrete
Reinforcement", ASTN! A-() 15, #5 Bars and smaller, Grade -it) #t,: Bars
and lareer. Grade 60.
B. Wire for reinforcement:
"Specifications for Cold -Drawn Steel Wire for Concrete Reinforcement".
ASTM A -S2.
C. Wire fabric:
"Specifications for Wire Fabric for Concrete Reinforcement". ASTM A-
185.
D. All reinforcement shall he cleaned of dirt, rust, grease, loose scale and arra
other substance that may prevent concrete bonding.
2.03 CONCRETE:
A General:
1. All concrete. unless other -wise specifically permitted by the City
Engineer, shall be transit -mixed in accordance with ASTNI C-94
2. The control of concrete production shall be under supervision of a
rccoenized tcstinQ laboratory, selected and paid for by the
Contractor as described in Section 014(X) of these Specitications.
who shall design the mixes.
B. Quality:
1. :'Ill concrete shall have the following minimum compressive
strengths at 28 days and shall be proportioned within the following
limits:
Min.
Mi Min. sacks Max
Location of (a 28 Max. size of cement/ slump in
Concrete: da% -s Aeerecate: CU, Y 1.: Inches
Footings;
grade beams.
& pedestals: 'S(X) 1.12 inch 5.25 a
WELL #I I -R ENCLOSE RE
Citv of Lodi. California
Exterior
slabs and
sire work: 4 inch
CONCRETE
Section 031M - Page 4
.7 Concrete that is subject to freezing temperatures -,,,'title wet shall
have a water -cement ratio not cxcccdine six gallons per sack and
Shall contain entrained air,
C, Cement:
All cement shall be Portland cement contormtng to ASTM C-1-50, 1�.pe 11.
except type V for all concrete in contact with earth, and shall he the
product ofone manufacturer, the temperature cit cement delivered to the
plant shall not exceed 150 deerces F.
D. Aggregates:
1. All aggregates shall conform to ASTM C-33, except as modified
herein.
2. Coarse aggregate shall have a minimum cleanliness value of 75 as
determined by State of California Test Method 227-E.
3. Fine aggregate shall have a minimum of sand equivalent of 75 as
determined by State of California Test !Method 217-1.
4. A_L'eregates for exposed aggregate finish shall be "California Gold"
coloration.
E. Water:
All water shall be clean and free from deleterious matter
2.04 OTHER MATERIALS:
All other materials. not specifically described but required for proper completion
of concrete formwork. shall be as selected by ncc Contractor subject to the
advance approval of the City Engineer.
WELL #II -R ENCLOSURE
Citv of Lodi. California
PART 3.00 - EXECUTION
=.01 SURFACE CONDITIONS:
Inspection:
CONCRETE
Section Wl I(H) - Pace ;
Prior to all work of this Section. carefully inspect the: installed work of all other
trades and verify that all such work is complete to the point where this installation
may properly commence.
3.02 CONSTRUCTION OF FORMS:
A. General:
Construct all rcquircd forms to be substantial. sufficiently tight to
prevent leakage of mortar. and able to withstand excessive
dcticction with wet concrctc.
3. Make proper provision for all openings. offsets, recesses,
anchorage, blocking, and other features of the Work as shown or
rcquircd.
3. Forms previously used shall be thoroughly cleaned bcl'ore reuse.
Before concrctc is placed within any form. all inside surfaces of the
forms shrill be thoroughly coated with an approved oil.
B. Embedded items:
Set all rcquircd steel frames, ancles, grilles, bolts. inserts, and other such
items rcquircd to be anchored in the concrctc' before the concrctc is
placed.
C. Bracing:
t. Properly brace and tic the forms togcthcr so as to maintain
position and shape and to ensure safety to pe.sonnel.
2. Construct all bracing. supporting meml�c:rs, and centering of ample
size and strength to safely carry. without excessive dcticction. all
dead and live loads to which they may he subjected.
3. Properly space the forms apart and securely tic them togcthcr.
usins metal spreader tics that give positive tieing and accurate
spreading.
%YELL #11-R ENCLOSURE
Citv of Lodi. California
CONCRETE
Section 031(X) - Pace ti
D. Wetting:
Keep fame sufficiently %%-cited to prevent joints opentnl; up hefore
concrete is placed.
3.03 BENDING REINFORCEMENT
A. General:
1. Fabricate all reinforcement in strict accordance with the approved
Shop Drawings.
2. Do not use bars with kinks or bends not shown on the Drawings
or on the approved Shop Drawings.
3. Do not bend or straighten steel in a rnanncr that will injure the
material.
B. Design:
1. Bend all bars cold.
2. Make bends for stirrups and tics around a pin having a diameter
not less than two time the minimum thickness of the hair.
3. Make bends for other bars, including hooks, around a pin having;
diameter not 1= than six tirne the minimum thickness of the bar
for #8 and smaller and eight times the thickness of the bar for #1)
and larger.
3.04 PLACING REINFORCEMENT
A. General:
Before the start of concrete placement. accurately place all concrete
reinforcement. positively securing and supporting by concrete blocks. metal
chairs or spacers. or by metal hangers.
B. Clearance:
1. Preserve clear space between bars of not less than one time the
normal diameter of round bats.
2. In no case let the clear distance be less than 1 inch or less than I-
11.3 times the maximum size of aggregate.
WELL #I 1-R ENCLOSURE CONCRETE
City of Lodi, California Section 03100 - Page 7
3. Provide the following minimum concrete covering of
rcinforccrncn t:
a. Concrete below ground Two inches
deposited against forms:
b. Concrete deposited against Three inches
earth:
C. Concrete elsewhere: As indicated on the
Drawings or othcrnvise
approved by the City
Engineer.
C. Splicing:
1. Horizontal bars:
a. Place bars in horizontal members with minimum laps at
splices sufficient to develop the strength of the bars.
b. Ban may he wired together at laps.
C. Wherever possible, stagger the splices of adjacent bars.
d. Splice 40 bar diameters minimum.
2. Wire fabric:
Make all splices in wire fabric at least 1-1/2 meshes wide.
3. Other splices:
Make only those other splices that arc indicated on the approved
Shop Drawings or specifically approved by the City Engineer.
D. Dowels:
Place all required steel dowels and securely anchor them into position
before the concrete is placed.
E. Obstructions:
In the event conduits. piping.inserts, sleeves. or any other items interfere
with placing reinforcement as indicated on the Drawings or as otherwise
WELL #11-R ENCLOSURE CONCRETE
Citv of Lodi. California Section 031M - Paue 8
required. immediately consult the City Engineer and obtain approval of
new procedure before placing concrete.
3.05 PLACING CONCRETE:
A. Notification:
Notify the City Engineer at least 48 hours before placing concrete.
Concrete shall not -be placed without the approval of the City Engineer.
Placing concrete without notifying the Engineer may he reason for
rcjection'of the work.
B. ;Method:
Prior to placing concrete. the subgrade and inside face of forms
shall be thoroughly wetted as the City Engineer may direct.
2. Concrete shall not be deposited when it appears likely that the: air
temperature may fall below 40' F during the placing cf concrctc or
within the following 24 hours. unless special approval has been
received 1'rom the Engineer prior to placing of concrete. Concrete
which, in the opinion of the Engineer. has bcsn damaged by
freezing shall be removed and replaced.
3. Convey concrete from mixer to place of final deposit by methods
that will prevent separation and loss of materials.
4. Place concrete as dry as possible consistent with e;(x)d
workmanship. never exceeding the maximum specified slump.
C. Compaction:
1. Thoroughly consolidate all concrete by suitable means during
placement. working it around all embedded fixtures and into
corners of forms.
2 During placement. thoroughly compact the concrete by hand
tamping and by mechanical vibration.
D. Acceptability:
Do not use retempered concrctc or concrete that has been contaminated
by foreign materials.
WELL #11-R ENCLOSURE
Citv of Lodi. California
3.06 CONSTRUCTION JOISTS:
A Location:
CONCRETE
Section 011M) - Paee 9
Make and locate construction joints so as to not impair the strength of the
structure.
R Approval:
Obtain the City Engineer's approval of location of all construction joints
and control joints in the Work prior to start of concrete placement.
3.07 LEVELING AND FMISHIM:
A. General:
Tamp slabs with a jitterbug to depress the rock. and then punch-
tlom with a bullfloat as necessary.
z. Take care that the wet slab meets the screeds accurately and docs
not rise above or lower below them.
B. Finishine:
1. Unless otherwise indicated on the Drawing. make all slabs even
and uniform in appearance and. where no slope is required. level
within plus or minus 1;,S inch in ten feet.
a. Tolerances: Dimensional tolerances for concrete work are listed
below, Work done outside of these tolerances will he rejected by
the Engineer.
it. Curb, Gutter, Sidewalk Thickness: Up to 1/4" below
specitied thickness.
b. Flow Line: Puddles shall not exceed 1/4 inch in depth, 6
inches in width or 10 feet in length. Grinding in excess of
1/2 inch in depth and the use of epoxy fillers are not
acceptable.
C. Sidewalk Crossfall: Total crossfaii on 5 -foot sidewalks
shall be within 1/2 inch of desien.
3. After steel troweling, apply it light groom finish to concrete slabs
at sidewalks.
WELL #lI-R ENCLOSURE CONCRETE
City of Lodi. California Section 03l(?0 . Page 10
-i. :apply an exposed aggregate finish at walks and driveways when
designated on the Drawings.
C. Weakened Plane: Joints:
Score joints shall be formed in the fresh concrete using a jointer to cut the
groove so that a smooth uniform impression is obtained. All joints shall
be struck before and artcr broomin-e. Conform to requirements of the
City Standard Plans.
D. Expansion Joints and Edging:
Expansion joints shall be formed provided at the location and intervals as
shown on the plans and at all locations where concrete paving abuts
buildings. or other permanent vertical structures. Approved joint materials
shall be placed with top edge 1!4" below the paved surface and shall b,--
formed
eformed in the fresh concrete using an edging tool to provide a smooth
uniform impression. All edges shall be struck before and atter brooming.
After the curing period, expansion joints shall be carefully cleaned and
filled with approved backer rod and joint compound flush with the; paved
surfaces or overflow from joint.
3.08 CURING:
Concrete cure shall be accomplished by either the water, pigmented curing
compound or waterproof mcmbrnnc method. White pigmented curing compound
shall not be used on exposed surfaces,
3.09 HOT WEATHER REQUIREMENTS:
A. Placement:
1. Do not use concrete with a placing tcmpernturc that will cause
difficulty from loss of slump. Ilash set, or cold joints.
2 Maintain a concrete temperature during placement of less than 90
degrees F.
3. Use all means necessary to avoid drying the concrete prior to
finishing operations.
a Protection:
Provide and use all required windbreaks, sunshades, fog sprays, and other
devices to protect the concrete.
WELL #11-R ENCLOSURE
City of Lodi. California
3.10 DEFECTIVE WORK:
A Inspection:
COSCRETE
Section 031M - Pace 11
Immediately after forms and curing rncrnbrancs have been
removed. inspect all concrctc surfaces and patch all pour joints.
voids. rock pockets. form tic holes. and other imperfections before
the concrctc is thoroughly dry.
s• Removc and replace all defective concrctc. Defective concrete
shall be judged as any poorly placed concrctc that is below levels
of acceptable quality set by the City of Lodi prior to
commencement of Work.
END OF SECTIOS
DIVISION FOUR - MASONRY
WELL #I 1-R ENCLOSURE
City of Lodi, California
SECTION 04200 -CONCRETE u.mT %1A50�RY
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A. Work included:
COSCRETE UNIT MASONRY
Section 042(X) - Page 1
Concrete unit masonn, required for his Work is indicated on he
Drawings.
B. Related work described elsewhere:
1. Concrete Section 011(X)
1.02 QUALITY ASSURANCE:
A. Qualifications of workmen:
1. For the actual cutting and placing of concrete masonry units. use:
only skilled journey -level masons who arc thoroughly experienced
with the materials and methods speciliea and thoroughly familiar
with the design rcyui.rements.
2. In acceptance or rejection of instnllcd concrete masonry units. no
allowance will be made for lack of skill on the part of workers.
3. Provide one skilled journey -level mason who shall be present at all
times during execution of the work of this Section and who shall
personally direct the execution of this portion of the Work.
B. Codes and standards:
In addition to complying with all pertinent codes and regulations. comply
with the standards ofmnsonry installation described in "Concrete Block
Masonry Inspectors' Manual" published by the Technical Committee of
the California Concrete Masonry Manufacturers Association.
1.03 SUBMITTALS:
A. Samples:
Within thirty -live (35) days after award of Contract. and before ar.y
concrete unit masonry materials arc delivered to the job site. Submit one
Sample of each proposed concrete masonry unit to the City Engineer for
approval in accordance with the General Provisions,
WELL #1 1-R ENCLOSURE
Citv of Lodi. California
B. Certification:
CONCRETE UNITMASONRY
Section 04200 - Page 2
Prior to delivery of concrete unit masonry to the job site. deliver to the
City Engineer a letter from the manufacturers of the concrete masonry
units certifying that all such concrete masonry units delivered to the job
site arc in strict contbrmmcc with the provisions of this Section of these
Specifications.
1.4 PRODUCT HANDLING:
A. Protection:
Use all means necessary to protect the materials of this Section before.
during, and after installation ;,.nd to protect the installed work and
materials of all other trades.
B. Replacements:
In the cvent of damage. immediately make all repairs and replacements
necessary to the approval of the City Engineer and at no additional cost to
the City of Lodi.
PART 2.00 - PRODUCTS
2.01 CONCRETE BLOCKS:
A. Manufacturcrs:
Manufacturcrs for masonry units are specified below and need no other
approval as to manufacturer. Equivalent products of other manufacturers
may be submitted for approval by the City Engineer pLior to bid opening.
Submittals for substitutions shall include a full colored sample of the
substituted material. Submittals will not be accepted after seven (7)
working days before the bid.
Q. General:
Concrete blocks shall be Grade A units. split -face and precision as
scheduled on the drawings. conforming to the ASTNI Designation C-90 on
project as manufactured by Basalite. Splitface Blocks shall be Basalite D-
325. Precision units shall be natural grey.
C. Brick:
Brick shall be Muddox #1230 Mountain Rose, Jumbo 3-112 0-1P x 11-1/2
solid where shown on the Drawings.
WELL #11-R ENCLOSURE
City of Lodi. California
a Shrinkage:
CONCRETE UNIT MASONRY
Section 04200 - Page 3
Shrinkage c>f standard concrete blocks shall not exceed the amount
recommended in AS7A1 C-426.
E. Water content:
At the time of delivery to the job site. concrete masonry units shall
have a value. in %vet:ht of contained water. of not more than 35 0
of the fully saturated content for the unit tested.
2. Ship all units from the factory. and store at the job site. %%'Nth all
necessary protection to prevent increase of water content from
rain and other sources.
E Certification:
Certification required by Article 1.03-B of this Section of these
Specifications shall show results of tests made not more than t%velve
months prior to delivery of concrete masonry units to the job site. shall
prove compliance with the specilied values and shall certify that the mix
design, yield per batch. and curing procedures for the units delivered to
the job site are equal to those submitted for the test.
2.02 MORTAR:
All mortar for concrete block shall conform with ASTM C-476, 1500 psi in 28
days, and shall consist of one part portiand cement by volume. 1/4 to 12 part
hydrated lime. and four parts of damp, loose sand, plus water, and with color to
be selected by the City Engineer.
2.03 REINFORCEMENT STEEL:
All reinforcement steel required for concrete masonry units shall be the type and
quality specified for cast -in-place concrete in Section 031(x) of these
Specifications.
2.04 GROUT
All grout shall be transit -mixed in accordance with ASTMC-94 and shall consist of
one part portiand cement. 2.12 parts sand. two parts pea gravel. and adequate
water to produce s concrete of approximately ten inches slump. and shall have an
ultimate compressive strength of at least
2000 psi in 28 days.
WELL # 11-13 ENCLOSURE CONCRETE L;NIT MASONRY
Citv of Lodi, California Section 042(X) - Pace 4
105 ADMIXTURES FOR GROUT:
Use "Suconem GA". or an equal approved in advance by the City Engineer. in all
gout for high -lift. 1'011owinL manul'acturcr's recommendations as approved by the
City Engineer.
2.06 OTHER MATERIALS:
All other materials, not specifically described but required for a complete and
proper installation ofconcrete unit masonry. shall be as selected by the
Contractor subject to the approval of the City Engineer.
PAHT 3.00 - EXECUTION
3.01 SURFACE CONDITIOSS:
A. Inspection:
Prior to all work of this Section. carefully inspect the installed
work of all other trades and verify that all such work is complete
to the point where this installation may properly commence.
J. Verifv that concrete unit masonry may be completed in strict
conformance with all pertinent codes and regulations, the
referenced standards, and the original design.
B. Discrepancies:
In the event ofdiscrcpnncy. immediately notily the City Engineer.
2. Do not proceed with installation in areas of discrepancv until all
such discrepancies have been fully resolved.
3.02 COORDINATION:
Carefully coordinate with all other trades to ensure proper and adequate interface
of the work of other trades with the work of this Section. The masonry
contractor shall be responsible for installing all below slab rebar for his block
warn.
3.03 MIXING MORTAR:
A- General:
1. Use a mechanical mixer ofone sack minimum capacity. Use
measuring box forall volume measurements.
WELL #11-11 ENCLOSURE
City of Lodi. California
COSCRETE UNIT MASONRY
Section 04200 - Page
Z. Mix mortar at bast thrce minutes ;it'wr all materials have been
added.
3. Mix only as much mortar as can he used in one hour anter water
has been lust mixed into the match.
B. Retempering:
Do not retemper mortar.
3.04 INSTALLATION:
A. General:
1. Lav up all walls in bond to match existing. plumb. level. and true
to the lines and dimensions in3ic;itc.d on the Drawings.
2. Do cot use chipped or broken units. If any such units are
discovered in the tinishcd wall. the City Engineer may require their
immediate removal and replacement with new units at no
additional cost to the City of Lodi.
B. Dampening:
I. Store all masonry units on the job so that they arc kept off the
ground and protected from the rain.
2. Wetting the units shall not he permitted except when hot and dry
weather exists causing the units to he warm to the touch. and then
the surface only may he wetted with a light fog spray.
C. Laying up:
I. Place all units in mortar with full shoved bed and head joints.
2. Align all vertical cells to maintain a clear. unobstructed system of
flues.
3. Hold racking to an absolute minimum.
4. Provide cleanouts at the bottom of each cell for removing mortar
droppings. Do not close the cleanouts until they have been
inspected and approved by the City Engineer.
5. Lay all split .[*ace concrete block with split side to the sheet side of
the enclosure.
WELL #11-R ENCLOSURE
Citv of Lodi. California
COtiCRETE UN MASONRY
Section 042(X) - Pace 6
D. Reinforcement:
1. Install all reinforcement as indicated on the Drawings.
2. Fully embed reinl'orcement in grout. not in mortar or mortar joints.
3. Furnish and install a!1 required metal accessories to ensure
accurate alignment est steel during grout tilling operations.
E. Tooling:
Too! all joints to a dense. smooth surface. thick.
3.06 GROUTING:
A. General:
Perform all grouting in strict accordance with the provisions for highlift
grouting as described in Section 2315 C of the Uniform Building Code.
1979 edition.
B. Timing:
Do not grout until masonry has cured at least 24 hours.
C. Consolidatwn:
Consolidate all grout at time of pouring by puddling with a mechanical
vibrator. l'iliing all cells of the masonry. and then reconsolidating Etter by
puddling before the plasticity is lost.
3.06 CLEANING UP:
A. General:
Clean mortar from block each day. Block shall be free from excess mortar
at joints during lay-up and tooling.
B. Inspection and adjustment:
Upon completion of the work of this Section. inakc a thorough inspection
of all installed concrete unit masonry and verify that all units have been
installed in accordance with the provisions of this Section. Make all
necessary adjustments.
WELL #11-11 ENCLOSURE
Mr cf Lodi. California
C. Cleaning:
CONCRETE UNIT MASONRY
Section 0420) - Page 7
I. Clean all surfaces of concrete unit masonry as required for proper
application cf the specified finishes.
z. Upon completion of the work of this Section. promptly remove
fmn the job site all mortar droppings, broken units. debris arising
from the Work of this Section. and all tools and equipment of this
Section. leaving all areas in a neat and orderly condition t o the
approval of the City Engineer.
END OF SECTION
DIVISION FIVE - METALS
WELL #11-R ENCLOSURE
City of Lodi. California
SECTION 05100 - STRUCTURAL STEEL
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A. Work included:
STRUCTURAL STEEL
Section 05100 - Page 1
Structural steel required for this Work is indicated on the Dray+ines and
includes. but is not necessarily limited to:
1. Columns:
a. Structural steel accessories:
3. Bases.
B. Related work described elsewhere:
1. Concrete reinforcement: Section 03200
2 Miscellaneous metal, Section 05500
1.02 QUALITY ASSURANCE:
A. Qualifications of suppliers and personnel:
1. The stce! fabricator shall have not less than Live years continuous
experience in the fabrication of structural steel.
2. The steel erector shall have not less than live years continuous
experience in the erection of structural steel.
3. Alt welding shall be performed by operators who have been
recently qualified as prescribed in "Qualifications Procedure" of the
American Welding Society (except forwelds which do not carry
calculated stress), and welding shall be performed only under local
Fire Marshal permit.
R Codes and standards:
In addition to complying with all pertinent codes and regulations, comply
with:
WELL #11-R ENCLOSURE
City cf Lodi, California
STRUCTURAL STEEL
Section 051(x) - Page 2
"Specitications for Design. Fabrication. and Erection of Structural
Steel for Buildings" of the American Institute of Steel Construc-
tion.
L "Code for Welding in Building Construction" of the American
Welding Socictv.
i. AWSDI.I
3. "Specitications for Architecturally Exposed Structural Steel" of the
American Institute of Steel Construction.
5. MSC "Structural Stccl for Buildings"
C. Conflicting requirements:
In the event ofcontlict het%veen pertinent codes and regulations and the
requirements of the referenced standards or these; Specifications. the
provisions of the more stringent shall govern.
1.0:3 SUBMITTALS:
A. Shop Drawings:
1. Within thirty•tive (35) divs after award of Contract. and before
any structural steel is fabricated. submit Shop Drawings to the City
Engineer for approval in accordance with Section 01'100 of these
Spccit ica t ions.
2. Show all shop and erection details including cuts. connections.
holes. threaded fasteners, rivets. and welds.
3. Show all welds, both shop and field, by the currently recommended
symbols of the American Welding Society.
B. Proofs of compliance:
Submit proofs of compliance to the City of Lodi's selected testing
laborator} in accordance with Section 01400 of these Specifications.
C. Proofs of qualification:
Within five (5) days after award of Contract. submit to the City Engineer
WELL #11-R ENCLOSURE
City cf Lodi. California
STRUCTURAL STEEL
Section 05100 - Page a
evidence satisfactory to him that the steel fabricator and steel erector are
qualified forthe work in accordance with the requirements of this Section
of these Specifications.
1.04 PRODUCT HANDLING:
A. Protection:
Use all means necessary to protect structural steel before. during, and
after installation and to protect the installed work and materials of all
other trades.
R Replacements:
In the event ofdamage. immediately make all repairs and repitic:ements
necessary to the approval of the City Engineer at no additional cost to the
City of Lodi.
PART 2.00 - PRODUCTS
2.01 STRUCTURAL STEEL:
A. Steel shapes and plates:
All steel shapes and plates shall meet the requirements of ASTM A-36.
B. Rectangular tubing:
All rectangular tubing shall meet the requirements of ASTM A -500-B or
have equal yield. ultimate, and weldability properties.
2.02 BOLTS AND NUTS:
All machine bolts and anchor bolts shall meet the requirements of ASTM A-307.
2.03 PRIMER PAINT:
A- General:
All primer paint for structural steel shall be compatible with the finish
coatings described in Section 09900 of these Specifications.
WELL #11-R ENCLOSURE STRUCTURAL STEEL. ,
City of Lodi. California Section 05100 - Page 4
R Unfinished structural steel:
Where no finish coating for the structural steel is described in Section
09900 of these Specifications, and where the structural steel is not cxp")sed
to view or to weather. no primer coat is required.
2.04 OTHER MATERIALS:
All other materials. not specifically described but required for a complctc and
proper installation of structural steel. shall be new, free from rust. first quality of
their respective kinds. and subject to the approval of the City Enginccr.
PART 3.00 - EXECUTION
3.01 SURFACE CONDITIONS:
A. Inspection:
1. Prior to installation of the work of this Section. carefully inspect
the installed work of all other trades and verify that all such W03*
is complctc to the point where this installation may properly
commence.
2. Verify that structural steel may be fabricated and erected in strict
accordance with the original design, the approved Shop Drawings.
and the referenced standards.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the City Enginccr.
2. Do not proceed with fabrication or installation in areas cf
discrepancy until all such discrepancies have been fully resolved.
3.02 FABRICATION:
A Gencral:
A City Inspector will inspect all fabrication of structural steel in strict
accordance with the approved Shop Drawings and the referenced
standards. Certification that structural steel conforms to Specification will
be required.
WELL #11-R ENCLOSURE
Citv of Lodi. California
STRUCTURAL STEEL
Section 05100 - Page
B. Shop cleaning and priming:
1. Shop faint all structural steel one: coat where: priming is required.
a. Thoroughly clean all steel to he encased in concrete or masonry
work.
3.03 WELDING:
A. General:
1. For details of joints. comply with requirements for :AWS joints
accepted with qualification tests.
2. Use ASTM A2-33. E-70 Scrics electrodes.
3. Follow applicable sections of:�\VS sperilications.
B. Types of welds:
Unless othenvise noted:
1. Ivlakc all I i I I c t welds 3/16 inch minimum.
2. Make all butt welds full penetration welds. using back-up or chip
and back -weld.
3. Welds not required to tw full penetration welds are specifically
noted on the Drawings.
3.04 ERECTION:
A. General:
Erect all structural steel in strict accordance with the Drawings. the
approved Shop Drawing. and all pertinent regulations and standards.
B. Tolerance:
Align all structural steel straight. plumb, and level within a tolerance of
one in 500.
WELL #11-R ENCLOSURE
City of Lodi. California
C. Touch-up:
STRUCTURAL STEEL
Section 051M - Paec b
After crcction is complete. touch-up all shop priming coats damaged
during transportation and crcction. and prime all field welds on members
which have been primed. using the priming paint specified for shop
priming.
END OF SECTION
WELL #11-R ENCLOSURE
City cf Lodi, California
SECTION (Y5500 - itiiISCELLANEOUS METAL
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A Work included:
,1lSCELLAaNE0US NIETAL
Section 0550) - Page I
All miscellaneous iron and steel items not specifically described in other
sections of these specifications but required for a complete and operable
facility.
1.02 QUALITY ASSURANCE:
A Qualifications o f welders:
Use only certitied welders and the shielded are process for all welding
performed in connection with the work of this Section.
B. Codes and standards:
In addition to complying with all pertinent codes and regulations. comply
with:
1. "Specification for Dcsign, Fabrication. and Erection of Structural
Steel for Buildings" of the American Institute of Steel
Construction.
2. "Code for Welding in Building Construction" of the American
Welding Society.
C. Contlicting requirements:
In the event of conflict between pertinent codes and regulations and the
requirements cf the referenced standards or these Specifications, the
provisions of the more stringent shall govern.
1.03 SUBMITTALS:
A. Shop Drawings:
1. Within thirty-five (35) oa.. alit. , ward of Contract. and before
any miscellaneous metal is fabricated, submit Shop Drawings to
City Engineer for approval in icL e with the General
Provisions of these Specifications
WELL #1I -R ENCLOSURE
Citv of Lodi. California'
.%IISCELLt�uNEOUS METAL
Section 05500 . Pacc 2
2. Show all locations. markings, quantities. materials. sizes. and
shapes. and indicate all methods of connecting. anchoring.
fastening. bracing. and attaching to the work of other trades.
B. Proof of compliance.
Upon completion of this portion of the Work. and as a condition of its
acceptance. deliver to the City Engineer a letter signed by an official of
the miscellaneous metal fabricating and installing firm or firms certifying
that all miscellaneous metal was furnished and installed in complete
accordance with this Section of these Specifications.
1.04 PRODUCT HANDLING:
A. Protection:
Use all means necessary to protect miscellaneous metal before, during and
after installation and to protect the installed work and materials cf all
other trades.
B. R, .placements;
In the event of damagc, immediately make all repairs and replacements
necessary to the approval of the City Engineer and at no additional cost to
the City cf Lodi.
PART 2.00 - PRODUCTS
2.01 STEEL TUBING:
:ill steel tubing shall be new. free from rust. and conforming with the
requirements cf ASTM A -S00 -B.
2.02 STEEL PLATE:
All steel plate shall be new, free from rust. and conforming with the requirements
of ASTM A-36.
2.03 BOLTS AND NUTS:
All bolts and nuts shall be new. free from rust. and conforming with the
requirements cf A-307.
WELL #11-R ENCLOSURE
City of Lodi, California
2.04 PRIMER PAINT:
,iISCELL.ANEOUS METAL
Section 05500 - Page 3
All primer paint shall be compatible with the finish coats specilied in Section
09900 of these Specifications except that. where no finish coats arc required. all
primer paint shall be "Tnemec 9911", a primer meeting the requirements of
Federal Specification Tt-P-615(d), type I. or an equal approved in advance by the
City Engineer.
2.05 OTHER MATERIALS:
All other materials. not specifically described but required for a complete and
proper installation of miscellaneous metal, shall be new, free from rust. best
quality of their respective kinds. and subject to the approval of the City Engineer.
PART 3.Q0 - EXECUTION
3.01 SURFACE CONDITIONS:
�1 Inspection:
1. Prior to all work of this Section. carefully inspect the installed
work of all other trades and verify that all such work is complete
to the point where fabrication and installation cf the work cf this
Section may properly commence.
2. Make all required measurements in the licld to ensure proper and
adequate tit of miscellaneous metal items.
3. Verify that miscellaneous metal may be fabricated and installed in
strict accordance with the original design and the approved Shop
Drawing.
B. Discrepancies:
1. In the event cf discrepancy. immediately notify the City Engineer.
2 Do not proceed with fabrication or installation in areas of
discrepancy until alt such discrepancies have been fully resolved.
3.02 FABRICATION:
A. Compliance:
Fat. ricate all miscellaneous metal in strict accordance with the approved
Shon nrawings and the referenced standards.
WELL # 11-R ENCLOSURE
Citv of Lodi. California
B. Prefabrication:
MISCELLANEOUS METAL
Section 05500 - Page 4
Insofar as possible. shop prefabricate all items complete and ready for
installation.
C. Welding:
1. Unless otherwise indicated on the Drawings. weld all shop
connections.
2. Make all joints and intersections cf metal tight hitting and securely
fastened.
�. Make all work square. plumb. straight and true.
4. All welds to be ground smooth.
a Holes:
1. Drill or punch all holes rcquircd for the attachment of work of
other trades and for bolted connections.
2 Burned holes are not acceptable.
3.03 SHOP PAINTING:
A. Preparation:
1. Thoroughly clean all metal as described in Section 0 )O of these
Specitications.
2. Provide all required protection for metal to be encased in concrete
to prevent accumulation of deleterious foreign material.
B. Painting:
Shop prime all steel except:
1. Steel to be encased in concrete or masonry.
2. Surfaces to be welded;
3. Steelwork which will be concealed by interior finish.
NVELL #11-R ENCLOSURE
City ctf Lodi. California
3.04 ERECTION:
A. Coordination:
M1SCELL.AINEOUS METAL
Section 05500 - Page 5
Coordinate installation schedule with the schedules of ether trades to
ensure orderly and timely progress of the total work.
R Compliance:
Erect and install all miscellaneous metal in strict accordance with the
Drawings, the approved Shop Drawings, and the referenced standards.
aligning straight. plumb, and level within a tolerance of one in 2M.
C. Touching up:
After the crcction and installation are complete, touch-up all shop priming
coats damaged during transportation and erection. using the priming paint
specified for shop priming.
END OF SECTION
DIVISION SIX - CARPENTRY
WELL #11-R ENCLOSURE
City cf Lodi, California
SECFIO,N 011010 - LUMBER
PART 1.00 - GENERAL
IXIE DESCRIPTION:
A Work included:
LUMBER
Section 06010 - Page I
A11 wood. nails. bolts. screws, framing anchors and other rough hardware.
and all other items needed for carpentry in this Work but not specifically
described in other Sections of these Specilications.
B. Related work described elsewhcre:
1. Form lumber: Section 011(x)
1.02 QUALITY ASSURANCE:
A. Standards:
In addition to complying with all pertinent codes and rcgulations, all
materials of this Section shall comply with the pertinent provisions of:
1. Douglas Fir: "Standard Grading and Dressing Rules Hemlock, and
for West Coast Lumbcr". Number 16, Cedar: as published by the
West Coast Lumber Inspection Bureau.
2. Plvwood: "Softwood Ply%vood . Construction and Industrial.
Product Standard PS 1-83 of U.S. Department cf Commerce.
Bureau of Standards.
3. Other similar and pertincnt ret'erence standards for the products
needed.
B. Contiicting requirements:
In the event ofconflict between pertincnt codes and regulations and the
requirements of the referenced standards or these Specifications, the more
stringent provisions shall govern.
1.03 PRODUCT HANDL?NG:
A Protection:
1. Use all means neeessary to protect the materials of this Section
before. during. and after delivery to the job site. and to protect the
WELL #1111-11 ENCLOSURE
City of Lodi, California
LUMBER
Section 00010 - Page 2
installed work and materials of all other trades.
2 Deliver the materials to the job site rind store, in a sate arca, out
of the way of traffic. and shored up off the ground surface.
. Identify all framing lumber as to grades and store all grades
separately from other grades.
R Replacements:
In the event of dama[e, immediately mike all repairs and replacements
necessary to the approval ofthe City Engineer and at no additional cost to
the City cf Lodi.
PART 2.00 - PRODUCTS
2.01 GRADE STAMPS:
A Framing lumber:
Identify all framing lumber by the grade stamp of the West Coast Lumber
Inspection Bureau or such other grade stamp as is approved in advance by
the City Engineer.
B. Plywood:
ldentity all plywood as to species. grndc, and glut: type by the stamp of the
American Plyw(x)d Association.
C, Other:
Identify all other materials of this Section by the appropriate stamp of the
agency listed in the referenced standards. or by such other means as are
approved in advance by the City Engineer.
2 u Z MATERIALS:
All materials cf this Section. unless specifically othenvise approved in advance by
the City Engineer. shall meet or exceed the following:
tem: Descrint ion:
Framing lumber
A. Blocking: #2 Grade Coast Region Douglas Fir. pressure
treated.
WELL #1I -R ENCLOSURE
City of Lodi. California
LUMBER
Section 06010 - Page 3
R Plywood sheathing: %•Iarine Gracie.
C. Steel hardware: ASTM A-7 or A-36 use all galvanized
D. Machine bolts: ASTM A-307
E. Lag bolts: Federal Spccitication FF -B-561
F. Nails: Common (except as noted) Federal Specification
FF -N- I -I (use hot -dipped galvanized at all exterior
locations).
2.03 OTHER MATERIALS
A11 other materials. not specifically described but required for a complete and
proper installation as indicated on the Drawings. shall be new. suitable for the
intended use, and subject to the approval cf the City Engineer. Framing lumber
shall in no case be less than No. 2.
PART 3.00 - EXECUTION
3.01 DELIVERIES:
A Stockpiling:
Stockpile all materials sutficicntly in advance of need to ensure their
availability in a timely manner to: this Work.
B. Delivery schedules:
N41109 as many trips to the job site as are necessary to deliver all materials
of this Section in a timely manner to ensure orderly progress of the total
Work.
3.02 COMPLIANCE:
Do not permit materials not complying with the provisions of this Section cf these
Specifications to be brought onto or to be stored at the job site. Immediately
remove from the job site all non -complying materials and replace them with
materials meeting the requirements of this Section.
END OF SECTION
DIVISION SEVEN - THERMAL &
MOISTURE PROTECTION
No Work Under This Divisioa
DIVISION EIGHT - DOORS & WINDOWS
WELL #11-R ENCLOSURE
Civt cf Lodi. California
SECTION 08100 - METAL DOORS AND FRA\,fES
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A. Work included:
.\1 ETAL DOORS AND FRAINI ES
Scction OS100 - Page 1
The metal doors and frames required for this Work arc indicated on the
Drawings and include a non -labelled metal door and frnmc.
R Related work described elsewhere:
1. Concrete masonry units:
2 Furnishing finish hardware:
3. Finish painting:
1.02 QUALITY ASSURANCE:
A Qualifications of installers:
Section 04200
Scction 08700
Scction ()<.)()(x)
For actual installation of metal doors and frames. and installation of finish
hardware on metal doors and frames. use: only personnel who are thoroughly
trained and experienced in the skills required :and who arc completely
familiarwith the manufacturers' current recommended methods of installation
as well as the requirements of this Work.
B. Codes and standards:
All doors and frames shall be tested and approved to mec, the requirements
of State of California Title 24. In addition to complying with all pertinent
codes and regulations:
1. Manufacture all labelled doors in strict ;accordance with the
specifications and procedures of Underwriters' Laboratories. Inc.
2. In guarantee and Shop Drawings. comply with nomenclature
established in American National Standards Institute publication
A123.1-1967 "Nomenclature for Steel Dtx)rs and Steel Door Frames".
1.03 SUBMITTALS:
Within thirty-five (35) days after award of Contract. and before any metal doors and
frames are fabricated, submit Shop Drawings of all metal doors and frames to the
WELL #11-R ENCLOSURE
Ciyt c!f Lodi, California
SECTION 08100 - METAL DOORS AND FRAMES
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A Work included:
METAL DOORS AND FRAMES
Section 08100 - Paec I
The metal doors and frames required for this Work arc indicated on the
Drawings and include a non -labelled metal door and frame.
a Related work described elsewhere:
1. Concrete masonry units: Section 04200
2. Furnishing finish hardware: Section 08700
3. Finish painting: Section 09900
1.02 QUALITY ASSURANCE:
A Qualifications of installers:
For actual installation of metal doors and frames, and installation of finish
hardware on metal doors and frames, use only personnel who arc thoroughly
trained and experienced in the skills required and who arc completely
familiarwith the manufacturers'current recommended methods of installation
as well as the requirements of this Work.
B. Codes and standards:
All doors and frames shall be tested and approved to meet the requirements
of State of California Title 24. In addition to complying with all pertinent
codes and regulations:
1. Manufacture all labelled doors in strict accordance with the
specifications and procedures of Underwriters' Laboratories. Inc.
2 In guarantee and Shop Drawings, comply with nomenclature
established in American National Standards Institute publication
A123.1.1967 "Nomenclature for Steel Doors and Steel Door Frames".
1.03 SUBMITTALS:
Within thirty-five (35)days after award of Contract. and before any metal doors and
frames arc fabricated. submit Shop Drawings of all metal doors and frames to the
WELL # 11-R ENCLOSURE
Ciyt cf Lodi, California
METAL DOORS AND FRAMES
Section 08100 - Pare 2
City Engineer forreview in accordance with the provisions of the General Provisions
of these Specifications.
1.04 PRODUCT HANDLING:
A Protection:
Deliver. store, and handle all metal doors and frames in a manner to
prevent damage and deterioration.
2. Provide packaging such as cardboard or other containers. separators,
banding, spreaders, and paper wrappings as required to completely
protect all metal doors and frames during transportation and storage.
3. Store doors upright, in a protected dry area, at least one inch off the
ground and with at least 1/4 inch air space between individual pieces.
protect all prefinished and hardware surfaces as required.
4, Use all means necessary to protect the installed work and materials
of all other trades.
B. Replacements:
in the event cf damage. immediately make all repairs and replacements
necessary to the approval of the City Engineer and at no additional cost to
the City cf Lodi.
PART 2.00 - PRODUCTS
2.01 METAL DOORS:
A General:
1. All me al doors and frames shall be the product of one manufacturer.
2 Design is based on the referenced products of the Steelcraft
Manufacturing Company: equal products manufactured by Am,vcld
Division of American Welding and Manufacturing Company or The
Ceco Corporation will be acceptable as substitutes providing the
Shop Drawings required under Article 1.03 of this Section of these
Specifications conclusively prove the equality of the substitute.
B. Type and design:
1. All metal doors shall be full -flush design in the dimensions and types
shown on the Drawings, 16gage, hot -dipped glaysnizcd. with 20gage
WELL #1I -R ENCLOSURE
Civt ofLodi, California
METAL DOORS AND FRAMES
Section 08140 - Pagc 3
steel stiffeners at 6' O.C., Grade III extra heavy duty. and shall be
properly reinforced for the finish hardware described in Section
08700 of these Spccifications.
C. Finishes:
Pre -clean, metal etch preparation for galanizcd door and shop prime each
door for finish painting which will be performed at the job site under Section
09900 cf these Specifications.
D . Finish Hardware:
Secure templates from the finish hardware supplier and accurately install. or
make provisions for, all finish hardware at the factory.
2.02 METAL FRAMES:
A. General:
All metal frames shall be accuratciy fabricated to match the doors to be
installed in them.
R Type and design:
All metal frames shall be the types and sizes shown on the Drawings, 16gagc
with masonry anchors. and shall be properly reinforced for the finish
hardware described in Section 08700 of these Specifications. All frame
corners shall be welded and ground smooth prior to delivery to the project.
C. Finishes:
Pre -clean and shop prime each frame for finish painting which will be
performed at the job site .'_r Section 09900 of these Specifications.
PART 3.00 - EXECUTION
3.01 SURFACE CONDITIONS:
A. Inspection:
1. Prior to installation of metal doors and frames, carefully inspect the
installed work of all other trades and verify that a:1 such work is
complete to the point where this installation may properly commence.
2. Verify that metal doors and frames may t>c installed in strict
accordance with all pertinent codes and regulations. the original
WELL #11-11 ENCLOSURE
Civt cf Lodi. California
METAL DOORS AND FRAMES
. Section 08100 - Page 4
design. approved Shop Drawings. and manufacturer's
recommendations.
R Discrepancies:
1. In the event of discrepancy, immediately notify the City Engineer.
2 Do not proceed with installation in areas of discrepancy until all such
discrepancies have been fully resolved.
3.02 INSTALLATION:
A M(_,� d doors and frames:
Install all i fetal doors and frames in strict accordance with all pertinent codes
and regulations. the approved Shop Drawings, and the manufacturer's
recommendations, anchoring all components firmly in position for long life
under hard use. Grout all frames solid that are attached to masonry cr
concrete
B. Finish hardware:
Install all finish hardware in strict accordance with the manufacturer's
recommendations, eliminating all hinge -bound conditions and making all
items smoothly operating and firmly anchored into position.
C. All attachment bolts that are exposed shall be countersunk and puttied with
"Bondo", ground smooth and finished so that no evidence of the attachment
remains.
END OF SECTION
WELL #11-R ENCLOSURE
Citv cf Lodi. California
SECTION 08700 - FINISH HARDWARE
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A. Work included:
FINISH HARDWARE
Section 08700 - Pale 1
I, "Hardware groups" have been assigned to the various doors
required for this work: the hardware groups are described in detail
in this Section of these Specifications.
2. Unless otherwise approved by the City Engineer. turnish all finish
hardware described in the Hardware Schedule and all other tinish
hardware not described but required for a complete and operable
t,acility,
B. Related work described elsewhere:
t. Installation on metal doors: Section 08100
1.02 QUALITY ASSURANCE:
A. Qualifications of suppliers:
The finish hardware supplier shall have in his employ an AHC member of
the American Society of Hardware Consultants who shall be made
available for consultation at no additional cost to the City of Lodi during
course of construction.
1.03 SUBMI17ALS:
A- Materials list:
I. Within thirty -live (35) days after award cf Contract. and before
any finish hardware is ordered or purchased for this Work. submit
to the Citv Engineer for his approval a complete list of all finish
hardware proposed to be furnished for his Work. giving
manufacturer's name and catalog number for each item.
2. This shall in no way be cinstrued as permitting substitutions of
items for the items specified.
3. Make all submittals. and resubmittals if necessary. in accordance
with the provisions of the General Provisions of these
Specitications.
WELL #11-R ENCLOSURE FINISH HARDWARE
Citv of Lodi. California Section tlS7t?Q - Page 2
B. Manufacturer's rccommcndations:
Prior to instailation. deliver to all installing personnel complete
rccommcndations from the manufacturers rceardine installation methods.
1.04 PRODUCT H.A.NDLINC:
A. Packaging:
1. Furnish all finish hardware with each unit clearly marked or
numbered in accordance with the Hardware Schedule.
2. Pack each item complete with all necessary pieces and fasteners.
�. Properly wrap and cushion each item to prevent scratches daring
delivery and storage.
B. Delivery:
Deliver all finish hardware to the installers in a timely manner to ensure
orderly progress of the total Work.
PART 2.00 - PRODUCTS
2.01 FASTENERS:
rk General:
Furnish all knish hardware with all necessary scrc%�-s, bolts. and
other fasteners of suitable size and type to anchor the hardware in
position for long life under hard use.
2. Furnish fastenings where necessary with expansion shields. toggle
bolts. sex bolts, and other anchors approved by the City Engineer.
according to the material to which the hardware is to be applied
and the recommendations of the hardware manufacturer.
R Design:
All fastenings shall harmonize with the hardware as to material and finish.
2.02 HINGES:
Unless otherwise specified. provide 5 knuckle. button tip, full mortise template
type butts with non -removable loose pins and ball or oilite bearings as follows:
WELL #I I -R ENCLOSURE FINISH HARDWARE
City of Lodi. California Section 04700 - Paee 3
A. EExterior door hinges:
Provide out -swinging door hinges \vith non -removable pins.
B. Where requited to clear trim or permit doors to swing 180 dcgrecs, furnish
hinges of suiticient throw.
2.03 LUCKS AND LATCHES:
A. ,All locksets and latchscts shall be heavy duty cylindrical lochs, unless
otherwise spcciiicd.
& All locksets and cylinders shall have a minimum of six pins with removable
cores.
C. All cylinders shall be construction keved. At the end of the project. the
Contractor shall provide the services of professional locksmith who shall
key rill jocks as directed by the City of Lodi.
D. Padlocks shall be Standard Citv of Lodi padlocks laminated with regular
shackle and solid brass key cvlindcr with pin tumbler lock mechanism.
2.04 DOOR BOLTS:
Fleavy duty 1 inch throw door bolt.
The Finish of all hardware shall match the finish of the locksets which shall be US
1013 unless noted otherwise. Special care shalt be given to coordinate all the
various manut'icturered items furnished on this Work. to ensure an acceptable
uniform finish.
2.06 PROPRIETARY PRODUCTS:
References to specific proprietary products are used to establish minimum
standards of utility and quality. Unless otherwise approved by :he - rchttcct.
provide qtly the specific products. Design is based on the materials pecificd;
other materials may be considered by the City Engineer in accordance the
General Provisions.
%'YELL #11-R ENCLOSURE
City of Lodi. California
FINISH HARDWARE
Section 04700 - Page 4
2.07 ACCEPTABLE INIANUFACTURERS AND PRODUCTS:
Loc ksets-
Falcon X -Series
Door Bolts:
Falcon D400
R„tty-
Stanley 4'/" x 4'/" FBB 179NRP. US26D
1'/z pair per door.
Stanley 41/-" x 4'/z" 2060 Spring 1-iinue, NRP. 1 pair per handicap door.
Padlock:
City of Lodi Standard
Stops:
Builders Brass Works, W146X %rich masonry anchors
2.09 OTHER MATERIALS:
All other materials, not specifically described but required for a complete and
proper finish hardware installation, shall be as selected by the Contractor subject
to the approval of the City Engineer.
PART 3.00 - EXECUTION
3.01 DELIVERIES
Stockpile all items sufficiently in advance to ensure their availability and make all
necessary deliveries in a timely manner to ensure orderly progress of the total
Work.
3.02 INSPECTION OF INSTALLATION:
Upon completion of the installation. and as a condition of its acceptance. deliver
to the City Engineer a report signed by the AHC stating that his inspection was
made. that all adjustments recommended by him have been completed. and that
all finish hardware furnished under this Section has been installed and is in
optimum working condition.
WELL #11-R ENCLOSURE
City of Lodi. California
3.03 HARDWARE SCHEDULE
CROUP 1:
Man Door
Butts 1-1R Pair
Lockset Storeroom X581
Deadbolt D421 Outside Key Only
Blank Plate Inside
Door Stop
GROUP 2:
Tube Steel: Truck Gate
Padlock
END OF SECTION
FINISH HARDWARE
Section 087,1X1- Page 5
DIVISION NINE - FINISHES
WELL #11•R ENCLOSURE
City of Lodi, California
SECTION 09900 . PAINTING
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A. Work included:
PAINTING
Section ()9(X0 - Page 1
The type of material to be:' used and the number o1 coats to be applied are listed
in the "Painting Schedule" in Part 3.00 of this Section of these Specilications.
R Related work described elsewhere:
Pre tin ishint=.:
Shop priming and factory prefinishin5 are required on some. but not all of the
items described in other Sections of these Specifications.
C. Definitions:
The term "paint". as used herein, included enamels. epoxies, paints. sealers.
fillers. emulsions. and otner coatings. whether used as prime. intermediate. or
finish coats.
1.02 QUALITY ASSURANCE:
A. Qualifications of painters:
Use rnly qualified journeyman painters for the mixing an j application of paint
on exposed surfaces: in the acceptance or rejection of installed painting. no
allowance will be made for lack of skill on the part of painters.
B. Codes and standards:
In addition to complying with all pertinent codes and regulations. comply with
"Standard (Type I)" as defined by the Painting and Decorating Contractors of
America in their "Modern Guide to Paint Specifications", current edition.
1.03 SUBMITTALS:
A Materials list:
1. Within thirty -Eve (35) days after award of Contr&:t, and before any paint
materials are delivered to the job site, submit to the City Engineer in
accordance with the provisions of the General Provisions of these
WELL #11-R ENCLOSURE
Citv of Lodi. California
PAINTING
Section W"X) - Page 2
Specifications- a complete list of all materials proposed to be furnished and
installed under this portion of the Work.
2. This shall in no way be construed as permitting substitution of materials for
those specified or approved for this Work by the City Enginccr.
B. Samples:
1. Accompanying the materials list. submit to the City Enginccr two copies of
the full range of colors :available in each of the proposed products.
2. Upon direction of the City Engineer, prepare,and deliver to the Citv
Engineer two -identical sets of Samples of each of the selected colors and
glosses painted onto 8-1f2 inch by I 1 inch by 1/4 inch thick material;
whenever possible. the material for samples shall be the same material as
that cn which the coating will be applied in the Work.
3. Provide a 24" x 24" minimum sample of the stained copper finish.
Additional samples maybe required by the City Engineer to achieve the
desired finish application.
C. Manufacturer's recommendations:
In each case where material proposed is not the material specified or specifically
described as an acceptable alternate in this Section of these Specifications,
submit for the City Engineer's review the current rccomrncndcd method of
application published by the manut'acturer of the proposed material.
1.04 PRODUCT HANDLING:
A. Delivery:
Deliver all paint materials to the job site in their orlQtn:al unopened containers
with all labels intact and legible at time of use.
B. Protection:
1. Store only the approved materials at the job site. and store only in a suitable
and designated area restricted to the storage: of paint materials and related
equipment.
2. Use all means necessary to ensure the safe storage rind use of paint
materials and the prompt and safe disposal of waste.
3. Use all means necessary to protect paint materials before, during and after
application and to protect the installed work and materials of Al other
trades.
WELL #11-R ENCLOSURE
Citv of Lodi. California
C Replacements:
PAINTING
Section 099W - Page 3
In the event of damage. immediately maize all repairs and replacements
necessary to the approval of the City Engineer and at no additional cost to the
City cf Lodi.
1.05 EXTRA STOCK:
Upon completion of this portion ot'the Work. deliver to the: City of Lodi an extra
stock of one gallon of each color and gloss used in each coating material used. with
all such extra stock tightly scaled in clearly labelled containers.
PART 2.00 - PRODUCTS
2.01 PAINT MATERIALS:
A. Manufacturer:
1. AJI paint materials selected for coating syst,-ms for each type of surface: shall
be the product of a single manufacturer.
2. Paint materials listed hcrcin..unless otherwise desienated in the "Painting
Schedule". are the product of Pratt and Lambert and require no t'urthcr
approval as to manufacturer or catalog number.
3. Equivalent products of Ameritone. Dune, -Edwards, and hlorwear. may be
used subject to approval by the City Engineer the materials list required to
he submitted under Article 1.03-A above.
4: Equivalent products of other major paint manufacturers may be used subject
to approval by the City Engineer of the materials list and manufacturers'
recommendations required to be submitted undr:r Article 1.03 above.
B. Compatibility:
1. All paint materials and equipment shall be compatible in use: finish coats
shall be compatible with prime coats: prime coats shall he compatible with
the surface to be coated: all tools and equipment shall be compatible with
the coating to he applied.
2. Thinners, when used. shall he only those thinners rccomrncndcd for that
purpose by the manut'acturcr of the material to be thinned.
WELL #11-R ENCLOSURE
City of Lodi. California
C. Colors and elosses:
PAINTING
Section ("M) - Pace 4
All colors and glosses shall he as selected by the City Engineer and will be
limited to not more than (2) two paint colors.
PART 3.00 - EXECUTION
3.01 SURFACE CONDITIOSS:
A Inspection:
1. Prior to all work of this Section, carefully inspect the installed wi)ik of all
other trndcs and veril'v that all such work is complete: to the point where: this
installation may properly commence.
2 Verify that paint finishes may be applied in strict accordance with all
pertinent codes and regulations rind the requirements of these Specifications.
B. Discrepancies:
1. In the event of discrepancy. immediately notify the City Engineer
2. Do not proceed with installation in areas of discrepancy until all such
discrepancies have been fully resolved.
3.02 PREPARATION OF SURFACES. GENERAL:
A- Protection:
Prior to all surface preparation and painting operations. completely mask.
remove or otherwise adequately protect all hardware. accessories, machined
surfaces,plotes, lighting l'ixtures, and similar items in contact with painted
surfaces but not scheduled to receive paint.
B. Priming:
Spot prime all exposed nails and other metals which are to be painted with
emulsion paints. using a primer recommended by the manufacturer of the
coating system.
C. Cleaning:
1. Before applying paint or other surface treatment, thoroughly clean all
surfaces involved.
WELL #11-R ENCLOSURE
City of Lodi. California
PAINTING
Section t! XX) - Pace
2. Schedule all cleaning and paintini! so that dust and ether contaminants tram
the cleaning process �+ill not trill on Net, newiv painted surfaces.
3.03 PREPARATION OF METAL SURFACES:
A. Other metals:
1. Thoroughly clean all surfaces until they are completely tree from dirt. oil.
grease and old paint.
2. Allow to dry thoroughly before application of paint.
3.04 PAINT APPLICATIO,':
A. General:
1. Paint all surfaces desivated t o be painted on the Drawings.
a Drying:
1. Allow sufficient drvine time between coats.
2. Modify the period as recommended by the material manufacturer to suit
adverse weather conditions:
3. Oil -base and oleo -resinous solvent -type paints shall be considered dry l'or
recoating when the paint feels firm. does not deform or feels sticky under
moderate pressure of the thumb. and the application of another coat of
paint docs not cause lifting or loss of adhesion of the undercoat.
C. Copper Finish:
1. Clean copper free from dirt. soil, oils or wax. Surface shall be completely
dry.
2. Dissolve sufficient amount of ammonium chloride crystals in water to form a
saturated solution.
3. Mix solution Za hours before application.
4. Apply solution with either brush or sprav application.
5. Allow lapse time of 48 hours between applications.
6. 24 Hours after final application, sprav a cold water mist over the copper
surface.
WELL #II - R ENCLOSURE
Citv of Lodi. California
PAINTING
Section 01)(M) - Pace 0
7. Prior to application. provide _'x?' test samples of finish on copper to the
approval of City Enginrer,
C. Environmental conditions:
1. Comply with the manufacturer*% recommendations as to cnvironmenial
conditions under which the coating systems may be applied.
2. Do not apply paint in areas where dust is heing generated.
D. Defects:
Sand and dust between coats to remove all defects visible to the unaided e\•c
From a distance of live beet.
>.07 INSPECTION:
A General:
Do not apply additional coats until completed coat has been inspected and
approved by the City Engineer.
R Number of coats:
Only inspected and approved coats of paint will he considered in determining
the number of coats applied.
3.08 RE -INSTALLATION OF REIMOVED ITEMS:
Following completion of painting in cash space. promptly reinstall ali items removed
forpainting, using only workmen skilled in the particular trade.
3.09 CLEANING UP:
A. General:
1. During progress of the Work, do not allow the accumulation of empty
containers or other excess items except in areas specifically set aside for that
purpose.
2. Prevent accidental spilling of paint materials and, in event of such spill.
immediately remove all spilled material rind the wast: or other equipment
used to clean up the spill. and wash the surfaces to their original undamaged
condition. all at nu additional cost to the City of Lodi.
WELL # 11-R ENCLOSURE
City of Lodi, California
B. Prior ;o final inspection:
PAINTING
Section 09900 - Page 7
Upon completion cf this portion of the Work visually inspect all surfaces and
remove all paint and traces cf paint from surfaces not scheduled to he painted.
3.10 PAINTING SCHEDULE
Apply the following finishes to the areas designated:
Z.ae 1: Exterior Dow and Gate
First Coat:
Rratt and Lambert Effecto Rust Inhibiting Primer
Second Coat:
Pratt and Lambert Effecto Enamel
Third Coat:
Pratt and Lambcrt Effecto Enamel
Type 2: Copper Finish
First Coat: Ammonium Chloride Saturated Solution
Second Coat: Ammonium Chloride Saturated Solution
Type 3: Water Scaler Over Concrete Block
First Coat: "Rainguard" MD or equal per manufacturer's coverage
Second Coat: "Rainguard" HD or equal per manufacturer's coverage
END OF SECTION
DIVISION TEN - FIFTEEN
No Work Under These Divisions
DIVISION SIXTEEN - ELECTRICAL
WELL #11-R ENCLOSURE
City o f Lodi. California
SECTION RAM - ELECTRICAL
PART 1.00 - GENERAL
1.01 DESCRIPTION:
A- Work included:
1=LEc rRtC:ll_
Section 164(H) - 13.wc t
Work covered undcr this section shall include ,furnishing all labor,
material, tools. equipment and incidentals and doing all work involved
which is rcquircd for the complete installation of the clectrical work.
Work or equipment not specified or shown on the plans which is necessary
for the proper operation of the work in this section shall be provided and
installed at no additional cost to the Cite of Lodi.
R The work shall include. but is not limited to the folloxini:
1. Provide and install exterior wall -mounted light. switch anti
trenching and conduit to panel.
2. Testing of all electrically operated equipment.
C. Work not included under this Section:
Finish painting of exposed metal surfaces included under PaintinL,
section.
D. Related work described elsewhere:
The General Provisions are :t part of this section and ncc Contract
for this work. and apply to this section as fully as it' repeated
herein.
2. Perform all trenching and backfillingrcquircd in connection with
the work of this Section in strict accordance with the provisions of
Section 02210 of these Specifications.
3. Other divisions:
Where carpentry, masonry, crn,cretc work. etc. is rcquircd b%. this
subcontractor. the work shall be done as specified as to the
appropriate division requirements. This includes work rcquircd for
construction of proper standards, bases and supports for electrical
materials :tnd equiprncnt.
WELL #11-R ENCLOSURE - LLECIRICAL
Citv of Lodi, California' Section 104(X) - Pace
1.02 REGULATIONS AND CODES:
A. All work and materials shall be to full accordance with the: latest rules and
regulations of the California Administrative Code. Title 24 State Building
Standards. National Electrical Code. Local City and County Code,
applicable regulations cif local utility companies W.U.E.S.S.C. Standards.
and General Order 95 of the Public Utilities Commission. and any ether
applicable laws or regulations. Nothing in these drawings or specifications
is to be construed to permit work not confirming to the above codes.
Drawings and/or specifications shall take: precedence when work and
material called for exceed code requirements.
B. Safcty equipment:
The Contractor shall provide anti be responsible for all rcquircd safety
equipment and warning signs and shall take ail precautions t o avoid injury
or damage to persons or property and shall indemnify the City of Lodi
against any claim or liability arising from or based on the lack of proper
safeguards or negligence by himself' or his employccs.
1.03 PERMITS. FEES AND INSPECTIONS:
Obtain all permits and pay all rcquircd fees. Inspection rcquircd by any local
ordinance during construction shall be arranged by the Contractor. On
completion of work. furnish the City Engineer with certificates of inspections.
1.04 DRAWINGS AND SPECIFICATIONS:
Information presented in the specifications and on the drawings are as exact as
could be secured but their extreme accutacv is not guaranteed. 'Ihe drawings and
specifications are for the assistance and guidance of' the Contract.., , and exact
locations, distances, levels, ctc, will be governed by the site and building. and the
Contractor shall accept same witt. this understanding. The drawings indicate
schematically the layouts of equipment, accessories ana wiring systems and shrill
be followed as closely as possible. Other drawings and actual field conditions shall
be examined by the Contractor. noting all conditions that m -y affect this work.
Report conflicting conditions to the City Engineer for adjustment before
proceeding with work. Minor changes may he made, providing change is ordered
before equipment and wiring systems or work directly connected t o same is
installed and no extra materials are required.
1.05 EXA]MINAT1ON OF SITE:
The Contractor shall be held to have visited the site. checking existing conditions.
and satisfied himself as to the conditions under which the work is to be performed
before submitting his hid. No allowances shall subsequently he made in his bchalt'
WELL #11-R ENCLOSURE
Citv of Lodi. California
ELECTRICAL
Section 1641x) - Pave i
for any extra expense to which he may put due to failure or neglect to disco•.cr
conditions aftectine his work.
1.00 WORKMANSHIP:
Good workmanship shall he in evidence in the installation of all electrical
materials and equipment. Equipment shall be level. plumb aad true with the
structure and other equipment. All materials shall be firmly secured in place and
adequately supported and permanent. The requirements of the codes are
minimum standards. The recommendations of the National Electrical Contractors
Association Standard of Installation shall be 102owed except where otherwise
specifically directed.
I.07 GROUNDING AND BONDING:
Provide grounding and bonding for all electrical equipment in accordance with the
applicable codes. rules, and regulations. Permanent and el'f'ectively ground all
raceway systems, supports, cabinets, outlet boxes, and equipment. Where the
raceway is used as the grounding conductor. and it is not possible to obtain good
continuity of ground. additional bonding shall be provided. A separate code size
copper grounding conductor shall be installed to all PVC and flexible metal
raceways with the circuit conductors. The grounding conductor shall be green
insulated and shall he connected to each device. outlet box. and panel ground hus.
PART 2.00 • iNIATERIALS AND EQUIPNIEINT
2.01 STANDARDS:
Unless otherwise noted. all material and equipment shall be new. of the type,
capacity and quality specified and tree from defects. Material shall bear the label
of or be listed by, the Underwriters' Laboratoric,- unless of a type for which label
or listing service is not provided.
2.02 MATERIAL SUBSTITUTIONS:
Specific brand names mentioned shall establish standards of' performance and
quality and the phrase "or approved equal" shall be implied unless otherwise
noted. Substitute materials shall be equal in quality and utility to those specified.
Approval of substitute material shall be regarded as general only and shall not
relieve the contractor from complying with the requirements cf the drawings and
specifications; and the Contractor shail be responsible at his own expense. for any
changes caused by proposed substitutions which affect other parts of his own work
or the work of other contractor. One proposed substitution will be allowed for
each item. No consideration will be given to substitutions submitted past thirty-
five (35) day limit. Should the orieinal submittal of a proposed substitution be
rejected, the specified item shall be furnished.
WELL #11 I -R ENCLOSURE
City of Lodi. California
2.03 SHOP DRAWINGS AND SUBMT-rALS:
ELECTRICAL
Section 164(N) - Page 4
Within thirty -tine (35) calendar days atter award of Contract. and betore: any
fabrication and installation of any material. submit shop drawings and submittals as
specified in the General Provisions of these Specifications. The Contractor shall
provide a list containing complete information and catalog cuts on all equipment.
The list shall be complete for the project and submitted at one time.
2.04 RACEWAY:
Raceways shall be run underground. Exposed runs shall he neatly installed
parallel or right angles to the structural members.
A. Pull wires:
Provide # 12 TW in empty 1" and smaller and 3,'16" Polypropylene rune in
conduits 1-114" and larger.
R Conduit penetrations:
Conduits which penetrate Iloor slabs rind concrete or masonry walls shall
be grouted and sealed waver,;ht at penetration.
C. Rigid steel conduit:
Shall be used above ground outdoors or whcrc exposed on surface and
whcrc it may be subject to vandalism. Shall be galvanized or sherardized.
heavv wall with thrcadcd fittings. Use only thrcadcd type tittings. :apply
thread seal to all joints except in permanently dry locations. Where
installed below tloor slab and in contact with till material. or underground
and in contact with earth, shall be wrapped with Scotchwrap #50 or
Johns -Manville VID-10 at double: 1/2 lap (net tour lavers), or encased in
3" of concrete. Termination of conduits in cabinets. wiring gutters or
boxes shall be fitted with locknut T & B 141 Sr -ries and insulated bushings
T & €3 1222 Series or grounding bushings are required use insulated
grounding bushing T & B 3870 Series. Where conduit connections are
exposed to weather or excessive moisture, shall be litted with insulated
,watertight scaling hub T & B 370 Series. Conduit stubs shall be capped
with coupling. nipple and cap.
WELL #11-R ENCLOSURE
City of Lodi. California
2.05 CONDUCTORS:
ELECTRICAL
Section 1(A(X) - Page 5
A� All conductors shall he in raceways. Minimum size shall be A# 12 AWG.
All branch circuits and feeders shall be color coded as follows:
120/240 or
120/208V
Phase A
Black
Phase B
Red
Phase C
Blue
Neutral
White
Ground
Green
B. Color„f switch lees shall be other than list ahove for Phnsc. Neutral and
Ground Conductors.
C. All insulation shall be 0MV minimum except for signal cable and low
voltage wiring. Fixture taps and branch circuit wiring within approved
fixtures wircway shall be type THHN elk. Conductors for lighting and
power panel feeders. and branch circuits from lighting and receptacles
panels and power panels shall be Type THNV. Conductors #10 AWG and
smaller shall be solid copper, 98% conductivity except for signal
conductors which shall be stranded. #8 AWG and larger and shall he
stranded. Conductors #6 and larger may he aluminum.
D. Splices and terminations for Conductor #10 rind smaller shall he made
with T &C B "Piggys". melon self -insulated type.
E. Cable: tics:
For wire training and clamping in cahincts and enclosures use T & B Ty -
rap nylon cable tics.
F. Wire pulling lubricant:
Shall be Ideal "Wire Lub" Minerallic "Pull -In” compound. or Y -ER EAS
wire pulling lubricant.
2.06 BOXES:
Outlet boxes and junction boxes shall he of size and shape hest suited for the
particular application and supported directly to structural members. framing or
blocking by means of screws. anchors or bolts. when installed exposed to rain or
in wet location shall be of the cast screw hub type with gasketed covers. Shall he
of one piece drawn galvanized steel with it minimum size of 4" square. Lighting
outlets shall be minimum of 4" octagon with 1'8" fixture stud.
WELL #11-R ENCLOSURE
Citv of Lodi. California
2.07 WIRING DEVICES:
E LECTR I CA L
Section 164tH) - Page r)
A. Switches shall be Hubbell for exterior application: toggletype, 20 amp, 1
pole or equal flush type.
B. Device plates for receptacles and switches to be polished stainless steel.
For surface boxes use 1/2" raised zinc plated steel covers.
2.03 LIGHTING FIXTURES AND LAMPS:
A- Shall be Hi -Tek - TNVH 150S - I -OV - SF - D1IB. 150 LU Lamps. Install
with lamps. frames, lens, hangers. supports. etc., complete. Check drawing
for fixture mounting details showing additional or special installation
requirements. Fixtures shall be clean at final inspection.
B. Fixtures shall be lamped with Westinghouse. General Electric or Sylvania
lamps. M.I.Dand fluorescent lamps shall be of the same manufacturer.
where feasible.
PART 3.00 - TESTING. ACCEIYrANCE AND GUARANTI?E
3.01 TESTING:
A Upon completion of this portion of the Contract, test all parts of the
electrical system in the presence of the City Engineer.
B. Demonstrate that all equipment furnished. installed and/or connected
under this section of these specifications functions electrically in the
required manner.
C. Test all wiring and cc-tnections for contitnlity and grounds before any
fixtures or equipment are connected. an(i where such tests indicate faulty
insulation or other defects, tLev shall he located. repaired and tested again
at the Contractor's expense. Electrical loads shall be balanced at the
paneltx ards and motor shall be checked for correct rotation.
3.02 ACCEPTAWCE:
Deliver to the City Engineer a "Certificate of Final Inspection" from the County
or City, and demonstrate to ;hc City Engineer that the entire installation is
complete. in proper operating condition and that the Contract has been properly
and fullv executed. Provide all instruments to make such tests.
WELL #I I -R ENCLOSURE
City of Lodi. California
. -03 GUARANTEE:
ELECTRICAL
Section 1400 - P.it,e 7
Labor and materials furnished or installed under this section of the specifications
shall carry a written one year guarantee by the Contractor to the City of Lodi.
covering materials and workmanship in full. Guarantee shall be dated on
acceptance by the City of Lodi of the completed work. tabor to replace
defective parts or to make necessary adjustment shall be performed without cost
to the City ctf Lodi by the Contractor during said guarantee period.
Unsatisfactory or imperfect materials shall be replaced with those specified herein.
or equal. and in such a manner as to meet these specifications in full. and without
cost whatsoever to the City of Lodi.
END OF SECTION