HomeMy WebLinkAboutKONE Inc; 2015-08-28; PWI15-66FACRECORDED REQUESTED BY
CITY OF CARLSBAD
AND WHEN RECORDED PLEASE
MAIL TO:
City Clerk
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
DOC# 2016-0579280
1111111111111111111111111111111111111111111111111111111111111111111111
Oct 26, 2016 03:31 PM
OFFICIAL RECORDS
Ernest J. Dronenburg, Jr.,
SAN DIEGO COUNTY RECORDER
FEES: $0.00
PAGES: 1
Space above this line for Recorder's use.
PARCEL NO: n/a ~~---------------
NOTICE OF COMPLETION
Notice is hereby given that:
1. The undersigned is owner of the interest or estate stated below in the property hereinafter described.
2. The full name of the undersigned is City of Carlsbad, a municipal corporation.
3. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008.
4. The nature of the title of the undersigned is: In fee.
5. A work or improvement on the property hereinafter described was completed on Feb. 27, 2016.
6. The name of the contractor for such work or improvement is Kone, Inc.
7. The property on which said work or improvement was completed is in the City of Carlsbad, County of
San Diego, State of California, and is described as follows: Project No. 4020, Electric MRL Elevator
for Cole Library Renovations.
8. The street address of said property is 1250 Carlsbad Village Drive in the City of Carlsbad.
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of CarlsbadQ 1200 Carlsbad Village Drive, Carlsbad, California,
92008; the City Manager of said City on · Cfo k?e Y I 6 , 20JJa_, accepted the above
described work as completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on Oc-fo~ ll , 201Ja, at Carlsbad, California.
Word\Masters\Forms\Notice of Completion (City) 3/9/98
CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS,
GENERAL PROVISIONS, AND
TECHNICAL SPECIFICATIONS
FOR
ELECTRIC MRL ELEVATOR FOR
COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
BID NO. PWI15-66F AC
-~ \.1 Revised 3/6/15 Contract No. 4020 Page 1 of 116 Pages
TABLE OF CONTENTS
Item Page
Notice Inviting Bids.................................................................................................................. 6
Contractor's Proposal............................................................................................................... 10
Bid Security Form.................................................................................................................... 15
Bidder's Bond to Accompany Proposal . . ... . . . .. . . .. . . . . .. . . .. .. . . . ... . . . . . . . .. . . . . . . . . .. . . .. . . . . . . . .. . . . . . ... . . . ... . . . .. . 16
Guide for Completing the "Designation Of Subcontractors" Form............................................. 18
Designation of Subcontractor and Amount of Subcontractor's Bid Items . . .. ... .. . . . ... .. . ... . . . . .. . . . .. . 20
Bidder's Statement of Technical Ability and Experience........................................................... 21
Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive
Liability and Workers' Compensation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
Bidder's Statement Re Debarment........................................................................................... 23
Bidder's Disclosure of Discipline Record . . . . . . . . . . . . . .. . . . . . . .. . .. .. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . 24
Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid............................ 26
Contract Public Works.............................................................................................................. 27
Labor and Materials Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Faithful Performance/Warranty Bond....................................................................................... 35
Optional Escrow Agreement for Surety Deposits in Lieu of Retention . . .. .... .. ... .. . . .. .. . .. ... .. . . . ... ... 37
., '-+' Revised 3/6/15 Contract No. 4020 Page 2 of 116 Pages
Section 1
1-1
1-2
1-3
1-4
Section 2
2-1
2-2
2-3
2-4
2-5
2-6
2-7
2-8
2-9
2-10
2-11
Section 3
3-1
3-2
3-3
3-4
3-5
Section 4
4-1
4-2
Section 5
5-1
5-2
5-3
5-4
5-5
5-6
Section 6
6-1
6-2
6-3
6-4
6-5
6-6
6-7
6-8
6-9
6-10
GENERAL PROVISIONS
Terms, Definitions Abbreviations and Symbols
Terms.............................................................................................................. 40
Definitions.................................................... .................................................... 41
Abbreviations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43
Units of Measure.......................................... ..................................................... 53
Scope and Control of The Work
Award and Execution of Contract................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54
Assignment.................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54
Subcontracts................................................ .................................................... 54
Contract Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
Plans and Specifications.............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56
Work to be Done.......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58
Subsurface Data.......................................... .................................................... 58
Right-of-Way................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59
Surveying..................................................... .................................................... 59
Authority of Board and Municipal Project Manager............................................ 59
Inspection . .. .. . .. .. . . . .. .. . . . ... .. . .. .. .. . . . ... .. . . . ... . . . ... . . .. .. .. . .. .. . . . ... .. . . . .. . .. . . .. . . . . . .. .. . ... . .. . . . 60
Changes in Work
Changes Requested by the Contractor........ .................................................... 61
Changes Initiated by the Agency.................. .................................................... 61
Extra Work................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62
Changed Conditions .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 65
Disputed Work . . . . . . . . . .. . . . . . . . . . .. .. . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. .. . .. . . . . . . . . . . .. .. .. . . . . . . . . . . . .. . . 67
Control of Materials
Materials and Workmanship......................... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 70
Materials Transportation, Handling and Storage............................................... 74
Utilities
Location . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . .. .. .. . . . . . . . . . .. . . . .. .. . . . . . . . . . . .. . .. . . . . . . . . . 75
Protection .................................................... .................................................... 75
Removal.......................................................................................................... 76
Relocation.................................................... . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . .. . . 76
Delays.............................................................................................................. 77
Cooperation . .. . . . . . . .. . . .. .. . . . . . . . . . .. . . . . .. . . .. . . . . . . . . .. . .. . . .. . . . . . . . . .. . .. . . . . .. . . . . . . . . . .. . .. . . . . .. . . . . . . . 77
Prosecution, Progress and Acceptance of the Work
Construction Schedule and Commencement of Work....................................... 78
Prosecution of Work..................................... . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 82
Suspension ofWork..................................... .................................................... 82
Default by Contractor................................... . . . .. .. .. .. . . . .. . .. . . . . . .. .. .. . .. . .. .. .. .. .. .. . .. . .. 83
Termination of Contract................................ .................................................... 83
Delays and Extensions of Time.................... .................................................... 83
Time of Completion...................................... . . . . . . . . . . . . . . . . . . . . .. .. .. .. . . . . . . . . .. .. .. . . . . . . . . . . 84
Completion, Acceptance, and Warranty....... .................................................... 85
Liquidated Damages.................................... . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . 85
Use of Improvement During Construction . . .. . .. . . .. . .. . . .. . . . .. .. .. . .. . . .. . .. .. .. . .. . . . . .. .. . . . . 86 ., '-+' Revised 3/6/15 Contract No. 4020 Page 3 of 116 Pages
Section 7
7-1
7-2
7-3
7-4
7-5
7-6
7-7
7-8
7-9
7-10
7-11
7-12
7-13
7-14
Section 8
8-1
8-2
8-3
8-4
8-5
8-6
Section 9
9-1
9-2
9-3
9-4
Responsibilities of the Contractor
Contractor's Equipment and Facilities.......... .................................................... 87
labor............................................................................................................... 87
liability Insurance........................................ .................................................... 87
Workers' Compensation Insurance . .. . . .. . . . ... . . . . . .. . . . . . ... . . . .. . .. . ... . . . . . .. . . . . ... . .. . . . . .. . .. 87
Permits........................................................ ..................................................... 88
The Contractor's Representative.................. .................................................... 88
Cooperation and Collateral Work................. .................................................... 88
Project Site Maintenance.............................. .......................................................... 89
Protection and Restoration of Existing Improvements....................................... 91
Public Convenience and Safety .. .... .. .. .. .. .... . .. .. .. . .... .. .. .. .. .. .. ..... ...... .. .. .. .. .. .. .. .... 91
Patent Fees or Royalties.............................. . .. . .. . . . . . . . . . . . .. . . . . . .. . . .. . . . . . . . . .. .. . . .. . . . .. . 97
Advertising . . .. . . . . .. .. . .. .. .. . .. .. .. .. .. . . .. . .. . .. . .. . . . . .. . . . .. .. . . . . . . . .. . .. . .. . .. . .. . .. . . .. .. .. . .. . . .. .. .. . .. . 97
Laws to be Observed . . . . . . .. . . . . .. . . . . . .. . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . . .. . . . . . .. . . . . .. . . . . . . 97
Antitrust Claims............................................ .................................................... 97
Facilities for Agency Personnel
General............................................................................................................ 98
Field Office Facilities.................................... .................................................... 98
Field Laboratories .. . .. . . . . .. .. .. . . .. .. . .. .. . . .. . . .. .. .. .. . .. . .. . . .. . .. . . . . .. .. .. .. . .. . .. .. . . .. . .. . . .. .. . .. . . . 99
Bathhouse Facilities..................................... . . . ... . . . . . .. . .. . .. . . . . . .. . . . . ... . . . . . .. . . . . . . . . .. . . 99
Removal of Facilities.................................... .................................................... 99
Basis of Payment......................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99
Measurement and Payment
Measurement of Quantities for Unit Price Work .. . . .. . .. ... .. .. .. .. .. . . .. ... .... .. .. .. . .. .. .. .. 100
Lump Sum Work.......................................... .. .. .. .. .. .. . . . .. .. .. . . .. .. .. . . .. . .. .. . .. .. .. .. .. . .. 1 00
Payment ......................................... , . . . . . .. . . .. .. . .. . . . . . . . . .. . . .. . .. . . . . . .. .. . . . . .. . . . . . . . . . . .. . . . . . . 1 00
Bid Items...................................................... .................................................... 104
-~ '-+' Revised 3/6/15 Contract No. 4020 Page 4 of 116 Pages
TECHNICAL SPECIFICATIONS
DIVISION 14-CONVEYING SYSTEMS
142100 Electric Traction Elevators
., '-+' Revised 3/6/15 Contract No. 4020 Page 5 of 116 Pages
CITY OF CARLSBAD,
CALIFORNIA
NOTICE INVITING BIDS
UNTIL 2:00PM ON APRIL 13, 2015, the City shall accept sealed bids, clearly marked as such, at the
Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail,
delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be
opened and read, for performing the work as follows: provision and installation of an electric two-stop,
MRL elevator at the City of Carlsbad's Georgina Cole Library. The successful contractor will work
closely with the previously chosen library renovation contractor. The elevator supplier will supply the
required hoist beam to the general contractor for installation.
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
BID NO. PWI15-66FAC
INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS
This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable
offer that shall remain valid and in full force for a period of 90 days and such additional time as may
be mutually agreed upon by the City of Carlsbad and the Bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing Department.
Each bid must be accompanied by security in a form and amount required by law. The bidder's security
of the second and third next lowest responsive bidders may be withheld until the Contract has been
fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or
deemed void, within ten (1 0) days after the Contract is awarded. Pursuant to the provisions of law
(Public Contract Code section 1 0263}, appropriate securities may be substituted for any obligation
required by this notice or for any monies withheld by the City to ensure performance under this Con-
tract. Section 1 0263 of the Public Contract Code requires monies or securities to be deposited with
the City or a state or federally chartered bank in California as the escrow agent. The escrow agent
shall maintain insurance to cover negligent acts and omissions of the agent in connection with the
handling of retentions under this section in an amount not less than $100,000 per contract.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a
contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
The work shall be performed in strict conformity with the plans, provisions, and specifications Carlsbad
on file with the Public Works Department. The specifications for the work include City of Carlsbad
Technical Specifications Specification Reference is hereby made to the plans and specifications for
full particulars and description of the work.
The City of Carlsbad encourages the participation of minority and women-owned businesses.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to
utilize recycled and recyclable materials when available, appropriate and approved by the Municipal
Projects Manager . ...
\.., Revised 3/6/15 Contract No. 4020 Page 6 of 116 Pages
BID DOCUMENTS
The bid documents comprise the following documents which must be completed and properly exe-
cuted including notarization, where indicated.
1. Contractor's Proposal
2. Bidder's Bond
3. Noncollusion Declaration
4. Designation of Subcontractor and Amount of Subcontractor's Bid
5. Bidder's Statement of Technical Ability and Experience
6. Acknowledgement of Addendum( a)
7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers
may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of
this contract.
8. Bidder's Statement Re Debarment
9. Bidder's Disclosure Of Discipline Record
10. Escrow Agreement for Security Deposits-(optional, must be completed if the Bidder wishes to
use the Escrow Agreement for Security)
ENGINEER'S ESTIMATE:
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are ap-
proximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $130,000.
TIME OF COMPLETION:
The contractor shall complete the Work within the time set in the contract as defined in the General
Provisions Section 6-7.
SPECIAL TV CONTRACTORS:
ACCEPTABLE LICENSE TYPES
Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a con-
tractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall
be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be
invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal
funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all
other cases the contractor shall state their license number, expiration date and classification in the
proposal, under penalty of perjury. This invitation to bid does not involve federal funds. The following
classifications are acceptable for this contract: C-11.
ESCROW AGREEMENT
If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of
the usual 5% retention from each payment, these documents must be completed and submitted with
the signed contract. The escrow agreement may not be substituted at a later date.
OBTAINING PLANS AND SPECIFICATIONS
Sets of plans, various supplemental provisions, and Contract documents may be obtained at the Cash-
ier's Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-
7314, for a non-refundable fee of $25.00 per set. If plans and specifications are to be mailed, the cost
for postage should be added. Also available at www.carlsbadca.gov.
INTENT OF PLANS AND SPECIFICATIONS
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, spec-
ifications or other contract documents, or finds discrepancies in or omissions from the drawings and
·~ \.~ Revised 3/6/15 Contract No. 4020 Page 7 of 116 Pages
specifications may submit to the Municipal Projects Manager a written request for clarification or cor-
rection. Any response will be made only by a written addendum duly issued by the Municipal Projects
Manager a copy of which wiil be mailed or delivered to each person receiving a set of the contract
documents. No oral response will be made to such inquiry. Prior to the award of the contract, no
addition to, modification of or interpretation of any provision in the contract documents will be
given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore
specified. No bidder may rely on directions given by any agent, employee or contractor of the
City of Carlsbad except as hereinbefore specified.
REJECTION OF BIDS
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or
informality in such bids.
PREVAILING WAGE TO BE PAID
The general prevailing rate of wages for each craft or type of worker needed to execute the Contract
shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770,
1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of
applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract
is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed
by him or her in the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5
of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcon-
tracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes
of section 4107 and 4107.5.
The provisions of Part 7, Chapter 1 , of the Labor Code commencing v1ith section 1720 shall apply to
the Contract for work.
A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the
requirements of Section 4104 of the Public Contract Code, or engage in the performance of any con-
tract for public work, unless currently registered and qualified to perform public work pursuant to Sec-
tion 1725.5. This project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
PRE BID MEETING
A pre-bid meeting and tour of the project site will not be held.
UNIT PRICES AND COMPUTATION OF BIDS
All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this
proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and
figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected
extension shall be calculated and the bids will be computed as indicated above and compared on the
basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
ADDENDUMS
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to
bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
~~ ~.,Revised 3/6/15 Contract No. 4020 Page 8 of 116 Pages
BOND AND INSURANCE REQUIREMENTS
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an
amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor
shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one
hundred percent (1 00%) of the total amount payable by the terms of the contract. These bonds shall
be kept in full force and effect during the course of this project, and shall extend in full force and effect
and be retained by the City until they are released as stated in the General Provisions section of this
contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact
the business of insurance in California and whose assets exceed their liabilities in an amount equal to
or in excess of the amount of the bond. The bonds are to be accompanied by the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other
instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
If the bid is accepted, the City may require copies of the insurer's most recent annual statement and
quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with
section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the
insurer's receipt of a request to submit the statements.
Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII
2) Are admitted and authorized to transact the business of insurance in the State of California by the
Insurance Commissioner.
Auto policies offered to meet the specification of this contract must
1) Meet the conditions stated above for all insurance companies.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned,
non-owned or hired, and whether scheduled or non-scheduled.
Workers' compensation insurance required under this contract must be offered by a company meeting
the above standards with the exception that the Best's rating condition is waived. The City does accept
policies issued by the State Compensation Fund meeting the requirement for workers' compensation
insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
The award of the contract by the City Council is contingent upon the Contractor submitting the required
bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor
fails to comply with these requirements, the City may award the contract to the second or third lowest
bidder and the bid security of the lowest bidder may be forfeited.
BUSINESS LICENSE
The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad
Business license for the duration of the contract
APRIL 2, 2015
Date Deputy City Clerk
., "'-+' Revised 3/6/15 Contract No. 4020 Page 9 of 116 Pages
CITY OF CARLSBAD
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
CONTRACTO~SPROPOSAL
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, read the Notice
Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and ad-
denda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and
services required to do all the work to complete Contract No. 4020 in accordance with the Plans,
Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will
take in full payment therefore the following unit prices for each item complete, to wit:
Item
No. Description
A-1 Bid for fabrication, delivery
and installation of the eleva-
tor
One hundred twenty five
thousand five hundred thirty
one dollars and twenty five
cents
(Price in Words)
A-2 Annual Maintenance Cost
(price to be applied to a five
year maintenance agree-
ment)
N/A
(Price in Words)
SCHEDULE "A"
Approximate
Quantity
And Unit
LS
Per year
Unit Price
(Figures)
$ __ _,_N=/A'-'---
$ _ ___,N=/.:....:A'---
Total Amount
(Figures)
$ 125,531.25
$ _ _.:....::N/"-'A'---
Total amount of bid in numbers for Items "A-1" and "A-2": $--'-'12=5=5=3=-1:....:.;.2=5:..--_______ _
Total amount of bid in words for Items "A-1" and "A-2": One hundred twenty five thousand five hun-
dred thirty one dollars and twenty five cents
The basis of award will be the total of Items "A-1"and "A-2".
Price(s) given above are firm for 90 days after date of bid opening.
Addendum(a) No(s). _________ has/have been received and is/are included in this pro-
posal.
{'\
• ., Revised 3/6/15 Contract No. 4020 Page 1 0 of 116 Pages
The Undersigned has carefully checked all of the above figures and understands that the City will not
be responsible for any error or omission on the part of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within twenty (20) days from the date of award of Contract by the City
Council of the City of Carlsbad, the City may administratively authorize award of the contract to the
second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number 179166, classification C11 and 021 which expires on June 30, 2016, and that this
statement is true and correct and has the legal effect of an affidavit.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is registered with the
Department of Industrial Relations under registration number 1 and that this statement is
true and correct and has the legal effect of an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business
and Professions Code shall be considered nonresponsive and shall be rejected by the City §
7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by
the failure of the bidder to be licensed in accordance with California law. However, at the time the
contract is awarded, the contractor shall be properly licensed.
The Undersigned bidder hereby represents as follows:
1. That no Council member, officer agent, or employee of the City of Carlsbad is personally inter-
ested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no repre-
sentation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her
to enter into this Contract, excepting only those contained in this form of Contract and the papers
made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a bid for the
same work, and is in all respects fair and without collusion or fraud.
Accompanying this proposal is _____________ (Cash, Certified Check, Bond or
Cashier's Check) for ten percent ( 10%) of the amount bid.
The Undersigned is 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 agrees to comply with such provisions before com-
mencing the performance of the work of this Contract and continue to comply until the contract is
complete.
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to
the general prevailing rate of wages for each craft or type of worker needed to execute the Contract
and agrees to comply with its provisions .
. ,
f.+r Revised 3/6/15 Contract No. 4020 Page 11 of 116 Pages
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname) of proprietor
(3) Place of Business
(Street and Number)
City and State---------------------------
(4) Zip Code--------Telephone No.--------------
(5) E-Mail __________________________ _
IF A PARTNERSHIP. SIGN HERE:
(1) Name under which business is conducted _________________ _
(2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner)
(3) Place of Business--------------------------
(Street and Number)
City and State--------------------------
(4) Zip Code--------Telephone No.--------------
(5) E-Mail ____________________ _
., ~+' Revised 3/6/15 Contract No. 4020 Page 12 of 116 Pages
IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted-----------------
(2) ____________________________________________________ __
(Signature)
(Title)
Impress Corporate Seal here
(3) Incorporated under the laws of the State of-----------
(4) Place of Business
(Street and Number)
City and State--------------------------
(5) Zip Code---------Telephone No.-------------
(6) E-Mail ____________________ __
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED
.,
f.., Revised 3/6/15 Contract No. 4020 Page 13 of 116 Pages
List below names of president, vice president, secretary and assistant secretary, if a corporation; if a
partnership, list names of all general partners, and managing partners:
f.' •+' Revised 3/6115 Contract No. 4020 Page 14 of 116 Pages
BID SECURITY FORM
(Check to Accompany Bid)
ELE.CTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
(NOTE: The following form shall be used if check accompanies bid.)
Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
CARLSBAD, in the sum of-------------------------
______________________ dollars($ ,
this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall
become the property of the City provided this proposal shall be accepted by the City through action of
its legally constituted contracting authorities and the undersigned shall fail to execute a contract and
furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage
within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of
this check shall also become the property of the City if the undersigned shall withdraw his or her bid
within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise re-
quired by law, and notwithstanding the award of the contract to another bidder.
BIDDER
*Delete the inapplicable word.
(NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be
executed--the sum of this bond shall be not less than ten percent (1 0%) of the total amount of the bid.)
.,
\.., Revised 3/6/15 Contract No. 4020 Page 15 of 116 Pages
BIDDER'S BOND TO ACCOMPANY PROPOSAL
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
KNOW ALL PERSONS BY THESE PRESENTS:
That we, , as Principal, and ,
as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows:
(must be at least ten percent (1 0%) of the bid amount) for which
payment, well and truly made, we bind ourselves, our heirs, executors and administrators, successors
or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above-
bounden Principal for:
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter into and
execute a Contract including required bonds and insurance policies within twenty (20) days from the
date of award of Contract by the City Council of the City of Carlsbad, being duly notified of said award,
then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect,
and the amount specified herein shall be forfeited to the said City.
In the event Principal executed this bond as an individual, it is agreed that the death of Principal shall
not exonerate the Surety from its obligations under this bond.
!I.,._
{.., Revised 3/6/15 Contract No. 4020 Page 16 of 116 Pages
Executed by PRINCIPAL this ____ day of _________ , 20 __ .
PRINCiPAL:
(name of Principal)
By: _____________________ _
(sign here)
(print name here)
(Title and Organization of Signatory)
By: _____________________ _
(sign here)
(print name here)
(title and organization of signatory)
Executed by SURETY this day
of ,20 __ .
SURETY:
(name of Surety)
(address of Surety)
(telephone number of Surety)
By: ____________________________ _
(signature of Attorney-in-Fact)
(printed name of Attorney-in-Fact)
(Attach corporate resolution showing current power of attorney.)
(Proper notarial acknowledgment of execution by PRINCIPAL and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant sec-
retary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
CELIA A. BREWER
City Attorney
By: ______ ~--------------------------------Assistant City Attorney
-~ \.., Revised 3/6/15 Contract No. 4020 Page 17 of 116 Pages
GUIDE FOR COMPLETING
THE "DESIGNATION OF SUBCONTRACTORS" FORM
REFERENCES Prior to preparation of the following "Subcontractor Disclosure Form" Bidders are
urged to review the definitions in section 1-2 of the Genera! Provisions to this Contract, especially,
"Bid", "Bidder", "Contract", "Contractor'', "Contract Price", "Contract Unit Price", "Engineer'', "Own Or-
ganization", "Subcontractor'', and "Work". Bidders are further urged to review sections 2-3
SUBCONTRACTS of the General Provisions.
CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder
proposes to perform. Bidders are cautioned that failure to provide complete and correct information
may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than
50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bid-
der's own organization will be rejected as non-responsive. Specialty items of work that may be so
designated by the Municipal Projects Manager on the "Contractor's Proposal" are not included in com-
puting the percentage of work proposed to be performed by the Bidder.
INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every
subcontractor whom the Bidder proposes to perform work or labor or render service in or about the
work or improvement, and every subcontractor licensed as a contractor by the State of California
whom the Bidder proposes to specially fabricate and install any portion of the work or improvement
according to detailed drawings contained in the plans and specifications in excess of one-half of one
percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets
and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars
($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be
set forth and included as an integral part of the bid offer.
The Designation of Subcontractors form must be submitted as a part of the Bidder's sealed bid. Failure
to provide complete and correct information may result in rejection of the bid as non-responsive.
Suppliers of materials from sources outside the limits of work are not subcontractors. The value of
materials and transport of materials from sources outside the limits of work, as shown on the plans,
shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes
as installer of said materials. The value of material incorporated in any Subcontractor-installed bid
item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to
be performed by the Subcontractor installing said item.
When a Subcontractor has a Carlsbad business license, the number must be entered on the proper
form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate
space.
When the Bidder proposes using a Subcontractor to construct or install less than 1 00 percent of a bid
item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The ex-
planation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to
perform no less than fifty percent (50%) of the work with its own forces.
Determination of the subcontract amounts for purposes of award of the contract shall be determined
by the City Council in conformance with the provisions of the contract documents and the various
supplemental provisions. The decision of the City Council shall be final.
-~ ~., Revised 3/6115 Contract No. 4020 Page 18 of 116 Pages
Contractor is prohibited from performing any work on this project with a subcontractor who is ineligi-
ble to pertorm work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7.
Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the
required information. The page number and total number of additional form pages shall be entered in
the location provided on each type of form so duplicated.
f.'\ •+" Revised 3/6/15 Contract No. 4020 Page 19 of 116 Pages
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
(To Accompany Proposal)
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this
bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as
designated in this list in accordance with applicable provisions of the specifications and section 4100
et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder
further certifies that no additional subcontractor will be allowed to perform any portion of the Work in
excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for
construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%)
or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors
listed work will be made except upon the prior approval of the Agency.
SUBCONTRACTOR'S BID ITEMS
Subcontractor's Amount of
Subcontractor Name and License No., Work by Sub-
Portion of Work Location of Business Classification* contractor in
and DIR Regis-Dollars*
tration No.
Page __ of __ pages of this Subcontractor Designation form
.,
f.tr Revised 3/6/15 Contract No. 4020 Page 20 of 116 Pages
BIDDER'S STATEMENT OF
TECHNICAL ABILITY AND EXPERIENCE
(To Accompany Proposal)
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
The Bidder is required to state what work of a similar character to that included in the proposed Con-
tract he/she has successfully performed and give references, with telephone numbers, which will en-
able the City to judge his/her responsibility, experience and skill. An attachment can be used.
Date Con-Amount
tract Com-Name and Address Name .and Phone No. of Con-
pleted of the Employer of Person to Con-Type of Work tract
tract
I
.,
f.., Revised 3/6/15 Contract No. 4020 Page 21 of 116 Pages
BIDDER'S CERTIFICATE OF INSURANCE FOR
GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE
LIABILITY AND WORKERS' COMPENSATION
(To Accompany Proposal)
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
As a required part of the Bidder's proposal the Bidder must attach either of the following to this page.
1) Certificates of insurance showing conformance with the requirements herein for each of:
D Comprehensive General Liability
D Automobile Liability
D Workers Compensation
D Employer's Liability
2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon
payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for
Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's
Liability in conformance with the requirements herein and Certificates of insurance to the Agency
showing conformance with the requirements herein.
All certificates of insurance and statements of willingness to issue insurance for auto policies offered
to meet the specification of this contract must:
1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project
for each insurance company that the Contractor proposes.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether
owned, non-owned or hired, and whether scheduled or non-scheduled.
·~ ~., Revised 3/6115 Contract No. 4020 Page 22 of 116 Pages
RIDERNO. 1
The parties hereby agree to be bound to the tenns contained in the Agreement between KONE Inc.
and City of Carlsbad (the "Agreement"), together with those terms contained in this Rider.
Provided, however, that notwithstanding any tenns contained in the Agreement to the contrary, in
the event of conflict between terms contained in the Agreement and terms contained in this Rider
No. 1, the terms in this Rider shall supersede and prevail.
1. As confinnation, neither party shall be liable for consequential damages.
2. Article 9: Add the following language for clarification: "Entire paragraph regarding
indemnification and defense applies only to the extent that such claims, loss, damage, injury
or liability was caused by the negligence of this Contractor (or its subordinates), or its failure
to comply with applicable law, rules or regulations and not to the extent caused by others."
3. Delete the additional insured requirement. In lieu thereof, Contractor will provide an Owners
and Contractors Protective Liability Policy, which lists The City as Named Insured. Limits to
be $5,000,000.
4. As confinnation, liquidated damages are not applicable to this Contractor's work.
ACCEPTED:
CITY OF CARLSBAD
Q.S.F. 3.11.1.1
Rev 3 (11/01)
KONEINC.
BY:
JEFF BLUM
TITLE: SENIOR VICE PRESIDENT
DATE: June 26 2015
KONE CONTRACT# 6320296
OWNERS AND CONTRACTORS PROTECTIVE
LIABILITY DECLARATIONS
OLD REPUBLIC INSURANCE COMPANY
OLDREPlBUC
*lit lilt 't\!r ln•u•·•.,e• C<>ml"'"'
PRODUCER POLICY NUMBER
MWZV 57677
POLICY HOLDER SERVICE OFFICE
Old Republic Risk Management, Inc.
445 South Moorland Road, Suite 300
Brookfield, WI 53005
Aon Risk Services Central, Inc.
200 E. Randolph St.
(877) 797-3400
RENEWAL OF NUMBER
NAMED INSURED AND MAILING ADDRESS
THE CITY OF CARLSBAD
1635 FARADAY AVENUE
CARLSBAD, CA 92008
POLICY PERIOD: FROM 5/18/2015 to 5/17/2017
Location of Covered Operations: COLE LIBRARY RENOVATIONS
1250 CARLSBAD VILLAGE DRIVE
CARLSBAD, CA 92008
KONE CONTRACT# 6320296
Designated Contractor: KONE INC.
Mailing Address: ONE KONE COURT, MOLINE, IL 61265
Chicago, IL 60601
at 12:01 A.M. Standard Time at your mailing address
shown above.
IN RETURN FOR THE PAYMENT OF THE PREMIUM AND SUBJECT TO ALL THE TERMS OF THE POLICY, WE AGREE WITH YOU TO
PROVIDE THE INSURANCE AS STATED IN THIS POLICY
LIMITS OF INSURANCE
Each Occurrence Limit $5,000,000.00
Aggregate Limit $5,000,000.00
DESCRIPTION OF BUSINESS
Form of Business:
D Individual D Joint Venture D Partnership D Limited Liability Company D Corporation • Organization (Other than one indicated above)
Business Description: OWNER
CLASSIFICATION AND PREMIUM-SUBJECT TO AUDIT
Classification Code No. Premium Rate Per Advance Premium
Base 1000 of Cost
$125,531.00 $ Included
Audit Period (If applicable) State Tax/Other (if applicable) $
Total Advance Premium $
Premium shown is payable $ at inception
FORMS AND ENDORSEMENTS
Forms and Endorsements applying to this coverage part and made part of this policy at time of issue:
See Attached for List of Forms/Endorsements
Countersigned: 8/20/2015 By
Authorized Representative
Includes copyrighted material of Insurance Services Office, Inc., with its permission.
CG DEC GN 0001 04 99 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 3
POLICY IDENTIFICATION
DECLARATIONS-GENERAL LIABILITY POLICY MWZY 57677
FORMS AND ENDORSEMENTS (Page 1 of 1)
FORMS AND ENDORSEMENTS ATTACHED TO THIS POLICY AT INCEPTION
Form No.
CL 177 12 07
CG 00 09 0413
PIL 008 12 03
CG29511207
PGL 00411 03
PGL 023 0413
CG 33 70 03 05
CG 31 3112 04
IL 00 21 09 08
CG 21 73 01 08
CG 21 87 01 07
CG 29 05 07 05
IL 01 47 09 11
IL01621013
PGL 05912 04
GL 551 01 Oa 0109
CG 28 0510 01
IL 00 03 09 08
CG 28 0410 93
Description
Quick Reference Owners And Contractors Protective
Liability Coverage Part
Owners And Contractors Protective Liability Coverage
Form-Coverage for Operations Of Designated Contractor
Economic and Trade Sanctions Condition
Employment-Related Practices Exclusion
Asbestos Exclusion Endorsement
Lead Exclusion Endorsement
Silica or Silica-Related Dust Exclusion
Fungi Or Bacteria Exclusion
Nuclear Energy Liability Exclusion Endorsement
Exclusion of Certified Acts of Terrorism
Conditional Exclusion of Terrorism (Relating to Disposition of
Federal Terrorism Risk Insurance Act)
Illinois Changes -Cancellation And Non renewal
Illinois Changes-Civil Union
Illinois Changes-Defense Costs
Total Pollution Exclusion with a Building Heating, Cooling and
Dehumidifying Equipment Exception and a Hostile Fire Exception
Issuance of Certificates of Insurance
Personal Injury Liability
Calculation of Premium
Earlier Notice of Cancellation Provided By Us
This declaration and the coverage form(s) and endorsements, if any, listed above and attached, complete this policy.
Countersigned at: ----------------Authorized Agent:
Date: 8/20/2015
Includes copyrighted material of Insurance Services Office, Inc., with its permission.
CG DEC GN 0001 04 99 Copyright, Insurance Services Office, Inc., 1998 Page2 of 3
BIDDER'S STATEMENT RE DEBARMENT
(To Accompany Proposal)
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another
jurisdiction in the State of California?
yes no
2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debar-
ment(s)? Attach additional copies of this page to accommodate more than two debarments.
party debarred party debarred
agency agency
period of debarment period of debarment
BY CONTRACTOR:
(name of Contractor)
By: __________________________ __
(sign here)
(print name/title)
Page ___ of __ pages of this Re Debarment form
f.' •+' Revised 3/6/15 Contract No. 4020 Page 23 of 116 Pages
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
Contractors are required by law to be licensed and regulated by the Contractors' State License Board
which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent
act or omission is filed within four years of the date of the alleged violation. A complaint regarding a
latent act or omission pertaining to structural defects must be filed within 10 years of the date of the
alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors'
State License board, P.O. Box 26000, Sacramento, California 95826.
1) Have you ever had your contractor's license suspended or revoked by the California Contractors'
State license Board two or more times within an eight year period?
yes no
2) Has the suspension or revocation of your contractor's license ever been stayed?
yes no
3) Have any subcontractors that you propose to perform any portion of the Work ever had their con-
tractor's license suspended or revoked by the California Contractors' State license Board two or
more times within an eight year period?
yes no
4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform
any portion of the Work ever been stayed?
yes no
5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party
disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of
the violation and the disciplinary action taken therefore.
(If needed attach additional sheets to provide full disclosure.)
Page __ of __ pages of this Disclosure of Discipline form
(' f1 Revised 3/6/15 Contract No. 4020 Page 24 of 116 Pages
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
ELE.CTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's
discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the
nature of the violation and the condition (if any) upon which the disciplinary action was stayed.
(If needed attach additional sheets to provide full disclosure.)
BY CONTRACTOR:
(name of Contractor)
By: ___________________________ __
(sign here)
(print name/title)
Page __ of __ pages of this Disclosure of Discipline form ., ~+' Revised 3/6/15 Contract No. 4020 Page 25 of 116 Pages
NONCOLLUSION DECLARATION TO BE EXECUTED BY
BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
The undersigned declares:
I am the _____ of ______ , the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company,
association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder
has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The
bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone
else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the
bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of
any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly,
submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged infor-
mation or data relative thereto, to any corporation, partnership, company, association, organization,
bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not
paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint
venture, limited liability company, limited liability partnership, or any other entity, hereby represents
that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true
and correct and that this declaration is executed on , 20 __ at
____ [city], [state].
Signature of Bidder
-~ {..,Revised 3/6/15 Contract No. 4020 Page 26 of 116 Pages
CONTRACT
PUBLIC WORKS
This agreement is made this Q?.'8~ day of AJ US t , 20 /5(
by and between the City of Carlsbad, California, a municipal c oration, (hereinafter called "City"),
and Kane inc. whose principal place of business is 9850 Businesspark Avenue, San Diego, California
92131 (hereinafter called "Contractor"}.
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all work specified in the Contract documents
for:
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
(hereinafter called "project11)
2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equip-
ment, and personnel to perform the work specified by the Contract Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids,
Contractor's Proposal, Bidder's Bond, Nonco!lusion Declaration, Designation of Subcontractors, Tech-
nical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form,
the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications
and General Provisions, and all proper amendments and changes made thereto in accordance with
this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated
herein by this reference.
Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indi-
cated, specified, and implied by the Contract Documents. Any items of work not indicated or specified,
but which are essential to the completion of the work, shall be provided at the Contractor's expense
to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be
the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent
will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of
this condition of the Contract will not relieve responsibility of compliance.
4. Payment. For all compensation for Contractor's performance of work under this Contract, City
shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of
this contract. The Municipal Projects Manager will close the estimate of work completed for progress
payments on the last working day of each month. The City shall withhold retention as required by
Public Contract Code Section 9203.
Revised 3/6115 Contract No. 402.0 Page 27 of '! 16 Pages
5. Independent Investigation. Contractor has made an independent investigation of the jobsite,
the soil conditions at the jobsite, and ail other conditions that might affect the progress of the work,
and is aware of those conditions. The Contract price includes payment for all work that may be done
by Contractor, whether anticipated or not, in order to overcome underground conditions. Any infor-
mation that may have been furnished to Contractor by City about underground conditions or other job
conditions is for Contractor's convenience only, and City does not warrant that the conditions are as
thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has
not relied on information furnished by City.
6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches
or other excavations that extend deeper than four feet below the surface Contractor shall promptly,
and before the following conditions are disturbed, notify City, in writing, of any:
A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as
defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I,
Class II, or Class Ill disposal site in accordance with provisions of existing law.
B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature,
different materially from those ordinarily encountered and generally recognized as inherent in work of
the character provided for in the contract
City shaH promptly investigate the conditions, and if it finds that the conditions do materially so differ,
or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time
required for, performance of any part of the work shall issue a change order under the procedures
described in this contract.
In the event that a dispute arises between City and Contractor whether the conditions materially differ,
or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time re-
quired for, performance of any part of the work, contractor shall not be excused from any scheduled
completion date provided for by the contract, but shall proceed with all work to be performed under
the contract. Contractor shall retain any and all rights provided either by contract or by law which
pertain to the resolution of disputes and protests between the contracting parties.
7. immigration Reform and Control Act Contractor certifies it is aware of the requirements of
the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and
will comply with these requirements, including, but not limited to, verifying the eligibility for employment
of all agents, employees, subcontractors, and consultants that are included in this Contract.
8. Prevailing Wage. Pursuant to the California labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of per diem wages in accordance with
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates
is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to Cali-
fornia labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies
of all applicable prevailing wages on the job site.
Revised 3/6/15 Contract No. 4020 Page 28 of 116 Pages
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and
indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage,
injury and liability of every kind, nature and description, directly or indirectly arising from or in cormec-
tion with the performance of the Contract or work; or from any failure or alleged failure of Contractor
to comply with any applicable !aw, rules or regulations including those relating to safety and health;
and from any and ail claims, loss, damages, injury and liability, howsoever the same may be caused,
resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or
damage caused by the sole or active negligence or willful misconduct of the City. The expenses of
defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other
dispute resolution method.
Contractor shall also defend and indemnify the City against any challenges to the award of the contract
to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs
include the cost of separate counsel for City, if City requests separate counsel.
Contractor shall also defend and indemnify the City against any challenges to the award ofthe contract
to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Con-
tractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for
the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel.
10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damage to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his or her agents, representatives,
employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in
City Council Policy # 70.
(A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits
Indicted herein:
a. Commercial General liability Insurance: $1,000,000 combined single limit per occurrence for
bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the
amounts specified shall be established forthe risks for which the City or its agents, officers or employ-
ees are additional insured.
b. Business Automobile liability Insurance: $1 ,000,000 combined single limit per accident for
bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the
performance of the contract, used onslte or offsite, whether owned, non-owned or hired, and whether
scheduled or non-scheduled.
c. Workers' Compensation and Employers' liability Insurance: Workers' compensation limits
as required by the labor Code of the State of California. Workers' compensation offered by the State
Compensation Insurance Fund is acceptable to the City.
(B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this
agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance
contain, or are endorsed to contain, the following provisions.
a. The City, its officials, employees and volunteers are to be covered as additional insured as re-
spects: liability arising out of activities performed by or on behalf of the Contractor; products and com-
pleted operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The
coverage shall contain no special !imitations on the scope of protection afforded to the City, its officials,
employees or volunteers. All additional insured endorsements must be evidenced using separate doc-
uments attached to the certificate of insurance; one for each company affording general liability, and
employers' liability coverage.
Revised 3/6115 Contract No. ~ Page 29 of i 16 Pages
b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials,
employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, em-
ployees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it.
c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided
to the City, its officials, employees or volunteers.
d. Coverage shall state that the contractor's insurance shall apply separately to each insured against
whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.
(C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to
state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage
or limits except after ten (1 0) days' prior written notice has been sent to the City by certified mail, return
receipt requested.
(D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured reten-
tion levels must be declared to and approved by the City. At the option of the City, either: the insurer
shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its
officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and
related investigation, claim administration and defense expenses.
(E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a
waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its
officials or employees.
(F) Subcontractors. Contractor shall include an subcontractors as insured under its policies or shall
furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors
shall be subject to an of the requirements stated herein.
(G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's
Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of in-
surance by the State of California Insurance Commissioner as admitted carriers as evidenced by a
listing in the official publication of the Department of Insurance of the State of California and/or under
the standards specified by City Council Policy# 70.
(H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and
original endorsements affecting coverage required by this clause. The certificates and endorsements
for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on
its behalf. The certificates and endorsements are to be in forms approved by the City and are to be
received and approved by the City before the Contract is executed by the City.
(I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in
the Contractor's bid.
11. Claims and lawsuits. All claims by contractor for $375,000 or less shall be resolved in ac-
cordance with the provisions ln the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5
{commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is in-
cluded in Section 3 of the General Provisions. The contractor shall initially submit all claims over
$375,000 to the City using the informal dispute resolution process described in Public Contract Code
subsections 20104.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all
claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Gov-
ernment Code) for any claim or cause of action for money or damages prior to filing any lawsuit for
breach of this agreement.
Revised 3/6/15 Contract No. 4020 Page 30 of 116 Pages
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in anticipation
of litigation or in conjunction with litigation.
{B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be
considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections 12650
et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false
claim to a public entity. These provisions include false claims made with deliberate ignorance of the
false information or in reckless disregard of the truth or falsity of the information.
(D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims
Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim
may subject the Contractor to an administrative debarment proceeding wherein the Contractor may
be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025,
3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by an-
other jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from
participating in future contract bidding.
(H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for
resolution of any disputes between the parties arising out of this agreement is San Diego County,
California.
I have read and understand all provisions of Section 11 above. ____ init in it
12. Maintem.11nce of Records. Contractor shall maintain and make available at no cost to the City,
upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of
the labor Code. lf the Contractor does not maintain the records at Contractor's principal place of
business as. specified above, Contractor shall so inform the City by certified letter accompanying the
return of this Contract. Contractor shall notify the City by certified mail of any change of address of
such records.
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720
of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted
for any monies withheld by the City to secure performance of this contract for any obligation estab-
lished by this contract. Any other security that is mutually agreed to by the Contractor and the City
may be substituted for monies withheld to ensure performance under this Contract.
Revised 316/15 Contract No. ~ Page 31 of 1 i6 Pages
15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply
goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers
and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it
may have under Section 4 of the Clayton Act (15 U.S. C. Sec. 15) or under the Cartwright Act (Chapter
2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code),
arising from purchases of goods, services, or materials pursuant to the public works contract or the
subcontract. This assignment shall be made and become effective at the time the awarding body
tenders final payment to the contractor, without further acknowledgment by the parties.
16. Provisions Required by Law Deemed Inserted. Each and every provision of law and
clause required by law to be inserted in this Contract shall be deemed to be inserted herein and in-
cluded herein, and if, through mistake or otherwise, any such provision is not inserted, or is not cor-
rectly inserted, then upon application of either party, the Contract shall forthwith be physically
amended to make such insertion or correction.
17. Additional Provisions. Any additional provisions of this agreement are set forth in the "Gen-
eral Provisions" or "Supplemental Provisions" attached hereto and made a part hereof.
NOTARIAL ACKNOWLEDGMENT OF EXECUTiON BY ALL SIGNATORIES MUST BE ATTACHED
(CORPORATE SEAL)
CONTRACTOR:
KONE INC.
(print name and title)
By: I 1~
sign here)
~c~~f..l ~' A<..~-: ~~·c~
(print name and title)
CITY OF CARLSBAD a municipal corporation of
the State of California By:W ~ v-~~anage~ t~f~r~~ ~n.":jt'\ ~-o.:,cis""'A
ATTEST:
by ~<ONE is expressly conditioned
the terms ofiS,,·de,c tJ c, f
dated;~~~"'!;:)_QIS-.taldng precedence and
prevanlmg.
President or vice-president and secretary or assistant secretary must sign for corporations. If only one
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary
under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
CELIA A. BREWER
City Attorney
By: ~~~~~~~--------------------
Revisecl316/15 Contract No. 4020 Page 32 of 116 Pages
Notarial Acknowledgement
State of Illinois
County of Rock Island
On this the 3-tiaay ofJ. t ,;)._Dlr;e me, a Notary Public, duly commissioned
and sworn, personaHy appear d Michael P. Bauschka known to me to be the
Corporate Controller Treasurer of KONE Inc., the corporation described in and
that executed the within and foregoing instrument, and known to me to be the
person who executed the said instrument in behalf of the said corporation, and he
duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal,
the day and year stated in the certificate above.
Vicki LaFayette
Notary Public
My Commission Expires:
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of San Diego
before me Morgen Fry, Notary Public
·--~~------------------~-----------(insert name and title of the officer)
personally appeared ~ ~0 Vl
who proved to me on the basis of satisfa ory evidence to be the person(~ whose name~ is/-a.Fe
subscribed to the within instrument and acknowledged to me that ~/she/~1=1-ey executed the same in
his/her/their authorized capacity(ies), and that by -R+s/her/#'tetr signature(&) on the instrument the
persontsJ, or the entity upon behalf of which the person(e7 acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS my hand and official seal.
I&············ ·1 e MORGENFRY
Commission 11 2091497 ~ Notary Pubic -California ~
) San Diego County. -
••••• JJ~o~ewTB'!t4.J%1 d Signature~(})q (Seal)
KONE Inc.
CERTIFICATE OF SECRETARY
I hereby certify that the following is a true and correct copy of an excerpt of the
Bylaws ofKONE Inc., a Delaware corporation, which were adopted at a special meeting
of the sole stockholder of KONE Inc. by written consent dated May 10, 1995:
"The Chairman of the Board, the President, Senior Vice Presidents, Vice
Presidents, Assistant Vice Presidents, Treasurer, Secretary or Assistant
Secretary may enter into contracts or execute and deliver instruments in
the name and on behalf of the Corporation, except as otherwise provided
by law, the Articles or Incorporation, these Bylaws or a duly adopted
resolution of the Board of Directors.
Notwithstanding the foregoing, the Chairman of the Board, the President,
or any Senior Vice President of the corporation may authorize the
execution of contracts by such other officers, agents and employees as
they may select from time to time in their discretion with such limitations
and restrictions as their written authoriz~ns may prescribe."
I further certify that said Bylaws have not been amended or revoked and are still
in full force and effect:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate
seal of said KONE Inc. this 14th day of February, 2015. ··
Kurt E. Stepaniak
Secretary
KONE Inc.
DELEGATlON OF AUTIIOIUTY
I, Kurt Stepaniak, Senior Vice President, hereby delegate the authority granted to
me by the By-laws ofKONE Inc, to branch managers, assistant branch mc.magers, sales
managers, sales engineers and other sales personnel to sign and submit quotations,
change orders, contracts or contract renewals, bids and waivers on behalf ofKONE Inc.
Date~ March 16, 20 15 Kurt Stepaniak
Senior Vice President
Bond No. 82390091
LABOR AND MATERIALS BOND
WHEREAS, the City of Carlsbad, State of California, adopted has awarded to Kone Inc. (hereinafter
designated as the "Principal"), a Contract for:
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract
Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require
the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for
any materials, provisions, provender or other supplies or teams used in, upon or about the perfor-
mance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety
on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE, Kone Inc., as Principal, (hereinafter designated as the "Contractor"), and
FEDERAL INSURANCE COMPANY as Surety, are held
firmly bound unto the City of Carlsbad in the sum of one hundred twenty five thousand five hundred
thirty one Dollars and twenty five Cents($125,531.25), said sum being an amount equal to: One hun-
dred percent (1 00%) of the total amount payable under the terms of the contract by the City of Carls-
bad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and
administrators, successors, or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail
to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the
performance of the work contracted to be done, or for any other work or labor thereon of any kind,
consistent with California Civil Code section 9100, or for amounts due under the Unemployment In-
surance Code with respect to the work or labor performed under this Contract, or for any amounts
required to be deducted, withheld, and paid over to the Employment Development Department from
the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unem-
ployment Insurance Code with respect to the work and labor, that the Surety will pay for the same,
and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court
consistent with California Civil Code section 9554.
This bond shall inure to the benefit of any of the persons named in California Civil Code section 9100,
so as to give a right of action to those persons or their assigns in any suit brought upon the bond.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of
the Contract, or to the work to be performed hereunder or the specifications accompanying the same
shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of
time, alterations or addition to the terms of the contract or to the work or to the specifications.
l' •+' Revised 3/6/15 Contract No. 4020 Page 33 of 116 Pages
In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
~~~ 13th Executed by CONTRACTOR this .;;tD Executed by SURETY this _____ day
day of _ _____::):::..:-t!J:::;..' _"-_,'iff------' 20 IS.
CONTRACTOR:
By: __ ~;..,...=--=---=--~-----
( sign nere)
6u.'l.,-'Sr-f1l4vi.4t(
(print name here)
S~c."-v.ce/ ~~~.']r,...-1 ·-LJiUJ
(title and organization of signatory)
By ~he~efU
.)o S.~J 4r-b
(print name here)
Ass 'T:-St t..''L~¥-x'tt..-Y
(title and organization of signatory)
of ___ J_u_lY ________ , 20 15 .
SURETY:
FEDERAL INSURANCE COMPANY
(name of Surety)
15 Mountain View Road, Warren, NJ 07059
(address of Surety)
908-903-2000
. ..A j (telephone num~e~f Su~et~
By. -lllt_'l_,e. i. _k'f c r rrl/C .
(signature o Attorney-m-Fact)
Melissa L. Fortier
(printed name of Attorney-in-Fact)
(attach corporate resolution showing current power
of attorney)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer
signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate
seal empowering that officer to bind the corporation.}
APPROVED AS TO FORM:
CELIA A. BREWER
City Attar~
By: A~~
Assistant City Attorney
(.'\ •+' Revised 3/6/15 Contract No. 4020 Page 34 of 116 Pages
Bond No. 82390091
FAITHFUL PERFORMANCE/WARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution
No.. , adopted has awarded to
KONE INC· , (hereinafter
designated as the "Principal"), a Contract for:
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other
Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms· thereof require
the furnishing of a bond for the faithful performance and warranty of said Contract;
NOW, THEREFORE, WE, KONE INC· , as Principal,
(hereinafter designated as the "Contractor"), and FEDERAL INSURANCE COMPANY
, as Surety, are held and firmly bound unto the City of Carlsbad, -in-t~h-e_s_u_m_o_f~~o~n-e~H~u-n-drr-e'd-mTw-e--nty Five Thousand Five Hundred Thirty One and 25/100
----------------------Dollars($ 125,531.25_),
said sum being equal to one hundred percent ( 1 00%) of the estimated amount of the Contract, to be
paid to City or its certain attorney, its successors and assigns; for which payment, well and truly to be
made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, the:ir heirs,
executors, administrators, successors or assigns, shall in all things stand to and abide by, and well
and truly keep and perform the covenants, conditions, and agreements in the Contract and a111y alter-
ation thereof made as therein provided on their part, to be kept and performed at the time and in the
manner therein specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein
stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and
effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefore, there
shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, in-
curred by the City in successfully enforcing such obligation, all to be taxed as costs and included in
any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the t~erms of
the Contract, or to the work to be performed there under or the specifications accompanying the same
shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of
time, alterations or addition to the terms of the contract or to the work or to the specifications.
f.'\ •+' Revised 3/6/15 Contract No. 4020 Page 35 of 116 Pages
In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
f')"";f~ Executed by CONTRACTOR this---"'-~....::.-' __
day of _ __:):;_.:;_0--'J.· ____ , 20 ~-
CONTRACTOR:
KONE
By: __ ~~~--~--------------(sign · ere)
JL~\_,--Swt.~.N•fllt-
(print name here)
~?L. v;~ !kst~T -(A~
(Title and Organization of Signatory)
By: ~)~~
(print name here)
Assr: 5r~-s-~
(Title and Organization f s1gnatory)
Executed by SURETY this 13th clay of
July 2015 --------------' --
SURETY:
FEDERAL INSURANCE COMPANY
(name of Surety)
15 Mountain View Road, Warren, NJ 07059
(address of Surety)
908-903-2000
(telephone number of Surety)
By: ~~ d Rtf::,~_
(signature of Attorney-in-Fact)
Melissa L. Fortier
(printed name of Attorney-in-Fact)
(Attach corporate resolution showing current
power of attorney.)
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant sec-
retary under corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
CELIA A. BREWER
City Attorney
By:A~AAS}¢
f.' •+' Revised 3/6/15 Contract No. 4020 Page 36 of 116 Pages
Chubb
Surety
POWER
OF
ATTORNEY
Federal Insurance Company
Vigilant Insurance Company
Pacific Indemnity Company
Attn: Surety Depa1rtment
15 Mountain View Road
Warren, NJ ~t7059
Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE
COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and
appoint Marcia K. Cesafsky, Debra J. Doyle, Robert E. Duncan, Melissa L. Fortier, Jennifer L Jakaitis, James R McTaggart,
Linda M. Napolillo, Sandra M. Nowak, Diane M. O'Leary, Christopher P. Troha, Susan A. Welsh and Sandra M. Winsted of
Chicago, Illinois-----·---------------------------------------
each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on th1eir behalf as surety
thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any
instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations.
In Witness Whereof, sard FEDERAL INSURANCE COMPA~Y, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested
these presents and arrrxed their corporate seals on this 28 day of July, 2014. ~~ c
Dawn M. Chloros, Assistant Secretary
STATE OF NEW JERSEY
ss.
County of Somerset
th On this 28 day of July, 2014 before me, a Notary Public or New Jersey, personaUy came Dawn M. Chloros. to me known to be Assistant Sea;etary of FEDERAL
INSURANCE COMPANY, VIGilANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the
said Dawn M. Chloros, being by me duly sworn, did depose and say that she is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGil.JII,.NT INSURANCE
COMPANY. and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals alfiJ<ed to the foregoing Power of Attorney are such corporate seals
and were thereto affixed by authority of the By-Laws of said Companies; and that she signed said Power of Attorney as Assistant Secretary of said compani1~s by like authority;
and that she is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris. Jr .• subscribed to said
Power of Attorney is in the genuine handwriting of David B. Norris, Jr .• and was thereto subscribed by authority of said By-laws and in deponenfs presence.
Notarial Seal
KATHERINE J. ADELMR
NOTARY PUBLIC OF NEW JERSEY
No.2316685
Commission Expires July 16, 2019
CERTIFICATION
~ Notary Pu'tilic
Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY. and PACIFIC INDEMNITY COMPANY:
"All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the
President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designabons. The
signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President. any Vice President. any
Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other
writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding
upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shan be valid and binding upon the Company
with respect to any band or undertaking to which it is attached.·
I, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies;
do hereby certify that
(i) the foregoing extract of the By-Laws of the Companies is true and correct.
(ii) the Companies are duly licensed and authorized to transact surety business in an 50 of the United States of America and the District of Columbia and are
authorized by the U.S. Treasury Department; further. Federal and Vigilant are licensed in the U.S. Virgin Islands, and Federal is licensed in American
Samoa, Guam, Puerto Rico, and each of the Provinces of Canada except Prince Edward Island; and
(iii} the foregoing Power of Attorney is true. correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this (I~] J J 3 } 1:!!{
Dawn M. Chloros, Assistant Secretary
IN THE EVENT YOU WISH TO NOTIFY us OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BONO OR NOTIFY us OF ANY OTHER tMTTER, PLEASE CONTACT us .A.T ADDRESS I
LISTED ABOVE, OR BY Tele hone 908 903-3493 Fax 908 903-3656 e-mail: surety@chubb.com
Form 15-10-02256-U GEN CONSENT (rev. 02-14)
A Notary Public or other officer completing this certificate verifies only the identity of the ::l
individual who signed the document to which this certificate is attached, and not the truthfulness,
accuracy, or validity of that document.
State of Illinois
County of Cook
On July 13, 2015 before me, Jean Torres, Notary Public, personally appeared Melissa L. Fortier
for Federal Insurance Company who proved to me on the basis of satisfactory evidence to be the
person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
I certifY under PENALTY OF PERJURY under the laws of the
State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
OFFICIAL SEAL
. JEAN TORRES
. :·,:()T.C\''(\ PUBLIC-STATE OF ILLINOIS
• 1;1\ CO!V:f"'ISSION EXPIRES: 0S/16/l6
OFFICIAL SEAL 1
JEAN TORRES ~
NOTARY PUBLIC-STATE OF ILLINOIS~
MY COMMISSION EXPIRES: 08/16/16(
( ~.~~ •. !"-. 1',, ?.;.."-'· ·!':~, . ..,.,_ ··""· ~ •... , ......... ~~.,j'-.~-tftttll"'».,~-'
KONE Inc.
CERTIFICATE OF SECRETARY
I hereby certify that the following is a true and correct copy of an excerpt of the
Bylaws ofKONE Inc., a Delaware corporation, which were adopted at a special meeting
of the sole stockholder ofKONE Inc. by written consent dated May 10, 1995:
"The Chairman of the Board, the President, Senior Vice Presidents, Vice
Presidents, Assistant Vice Presidents, Treasurer, Secretary or Assistant
Secretary may enter into contracts or execute and deliver instruments in
the name and on behalf of the Corporation, except as otherwise provided
by law, the Articles or Incorporation, these Bylaws or a duly adopted
resolution of the Board of Directors.
Notwithstanding the foregoing, the Chairman of the Board, the President,
or any Senior Vice President of the corporation may authorize the
execution of contracts by such other officers, agents and employees as
they may select from time to time in their discretion with such limitations
and restrictions as their written authorizaaons may prescribe."
I further certify that said Bylaws have not been amended or revoked and are still
in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporab~
seal of said KONE Inc. this 14th day of February, 2015. ··
Kurt E. Stepaniak
Secretary
KONE Inc.
DELEGATION OF AUTHORITY
I, Kurt Stepaniak. Senior Vice President, hereby delegate the authority granted to
me by the By-laws of KONE Inc. to branch managers, assistant branch managers, sales
managers, sales engineers and other sales personnel to sign and submit quotations,
change orders, contracts or contract renewals, bids and Waivers on behalf ofKONE Inc.
Date: March 16.2015
Senior Vice President
OPTIONAL ESCROW AGREEMENT FOR
SECURITY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address
is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and
____________________________ whose address is
_____________________________ hereinafter called
"Contractor" and ______________________ whose address is
-------------------------------hereinafter
called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows:
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California,
the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention
earnings required to be withheld by the City pursuant to the Construction Contract entered into be-
tween the City and Contractor for
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY RENOVATIONS
CONTRACT NO. 4020
in the amount of dated (hereinafter referred to as
the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of
the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a
substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit.
The Escrow Agent shall maintain insurance to cover negligent acts and omissions ofthe Escrow Agent
in connection with the handling of retentions under these sections in an amount not less than $100,000
per contract. The market value of the securities at the time of the substitution shall be a least equal to
the cash amount then required to be withheld as retention under the terms of the contract between
the City and Contractor. Securities shall be held in the name of the City and shall designate the Con-
tractor as the beneficial owner.
2. The City shall make progress payments to the Contractor for such funds which otherwise would
be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow
Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent
shall hold them for the benefit of the Contractor until such time as the escrow created under this
contract is terminated. The Contractor may direct the investment of the payments into securities. All
terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally
applicable and binding when the City pays the Escrow Agent directly.
4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow
Agent in administering the Escrow Account and all expenses of the City. These expenses and payment
terms shall be determined by the City, Contractor and Escrow Agent.
5. The interest earned on the securities or the money market accounts held in escrow and all interest
earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal
by Contractor at any time and from time to time without notice to the City.
-~ ~+J Revised 3/6/15 Contract No. 4020 Page 37 of 116 Pages
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account
only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow
Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the Contractor.
Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent
shall immediately convert the securities to cash and shall distribute the cash as instructed by the City.
8. Upon receipt of written notification from the City certifying that the Contract is final and complete
and that the Contractor has complied with all requirements and procedures applicable to the Contract,
the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees
and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of
all moneys and securities on deposit and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant
to sections (1) to (8), inclusive, ofthis agreement and the City and Contractor shall hold Escrow Agent
harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as
set forth above.
10. The names of the persons who are authorized to give written notices or to receive written notice
on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of
their respective signatures are as follows:
For City: Title FINANCE DIRECTOR
Name
Signature-----------------
Address 1635 Faraday Avenue, Carlsbad, CA 92008
For Contractor: Title _________________ _
Name------------------
Signature-----------------
Address-----------------
For Escrow Agent Title
Name _______________________ __
Signature------------------
Address _________________ __
.,
f..,-Revised 3/6/15 Contract No. 4020 Page 38 of 116 Pages
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent
a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the
date first set forth above ..
For City: Title MAYOR
Name -----------------
Signature ----------------
Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008
For Contractor: Title
Name ______________________ __
Signature-----------------
Address-----------------
For Escrow Agent: Title------------------
Name _________________ __
Signature----------------
Address----------------
--~ ~+J Revised 3/6/15 Contract No. 4020 Page 39 of 116 Pages
., , . ' Your trusted partner<in>People FlowtM Sol~tio,ns
with over 10,000 Machine. Room .. less installations in.
the u.s. and over 440,000 installations wor.ldwid~f/r;:t
""" ,#}:-:,;: _-<,;,, f',J.>'
KONE People Flow™ Solutions
• Best in class eco-efficiency
• Industry leading ride comfort
• Award winning design
• Comprehensive services to support every step of your project
Tender submission for: CARLSBAD LIBRARY
Date:
Prepared by:
Tel:
Mobile:
Email:
Tender number:
05.06.2015
Tucker Loomis
Senior Sales Consultant
562-577-7535
tucker.loomis@kone.com
T -0000946679
KONE Inc.
9850 Businesspark Avenue
San Diego, CA 92131
www,kgne,us
CITY OF CARLSBAD
405 OAK STREET
CARLSBAD, California 92008
Ref: CARLSBAD LIBRARY (T-0000946679)
KONE Inc
San Diego Office
9850 Businesspark Avenue
San Diego,
CA 92131
Tucker Loomis
Tel. 562-577-7535
Fax.
tucker. loomis@ kone.com
(www.kone.us)
Thank you for your invitation to tender the above project. We are proud to offer you a world class elevator
solution that is a perfect match for your building and we also offer comprehensive services to support
you throughout your project. The KONE solution includes design, manufacturing, supply and installation
of the following:
Equipment Name Solution Load
ECOSPACE-1 1 x KONE EcoSpace 3500 LB
Price, including sales tax:
Speed
Stops
150 FPM
2 stops
Net Price I unit
$ 125 531.25
$125 531.25
Our proposal is based on the architectural drawings and specification (Division 14) and meets the
general intent of the project. This tender is based on the following documents:
• Tender and Pricing Summary (this page)
• Technical Specification
• Project Specific Clarifications
• General Conditions
• Bid Attachment''/\' Site Safety Requirements/Work by Others
Pricing is based on the content specified in the main body of the tender and the attachment which is an
integral part of the tender documentation. Should you require any further information or clarification,
please do not hesitate to contact us.
Yours Sincerely,
Tucker Loomis
Technical Specification
I Equipment Name
Main Data
KONE Solution
Capacity
Travel Speed
Travel Height
Stops
Applicable Code
Shaft
Shaft Size
Pit Depth
Overhead
ECOSPACE-1
1 x KONE EcoSpace
3500 LB
150 FPM
13ft o in
The elevator stops at 2 floors and has 2 entrances arranged on the main
access side.
Carrying out of the installation in accordance with the safety rules for the
construction and installation of elevators per: ASME A 17.1-2004
8 ft 8 in wide x 6 ft 11 in deep
5 ft 0 in
13ft 0 in
Counterweight Safety Accessible spaces under the counterweight's passageway are not permitted
without additional safety measures -No counterweight safety gear included.
Elevator Car
Interior
Measurements
Car Loading
Ceiling and Lighting
Side & Rear Walls
Interior Front Wall
Finish
Car Flooring
www.kone.us
80 in wide x 66 in deep x 8ft total cab height (not including ceiling)
The car is set up for loading on front side only.
LF88-Round LED4SS, #4 Stainless Steel
Vertical Alignment
Car Wails: 4SS, #4 Stainless Steel
4SS, #4 Stainless Steel
Flooring provided by others (max 3 lb/ft -1/2 thickness)
T-0000946679
Handrail ST, Round Steel
4SS-Brushed Stainless Steel
Car Lantern (jamb-
mounted)
Car Lantern (jamb-mounted) included
Skirting 4SS, #4 Stainless Steel
Operating and Signal
Elements (inside the
car)
Doors
•
Door Measurements 42 (in) wide x 7 (ft) height
Door Design Single speed right hand
Elevator Car Door 4SS, #4 stainless steel
Car Door Sill Material Aluminum
DOT-matrix
Satin Stainless (441)
Operating and Signal Landing Call Station: KSS570 series signalization
Elements (at the
landings)
Landings
Landing Floor Landing Wall Landing Sill Finish
Number Marking Thickness Material
2 (Front) 2 10 AL, Aluminum 4SS, #4
steel
1 (Front) *1 10 AL, Aluminum 4SS, #4
steel
www.kone.us T-0000946679
stainless
stainless
HL/HLI
Hall Lantern
Hall Lantern
Control System Accessories
Machinery
Machinery
Specification
Machine Output
Nominal Supply
Current
Starting Supply
Current
Power supply,
Machinery
Power Supply, Car
Light
Control System
Control System
Principle (grouping)
Controller Location
www.kone us
Fan Required
Earthquake Interface Included
Emergency Battery drive Included
Emergency exit contact in car
Fireman's drive, California
KONE remote monitoring
pit ladder included
Protection Pads
The machinery is designed as a gearless, three-phase synchronous motor
with integrated traction sheave.
9.1 HP
42A
53 A
3 x 208 V, 60 Hz
120VAC, 60Hz
Full collective Simplex
Remote closet
1st floor
Hoistway to controller (horz) [ft]: 25
T-0000946679
Project Specific Clarifications
KONE MECHANICS ARE ALLOWED TO PARK ON THE JOBSITE WHILE INSTALLING THE
ELEVATOR
• KONE WILL FABRICATE AND INSTALL THE PIT LADDER
• KONE WILL PROVIDE THE HOISTBEAM & LIFELINE BEAM, BUT WILL BE INSTALLED BY
OTHERS
PRICE INCLUDES BOND
• THIS PROJECT INCLUDES PREVAILING WAGES
Schedule Proposal
Proper scheduling enables smooth, safe and on time installation. This proposal is based on the
assumption that KONE is able to use our standard installation method. All work to be performed during
normal business hours, excluding IUEC holidays (OT will be additional cost). Based on the information
known at the Tender stage, we propose the following schedule:
Preparation of 2 weeks From receipt of contract and first payment.
Submittals
Contract Review 4 weeks From receipt of fuli contract package. EVERY referenced
document required.
Approval of Submittals TBD Mutually agreeable time to incorporate changes to the layout
(customer and approve the submittals. Submittal Approval means
contingent) notification in writing that all submittals are approved and
manufacturing can commence. All finishes and features are to
be decided at the time of submittal approval.
Manufacturing and 10-14 weeks From receipt of submittal approval and an executed contract.
Delivery KONE's policy is NOT to release equipment to Manufacturing
until the contract is fully executed by both parties. Note: Our
factory has 2 week shutdown over the months of July and
December. Any manufacturing duration that falls during these
months shall add 2 weeks to the manufacturing time.
Notice to commence 9 weeks Prior to starting the installation, KONE requires 2 week notice
on site and Site Check to inspect the shaft to ensure it fulfills the requirements set by
KONE for commencing installation. Site Check will be
performed in the 2 weeks before installation begins.
Installation 6 weeks Only after the site has passed the Site Check inspection, the
installation can start. Duration is per elevator. If multiple
elevators need to be installed at the same time, a Foreman will
be required at additional cost-based on availability.
Testing and 1-2 weeks Sufficient, clean 3-phase power, active phone line to the
Commissioning controller and all life safety provided by others is needed for
testing/commissioning.
www.kone.us T-0000946679
General Conditions
SOURCING:
CODES:
Site Preparation
This proposal is made without regard to compliance with any special
purchasing and/or manufacturing requirements including, but not limited to,
Buy America, Buy American, U.S. Steel, FAR clauses,
minority/disadvantaged supplier requirements or similar state procurement
laws.
The proposal is based on our understanding of current code requirements.
KONE cannot be held responsible for varying interpretation, future
clarification or changes to current code requirements (after contract date).
To ensure the agreed schedule and safety on site, KONE requires the following conditions fulfilled two (2)
weeks prior to our commencement on site (please see Attachment "A" for more detailed site
requirements):
ACCESS & STORAGE: Adequate access for delivery of elevator material+ clean/dry storage space.
HOISTWAY
CONSTRUCTION:
BARRICADES:
POWER:
HOISTBEAM:
LIGHTING:
FINISHED FLOOR
MARKS:
www.kone.us
The hoistway, pit, and machine room must be clean, dry, and constructed per
the approved KONE final layout drawings. Any required support for guide rail
brackets, divider beams and divider screens from pit floor to the top of the
hoistway will be provided by others.
Removable, OSHA approved barricades must be provided around all hoistway
openings. Provide and install full entrance protection, made of nylon mesh or
reinforced plastic at all hoistway openings per OSHA 1346 1926.502(j). In
Canada, enclose the front of the hoistway with removable hoarding or
screening to prevent material from entering the hoistway. Design and install
entrance protection in such a way as to allow quick accessibility in and out of
the hoistway.
Permanent or temporary 3-phase and single phase power of permanent
characteristics with disconnect switches.
A hoist beam and safety beam (furnished by KONE) must be installed in the
elevator overhead per the approved KONE final layout drawings (hoistbeam
capable of supporting the load requirement noted in our shop drawings).
Applicable work areas must have adequate lighting.
Visible from the hoistway openings at all landings.
T-0000946679
Additional Considerations
The following items should be considered when planning for the elevator delivery, installation and
complete project construction:
COMPLETION: The contract price is based on all work being completed in 2015, and a
material manufacturing start, no later than 6 months from the date of this
proposal.
REMOBILIZATION: A $4000 remobilization fee may be charged for each occurrence where
KONE must return to the jobsite, due to causes beyond our control, in order
to perform or complete our work.
STORAGE/DELIVERY: Our offer is based on elevator shafts being handed over to KONE in
accordance with KON E requirements on the agreed dates. Any changes to
such dates are considered a variation to contract and KONE shall be entitled
to recover all substantiated costs related to such changes, including but not
limited to costs related to additional manpower or other resources and/or
storage costs. If the jobsite requirements are not complete, KONE will not
deliver the elevator to the job site. If we are unable to unload at the jobsite
on the scheduled date, it will be the purchaser's responsibility for additional
costs for off-site storage ($1 ,600/month per elevator) and/or labor for double
handling of the materials ($4,000). Additionally, the proposal is based upon
the ability of KONE to unload materials at the job site and begin installation
at that time. If these items are not in place at time of delivery KONE may not
be available to begin the installation for up to an additional 6 weeks (after
site preparation is complete) due to labor re-allocation. Any labor associated
with relocation of material (once stored onsite) is not included in this
proposal.
OPERATOR TIME: KONE is unable to estimate the amount of operator time needed by other
trades. Unless a specific amount is specified elsewhere in this proposal,
KONE has not included any operator time. If the General Contractor (or
other subcontractors) requires access to the shaft or the use of the elevator
platform for any reason (prior to Final Acceptance -after which, standard
KONE service rates will apply), KONE will provide an operator for an
additional charge of $250/hour (straight time) or $500/hour (OT). Availability
of an operator will be determined at the time of the request. The agreed
schedule shall be extended by the time needed by other trades for access to
the shaft.
TEMPORARY USE: Our bid does not include any provisions for temporary use of the elevator.
Should temporary use be required, a monthly fee of $1500/elevator, plus a
fee of $2,500 for each temporary inspection will be applicable. A fee of
$2,000 for screening the hoistway (only applicable on multi-car hoistways) &
any costs for readjusting/refurbishment will be paid by purchaser. In
addition, the General Contractor will protect the elevators, provide electrical
service, a temporary car enclosure, protection of elevator hoistway openings,
an operator (if needed) and will clean down and turnover the elevator in a
"like new" condition upon completion of temporary use. Furthermore, the
KONE Temporary Acceptance Form shall be executed before any elevator is
placed into temporary service. Please note that we will require 1-2 weeks of
uninterrupted use of these elevators prior to final turnover.
www.kone.us T-0000946679
HOISTWAY CLEANING:
OTHER TRADE WORK:
PHONE:
INSPECTIONS:
WARRANTY/
MAINTENANCE:
www.koneus
KONE is unable to estimate the cleanliness of an elevator hoistway on a
construction site, as the amount of debris/dust is dependent on work
completed by other trades within the building. As such, KONE has not
included for clean down of the elevator shaft, but can provide a price if
conditions warrant.
KONE is unable to estimate the amount of on-site mechanic labor required to
coordinate the work of other trades. Thus, KONE has not included any
additional time and/or costs (outside of the equipment installation and
inspection time) for coordination with the life safety system, security system,
or any other trades. KONE shall be entitled to an extension of the contract
time and/or additional costs incurred by additional time expended for
coordination with other trades.
We are offering our standard, one hands-free ADA compliant speakerphone
per cab; it will automatically dial to a determined location. A KONE KRMS
monitoring agreement must be completed, (either accepting or denying
KONE's monitoring service) 2 weeks prior to inspections.
Our proposal includes one final inspection by the elevator code authority,
per elevator, during normal working hours. If the final inspection fails due to
KONE's sole responsibility, KONE will be accountable for the cost of re-
inspection(s). Should re-inspection be required due to work by others, the
General Contractor will be responsible for the cost of re-inspection(s). All
other testing will be provided for additional cost, at normal KONE billing
rates. During the final testing, a representative of the fire-life-safety
contractors will be required (at no cost to KONE) while testing the elevators.
No OT has been included in this proposal.
Our proposal includes 12 months of complete KONE standard maintenance
including regular time callback service, which utilizes periodic preventative
maintenance. Our limited one (1) year warranty begins once the elevator
has been final inspected and accepted by execution of our Uniform Final
Acceptance, which may be prior to the substantial completion of the building.
For long-term reliability, a continuing maintenance agreement will be
necessary.
T -0000946679
Bid Attachment "A"
Site Safety Requirements/ Work by Others
Purchaser to provide the following in accordance with code requirements-
NOTE: All site
inst!dlatimrn.
that is to be in p~·ior to KONE's start must be ready two weeks prior to the stan·1t of
General
1. Provide sufficient on-site refuse containers for the
disposal of the elevator packing material. Should
sufficient containers not be provided, the removal of the
elevator packing material shall become the responsibility
of others.
2. Provide forklift for KONE's exclusive use during the
unloading of the elevator at time of delivery.
3. Provide any cutouts to accommodate the elevator
equipment (see notes below).
4. Provide and install finished elevator cab flooring. Owner
must provide certification that flooring meets flame
spread and smoke density requirements. (ASME
Al7.1/CSA B44 sec 2.14.2.1)
5. Provide permanent elevator lobby lighting, ceiling and
flooring prior to inspection date.
6. Owner must provide certification (to the elevator
inspector at time of inspection) that owner-supplied
elevator interior finishes meet flame spread and smoke
density requirements. (ASME A17.1/CSA B44 sec
2.14.2.1, ASME Al7.1/CSA B44 sec 2.14.1.8, ASME
Z97.1/ CGSB 12.1 in Canada)
Provide cutting/ coring of all openings and penetrations
required to install hall push buttons, signal fixtures,
wiring duct and piping, and sleeves. Sleeves will be
required in the hoistway wall for EACH elevator.
8. Provide any repairs such as grouting, patching and
painting made necessary by such cutting/ coring. Provide
fire caulking around all fixtures and as needed to satisfy
NFP A 70 article 300.21, or any applicable local code.
9. Please note that none of the elevator components are
weather-proof and that the elevator entrances do not seal
the hoistway from inclement weather. The entire elevator
and controls must remain protected from inclement
weather at all times.
Safety
10. Provide adequate, roll-able access into the building for
delivery of the elevator material. Clean, safe, secure and
dry storage is required adjacent to the hoistway with
minimum space of 20'x 20' [6m x 6m] per elevator, or as
specified by KONE representative: _ ft x _ ft L m x
_m)
11. Provide free-standing, removable, OSHA-compliant
barricades capable of withstanding 200lb (890N) of force
in all directions around all hoistway openings per OSHA
29 CFR 1926.502, and/or any applicable local code.
12. Provide and install full-covering entry protection, made of
nylon mesh or reinforced plastic, at all hoistway openings
to prevent materials or tooling from falling into the
elevator shaft during installation per Federal OSHA
requirements listed in 29 CFR 1926.5020). In Canada,
where required by Provincial regulation, enclose the front
of the hoistway with removable hoarding or screening to
prevent material from entering the hoistway. Design and
install entrance protection in such a way as to allow quick
accessibility in and out of the hoistway.
13. Provide two (2) lifeline attachments at the top, front of the
hoistway. Each must be capable of withstanding a 5000 lb
[2250 Kg] load per OSHA 29 CFR 1926.502, or any
applicable local code. For machine-room-less
applications, provide attachments as described above, or
install KONE-provided 4" x 4" x 3/8" (IOOmm x IOOmm
x 9.6mm) tube steel lifeline beam in the elevator hoistway
overhead 10 inches (254 mm) from front ofhoistway to
center line, with bottom of lifeline beam at same elevation
as bottom of hoisting I-beam. Lifeline tube steel supplied
by KONE by request at no additional cost on US
installations only.
14. Provide proper lighting in all work areas and stairways,
including access to all floors and machine rooms per
OSHA 29.CFR1926.1052 or any applicable local code.
15. Provide and maintain 6-foot (1800 mm) clear work area
in front of all entrance openings per OSHA
29.CFR1926.502 or any applicable local code.
Hoistway
16. Provide a clear and plumb hoistway of size shown on
approved KONE final layout drawings. Any variations
from the detailed dimensions may not exceed 2" [50 mm]
greater and may not be less than the clear dimensions
detailed. (Tolerance: -0" + 2" [-0 mm +50 mm]).
17. Provide hoistway ventilation per code requirements ( eg.,
IBC sec 3004.1 ). For proper equipment operation, the
machine space in machine room or at the top of the
hoistway must maintain a temperature between 41 o F [5°
C] and 104° F [40° C]. Maximum allowed humidity is
95% non-condensing.
18. Provide for installation of hoisting 1-beam in the elevator
hoistway overhead per the KONE final layout drawings.
Beam supplied by KONE unless otherwise noted on the
layout drawings.
19. Provide any partitions between common hoistways if
applicable.
20. In cases where multiple elevators are in a common
hoistway, and the counterweights are located between
elevators, the entire length of counterweight runway must
be guarded. The guard shall extend at least 6 inches
(150mm)_horizontally beyond each counterweight rail.
The guard shall be made from wire-mesh material equal
to or stronger than .048-inch diameter wire with openings
not exceeding 1/2 inch (13 mm), securely fastened to keep
the guard taut and plumb. (ASME A17.1/CSA B44:
§3141.7. General Requirements.)
21. On applications where working platforms are required,
working platforms provided shall comply with the
requirements of the current ASME A17.1/ CSA-B44
CONSTR-07-0664 (2014-05-12) EcoSpace
Dedicated to People Flow"' ~~=m
Bid Attachment "A"
Site Safety Requirements/ Work by Others
code edition in effect at the time of installation and /or
any applicable local code.
22. Provide adequate support for guide rail brackets from pit
floor to the top of the hoistway. Locate rail backing per
KONE final approved layout drawings. When maximum
bracket span is exceeded, additional support shall be
provided at purchaser's expense. Any bracket mounting
surface that is not in line with the clear hoistway
dimension detailed on the approved KONE final layout
drawings may need to be corrected to meet the proper
dimension at purchaser's expense.
23. If guide rail brackets are to attach to steel, ensure all
brackets are installed prior to applying fireproofing to the
steel. Otherwise, removal and reapplication of
fireproofing will be at purchaser's expense.
24. All offsets, ledges or projections within the hoistway
greater than 4 inches (lOOmm) must be tapered to not less
than 75 degrees (ASME A17.1/CSA B44 sec 2.1.6.2).
Maximum ledge or projection is 2 inches (50mm) in
California and District of Columbia.
25. If concrete block wall construction, refer to the approved
KONE final approved layout drawings for proper
installation of rail bracket attachments. Inserts provided
by KONE unless otherwise noted on the approved KONE
final approved layout drawings. Insert type must be
approved by KONE. Concrete masonry units, mortar and
grout, shall conform to IBC 2000 or any applicable local
code. Concrete masonry units shall have a minimum
compressive strength of 1500 PSI (10.5 MPa). Mortar
and grout shall have a minimum compressive strength of
2000 PSI (13.8 MPa).
26. Arrange for entrance walls to be constructed at the time
doorframes and sills are installed to facilitate timely
installation of hall fixture faceplates. Entire front wall
must be left open at top and bottom landings until elevator
equipment is installed. Intermediate landings must have
rough openings of the size and location shown on KONE
final approved layout drawings to allow installation of
entrances. All entrance openings must be aligned
vertically. Adequate support for entrance attachment
points shall be provided at all landings. Any marble, stone
or similar wall material must be prepared after the
entrance frames are installed. Provide corridor lines for
any marble or "special finish" walls.
27. Provide elevator landings suitably prepared to accept
entrance sill installation per KONE final layout drawings.
Grouting to be done by purchaser after sills are installed.
Note: Traditional angle or concrete sill support is not
required.
28. Provide finished-floor height marks visible from hoistway
openings at all landings. Placing floor height mark on
hoistway wall is desirable. Complete "Contractor
Verification Form of Sill to Sill Heights and Remote
Machine Piping," CONSTR-07-0675.
,9. Fire service access elevators per code requirement (IBC
406.3.1) shall be provided with hoistway lighting per code
requirement (IBC 3007.6.2). The hoistway lighting shall
illuminate the entire height ofthe hoistway and shall be
located such that it does not interfere with the operation of
the elevator or reduce any clearances below applicable
code requirements. (applicable only in jurisdictions
enforcing the IBC Building Code)
30. Provide suitable lighting for machine space with light
switch located in the hoistway on the strike jamb side of
top landing door where practical. Illumination to be
equivalent to 19 foot-candles (200lx) at machine (ASME
Al7.1LCSA B44 sec 2.7.9.1) [See Notes 29a & 29b]
31. If the control space is located remote from the elevator
hoistway top landing the following may apply:
a. If applicable, provide machine space access door of the
size and in the location shown on the KONE final layout
drawings. The access door shall be secured against
unauthorized access. It shall be self-closing, self-locking
and operable from the inside without a key.
b. Provide suitable lighting in or above the machine
space access with light switch located within 18" [457
mm] of strike jamb side of access space door where
practical. When permitted by state and local code the light
switch should also control the machine space lighting.
c. Conductors and cables located outside of the elevator
hoistway, machine space and control space, that provide
normal or standby power, car lighting power, car
ventilation power, car heating power, car air conditioning
power, control signals, communication with the car and
fire/heat-detecting systems control signals to Fire Service
Access Elevators, shall be protected by construction
having a fire-resistance rating of not less than 2 hours.
(APPLICABLE ONLY IN JURISDICTIONS
ENFORCING THE IBC BUILDING CODE OR ANY
APPLICABLE LOCAL CODES.)
32. Provide and install GFCI-type receptacle located at
machine in the top of the hoistway or in machine room as
applicable (NFP A 70 article 620.85 or CEC article 38.85
whichever is applicable).
33. Provide and install light switch located at manual brake
release location: may also be required in control space per
local jurisdiction.
34. Where a single elevator is installed in a hoistway and a
portion of the travel extends higher that 11m (36ft.)
between entrances (single blind hoistway), emergency
door(s) must be provided. Emergency doors and their
electrical contacts shall comply with the current ASME
A17.1/CSA-B44 code edition in effect at the time of
installation and/or any applicable local code. ASME
Al7.1/CSA-B44 Section 2.11.1.2 covers "Emergency
Doors in Blind Hoistways" and Section 2.26.2 covers
"Electrical Protective Devices". Each emergency door
must be provided with an electrical contact with minimum
ULICSA NEMA A300 rating suitable for use in a
230V AC @ 3 amp circuit. Consult KONE representative
if there are any questions concerning the code
requirements.
CONSTR-07-0664 (2014-05-12) EcoSpace 2
Dedicated to People Flow"' ~~=m
Bid Attachment "A"
Site Safety Requirements/ Work by Others
Pit
35. Provide a legal, dry and clean pit, built per KONE final
layout drawings. Pit shall be reinforced to sustain vertical
forces detailed on KONE final layout drawings (vertical
forces detailed are two times the static loads.)
36. Sumps and/or sump pumps (where permitted) located
within the pit may not interfere with the elevator
equipment. Sumps to be covered with flush mounted,
non-combustible cover capable of withstanding 150 lbs
per square foot (7 kPa). The sump pump/drain must, at
minimum, remove 3,000 gal/h (11.4 m3/h) per elevator.
37. Provide a pit light fixture with switch and guards with an
illumination level equal to or greater than that required by
ASME A17.1/CSA B44 2000, or applicable version.
Recommended to provide minimum 4-foot double tube
fluorescent fixture, with suitable guard and mounted to
rear wall of pit per KONE installation representative's
direction.
38. Provide a dedicated pit circuit with GFCI-protected 15 or
20-amp 120V AC duplex outlet. Locate per KONE final
approved layout drawings (NFPA 70 article 620.85or
CEC article 38.85).
39. Provide non-GFCI-protected single receptacle for sump
pumps (NFPA 70 article 620.85, NFPA 70 article 620.85
or CEC article 38.85 whichever is applicable).
40. Pit ladder to be constructed of non-combustible material
extending from pit floor to 48" [1200 mm] above the sill
of the access landing. Pit ladder is supplied by KONE
with EcoSpace units; provided by purchaser on other
KONE products unless otherwise noted on the layout
drawing. Locate per KONE final layout drawings.
Coordinate ladder sizing with KONE representative to
assure proper fit in hoistway.
Electrical
41. US Applications -Purchaser provides in accordance with
National Electrical Code, NFP A 70 (NEC) Article 620 or
any applicable local code.
42. Canadian Applications~ Purchaser provides in
accordance with Canadian Electrical Code, C22.1 Section
38 or any applicable local code.
43. Provide for all electrical branch circuits/disconnects to be
labeled (NFPA 70 article 620.54 I 620.53 I 620.5ld_, CEC
articles 38.54/38.53/ 36.5ld).
44. Provide 480/208 V AC (USA) or 575/208 V AC (Canada)
three-phase permanent power, including piping, wiring
and fused disconnect, to controller location to facilitate
elevator installation prior to start of project.
45. Provide 220 VAC single-phase temp. power and 115
V AC single-phase temp. power, of permanent
characteristics at each elevator landing for lighting and
installation method tools. Locate connection points at
elevator hoistway. Consult your KONE representative for
confirmation of location and type of temporary power.
6. When generator is used to provide 3-phase 480/ 208 V AC
(USA) or 575/208 V AC (Canada) power for installation,
purchaser to accept change notice for additional costs,
estimated locally by installing office, to cover
inefficiencies and any damages resulting from installing
without permanent power present.
NOTE: Our elevator controllers require Wye
configuration transformers. It is also the responsibility of
the purchaser to provide consistent three-phase voltages
balanced within +/-1 0% when measured phase-to-phase
and +/-10% when measured phase-to-ground.
4 7. Provide a dedicated 115V AC, 20 amp circuit in the fire
command room piped and wired to the lobby panel where
applicable.
48. Provide a dedicated 15 amp 120V AC fused service with
ground (supplied through automatic emergency lighting
supply if available in building) connected to each elevator
signal control cabinet for car lighting. Must include the
means to disconnect this service and lock-off in the
"open" position (NFP A 70 article 620.22 and 620.53 or
CEC article 38.22 and 38.53).
49. Provide separate 115 VAC 15 amp branch circuit for
KGC (KONE Group Control), when specified, powered
by building emergency power system, when applicable.
Control Space/ Machine Room
50. Provide a legal control space/ machine room with access
as indicated on the KONE final layout drawings. To
include a temporary or permanent door that can be locked
from outside. Permanent door must be self-closing, self-
locking, and require a key to open from outside. Must
have adequate temporary or permanent lighting for
installation purposes. For proper equipment operation,
the temperature in the control space must maintain
between 41° F [5° C] and 104° F [40° C]. Maximum
allowed humidity is 95% non-condensing.
51. Provide safe and convenient access to machine room
(ASME Al7.1/CSA B44 sec 2.8.1, ASME Al7.1/CSA
B44 sec 2.7.3)
52. If control space is adjacent to the hoistway, provide all
applicable sleeves, or penetrations, located per control
space plan view on the KONE final layout drawings.
53. Provide a clean and dry elevator machine room.
54. If applicable, provide a govemor access door of size and
location shown on the KONE final layout drawings. The
access door shall be secured against unauthorized access.
It shall be self-closing, self-locking and operable from the
inside without a key.
55. Provide suitable lighting for control space with light
switch located within 18" [457 mm] of strike jamb side of
control space door where practical. When permitted by
state and local code the light switch should also control
the machine space lighting if control space is adjacent to
the hoistway at the top landing.
56. Provide dedicated GFCI-protected 120VAC 20-amp
duplex (15 amp in Canada) outlet next to each signal
control cabinet.
CONSTR-07-0664 (2014-05-12) EcoSpace 3
Dedicated to People Flow... ~-m
Bid Attachment "A"
Site Safety Requirements/ Work by Others
57. Provide a single means of disconnecting all ungrounded
main power conductors for each elevator by an enclosed,
externally operable, fused motor circuit switch or circuit
breaker. Must be lockable in the open position. This
disconnecting means shall disconnect the normal power
service as well as emergency power service, when
provided.
Note 1: If a circuit breaker is to be provided in lieu of
fusetrons, an adjustable time-delay style is recommended.
Note 2: If a battery-powered rescue device is required,
the above-mentioned disconnect must have an auxiliary
contact monitored by elevator controller that is positively
opened mechanically and is normally closed (NC) when
the main power is in the ON position, and is nonnally
open (NO) when power is in the OFF position.
Note 3: If a battery-powered rescue device is required
and a separate shunt trip breaker which is subject to either
the hoistway or control space sprinkler system is
provided, the shunt trip breaker must have an auxiliary
contact that is positively opened mechanically and is NC
when the main power is in the ON position.
58. Provide a Direct-in-dial (DID) analog phone line,
activated at least one week prior to inspection, terminated
at the appropriate phone jacks in the elevator machine
room. GC/ Owner may elect to have a separate analog
line installed (one per elevator), or GC/ Owner may elect
to provide DID lines from an Analog Station Card in the
building's PBX system. IfGC/Owner provides a Direct-
in-Dial analog phone line or lines off an existing PBX
phone system, a backup power source must also be
provided. All phone and associated equipment provided
by GC/ Owner shall be in compliance with the
requirements of ASME A 17.1/ CSA B44, local codes and
applicable law, as amended. .
59. Provide all fire alarm initiating signals as reqmred by all
national, state and local codes for termination at the
primary elevator signal control cabinet in each group.
60. Provide emergency power transfer switch and power
change pending signals as required-2 Normally open dry
contacts from transfer switch to controller (2 pairs plus
grom1d wire). 1 Contact closes to signal emergenc~ power
is present, 1 contact closes to give 30 second pre-srgnal
prior to transfer switch change. ~ermination ofth~se .
wires is at the primary elevator srgnal control cabmet 111
each group (2 pairs plus ground wire.)
61. Furnish and install smoke detectors and fire operation per
ASME A17.1/CSA B44 sec 2.27.3.2, NFPA 72; one for
lobby detector, machine room detector, hoistway detector,
and one for all grouped non-lobby detectors are required.
Provide nonnally-closed dry contacts, with wiring, to
controller for each group listed above.
62. Provide and install smoke detector in hoistv.ray as required
per local codes, and in all elevator lobbies, machine room
and controller space.
3. Provide heat detectors and "shunt-trip operation" when
sprinklers are to be provided in machine room or hoistway,
(ASME Al7.1 sec 2.8.2.1.2, NFPA 13 sec 4-13.5, ASME
Al7.I sec 2.8.2.3.1, ASME Al7.1 sec 2.8.2.3.2, NFPA 72).
64. Non-elevator related piping and equipment is prohibited
in machine room or hoistway (ASME A17.1/CSA B44
sec 2.8.1, ASME A17.1/CSA B44 sec 2.8.2).
65. Provide and mount at minimum a 10-pound, ABC-type
fire extinguisher in control space (ASME Al7.1 sec
8.6.1.6.5). (Not required in Canada)
Integrated Control Solution (ICS) . .
66. Provide a completely open front wall at top landmg wrth
access as indicated on the KONE final layout drawings.
Must have adequate temporary or permanent lighting for
installation purposes.
67. Provide environment for proper equipment operation
during installation and after acceptance, the temperature
at the top floor elevator lobby must maintain between
410 F [50 C] and 1040 F [400 C]. Maximum allowed
humidity is 95% non-condensing.
68. Provide safe and convenient rollable access to top floor
elevator lobby area. (ASME Al7.1/CSA B44 sec 2.8.1,
ASME A17.1/CSA B44 sec 2.7.3)
69. Provide all applicable sleeves, or penetrations, located per
ICS panel plan view on the KONE final approved layout
drawings. .
70. Provide a clean and dry elevator lobby at top landmg.
71. If applicable, provide an access door of size and location
shown on the KONE final layout drawings. The access
door shall be secured against unauthorized access. It shall
be self-closing, self-locking and operable from the inside
without a key (if seismic conditions exist)
72. Provide suitable lighting for ICS panel area with light
switch located within 18" [457 mm] of elevator entrance
door where practical. When permitted by state and local
code the light switch should also control the machine
space lighting.
73. Provide dedicated GFCI-protected 120VAC 20-amp
duplex (15 amp in Canada) outlet next to each ICS panel
control cabinet located as shown on layouts.
74. Provide 480/208 VAC (USA) or 575/208 VAC (Canada)
three-phase permanent power, including piping, wiring
and fused disconnect, to non-fused disconnect located in
hoistway at top landing to facilitate elevator installation
prior to start of project.
75. Provide, In hoistway at top landing, 480/208 VAC (USA)
or 575/208 V AC (Canada) three-phase permanent power,
including piping, wiring and non-fused disconnect with
1 1;4'' knock-outs (Eaton DH362UGK or similar).
Coordinate installation with KONE Supervisor. Note: If a
battery-powered rescue device is required, the above
mentioned disconnect must have an auxiliary contact
monitored by elevator controller that is positively opened
mechanically and is normally closed (NC) when the main
power is in the ON position, and is normally open (NO)
when power is in the OFF position.
CONSTR-07-0664 (2014-05-12) EcoSpace 4
Dedicated to People Flow"' ~~~m
Bid Attachment "A"
Site Safety Requirements/ Work by Others
76. Provide a single means of disconnecting all ungrounded
main power conductors for each elevator by an enclosed,
externally operable, fused motor circuit switch or circuit
breaker. Must be lockable in the open position. This
disconnecting means shall disconnect the normal power
service as well as emergency power service, when
provided. Note 1: If a circuit breaker is to be provided in
lieu offusetrons, an adjustable time-delay style is
recommended. Note 2: If a battery-powered rescue device
is required, the above-mentioned disconnect must have an
auxiliary contact monitored by elevator controller that is
positively opened mechanically and is normally closed
(NC) when the main power is in the ON position, and is
normally open (NO) when power is in the OFF position.
Note 3: If a battery-powered rescue device is required and
a separate shunt trip breaker which is subject to either the
hoistvvay or control space sprinkler system is provided,
the shunt trip breaker must have an auxiliary contact that
is positively opened mechanically and is NC when the
main power is in the ON position.
77. Provide a Direct-in-dial (DID) analog phone line,
activated at least one week prior to inspection, terminated
at the top landing ICS location. GC/ Owner may elect to
have a separate analog line installed (one per elevator), or
GC/ Owner may elect to provide DID lines from an
Analog Station Card in the building's PBX system. If
GC/Owner provides a Direct Dial analog phone line or
lines off an existing PBX phone system, a backup power
source must also be provided. All phone and associated
equipment provided by GC/ Owner shall be in compliance
with the requirements of ASME A17.1/ CSA B44, local
codes and applicable law, as amended.
78. Provide all fire alarm initiating signals as required by all
national, state and local codes for termination at the
primary elevator ICS Panel in each group.
79. Provide emergency power transfer switch and power
change pending signals as required-2 Normally open dry
contacts from transfer switch to primary elevator ICS
panel (2 pairs plus ground wire). 1 Contact closes to
signal emergency power is present, 1 contact closes to
give 30 second pre-signal prior to transfer switch change.
80. Furnish and install smoke detectors and fire operation per
ASME Al7.1/CSA B44 sec 2.27.3.2, NFPA 72; one for
lobby detector, machine room detector, hoistway detector,
and one for all grouped non-lobby detectors are required.
Provide normally-closed dry contacts, with wiring, to
primary elevator ICS Panel for each group listed above.
81. Provide and install smoke detector in hoistway as required
per local codes, and in all elevator lobbies.
82. Provide heat detectors and "shunt-trip operation" when
sprinklers are to be provided in top floor elevator lobby or
hoistway, (ASME A17.1 sec 2.8.2.1.2, NFPA 13 sec 4-
13.5, ASME A17.1 sec 2.8.2.3.1, ASME A17.1 sec
2.8.2.3.2, NFPA 72).
83. Non-elevator related piping and equipment is prohibited
in hoistway (ASME Al7.1/CSA B44 sec 2.8.1, ASME
Al7.1/CSA B44 sec 2.8.2).
Access Integration/Security
84. Our proposal includes KONE logic and provisions for the
specified Touchscreen(s), Keypad Destination Operating
Panel(s), Monitoring System(s) and Multi-Media
Equipment.
85. Card Readers and/or any additional required hardware &
software for proper functionality of access
control/security system(s) shall be furnished and installed
by others.
86. Any required interface software to ensure proper
communication between KONE control system(s) and
building system(s) shall be the responsibility of others.
87. A designated 115V 15A circuit is required at each of the
remote monitoring stations.
88. KONE recommends a minimum 100 Mbit/s Ethernet for
each of the following application(s): Integrated
Touchscreen/Keypad Destination Operating Panels,
Monitoring System, Multi-Media Equipment, and Card
Readers.
CONSTR-07 -0664 (2014-05-12) EcoSpace 5
GE,NERAL PROVISIONS
FOR
ELECTRIC MRL ELEVATOR FOR COLE LIBRARY
RENOVATIONS
CONTRACT NO. 4020
CITY OF CARLSBAD
BIDDERS ARE ADVISED THAT, WHERE APPLICABLE, THIS SECTION
REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SECTION 1 --TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS
1-1 TERMS -Unless otherwise stated, the words directed, required, permitted, ordered, in-
structed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or
words of like meaning, refer to actions, expressions, and prerogatives of the Municipal Projects
Manager.
1-1.1 Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "sched-
uled", or words of similar import are used, it shall be understood that reference is made to the
plans accompanying these provisions, unless stated otherwise.
1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import
are used, it shall be understood that the direction, designation or selection of the Municipal Pro-
jects Manager is intended, unless stated otherwise. The word "required" and words of similar
import shall be understood to mean "as required to properly complete the work as required and
as approved by the Municipal Projects Manager," unless stated otherwise.
1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and
such words of similar import are used, it shall be understood such words are followed by the
expression "in the opinion of the Municipal Projects Manager", unless otherwise stated. Where
the words "approved", "approval", "acceptance", or words of similar import are used, it shall be
understood that the approval, acceptance, or similar import of the Municipal Projects Manager is
intended.
1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its ex-
pense, shall perform all operations, labor, tools and equipment, and further, including the furnish-
ing and installing of materials that are indicated, specified or required to mean that the Contractor,
at its expense, shall furnish and install the work, complete in place and ready to use, including
furnishing of necessary labor, materials, tools, equipment, and transportation.
{'\ •+' Revised 3/6/15 Contract No. 4020 Page 40 of 116 Pages
1-2 DEFINITIONS -The following words, or groups of words, shall be exclusively defined by
the definitions assigned to them herein.
Addendum -Written or graphic instrument issued prior to the opening of Bids which clarifies,
corrects, or changes the bidding or Contract Documents .. The term Addendum shall include bul-
letins and all other types of written notices issued to potential bidders prior to opening of Bids.
Agency-The City of Carlsbad, California.
Agreement -See Contract.
Bid -The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices
for the Work.
Bidder -Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid
for the Work, acting directly or through a duly authorized representative.
Board-The officer or body constituting the awarding authority of the Agency, which is the City
Council for the City of Carlsbad.
Bond-Bid, performance, and payment bond or other instrument of security.
City Council -the City Council of the City of Carlsbad.
City Manager-the City Manager of the City of Carlsbad or his/her approved representative.
Cash Contract-A Contract financed by means other than special assessments.
Change Order - A written order to the Contractor signed by the Agency directing an addition,
deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued
after the effective date of the Contract. A Change Order may or may not also be signed by the
Contractor.
Code-The terms Government Code, Labor Code, etc., refer to codes of the State of California.
Contract-The written agreement between the Agency and the Contractor covering the Work.
Contract Documents -Including but not limited to; the Contract, any Addendum (which pertain
to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documen-
tation accompanying the Bid and any post-bid documentation submitted prior to the Notice of
Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits
from other agencies, the Technical Specifications, the Supplemental Provisions, the Plans, Stand-
ard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after
the execution of the Contract.
Contractor-The individual, partnership, corporation, joint venture, or other legal entity having a
Contract with the Agency to perform the Work. In the case of work being done under permit issued
by the Agency, the permittee shall be constructed to be the Contractor. The term "prime contrac-
tor" shall mean Contractor.
t' •+' Revised 3/6/15 Contract No. 4020 Page 41 of 116 Pages
Contract Price-The total amount of money for which the Contract is awarded.
Contract Unit Price -The amount stated in the Bid for a single unit of an item of work.
Days -Days shall mean consecutive calendar's days unless otherwise specified.
Dispute Board-Persons designated by the City Manager of the City of Carlsbad, to hear and
advise the City Manager on claims submitted by the Contractor. The City Manager for the City of
Carlsbad is the last appeal level for informal dispute resolution.
Minor Bid Item-A single contract item constituting less than 10 percent (10%) of the original
Contract Price bid.
Modification -Includes Change Orders and Supplemental Agreements. A Modification may
only be used after the effective date of the Contract.
Municipal Projects Manager-The individual assigned by the Municipal Property Manager to
administer the contract and is the first level of appeal for informal dispute resolution.
Municipal Property Manager-The Municipal Projects Manager's supervisor and the level of
appeal for informal dispute resolution.
Notice of Award -The written notice by the Agency to the successful Bidder stating that upon
compliance by it with the required conditions, the Agency will execute the Contract.
Notice to Proceed-A written notice given by the Agency to the Contractor fixing the date on
which the Contract time will start.
Own Organization-When used in Section 2-3.1 -Employees of the Contractor who are hired,
directed, supervised and paid by the Contractor to accomplish the completion of the Work. Fur-
ther, such employees have their employment taxes, State disability insurance payments, State
and Federal income taxes paid and administered, as applicable, by the Contractor. When used
in Section 2-3.1 "own organization" means construction equipment that the Contractor owns or
leases and uses to accomplish the Work. Equipment that is owner operated or leased equip-
ment with an operator is not part of the Contractor's Own Organization and will not be included
for the purpose of compliance with Section 2-3.1.
Person-Any individual, firm, association, partnership, corporation, trust, joint venture, or other
legal entity.
Plans -The drawings, profiles, cross sections, working drawings, and supplemental drawings,
or reproductions thereof, approved by the Municipal Projects Manager, which show the location,
character, dimensions, or details of the Work.
Private Contract-Work subject to Agency inspection, control, and approval, involving private
funds, not administered by the Agency.
Project Inspector-The Municipal Projects Manager's designated representative for inspec-
tion, contract administration.
Proposal-See Bid.
{'\ •+' Revised 3/6/15 Contract No. 4020 Page 42 of 116 Pages
Specifications-General Provisions, Standard Specifications, Technical Specifications, Refer-
ence Specifications, Supplemental Provisions, and specifications in Supplemental Agreements
between the Contractor and the Board.
Standard Plans -Details of standard structures, devices, or instructions referred to on the
Plans or in Specifications by title or number.
State-State of California.
Subcontractor -An individual, firm, or corporation having a direct contract with the Contractor
or with any other Subcontractor for the performance of a part of the Work.
Supervision-Supervision, where used to indicate supervision by the Municipal Projects Man-
ager, shall mean the performance of obligations, and the exercise of rights, specifically imposed
upon and granted to the Agency in becoming a party to the Contract. Except as specifically
stated herein, supervision by the Agency shall not mean active and direct superintendence of
details of the Work.
Supplemental Agreement-A written amendment of the Contract Documents signed by both
parties.
Supplemental Provisions -Additions and revisions to the Specifications setting forth condi-
tions and requirements peculiar to the work.
Surety-Any individual, firm, or corporation, bound with and for the Contractor for the accepta-
ble performance, execution, and completion of the Work, and for the satisfaction of all obliga-
tions incurred.
Utility -Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sew-
ers, or storm drains owned, operated, or maintained in or across a public right of way or private
easement.
Work -That which is proposed to be constructed or done under the Contract or permit, includ-
ing the furnishing of all labor, materials, equipment, and services.
1-3 ABBREVIATIONS
1-3.1 General. The abbreviation herein, together with others in general use, are applicable to
these Specifications and to project Plans or other Contract Documents.
All abbreviations and symbols used on Plans for structural steel construction shall conform to
those given by the "Manual of Steel Construction" published by the American Institute of Steel
Construction, Inc.
1-3.2 Common Usage
AA
AAADM
AABC
{'\ •+' Revised 3/6/15
Aluminum Association, Inc. (The)
WWI.v.aluli)inum.org
American Association of Automatic Door Manufacturers
www.aaadm.com
Associated Air Balance Council
Contract No. 4020 Page 43 of 116 Pages
AAMA
AASHTO
AATCC
ABMA
ABMA
ACI
ACPA
AEIC
AF&PA
AGA
AGC
AHA
AHAM
AI
AlA
AISC
AISI
A lTC
ALGA
ALSC
AMCA
ANSI
AOSA
APA
APA
-~ ~+J Revised 3/6/15
www.aabch.fLCO.ffi
American Architectural Manufacturers Association
www.aamanet.org
American Association of State Highway and Transportation
Officials
www. transQortation .org
American Association ofT extile Chemists and Colorists
www.aatcc.Q.rg
Air Barrier Association of America
www.airbarrier.org
American Bearing Manufacturers Association
'II)IWW. ab!Jla-dc. org
American Concrete Institute
www. concrete.q.rg
American Concrete Pipe Association
Y:i::f'J\1\t.co_ncrete-QiQe.org
Association of Edison Illuminating Companies, Inc. (The)
WWI!If.aeic.org
American Forest & Paper Association
.www.afandQa.org
American Gas Association
www.aga.om
Associated General Contractors of America (The)
www. age. org
American Hardboard Association
(Now part of CPA)
Association of Home Appliance Manufacturers
www.<?_ham.org
Asphalt Institute
www.asphaltinstitute.o.m
American Institute of Architects (The)
www.aia.org
American Institute of Steel Construction
www.aisc.org
American Iron and Steel Institute
~.steel.org
American Institute of Timber Construction
www.aitc-glulam.org
Associated Landscape Contractors of America
(Now PLANET -Professional Landcare Network)
American Lumber Standard Committee, Incorporated
www.alsc.org
Air Movement and Control Association International, Inc.
't!J!!W. a mea. org
American National Standards Institute
~w.ansi.org
Association of Official Seed Analysts, Inc.
www.aosaseed.com
Architectural Precast Association
www.ar9..t!J2recastor_g
APA-The Engineered Wood Association
lf!Y'IW. apawoos!:Qrg
Contract No. 4020 Page 44 of 116 Pages
APAEWS
API
ARI
ARMA
ASCE
ASCE/SEI
ASH RAE
ASME
ASSE
ASTM
AWCI
AWCMA
AWl
AWPA
AWS
AWWA
BHMA
BIA
BICSI
BIFMA
BISSC
CCC
('\ •+' Revised 3/6/15
APA-The Engineered Wood Association; Engineered
Wood Systems
(See APA-The Engineered Wood Association)
American Petroleum Institute
11.\fWW.api.org
Air-Conditioning & Refrigeration Institute
www.ari.org
Asphalt Roofing Manufacturers Association
www.ast;2haitroofin~.org
American Society of Civil Engineers
www.asce.org
American Society of Civil Engineers /Structural
Engineering Institute
(See ASCE)
American Society of Heating, Refrigerating and Air-
Conditioning Engineers
www.ashrae.org
ASME International
(American Society of Mechanical Engineers International)
www.asme.org
American Society of Sanitary Engineering
www.asse-plumbing.org
ASTM International
(American Society for Testing and Materials International)
www.astm.org
Association of the Wall and Ceiling Industry
www.awci.org
American Window Covering Manufacturers Association
(NowWCMA)
Architectural Woodwork Institute
www.awinet.org
American Wood Protection Association
(Formerly: American Wood Preservers' Association)
www.awpa.com
American Welding Society
www.aws.org
American Water Works Association
~.awwa.org
Builders Hardware Manufacturers Association
www.buildershardware.com
Brick Industry Association (The)
www.bia.om.
BICSI, Inc.
www.bicsi.org
BIFMA International
(Business and Institutional Furniture Manufacturer's
Association International)
www.bifma.com
Baking Industry Sanitation Standards Committee
www. bissc.org
Carpet Cushion Council
~c~rQetcushion.org
Contract No. 4020 Page 45 of 116 Pages
CDA
CEA
CEA
CFFA
CGA
CIMA
CISCA
CISPI
CLFMI
CRRC
CPA
CPPA
CRI
CRSI
GSA
GSA
CSI
CSI
CSSB
CTI
DHI
EIA
EIMA
EJCDC
EJMA
-~ f.+J Revised 3/6/15
Copper Development Association
www.co~r.org
Canadian Electricity Association
www. canelectca
Consumer Electronics Association
~ww.ce,prg
Chemical Fabrics & Film Association, Inc.
www.chemicaifabricsandfilm.com
Compressed Gas Association
www.cganet.com
Cellulose Insulation Manufacturers Association
www.cellulose.org
Ceilings & Interior Systems Construction Association
www.cisca.org
Cast Iron Soil Pipe Institute
Chain Link Fence Manufacturers Institute
www.chainiinkinfo.org
Cool Roof Rating Council
lll!)!VW.coolroofs.org
Composite Panel Association
www.pbmdf.com
Corrugated Polyethylene Pipe Association
w.w_w. cppa-info. org
Carpet and Rug Institute (The)
www.carpet-rug.com
Concrete Reinforcing Steel institute
www.crsi.org
Canadian Standards Association
GSA International
(Formerly: lAS-International Approval Services)
www.csa-international.org
Cast Stone Institute
'lf:!WW. caststone. org
Construction Specifications Institute (The)
www.csinet.org
Cedar Shake & Shingle Bureau
www.cedarbureau.om
Cooling Technology Institute
(Formerly: Cooling Tower Institute)
www.cti.org
Door and Hardware Institute
www.dhi.org
Electronic Industries Alliance
www.eia.q_rg
EIFS Industry Members Association
www.eima.com
Municipal Projects Managers Joint Contract Documents
Committee
Yl!.Y.)IW. ejdc. qm
Expansion Joint Manufacturers Association, Inc.
~.§jma.org
Contract No. 4020 Page 46 of 116 Pages
ESD ESD Association
(Electrostatic Discharge Association)
1{WVW.esda.org
ETL SEMCO lntertek ETL SEMCO
(Formerly: ITS-lntertek Testing Service NA)
www.intertek.com
FM Approvals FM Approvals LLC
lNWW. fmglgQ.~i..:.qlfiJ
FM Global FM Global
(Formerly: FMG -FM Global)
!OONW.fmglobal.com
FMRC Factory Mutual Research
(Now FM Global)
FSA Fluid Sealing Association
'tft!W. fluidsealing .com
FSC Forest Stewardship Council
www.fsc.org
GA Gypsum Association
WW\CLQ:llf!St~m.org
GANA Glass Association of North America
www.glasswebsite.com
GRI (Part of GSI)
GS Green Seal
www.greenseal.org
GSI Geosynthetic Institute
www. geosynthetic-institute. org
HI Hydraulic Institute
WWifi!JUJffiQS.Qffi
HI Hydronics Institute
www.gamanet.org
HMMA Hollow Metal Manufacturers Association
(Part of NAAMM)
HPVA Hardwood Plywood & Veneer Association
www"_tlpva.org
HPW H. P. White Laboratory, Inc.
www.hpwhite.com
lAS International Approval Services
(Now CSA International)
ICEA Insulated Cable Engineers Association, Inc.
www.icea.net
ICRI International Concrete Repair Institute, Inc.
www.icri.org
IEC International Electrotechnical Commission
www.iec.ch
IEEE Institute of Electrical and Electronics Engineers Inc. (The)
www.ieee.org
IESNA Illuminating Engineering Society of North America
www.iesna.org
lEST Institute of Environmental Sciences and Technology
V10f11W .iest. org
IGCC Insulating Glass Certification Council
~w.igcc.org .,
"f.., Revised 3/6/15 Contract No. 4020 Page 47 of 116 Pages
IGMA
Ill
ISO
ISS FA
ITS
ITU
KCMA
LMA
LPI
MBMA
MFMA
MFMA
MH
MHIA
MIA
MPI
MSS
NAAMM
NACE
NADCA
NAIMA
NBGQA
NCMA
NCPI
·~ l.., Revised 3/6/15
Insulating Glass Manufacturers Alliance
www.igmaonline.org
Indiana Limestone Institute of America, Inc.
www.iliai.com
International Organization for Standardization
www.iso.ch
Available from ANSI
W\fiiW.ansi.org
International Solid Surface Fabricators Association
www.issfa.net
lntertek Testing Service NA
(Now ETL SEMCO)
International Telecommunication Union
www.itu.int/home
Kitchen Cabinet Manufacturers Association
www.kcr:na.org
Laminating Materials Association
(Now part of CPA)
Lightning Protection Institute
www.lightning.org
Metal Building Manufacturers Association
www.mbma.com
Maple Flooring Manufacturers Association, Inc.
www.maplefioor.org
Metal Framing Manufacturers Association, Inc.
www.metalframingmfg.orq
Material Handling
(Now MHIA)
Material Handling Industry of America
www.mhia.org
Marble Institute of America
www.marble-institute.com
Master Painters Institute
VlfWW. paintinfo. COil)
Manufacturers Standardization Society of The Valve and
Fittings Industry Inc.
www.mss-hg.com
National Association of Architectural Metal Manufacturers
vvww.naamm.org
NACE International
(National Association of Corrosion Engineers International)
V\lWW.nace.org
National Air Duct Cleaners Association
www. nadca . .f.Q!!J.
North American Insulation Manufacturers Association
www.naima.org
National Building Granite Quarries Association, Inc.
www.nbgga.cgm
National Concrete Masonry Association
www.ncma.org
National Clay Pipe Institute
~nc.Qi.,org
Contract No. 4020 Page 48 of 116 Pages
NCTA
NEBB
NECA
NeLMA
NEMA
NETA
NFPA
NFRC
NGA
NHLA
NLGA
NOFMA
NOMMA
NRCA
NRMCA
NSF
NSSGA
NTMA
NTRMA
NVVWDA
OPL
PCI
PDCA
PDI
~~ ~., Revised 3/6/15
National Cable & Telecommunications Association
www.ncta.com
National Environmental Balancing Bureau
yvww.nebb.org
National Electrical Contractors Association
www.necanet.org
Northeastern Lumber Manufacturers' Association
www~nelma.org
National Electrical Manufacturers Association
~.neiTJcLorg
InterNational Electrical Testing Association
www.netaworld.Ql9.
NFPA
(National Fire Protection Association)
www.nfpa.org
National Fenestration Rating Council
www.nfrc.org
National Glass Association
www.glass.org
National Hardwood Lumber Association
~natlhardwood.org
National Lumber Grades Authority
www.nlga.org
NOFMA: The Wood Flooring Manufacturers Association
(Formerly: National Oak Flooring Manufacturers
Association)
W\iltw.nofma.com
National Ornamental & Miscellaneous Metals Association
www.nomm§.org
National Roofing Contractors Association
www.nrca.net
National Ready Mixed Concrete Association
'\NY\fW.nrmca.org
NSF International
(National Sanitation Foundation International)
www.nsf.org
National Stone, Sand & Gravel Association
\[1/WW.nssga.org
National Terrazzo & Mosaic Association, Inc. (The)
www.ntma.com
National Tile Roofing Manufacturers Association
(NowTRI)
National Wood Window and Door Association
(NowWDMA)
Omega Point Laboratories, Inc.
(Now ITS)
Precast/Prestressed Concrete Institute
www.pg_Lorg
Painting & Decorating Contractors of America
yvww.pdca.gom
Plumbing & Drainage Institute
~dior:!!!lle.org
Contract No. 4020 Page 49 of 116 Pages
PGI
PLANET
PTI
RCSC
RFCI
RIS
SAE
SDI
SDI
SEFA
SEI/ASCE
SGCC
SIA
SIGMA
SJI
SMA
SMACNA
SMPTE
SPFA
SPIB
SPRI
SSINA
SSPC
·~ ~~ Revised 3/6/15
PVC Geomembrane Institute
l)ttp:f/pgi-tp.ce.L!_itu;:.ed!J.
Professional Landcare Network
(Formerly: ACLA-Associated Landscape Contractors of
America)
www.landcarenetwork. org
Post-Tensioning Institute
WWW.J2.0St-tensioning.org
Research Council on Structural Connections
www.boltcouncil.org
Resilient Floor Covering Institute
www.rfci.com
Redwood Inspection Service
www.redwoodinspection.com
SAE International
www.sae.org
Steel Deck Institute
www.sdi.org
Steel Door Institute
www.steeldoor.org
Scientific Equipment and Furniture Association
www.sefalabs.com
Structural Engineering Institute/American Society of Civil
Engineers
(See ASCE)
Safety Glazing Certification Council
~.sggc.QI9.
Security Industry Association
www.siaonline.org
Sealed Insulating Glass Manufacturers Association
(Now IGMA)
Steel Joist Institute
www.steeljoist.org
Screen Manufacturers Association
www.smacentratorn
Sheet Metal and Air Conditioning Contractors'
National Association
~.smacna.org
Society of Motion Picture and Television Engineers
www.smpte.org
Spray Polyurethane Foam Alliance
(Formerly: SPI/SPFD -The Society of the Plastics
Industry, Inc.; Spray Polyurethane Foam Division)
www.sprayfoam.o..rg
Southern Pine Inspection Bureau (The)
www.spib.org
Single Ply Roofing Industry
www.spri.org
Specialty Steel Industry of North America
yvww.ssina.com
SSPC: The Society for Protective Coatings
~
Contract No. 4020 Page 50 of 116 Pages
STI
SWI
SWRI
TCA
TCNA
TIA/EIA
TMS
TPI
TPI
TRI
UL
UNI
USGBC
US ITT
WASTEC
WCLIB
WCMA
wcsc
WDMA
WI
WIC
WMMPA
WSRCA
•"" ~., Revised 3/6/15
Steel Tank Institute
www. steeltank. corn
Steel Window Institute
www. steelwindows. corn
Sealant, Waterproofing, & Restoration Institute
www.swrionline.org
Tile Council of America, Inc.
(NowTCNA)
Tile Council of North America, Inc.
www.tileusa.com
Telecommunications Industry Association/Electronic
Industries Alliance
www.tiaonline.org
The Masonry Society
www.masonrysociety.org
Truss Plate Institute, Inc.
www.tpinst.org
Turfgrass Producers International
~
Tile Roofing Institute
www.tileroofing.org
Underwriters Laboratories Inc.
www.ul.com
Uni-Bell PVC Pipe Association
www.uni-bell.org
U.S. Green Building Council
yyvvw.us_gbc.org
United States Institute for Theatre Technology, Inc.
www.usitt.org
Waste Equipment Technology Association
www.wastec.org_
West Coast lumber Inspection Bureau
www. wclib.org
Window Covering Manufacturers Association
www.wcmanet.org
Window Covering Safety Council
(Formerly: WCMA -Window Covering Manufacturers
Association)
www. windowcoverings.org
Window & Door Manufacturers Association
(Formerly: NWVVDA -National Wood Window and Door
Association)
www.wdma.com
Woodwork Institute (Formerly: WIC-Woodwork Institute
of California)
www.wicnet.org
Woodwork Institute of California
(Now WI)
Wood Moulding & Millwork Producers Association
wyvw.wmmpa.com
Western States Roofing Contractors Association
www.wsrca.com
Contract No. 4020 Page 51 of 116 Pages
\f>M/PA Western Wood Products Association
Y\IWW.wwpa.org
1-3.3 .. 1 Standards and Regulations
Where abbreviations and acronyms are used in specifications or other Contract Documents, they
shall mean the recognized name of the organizations responsible for the standards and regulations
in the following list. Names, telephone numbers, and websites are subject to change and are
believed to be accurate and up-to-date as of the date of the Contract Documents.
ADAAG
CFR
DOD
DSCC
FED-STD
FS
FTMS
MIL
MIL-STD
MILSPEC
UFAS
Americans with Disabilities Act (ADA)
Architectural Barriers Act (ABA)
Accessibility Guidelines for Buildings and Facilities
Available from Access Board
www.access-board.gov
Code of Federal Regulations
Available from Government Printing Office
www. oaccess. ov/cfr/index.html
Department of Defense Military Specifications and Standards
Available from Department of Defense Single Stock Point
ht\iiHQQQ.§sp.daps.dla.mil
Defense Supply Center Columbus
(See FS)
Federal Standard
(See FS)
Federal Specification
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla. mil
Available from Defense Standardization Program
www.dps.dla.mil
Available from General Services Administration
ytWVV.gsa.gov
Available from National Institute of Building Sciences
www. wbdg .org/ccb
Federal Test Method Standard
(See FS)
(See MILSPEC)
(See MILSPEC)
Military Specification and Standards
Available from Department of Defense Single Stock Point
http://dodssp.daps.dla.ml!
Uniform Federal Accessibility Standards
Available from Access Board
www. access~board.gov
~~ ~+J Revised 3/6/15 Contract No. 4020 Page 52 of 116 Pages
1-3.3.2 State Government Agencies
Where abbreviations and acronyms are used in Specifications or other Contract Documents, they
shall mean the recognized name of the entities in the following list. Names, telephone numbers,
and websites are subject to change and are believed to be accurate and up-to-date as of the date
of the Contract Documents.
CBHF State of California, Department of Consumer Affairs
Bureau of Home Furnishings and Thermal Insulation
www.d~.ca.gov/bhfti
CCR California Code of Regulations
www.calregs.com
CPUC California Public Utilities Commission
www.cpuc.ca.gov
SCAQD South Coast Air Quality Management District
www.agmd.gov
SWRCB State Water Resources Control Board
www.~cb.ca.gQY
1-4 UNITS OF MEASURE.
1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal
measurement system in these specifications. However, certain material specifications and test re-
quirements contained herein use Sl units specifically and conversions to U.S. Standard Measures
may or may not have been included in these circumstances. When U.S. Standard Measures are not
included in parenthesis, then the Sl units shall control. S.l. units and U.S. Standard Measures in pa-
renthesis may or may not be exactly equivalent.
Common Metric Prefixes
~~it~~~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: 1 g~~
micro (J..t) ................................................................................................ 1 o·6
~~~0(~)). ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ~ g~~2
1-5 SYMBOLS
L1
L
%
'
I
0
PL
CL
SL
Delta, the central angle or angle between tangents
Angle
Percent
Feet or minutes
Inches or seconds
Number
per or (between words)
Degree
Property line
Centerline
Survey line or station line
-~ ~., Revised 3/6/15 Contract No. 4020 Page 53 of 116 Pages
SECTION 2-SCOPE AND CONTROL OF WORK
2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as pro-
vided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids.
2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board,
except that the Contractor may assign money due or which will accrue to it under the Contract. If given
written notice, such assignment will be recognized by the Board to the extent permitted by law. Any
assignment of money shall be subject to all proper withholdings in favor of the Agency and to all
deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject
to being used by the Agency for completion of the Work, should the Contractor be in default.
2-3 SUBCONTRACTS.
2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including
Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this
Chapter are included below for information:
The Bidder shall set forth in the Bid, as provided in 4104:
"(a) The name and location of the place of business of each subcontractor who will
perform work or labor or render service to the prime contractor in or about the construc-
tion of the work or improvements, or a subcontractor licensed by the State of California
who, under subcontract to the prime contractor, specially fabricates and installs a por-
tion of the work or improvement according to detailed drawings contained in the plans
and specifications, in an amount in excess of one-half of 1 percent of the prime con-
tractor's total bid, or, in the case of bids or offers for the construction of streets or high-
ways, including bridges, in excess of one-half of 1 percent of the prime contractor's
total bid or ten thousand dollars ($1 0,000), whichever is greater."
"(b) The portion of the work which will be done by each such subcontractor under this
act. The prime contractor shall list only one subcontractor for each such portion as is
defined by the prime contractor in his bid."
If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the
same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the
Contractor's total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform
that portion itself, except as otherwise provided in the Code.
As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as
Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by proce-
dures established in Section 4107.5. This section provides procedures to correct a clerical error in the
listing of a Subcontractor.
Section 411 0 provides that a Contractor violating any of the provisions of the Chapter violates the
Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor
a penalty in an amount of not more than 1 0 percent of the subcontract involved, after a public hearing.
2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of
the Contract and shall keep the Work under its control.
{'\ •+" Revised 3/6/15 Contract No. 4020 Page 54 of 116 Pages
2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor,
and the Contractor shall be responsible for their work.
2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with
the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds
issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown
in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed
to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be ac-
companied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder
shall pay all bond premiums, costs, and incidentals.
Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety
and the signature of the authorized agent ofthe Surety shall be notarized.
The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and ma-
terials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than
one hundred percent of the total amount payable by the terms of this contract. The Contractor shall
provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hun-
dred percent of the total amount payable by the terms of this contract.
Both bonds shall extend in full force and effect and be retained by the Agency during this project until
they are released according to the provisions of this section.
The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days
after recordation of the Notice of Completion and will remain in full force and effect for the one year
warranty period and until all warranty repairs are completed to the satisfaction of the Municipal Projects
Manager. The bonds to secure payment of laborers and materials suppliers shall be released six
months pius 30 days after recordation of the Notice of Completion if ail claims have been paid.
All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the
business of insurance in California and whose assets exceed their liabilities in an amount equal to or
in excess of the amount of the bond. The bonds are to contain the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other
instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the
insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution
of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173
of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by
the oath of the principal officer or manager residing within the United States.
Should any bond become insufficient, the Contractor shall renew the bond within 1 0 days after receiv-
ing notice from the Agency.
Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to
that effect. No further payments shall be deemed due or will be made under the contract until a new
Surety shall qualify and be accepted by the Board.
Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release
the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by
the Surety.
f.' •+' Revised 3/6/15 Contract No. 4020 Page 55 of 116 Pages
2-5 PLANS AND SPECIFICATIONS.
2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to
which the Municipal Projects Manager shall have access at all times.
The specifications for the work include the General Provisions, Technical Specifications, and Carlsbad
Engineering Standards (CES).
The construction plans consist of one set.
The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Docu-
ments are intended to be complementary and cooperative. Anything specified in the Specifications
and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be
as though shown on or specified in both.
The Plans shall be supplemented by such working drawings and shop drawings as are necessary to
adequately control the Work.
The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through
a reasonable examination of the Work site prior to submitting the Bid.
Existing improvements visible at the Work site, for which no specific disposition is made on the Plans,
but which interfere with the completion ofthe Work, shall be removed and disposed of by the Contrac-
tor.
The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immedi-
ately call it to the attention of the Municipal Projects Manager.
2-5.2 Precedence of Contract Documents. If there is a conflict between Contract Documents, the
document highest in precedence shall control. The precedence shall be the most recent edition of the
following documents listed in order of highest to lowest precedence:
1) Permits from other agencies as may be required by law.
2) Change orders, whichever occurs last.
3) Contract addenda, whichever occurs last.
4) Contract
5) Carlsbad General Provisions
6) Technical Specifications
7) Plans.
8) Standards plans.
a) City of Carlsbad Standard Drawings.
b) Carlsbad Municipal Water District Standard Drawings.
c) City of Carlsbad modifications to the San Diego Area Regional Standard Drawings.
d) San Diego Area Regional Standard Drawings.
e) Traffic Signal Design Guidelines and Standards.
f) State of California Department of Transportation Standard Plans.
g) State of California Department of Transportation Standard Specifications.
h) California Manual on Uniform Traffic Control Devices (CA MUTCD).
9) Standard Specifications for Public Works Construction, as amended.
1 0) Reference Specifications.
11) Manufacturer's Installation Recommendations
Detail drawings shall take precedence over general drawings . . , ~., Revised 3/6/15 Contract No. 4020 Page 56 of 116 Pages
Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will
take precedence over items 2) through 1 0) above. Detailed plans and plan views shall have prece-
dence over general plans.
2-5.3 Submittals.
2-5.3.1 General. Submittals shall be provided, at the Contractor's expense, as required in 2-5.3.2, 2-
5.3.3 and 2-5.3.4, when required by the Plans or Technical Specifications, or when requested by the
Municipal Projects Manager.
Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required
by performed, before the required submittals have been reviewed and accepted by the Municipal Pro-
jects Manager. Neither review nor acceptance of submittals by the Municipal Projects Manager shall
relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Docu-
ments, unless such deviations were specifically called to the attention of the Municipal Projects Man-
ager in the letter of transmittal. The Contractor shall be responsible for the correctness of the submit-
tals.
The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise
specified. Each submittal shall be accompanied by a letter of transmittal.
Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number ofthe
original submittal followed by an ascending alphabetical designation (e.g. The label '4-C' would indi-
cate the third instance that the fourth submittal had been given to the Municipal Projects Manager).
Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and sub-
mittals shall be accompanied by a letter of transmittal on the Contractor's letterhead. The Letter of
Transmittal shaii contain the following:
1) Project title and Agency contract number.
2) Number of complete sets.
3) Contractor's certification statement.
4) Specification section number(s) pertaining to material submitted for review.
5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for
the same materials.)
6) Description of the contents of the submittal.
7) Identification of deviations from the contract documents.
When submitted for the Agency's review, Shop Drawings shall bear the Contractor's certification that
the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in con-
formance with the requirements of the Contract Documents. The Contractor shall subscribe to and
shall place the following certification on all submittals:
"I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to
be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the
allocated spaces, and is submitted for approval."
By: ----------------------------Title:-------------
Date:------------
Company Name: _______________________________ ___
-~ Q Revised 3/6/15 Contract No. 4020 Page 57 of 116 Pages
2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans
which are required by the Specifications and to be designed by the Contractor. Working drawings shall
be of a size and scale to clearly show all necessary details.
One pdf version electronic file shall be submitted.
2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled
products proposed to be incorporated into the Work. Shop drawings required shall be as specified in
the Specifications.
2-5.3.4 Supporting Information. Supporting information is information required by the Specifications
for the purposes of administration of the Contract, analysis for verification of conformance with the
Specifications, the operation and maintenance of a manufactured product or system to be constructed
as part of the Work, and other information as may be required by the Municipal Projects Manager.
Three copies and one electronic version of the supporting information shall be submitted to the Mu-
nicipal Projects Manager prior to the start of the Work unless otherwise specified in the Special Provi-
sions or directed by the Municipal Projects Manager. Supporting information for systems shall be
bound together and include all manufactured items for the system. If resubmittal is not required, three
copies will be returned to the Contractor. Supporting information shall consist of the following and is
required unless otherwise specified:
1) List of Subcontractors per 2-3.2.
2) List of Materials per 4-1.4.
3) Certifications per 4-1.5.
4) Construction Schedule per 6-1.
5) Confined Space Entry Program per 7-10.4.4.
6)
7) Data, including, but not limited to, catalog sheets, manufacturer's brochures, technical bulletins,
specifications, diagrams, product samples, and other information necessary to describe a sys-
tem, product or item. This information is required for irrigation systems, street lighting systems,
and traffic signals, and may also be required for any product, manufactured item, or system.
2-5.4 Record Drawings. The Contractor shall provide and keep up-to-date a complete "as-built" rec-
ord set of blue-line prints, which shall be corrected in red daily and show every change from the original
drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, under-
ground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be
obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only
as a record set and shall, at the conclusion of the project, be sent to the Architect of Record for revi-
sions to the original CAD files. Cad and PDF files shall be delivered to the Municipal Projects Manager
within thirty (30) days of completion of the work. Payment for performing the work required by Section
2-5.4 shall be included in Bid.
2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract
in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equip-
ment, tools, labor, and incidentals necessary to complete the Work.
2-7 SUBSURFACE DATA. If applicable, all soil and test hole data, water table elevations, and soil
analyses shown on the drawings or included in the Specifications apply only at the location of the test
holes and to the depths indicated. Soil test reports for test holes which have been drilled are attached
in Appendix D. Any additional subsurface exploration shall be done by Bidders or the Contractor at
their own expense.
The indicated elevation of the water table is that which existed on the date when test hole data was
f' •+" Revised 3/6/15 Contract No. 4020 Page 58 of 116 Pages
determined. It is the Contractor's responsibility to determine and allow for the elevation of groundwater
at the date of project construction. A difference in elevation between groundwater shown in soil boring
logs and groundwater actually encountered during construction will not be considered as a basis for
extra work ..
2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be provided by
the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume
all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily
required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages
caused by such actions.
2-9 SURVEYING.
2-9.1 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey
monuments or benchmarks without the consent of the Municipal Projects Manager. Where the Mu-
nicipal Projects Manager concurs, in writing, with the Contractor that protecting an existing monument
in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil Mu-
nicipal Projects Manager authorized to practice land surveying within the State of California, hereinaf-
ter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall
have the monument replaced by the Surveyor no later than thirty (30) days after construction at the
site of the replacement is completed. The Surveyor shall file corner record(s) as required by§§ 8772
and 8773, et seq. of the California Business and Professions Code.
When a change is made in the finished elevation of the pavement of any roadway in which a perma-
nent survey monument is located, the Contractor shall adjust the monument frame and cover to the
new grade within 7 days of paving unless the Municipal Projects Manager shall approve otherwise.
Monument frames and covers shall be protected during street sealing or painting projects or be
cleaned to the satisfaction of the Municipal Projects Manager.
2-9.2 Survey Service. If applicable, the Contractor shall hire and pay for the services of a Surveyor,
hereinafter Surveyor to perform all work necessary for establishing control, construction staking, rec-
ords research and all other surveying work necessary to construct the work, provide surveying ser-
vices as required herein and provide surveying, drafting and other professional services required to
satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all
surveying operations and shall personally supervise and certify the surveying work.
2-9.2.1 Submittal of Surveying Data, All surveying data submittals shall conform to the requirements
of Section 2-5.3.3, "Submittals", herein ..
2-9.3 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the
Plans.
2-10 AUTHORITY OF BOARD AND MUNICIPAL PROJECTS MANAGER. The Board has the final
authority in all matters affecting the Work. Within the scope of the Contract, the Municipal Projects
Manager has the authority to enforce compliance with the Plans and Specifications. The Contractor
shall promptly comply with instructions from the Municipal Projects Manager or an authorized repre-
sentative.
The decision of the Municipal Projects Manager is final and binding on all questions relating to: quan-
tities; acceptability of material, equipment, or work; execution, progress or sequence of work; and
interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment
under the Contract, unless otherwise ordered by the Board.
I' • ., Revised 3/6/15 Contract No. 4020 Page 59 of 116 Pages
2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of
all records in the Contractor's or subcontractor's possession pertaining to the work that the Municipal
Projects Manager may request
2-10.2 Audit and Inspection, Contractor agrees to maintain and/or make available, to the Municipal
Projects Manager, within San Diego County, accurate books and accounting records relative to all its
activities and to contractually require all subcontractors to this Contract to do the same. The Municipal
Projects Manager shall have the right to monitor, assess, and evaluate Contractor's and its subcon-
tractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to
include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and in-
terviews of Contractor's staff and the staff of all subcontractors to this contract. At any time during
normal business hours and as often as the Municipal Projects Manager may deem necessary, upon
reasonable advance notice, Contractor shall make available to the Municipal Projects Manager for
examination, all of its, and all subcontractors to this contract, records with respect to all matters cov-
ered by this Contract and will permit the Municipal Projects Manager to audit, examine, copy and make
excerpts or transcripts from such data and records, and to make audits of all invoices, materials, pay-
rolls, records of personnel, and other data relating to all matters covered by this Contract. However,
any such activities shall be carried out in a manner so as to not unreasonably interfere with Contrac-
tor's ongoing business operations. Contractor and all subcontractors to this contract shall maintain
such data and records for as long as may be required by applicable laws and regulations.
2-11 INSPECTION. The Work is subject to inspection and approval by the Municipal Projects Man-
ager. The Contractor shall notify the Municipal Projects Manager before noon of the working day be-
fore inspection is required. Work shall be done only in the presence of the Municipal Projects Manager,
unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The
Municipal Projects Manager and any authorized representatives shall at all times have access to the
Work during its construction at shops and yards as well as the project site. The Contractor shall provide
every reasonable facility for ascertaining that the materials and workmanship are in accordance with
these specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill
all conditions of the Contract.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 60 of 116 Pages
SECTION 3-CHANGES IN WORK
3-1 CHANGES REQUESTED BY THE CONTRACTOR.
3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor,
which do not materially affect the Work and which are not detrimental to the Work or to the interests
of the Agency, may be granted by the Municipal Projects Manager. Nothing herein shall be construed
as granting a right to the Contractor to demand acceptance of such changes.
3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall
be made at a reduction in cost or no additional cost to the Agency.
3-2 CHANGES INITIATED BY THE AGENCY.
3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity
of work provided the total arithmetic dollar value of all such changes, both additive and deductive,
does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limita-
tion, the change shall be by written Supplemental Agreement between the Contractor and Agency,
unless both parties agree to proceed with the change by Change Order.
Change Orders shall be in writing and state the dollar value of the change or established method of
payment, any adjustment in contract time of completion, and when negotiated prices are involved,
shall provide for the Contractor's signature indicating acceptance.
3-2.2 Payment.
3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit
Price, and such change does not involve substantial change in character of the work from that shown
on the Plans or specified in the Specifications, then an adjustment in payment will be made. This
adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price.
If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conform-
ance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will
be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid
quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-2.2.3 as appropriate.
The provision requiring the total arithmetic quantity changes, both additive and deductive to not ex-
ceed 50 percent of the quantity in the "Contractor's Proposal" shall not apply to bid items A-1, A-2, A-
3, A-4, A-5, A-6, A-7, A-8, and A-1 0. For Bid Items A-1 through A-8, it is the intent that the Contractor
will be paid at the unit price stipulated in the Contractor's Proposal for the actual final quantity furnished
and installed, and for Bid Item A-10 the actual final quantity excavated and recompacted, which total
quantity may be more or less than the quantity stipulated for each of the bid items listed in the "Con-
tractor's Proposal.
If a change is ordered in an item of work covered by a Contract Unit Price, and such change does
involve a substantial change in the character of the work from that shown on the Plans or specified in
the Specifications, an adjustment in payment will be made per Section 3-2.4.
3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered
by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed
the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid
quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by
the Contractor and the Agency, or at the option of the Municipal Projects Manager, on the basis of
Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed
f.' • ., Revised 3/6/15 Contract No. 4020 Page 61 of 116 Pages
costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for
150 percent of the Bid quantity at the Contract Unit Price.
3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered
by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less
than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested
in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an
adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the
option of the Municipal Projects Manager, on the basis of Extra Work per Section 3-3; however, in no
case will payment be less than would be made for the actual quantity at the Contract Unit Price nor
more than would be made for 50 percent of the Bid quantity at the Contract Unit Price.
3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the
Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipu-
lated Unit Prices may be used for the adjustment of Contract changes when so specified.
3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract
Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the
Agency. If mutual agreement cannot be reached, the Municipal Projects Manager may direct the Con-
tractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise
specified in Sections 3-2.2.2 and 3-2.2.3.
3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for
all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be
valid for the purpose of change orders to the project.
3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the
Contractor for its actual costs incurred in connection with the eliminated item prior to notification in
writing from the Municipal Projects Manager so stating its elimination. If material conforming to the
Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date
of notification of elimination by the Municipal Projects Manager, and if the order for that material cannot
be canceled, payment will be made to the Contractor for the actual cost of the material. In this case,
the material shall become the property of the Agency. Payment will be made to the Contractor for its
actual costs for any further handling. If the material is returnable, the material shall be returned and
payment will be made to the Contractor for the actual cost of charges made by the supplier for return-
ing the material and for handling by the Contractor. Actual costs, as used herein, shall be computed
on the basis of Extra Work per Section 3-3.
3-3 EXTRA WORK.
3-3.1 General. New or unforeseen work will be classified as "extra work" when the Municipal Pro-
jects Manager determines that it is not covered by Contract Unit Prices or stipulated unit prices.
3-3.2 Payment.
3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for
the extra work based on the accumulation of costs as provided herein.
3-3.2.2 Basis for Establishing Costs.
(a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work
at the time the extra work is done, plus employer payments of payroll taxes, workers compensation
insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other .,
"\+7 Revised 3/6/15 Contract No. 4020 Page 62 of 116 Pages
direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required
by lawful collective bargaining agreements.
The use of a labor classification which would increase the extra work cost will not be permitted unless
the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators
and helpers shall be reported only when such costs are not included in the invoice for equipment
rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that
applicable to extra work will be paid.
Nondirect labor costs, including superintendence, shall be considered part of the markup of Section
3-3.2.3 (a).
(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such
materials are locally available and delivered to the job site in the quantities involved, plus sales tax,
freight, and delivery.
The Agency reserves the right to approve materials and sources of supply, or to supply materials to
the Contractor if necessary for the progress of the Work. No markup shall be applied to any material
provided by the Agency.
(c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replace-
ment value of $200 or less.
Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and
delay costs shall be the edition of the, "Labor Surcharge and Equipment Rental Rates" published by
CAL TRANS, current at the time of the actual use of the tool or equipment. The right-of-way delay
factors therein shall be used as multipliers of the rental rates for determining the value of costs for
delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not
a part of this contract.
The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary
attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all inciden-
tals. Necessary loading and transportation costs for equipment used on the extra work shall be in-
cluded.
If equipment is used intermittently and, when not in use, could be returned to its rental source at less
expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor
elects to keep it at the Work site, at no expense to the Agency.
All equipment shall be acceptable to the Municipal Projects Manager, in good working condition, and
suitable for the purpose for which it is to be used. Ma.nufacturer's ratings and approved modifications
shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating
recommended by the manufacturer.
The reported rental time for equipment already at the Work site shall be the duration of its use on the
extra work. This time begins when equipment is first put into actual operation on the extra work, plus
the time required to move it from its previous site and back, or to a closer site.
(d) Other Items. The Agency may authorize other items which may be required on the extra work,
including labor, services, material, and equipment. These items must be different in their nature from
those required for the Work, and be of a type not ordinarily available from the Contractor or Subcon-
tractors.
f.'\ • ., Revised 3/6/15 Contract No. 4020 Page 63 of 116 Pages
Invoices covering all such items in detail shall be submitted with the request for payment.
(e) Invoices. Vendors' invoices for material, equipment rental and other expenditures shall be sub-
mitted with the request for payment. If the request for payment is not substantiated by invoices or
other documentation, the Agency may establish the cost of the item involved at the lowest price which
was current at the time of the report.
3-3.2.3 Markup.
(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and
shall constitute the markup for all overhead and profits:
1) Labor ................................... 10
2.) Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 0
3) Equipment Rental ................... 1 0
4) Other Items and Expenditures ... 10
To the sum of the costs and markups provided for in this section, 1 percent shall be added as com-
pensation for bonding.
(b) Work by Subcontractors. When all or any part of the extra work is performed by a Subcon-
tractor or sub-subcontractors, the markup established in Section 3-3.2.3(a) shall be applied to the
Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcon-
tracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the
subcontracted portion of the extra work may be added by the Contractor. Overhead and profit margins,
in the aggregate, shall not exceed 25% for all tiers of subcontractors and the general contractor.
3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the
Contractor shall submit a daily report to the Municipal Projects Manager on forms approved by the
Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved
for that day, and other services and expenditures when authorized. Payment for extra work will not be
made until such time that the Contractor submits completed daily reports and all supporting documents
to the Municipal Projects Manager. Failure to submit the daily report by the close of the next working
day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it
shall be signed by the Municipal Projects Manager and the Contractor. In the event of disagreement,
pertinent notes shall be entered by each party to explain points which cannot be resolved immediately.
Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be
submitted through the Contractor.
The report shall:
1. Show names of workers, classifications, and hours worked.
2. Describe and list quantities of materials used.
3. Show type of equipment, size, identification number, and hours of operation, including loading
and transportation, if applicable.
4. Describe other services and expenditures in such detail as the Agency may require.
('\ •+" Revised 3/6/15 Contract No. 4020 Page 64 of 116 Pages
3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Municipal Projects Man-
ager of the following Work site conditions (hereinafter called changed conditions), in writing, upon their
discovery and before they are disturbed:
1. Subsurface or latent physical conditions differing materially from those represented in the Con-
tract;
2. Unknown physical conditions of an unusual nature differing materially from those ordinarily
encountered and generally recognized as inherent in work of the character being performed;
and
3. Material differing from that represented in the Contract which the Contractor believes may be
hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required
to be removed to a Class I, Class II, or Class Ill disposal site in accordance with provisions of
existing law.
The Municipal Projects Manager will promptly investigate conditions which appear to be changed con-
ditions. If the Municipal Projects Manager determines that conditions are changed conditions and they
will materially affect performance time, the Contractor, upon submitting a written request, will be
granted an extension of time subject to the provisions of 6-6 ..
If the Municipal Projects Manager determines that the conditions do not justify an adjustment in com-
pensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its
obligation to notify the Municipal Projects Manager in writing if the Contractor disagrees.
The Contractor's failure to give notice of changed conditions promptly upon their discovery and before
they are disturbed shali constitute a waiver of all claims in connection therewith.
The Contractor shall not be entitled to the payment of any additional compensation for any act, or
failure to act, by the Municipal Projects Manager, including failure or refusal to issue a change order,
or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have
first given the Municipal Projects Manager due written notice of potential claim as hereinafter specified.
Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-
7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors
of computation as to contract quantities. The written notice of potential claim for changed conditions
shall be submitted by the Contractor to the Municipal Projects Manager upon their discovery and prior
to the time that the Contractor performs the work giving rise to the potential claim. The Contractor's
failure to give written notice of potential claim for changed conditions to the agency upon their discov-
ery and before they are disturbed shall constitute a waiver of all claims in connection therewith.
The Contractor shall provide the City with a written document containing a description of the particular
circumstances giving rise to the potential claim, the reasons for which the Contractor believes addi-
tional compensation may be due and nature of any and all costs involved within 20 working days of
the date of service of the written notice of potential claim for changed conditions. Verbal notifications
are disallowed.
f.'\ •+' Revised 3/6/15 Contract No. 4020 Page 65 of 116 Pages
The potential claim shall include the following certification relative to the California False Claims Act,
Government Code Sections 12650-12655.
"The undersigned certifies that the above statements are made in full cognizance of the California
False Claims Act, Government Code Sections 12650-12655. The undersigned further understands
and agrees that this potential claim, unless resolved, must be restated as a claim in response to the
City's proposed final estimate in order for it to be further considered."
By: ----------------------------Title: -----------------------
Date: ____________________________ _
Company Name: _________________________________ __
-('\ •+' Revised 3/6/15 Contract No. 4020 Page 66 of 116 Pages
The Contractor's estimate of costs may be updated when actual costs are known. The Contractor shall
submit substantiation of its actual costs to the Municipal Projects Manager within 20 working days
after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim
subsequently filed on the basis of said notice of potential claim.
It is the intention of this section that differences between the parties arising under and by virtue of the
contract be brought to the attention of the Municipal Projects Manager at the earliest possible time in
order that such matters be settled, if possible, or other appropriate action promptly taken.
3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potential claim prior
to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in
connection therewith. if the contractor and the agency are unable to reach agreement on disputed
work, the Agency may direct the contractor to proceed with the work.
Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified here-
inafter, the contractor shall attempt to resolve all disputes informally through the following dispute
resolution chain of command:
1. Construction Manager
2. Civic Projects Manager
3. Municipal Property Manager
4. Public Works Director
5. City Manager
The Contractor shall submit a complete report within 20 working days after completion of the disputed
work stating its position on the claim, the contractual basis for the claim, along with all documentation
supporting the costs and ali other evidentiary materials. At each level of claim or appeal of claim the
City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor's
report and respond with a position, request additional information or request that the Contractor meet
and present its report. When additional information or a meeting is requested the City will provide its
position within 1 0 working days of receipt of said additional information or Contractor's presentation
of its report. The Contractor may appeal each level's position up to the City Manager after which the
Contractor may proceed under the provisions of the Public Contract Code.
The authority within the dispute resolution chain of command is limited to recommending a resolution
to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions
in the contract.
All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures
in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104)
which is set forth below:
,,
+' Revised 3/6/15 Contract No. 4020 Page 67 of 116 Pages
ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS
20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand
dollars ($375,000) or less which arise between a contractor and a local agency.
(2) This article shall not apply to any claims resulting from a contract between a contractor and a public
agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commenc-
ing with Section 1 0240) of Chapter 1 of Part 2.
(b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except
that "public work" does not include any work or improvement contracted for by the state or the Regents
of the University of California.
(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract
for a public work and payment of which is not otherwise expressly provided for or the claimant is not
otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications
for any work which may give rise to a claim under this article.
(d) This article applies only to contracts entered into on or after January 1, 1991.
20104.2. For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims
must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend
the time limit or supersede notice requirements otherwise provided by contract for the filing of claims.
(b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing
to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of
receipt of the claim, any additional documentation supporting the claim or relating to defenses to the
claim the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted to the
claimant within 15 days after receipt of the further documentation or within a period of time no greater
than that taken by the claimant in producing the additional information, whichever is greater.
(c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred
seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims
within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim,
any additional documentation supporting the claim or relating to defenses to the claim the local agency
may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted to the
claimant within 30 days after receipt of the further documentation, or within a period of time no greater
than that taken by the claimant in producing the additional information or requested documentation,
whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond
within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days
of receipt of the local agency's response or within 15 days of the local agency's failure to respond
within the time prescribed, respectively, and demand an informal conference to meet and confer for
settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer
conference within 30 days for settlement of the dispute.
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claim-
ant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (com-
mencing with Section 91 0) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes
of those provisions, the running of the period of time within which a claim must be filed shall be tolled
from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time
that claim is denied as a result of the meet and confer process, including any period of time utilized by
-~ ~., Revised 3/6/15 Contract No. 4020 Page 68 of 116 Pages
the meet and confer process.
(f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed
to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with
Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the
Government Code.
201 04.4. The following procedures are established for all civil actions filed to resolve claims subject
to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court
shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties.
The mediation process shall provide for the selection within 15 days by both parties of a disinterested
third person as mediator, shall be commenced within 30 days ofthe submittal, and shall be concluded
within 15 days from the commencement of the mediation unless a time requirement is extended upon
a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator
within the 15-day period, any party may petition the court to appoint the mediator.
(b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to
Chapter 2.5 (commencing with Section 1141.1 0) of Title 3 of Part 3 of the Code of Civil Procedure,
notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing
with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any
proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for
purposes of this article shall be experienced in construction law, and, upon stipulation of the parties,
mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed
their customary rate, and such fees and expenses shall be paid equally by the parties, except in the
case of arbitration where the arbitrator, for good cause, determines a different division. In no event
shall these fees or expenses be paid by state or county funds.
(3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil
Procedure, any party who after receiving an arbitration award requests a trial de novo but does not
obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter,
pay the attorney's fees of the other party arising out of the trial de novo.
(c) The court may, upon request by any party, order any witnesses to participate in the mediation or
arbitration process.
20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed
except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any
arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court
of law.
Although not to be construed as proceeding under extra work provisions, the Contractor shall keep
and furnish records of disputed work in accordance with Section 3-3.
·~ "'., Revised 3/6/15 Contract No. 4020 Page 69 of 116 Pages
SECTION 4 -CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP.
4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be
new, high grade, and free from defects. Quality of work shall be in accordance with the generally
accepted standards. Material and work quality shall be subject to the Municipal Projects Manager's
approval.
Materials and work quality not conforming to the requirements of the Specifications shall be consid-
ered defective and will be subject to rejection. Defective work or material, whether in place or not, shall
be removed immediately from the site by the Contractor, at its expense, when so directed by the
Municipal Projects Manager.
If the Contractor fails to replace any defective or damaged work or material after reasonable notice,
the Municipal Projects Manager may cause such work or materials to be replaced. The replacement
expense will be deducted from the amount to be paid to the Contractor.
Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifica-
tions.
4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facili-
ties and employ such measures as will preserve the specified quality and fitness of materials to be
used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall
also adequately protect new and existing work and all items of equipment for the duration of the Con-
tract.
The Contractor shall not, without the Agency's consent, assign, sell, mortgage, hypothecate, or re-
move equipment or materials which have been installed or delivered and which may be necessary for
the completion of the Contract.
4-1.3 Inspection Requirements.
4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical ma-
terials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication,
metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or
plant operations.
Steel pipe in sizes less than 18 inches and vitrified clay and cast iron pipe in all sizes are acceptable
upon certification as to compliance with the Specifications, subject to sampling and testing by the
Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures,
etc., are subject to inspection at the job site only. Special items of equipment such as designed elec-
trical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source,
normally only for performance testing. The Specifications may require inspection at the source for
other items not typical of those listed in this section.
The Contractor shall provide the Municipal Projects Manager free and safe access to any and all parts
of work at any time. Such free and safe access shall include means of safe access and egress, ven-
tilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained
in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Divi-
sion of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations
as may apply. Contractor shall furnish Municipal Projects Manager with such information as may be
-~ ~., Revised 3/6/15 Contract No. 4020 Page 70 of 116 Pages
necessary to keep the Municipal Projects Manager fully informed regarding progress and manner of
work and character of materials. Inspection or testing of the whole or any portion of the work or
materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract
4-1.3.2 Inspection of Materials Not Locally Produced .. When the Contractor intends to purchase
materials, fabricated products, or equipment from sources located more than 50 miles outside the
geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Mu-
nicipal Projects Manager), shall be engaged by the Contractor at its expense, to inspect the materials,
equipment or process. This approval shall be obtained before producing any material or equipment.
The inspector or representative of the testing laboratory shall judge the materials by the requirements
of the Plans and Specifications. The Contractor shall forward reports required by the Municipal Pro-
jects Manager. No material or equipment shall be shipped nor shall any processing, fabrication or
treatment of such materials be done without proper inspection by the approved agent. Approval by
said agent shall not relieve the Contractor of responsibility for complying with the Contract require-
ments.
4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory ser-
vices within 50 miles of the geographical limits of the Agency. For private contracts, all costs of in-
spection at the source, including salaries and mileage costs, shall be paid by the permittee.
4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of
materials, as the Municipal Projects Manager may require, at no cost to the Agency. The Contractor,
at its expense, shall deliver the materials for testing to the place and at the time designated by the
Municipal Projects Manager. Unless otherwise provided, all initial testing will be performed under the
direction of the Municipal Projects Manager, and at no expense to the Contractor. If the Contractor is
to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing
expense shall be borne by the permittee.
The Contractor shall notify the Municipal Projects Manager in writing, at least 15 days in advance, of
its intention to use materials for which tests are specified, to allow sufficient time to perform the tests.
The notice shall name the proposed supplier and source of material.
If the notice of intent to use is sent before the materials are available for testing or inspection, or is
sent so far in advance that the materials on hand at the time will not last but will be replaced by a new
lot prior to use on the Work, it will be the Contractor's responsibility to renotify the Municipal Projects
Manager when samples which are representative may be obtained.
Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced
materials and/or on-site workmanship where the results of such tests meet or exceed the requirements
indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions.
The cost of all other tests shall be borne by the Contractor.
At the option of the Municipal Projects Manager, the source of supply of each of the materials shall be
approved by the Municipal Projects Manager before the delivery is started. All materials proposed for
use may be inspected or tested at any time during their preparation and use. If, after incorporating
such materials into the Work, it is found that sources of supply that have been approved do not furnish
a uniform product, or if the product from any source proves unacceptable at any time, the Contractor
shall furnish approved material from other approved sources. If any product proves unacceptable after
improper storage, handling or for any other reason it shall be rejected, not incorporated into the work
and shall be removed from the project site all at the Contractor's expense.
--~ ~., Revised 3/6/15 Contract No. 4020 Page 71 of 116 Pages
Compaction tests may be made by the Municipal Projects Manager and all costs for tests that meet
or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be
made at any place along the work as deemed necessary by the Municipal Projects Manager. The
costs of any retests made necessary by noncompliance with the specifications shall be borne by the
Contractor.
4-1.5 Certification. The Municipal Projects Manager may waive materials testing requirements of
the Specifications and accept the manufacturer's written certification that the materials to be supplied
meet those requirements. Material test data may be required as part of the certification.
4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer
an equivalent. The Municipal Projects Manager shall determine whether the material offered is equiv-
alent to that specified. Adequate time shall be allowed for the Municipal Projects Manager to make
this determination.
Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand
name, or by name of manufacturer, such wording is used for the purpose of facilitating its description
and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be
comprehensive, or in order of preference. The Contractor may offer any material, process, or equip-
ment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as
provided in the contract documents.
The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those
specified. The Contractor shall have the material tested as required by the Municipal Projects Manager
to determine that the quality, strength, physical, chemical, or other characteristics, including durability,
finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended func-
tion.
Test methods shall be subject to the approval of the Municipal Projects Manager. Test results shall be
reported promptly to the Municipal Projects Manager, who will evaluate the results and determine if
the substitute item is equivalent. The Municipal Projects Manager's findings shall be final. Installation
and use of a substitute item shall not be made until approved by the Municipal Projects Manager.
If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor
shall furnish and install the specified material.
The specified Contract completion time shall not be affected by any circumstance developing from the
provisions of this section.
The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opin-
ion of the Municipal Projects Manager, the substitution is determined to be unsatisfactory in perfor-
mance, appearance, durability, compatibility with associated items, availability of repair parts and suit-
ability of application the Contractor shall remove the substituted item and replace it with the originally
specified item at no cost to the Agency.
4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportion-
ing materials shall be inspected for accuracy and certified within the past 12 months by the State of
California Bureau of Weights and Measures, by the County Director or Sealer of Weights and
Measures, or by a scale mechanic registered with or licensed by the County.
The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards
of the California Business and Professions Code and the California Code of Regulations pertaining to ,,
t1 Revised 3/6/15 Contract No. 4020 Page 72 of 116 Pages
weighing devices. A certificate of compliance shall be presented, prior to operation, to the Municipal
Projects Manager for approval and shall be renewed whenever required by the Municipal Projects
Manager at no cost to the Agency.
All scaies shall be arranged so they may be read easily from the operator's platform or area. They
shall indicate the true net weight without the application of any factor. The figures of the scales shall
be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down.
Weighing equipment shall be so insulated against vibration or moving of other operating equipment in
the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any
setting nor 1.5 percent for any batch.
4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure
gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measur-
ing devices shall be calibrated by a testing agency acceptable to the Municipal Projects Manager at
intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment.
Calibration certificates shall be provided when requested by the Municipal Projects Manager.
4~1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and
Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified As-
phalts). In the interest of safety and public value, whenever credible evidence arises to contradict the
test values of materials, the Agency and the Contractor will initiate an immediate and cooperative
investigation. Test values of materials are results of the materials' tests, as defined by these Specifi-
cations or by the special provisions, required to accept the Work. Credible evidence is process obser-
vations or test values gathered using industry accepted practices. A contradiction exists whenever
test values or process observations of the same or similar materials are diverse enough such that the
work acceptance or performance becomes suspect. The investigation shall allow access to all test
results, procedures, and facilities relevant to the disputed work and consider all available information
and, when necessary, gather new and additional information in an attempt to determine the validity,
the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches
any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall
be considered resolved and the cooperative investigation concluded. Whenever the cooperative in-
vestigation is unable to reach resolution, the investigation may then either conclude without resolution
or continue by written notification of one party to the other requesting the implementation of a resolu-
tion process by committee. The continuance of the investigation shall be contingent upon recipient's
agreement and acknowledged in writing within 3 calendar days after receiving a request. Without
acknowledgement, the investigation shall conclude without resolution. The committee shall consist of
three State of California Registered Civil Municipal Projects Managers. Within 7 calendar days after
the written request notification, the Agency and the Contractor will each select one Municipal Projects
Manager. Within 14 calendar days of the written request notification, the two selected Municipal Pro-
jects Managers will select a third Municipal Projects Manager. The goal in selection of the third mem-
ber is to complement the professional experience of the first two Municipal Projects Managers. Should
the two Municipal Projects Managers fail to select the third Municipal Projects Manager, the Agency
and the Contractor shall each propose 2 Municipal Projects Managers to be the third member within
21 calendar days after the written request notification. The first two Municipal Projects Managers pre-
viously selected shall then select one of the four proposed Municipal Projects Managers in a blind
draw. The committee shall be a continuance of the cooperative investigation and will re-consider all
available information and if necessary gather new and additional information to determine the validity,
the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the per-
formance adequacy of the material(s) using standard Municipal Projects Managering principles and
practices and to ensure public value, the committee may provide Municipal Projects Managering rec-
ommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days .-.
{.., Revised 3/6/15 Contract No. 4020 Page 73 of 116 Pages
from its formation to complete their review and submit their findings. The final resolution of the com-
mittee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be
unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started,
the resolution process by committee shall continue to full conclusion unless:
1 . Within 7 days of the formation of the committee, the Agency and the Contractor reach an ac-
ceptable resolution mechanism; or
2. Within 14 days of the formation of the committee, the initiating party withdraws its written noti-
fication and agrees to bear all investigative related costs thus far incurred; or
3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise
agreed, the Contractor shall bear and maintain a record for all the investigative costs until
resolution. Should the investigation discover assignable causes for the contradiction, the as-
signable party, the Agency or the Contractor, shall bear all costs associated with the investi-
gation. Should assignable causes for the contradiction extended to both parties, the investiga-
tion will assign costs cooperatively with each party or when necessary, equally. Should the
investigation substantiate a contradiction without assignable cause, the investigation will as-
sign costs cooperatively with each party or when necessary, equally. Should the investigation
be unable to substantiate a contradiction, the initiator of the investigation shall bear all investi-
gative costs. All claim notification requirements of the contract pertaining to the contradiction
shall be suspended until the investigation is concluded.
4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE.
The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quan-
tity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and
dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site
of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills
of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project
name and number, address of delivery and name of consignor and a description of the material(s)
shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any
location within the Agency's boundaries the Contractor shall provide the Municipal Projects Manager
a copy of lease agreements for each property where such materials are stored. The lease agreement
shall clearly state the term of the lease, the description of materials allowed to be stored and shall
provide for the removal of the materials and restoration of the storage site within the time allowed for
the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials
stored and to preparation of the storage site and the location of the site on which the materials are
stored. Loss, damage or deterioration of all stored materials shall be the Contractor's responsibility.
Conformance to the requirements of this section, both within and outside the limits of work are a part
of the Work. The Municipal Projects Manager shall have the right to verify the suitability of materials
and their proper storage at any time during the Work.
·~ ~.,Revised 3/6/15 Contract No. 4020 Page 74 of 116 Pages
SECTION 5-UTILITIES
5-1 LOCATION. The Agency and affected utility companies have, by a search of known records,
endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work.
However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on
the Plans is not guaranteed.
Where underground main distribution conduits such as water, gas, sewer, electric power, telephone,
or cable television are shown on the Plans, the Contractor shall assume that every property parcel will
be served by a service connection for each type of utility.
As provided in Section 4216 of the California Government Code, at least 2 working days prior to com-
mencing any excavation, the Contractor shall contact the regional notification center (Underground
Service Alert of Southern California) and obtain an inquiry identification number.
The California Department of Transportation is not required by Section 4216 to become a member of
the regional notification center. The Contractor shall contact it for location of its subsurface installa-
tions.
The Contractor shall determine the location and depth of all utilities, including service connections,
which have been marked by the respective owners and which may affect or be affected by its opera-
tions. If no pay item is provided in the Contract for this work, full compensation for such work shall be
considered as included in the prices bid for other items of work.
5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of
any utility without authority from the owner or order from the P·,gency. All valves, switches, vaults, and
meters shall be maintained readily accessible for emergency shutoff.
Where protection is required to ensure support of utilities located as shown on the Plans or in accord-
ance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the neces-
sary protection at its expense.
Upon learning of the existence and location of any utility omitted from or shown incorrectly on the
Plans, the Contractor shall immediately notify the Municipal Projects Manager in writing. When au-
thorized by the Municipal Projects Manager, support or protection of the utility will be paid for as pro-
vided in Section 3-2.2.3 or 3-3.
The Contractor shall immediately notify the Municipal Projects Manager and the utility owner if any
utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any
utility damaged if located as noted in Section 5-1.
When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall
at its expense:
1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material;
or
2. Provide a sleeve or other opening which will result in a 2 inch minimum-clear annular space
between the concrete and the utility; or
3. Provide other acceptable means to prevent embedment in or bonding to the concrete.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 75 of 116 Pages
Where concrete is used for backfill or for structures which would result in embedment, or partial em-
bedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection
system is exposed or damaged by the Contractor's operations, the Contractor shall notify the Munici-
pal Projects Manager and arrange to secure the advice of the affected utility owner regarding the
procedures requ.ired to maintain or restore the integrity of the system.
5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove ali interfering portions of
utilities shown on the Plans or indicated in the Bid documents as "abandoned" or "to be abandoned in
place". Before starting removal operations, the Contractor shall ascertain from the Agency whether
the abandonment is complete, and the costs involved in the removal and disposal shall be included in
the Bid for the items of work necessitating such removals.
5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by
the Work will complete their necessary installations, relocations, repairs, or replacements before com-
mencement of work by the Contractor. When the Plans or Specifications indicate that a utility installa-
tion is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with
the owners and work will be done at no cost to the Contractor, except for manhole frame and cover
sets to be brought to grade as provided in the Standard Specifications for Public Works Construction,
Section 301-1.6, 2009 Edition. Utilities which are relocated in order to avoid interference shall be pro-
tected in their position and the cost of such protection shall be included in the Bid for the items of work
necessitating such relocation.
After award of the Contract, portions of utilities which are found to interfere with the Work will be
relocated, altered or reconstructed by the owners, or the Municipal Projects Manager may order
changes in the Work to avoid interference. Such changes will be paid for in accordance with Section
3-2.
When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility,
all costs for such work shall be included in the Bid for the items of work necessitating such work.
Temporary or permanent relocation or alteration of utilities requested by the Contractor for its conven-
ience shall be its responsibility and it shall make all arrangements and bear all costs.
The utility owner will relocate service connections as necessary within the limits of the Work or within
temporary construction or slope easements. When directed by the Municipal Projects Manager, the
Contractor shall arrange for the relocation of service connections as necessary between the meter
and property line, or between a meter and the limits of temporary construction or slope easements.
The relocation of such service connections will be paid for in accordance with provisions of Section 3-
3. Payment will include the restoration of all existing improvements which may be affected thereby.
The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service
connections. The Agency will not be involved in any such agreement.
In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and
companies. Prior to the installation of any and all utility structures within the limits of work by any utility
agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a
part of the work and adjacent to the location where such utility structures are shown on the plans and
are noted as being located, relocated or are otherwise shown as installed by others. In order to mini-
mize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere
with the construction, the Contractor, upon the Municipal Projects Manager's approval, may be per-
mitted to temporarily omit the portion of work affected by the utility. If such temporary omission is
approved by the Municipal Projects Manager the Contractor shall place survey or other physical con-
trol markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or ... {.+J Revised 3/6/15 Contract No. 4020 Page 76 of 116 Pages
company. Such temporary omission shall be for the Contractor's convenience and no additional com-
pensation will be allowed therefore or for additional work, materials or delay associated with the tem-
porary omission. The portion thus omitted shall be constructed by the Contractor immediately follow-
ing the relocation of the utility involved unless otherwise directed by the Municipal Projects Manager.
5-5 DELAYS. The Contractor shall notify the Municipal Projects Manager of its construction sched-
ule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be in-
cluded as a part of the construction schedule required in Section 6-1. The Contractor shall notify the
Municipal Projects Manager in writing of any subsequent changes in the construction schedule which
will affect the time available for protection, removal, or relocation of utilities.
The Contractor will not be entitled to damages or additional payment for delays attributable to utility
relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1.
The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably
protracted interference by utilities in performing work correctly shown on the Plans.
The Agency will assume responsibility for the timely removal, relocation, or protection of existing main
or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the
Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused
by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities.
If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations
not covered by Section 5-1, which could not have been avoided by the judicious handling of forces,
equipment, or plant, there shall be paid to the Contractor such amount as the Municipal Projects Man-
ager may find to be fair and reasonable compensation for such part of the Contractor's actual loss as
was unavoidabie and the Contractor may be granted an extension of time.
5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit
access to the Work site and provide time for utility work to be accomplished during the progress of the
Work.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 77 of 116 Pages
SECTION 6 -PROSECUTION, PROGRESS,
AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise
provided herein and unless otherwise prohibited by permits from other agencies as may be required
by law the Contractor shall begin work within 10 calendar days after receipt of the "Notice to Proceed".
6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Municipal Pro-
jects Manager will set the time and location for the Preconstruction Meeting. Attendance of the Con-
tractor's management personnel responsible for the management, administration, and execution of
the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Con-
tractor's responsible project personnel attend the Preconstruction Meeting will be grounds for default
by Contractor per Section 6-4. No separate payment will be made for the Contractor's attendance at
the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction
meeting.
6-1.1.1 Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline Con-
struction Schedule per the submittal requirements of Section 2-5.3. The submittal of the Baseline
Construction Schedule shall include each item and element of Sections 6-1.2 through 6-1.2.9 and
shall be on hard (paper) copy and electronic media conforming to Section 6-1.3.3 Electronic Media.
6-1.2 Preparation and Review of the Baseline Construction Schedule. The Contractor shall pre-
pare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence
diagram method (activity-on-node) format. The Baseline Construction Schedule shall depict a work-
able plan showing the sequence, duration, and interdependence of all activities required to represent
the complete performance of all project work as well as periods where work is precluded. The Baseline
Construction Schedule shall begin with the projected date of issuance of the notice to proceed and
conclude with the date of final completion per the contract duration. The Baseline Construction Sched-
ule shall include detail of all project phasing, staging, and sequencing, including all milestones neces-
sary to define beginning and ending of each phase or stage.
6-1.2.1 Time-Scaled Network Diagram. As a part of the Baseline Construction Schedule the Con-
tractor shall prepare and submit to the Municipal Projects Manager a complete time-scaled network
diagram showing all of the activities, logic relationships, and milestones comprising the schedule.
6-1.2.2 Tabular Listing. As a part of the Baseline Construction Schedule the Contractor shall prepare
and submit to the Municipal Projects Manager a tabular listing of all of the activities, showing for each
activity the identification number, the description, the duration, the early start, the early finish, the late
start, the late finish, the total float, and all predecessor and successor activities for the activity de-
scribed.
6-1.2.3 Bar Chart. As a part of the Baseline Construction Schedule the Contractor shall prepare and
submit to the Municipal Projects Manager a chart showing individual tasks and their durations ar-
ranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use
differing texture patterns or distinctive line types to show the critical path.
6-1.2.4 Schedule Software. The Contractor shall use commercially available software equal to the
Windows 2000 compatible "Suretrak" program by Primavera or "Project" program by Microsoft Corpo-
ration to prepare the Baseline Construction Schedule and all updates thereto . . , ~., Revised 3/6/15 Contract No. 4020 Page 78 of 116 Pages
6-1.2.5 Schedule Activities. Except for submittal activities, activity durations shall not be shorter
than 1 working day nor longer than 15 working days, unless specifically and individually allowed by
the Municipal Projects Manager. The Baseline Construction Schedule shall include between 100 and
500 activities, including submittals, interfaces between utility companies and other agencies, project
milestones and equipment and material deliveries. The number of activities will be sufficient, in the
judgment of the Municipal Projects Manager, to communicate the Contractor's plan for project execu-
tion, to accurately describe the project work, and to allow monitoring and evaluation of progress and
of time impacts. Each activity's description shall accurately define the work planned for the activity ·
and each activity shall have recognizable beginning and end points.
6-1.2.6 Float. Float or slack time within the schedule is available without charge or compensation to
whatever party or contingency first exhausts it.
6-1.2. 7 Restraints to Activities. Any submittals, utility interfaces, or any furnishing of Agency sup-
plied materials, equipment, or services, which may impact any activity's construction shall be shown
as a restraint to those activities. Time periods to accommodate the review and correction of submittals
shall be included in the schedule.
6-1.2.8 Late Completion. A Baseline Construction Schedule showing a project duration longer than
the specified contract duration will not be acceptable and will be grounds for determination of default
by Contractor, per Section 6-4.
6-1.2.9 Early Completion. The Baseline Construction Schedule will show the Contractor's plan to
support and maintain the project for the entire contractual time span of the project. Should the Con-
tractor propose a project duration shorter than contract duration, a complete Baseline Construction
Schedule must be submitted, reflecting the shorter duration, in complete accordance with all schedule
requirements of Section 6-1. The Municipal Projects Manager may choose to accept the Contractor's
proposal of a project duration shorter than the duration specified; provided the Agency is satisfied the
shortened Baseline Construction Schedule is reasonable and the Agency and all other entities, public
and private, which interface with the project are able to support the provisions of the shortened Base-
line Construction Schedule. The Agency's acceptance of a shortened duration project will be con-
firmed through the execution of a contract change order revising the project duration and implementing
all contractual requirements including liquidated damages in accordance with the revised duration.
6-1.2.10 Municipal Projects Manager's Review. The Construction Schedule is subject to the review
of the Municipal Projects Manager. The Municipal Projects Manager's determination that the Baseline
Construction Schedule proposed by the Contractor complies with the requirements of these supple-
mental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Municipal
Projects Manager. If the Municipal Projects Manager determines that the Construction Schedule does
not meet the requirements of these specifications the Contractor shall correct the Construction Sched-
ule to meet these specifications and resubmit it to the Municipal Projects Manager. Failure of the
Contractor to obtain the Municipal Projects Manager's determination that the initial Construction
Schedule proposed by the Contractor complies with the requirements of these supplemental provi-
sions within thirty (30) working days after the date of the preconstruction meeting shall be grounds for
termination of the contract per Section 6-4. Days used by the Municipal Projects Manager to review
the initial Construction Schedule will not be included in the 30 working days.
The Municipal Projects Manager will review and return to the Contractor, with any comments, the
Baseline Construction Schedule within 15 working days of submittal. The Baseline Construction
Schedule will be returned marked as per Sections 6-1.2.1 0.1 through 6-1.2.1 0.3 . . , ~+' Revised 3/6/15 Contract No. 4020 Page 79 of 116 Pages
6-1.2.10.1 "Accepted." The Contractor may proceed with the project work upon issuance of the
Notice to Proceed, and will receive payment for the schedule in accordance with Section 6-1.8.1.
6-1.2.10.2 "Accepted with Comments." The Contractor may proceed with the project work upon
issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the
comments prior to receipt of payment per Section 6-1.8.1.
6-1.2.1 0.3 "Not Accepted." The Contractor must resubmit the schedule incorporating the corrections
and changes of the comments prior to receipt of payment per Section 6-1.8.1. The Notice to Proceed
will not be issued by the Municipal Projects Manager if the changes of the comments are not submitted
as required hereinbefore and marked "Accepted" or "Accepted with Comments" by the Municipal Pro-
jects Manager. The Contractor, at the sole option of the Municipal Projects Manager, may be consid-
ered as having defaulted the contract under the provisions of Section 6-4 DEFAULT BY
CONTRACTOR if the changes of the comments are not submitted as required hereinbefore and
marked "Accepted" by the Municipal Projects Manager.
6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Munic-
ipal Projects Manager during the last week of each month to agree upon each activity's schedule
status and shall submit monthly updates of the Baseline Construction Schedule confirming the agree-
ments no later than the fifth working day of the following month. The monthly update will be submitted
on hard (paper) copy and electronic media conforming to Section 6-1.3.3 Electronic Media per the
submittal requirements of Section 2-5.3 and will include each item and element of Sections 6-1.2
through 6-1.2.9 and 6-1.3.1 through 6-1.3. 7.
6-1.3.1 Actual Activity Dates. The actual dates each activity was started and/or completed during
the month. After first reporting an actual date, the Contractor shall not change that actual date in later
updates without specific notification to the Municipal Projects Manager with the update.
6-1.3.2 Activity Percent Complete. For each activity underway at the end of the month, the Con-
tractor shall report the percentage determined by the Municipal Projects Manager as complete for the
activity. The Contractor will track the actual completion for each activity compared to the planned
completion, to calculate the "Planned Percent Complete" calculation, as defined by the Last Planner
System®.
6-1.3.3 Electronic Media. The schedule data disk shall be an electronic media file, labeled with the
project name and number, the Contractor's name and the date of preparation of the schedule data
disk. The schedule data disk shall be readable by the software specified in Section 6-1.2.4 "Schedule
Software" and shall be free of file locking, encryption or any other protocol that would impede full
access of all data stored on it.
6-1.3.4 List of Changes. A list of all changes made to the activities or to the interconnecting logic,
with an explanation for each change.
6-1.3.5 Change Orders. Each monthly update will include the addition of the network revisions re-
flecting the change orders approved in the previous month. The network revisions will be as agreed
upon during the review and acceptance of the Contractor's change orders.
6-1.3.6 Bar Chart. Each monthly update will include a chart showing individual tasks and their dura-
tions arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart
shall use differing texture patterns or distinctive line types to show the critical path.
!' ..,. Revised 3/6/15 Contract No. 4020 Page 80 of 116 Pages
6-1.4 Municipal Projects Manager's Review of Updated Construction Schedule. The Municipal
Projects Manager wm review and return the Updated Construction Schedule to the Contractor, with
any comments, within 5 working days of submittal. The Updated Construction Schedule will be re-
turned marked as per Sections 6-1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked
"Accepted with Comments" or "Not Accepted" by the Municipal Projects Manager will be returned to
the Contractor for correction. Upon resubmittal the Municipal Projects Manager will review and return
the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 work-
ing days. Failure of the Contractor to submit a monthly updated construction schedule will invoke the
same consequences as the Municipal Projects Manager returning a monthly updated construction
schedule marked "Not Accepted".
6-1.4.1 "Accepted." The Contractor may proceed with the project work, and will receive payment for
the schedule in accordance with Section 6-1.8.2.
6-1.4.2 "Accepted with Comments." The Contractor may proceed with the project work. The Con-
tractor must resubmit the Updated Construction Schedule to the Municipal Projects Manager incorpo-
rating the corrections and changes noted in the Municipal Projects Manager's comments prior to re-
ceipt of payment per Section 6-1.8.2.
6-1.4.3 "Not Accepted." The Contractor must resubmit the Updated Construction Schedule to the
Municipal Projects Manager incorporating the corrections and changes noted in the Municipal Projects
Manager's comments prior to receipt of payment per Section 6-1.8.2. The Contractor, at the sole
option of the Municipal Projects Manager, may be considered as having defaulted the contract under
the provisions of Section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments are not
submitted and marked "Accepted" by the Municipal Projects Manager before the last day of the month
in which the Updated Construction Schedule is due. If the Contractor fails to submit the corrected
Updated Construction Schedule as required herein the Contractor may elect to proceed with the pro-
ject at its own risk. Should the Contractor elect not to proceed with the project, any resulting delay,
impact, or disruption to the project will be the Contractor's responsibility.
6-1.5 Late Completion or Milestone Dates. Should the Schedule Update indicate a completion or
contractually required milestone date later than the properly adjusted contract or milestone duration,
the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent
"Accepted" Schedule Update remove all or a portion of the delay, all or the allocated portion of the
previously held Liquidated Damages shall be released in the monthly payment to the Contractor im-
mediately following the "Accepted" schedule.
6-1.6 Interim Revisions. Should the actual or projected progress of the work become substantially
different from that depicted in the Project Schedule, independently of and prior to the next monthly
update, the Contractor will submit a revised Baseline Construction Schedule, with a list and explana-
tion of each change made to the schedule. The Revised Construction Schedule will be submitted per
the submittal requirements of Section 2-5.3 and per the schedule review and acceptance requirements
of Section 6-1, including but not limited to the acceptance and payment provisions. As used in this
section "substantially different" means a time variance greater than 5 percent of the number of days
of duration for the project.
6-1.7 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when
one hundred percent of the construction work is completed. The Contractor's Final Schedule Update
must accurately represent the actual dates for all activities. The final schedule update shall be pre-
pared and reviewed per Sections 6-1.3 Preparation of Schedule Updates and Revisions and 6-1. 4
Municipal Projects Manager's Review of Updated Construction Schedule. Acceptance of the final
11"-~., Revised 3/6/15 Contract No. 4020 Page 81 of 116 Pages
schedule update is required for completion of the project and release of any and all funds retained per
Section 9-3.2.
6-2 PROSECUTION OF WORK.
To minimize public inconvenience and possible hazard and to restore street and other work areas to
their original condition and state of usefulness as soon as practicable, the Contractor shall diligently
prosecute the Work to completion. If the Municipal Projects Manager determines that the Contractor
is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Mu-
nicipal Projects Manager, immediately take steps to remedy the situation. All costs of prosecuting the
Work as described herein shall be included in the Contractor's Bid. Should the Contractor fail to take
the necessary steps to fully accomplish said purposes, after orders of the Municipal Projects Manager,
the Municipal Projects Manager may suspend the work in whole or part, until the Contractor takes said
steps.
As soon as possible under the provisions of the Specifications, the Contractor shall backfill all exca-
vations and restore to usefulness all improvements existing prior to the start of the Work.
If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Con-
tractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly
provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency
may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not
relieve the Contractor from liability.
6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and
materials, and performing all operations necessary to complete the Project Work as shown on the
Project Plans and as specified in the Specifications. .
6-2.3 Project Meetings. The Municipal Projects Manager will establish the time and location of weekly
Project Meetings. The Contractor's Representative shall attend each Project Meeting. The Project
Representative shall be the individual determined under Section 7-6, "The Contractor's Representa-
tive". No separate payment for attendance of the Contractor, the Contractor's Representative or any
other employee or subcontractor or subcontractor's employee at these meetings will be made.
6-3 SUSPENSION OF WORK.
6-3.1 General. The Work may be suspended in whole or in part when determined by the Municipal
Projects Manager that the suspension is necessary in the interest of the Agency. The Contractor shall
comply immediately with any written order of the Municipal Projects Manager. Such suspension shall
be without liability to the Contractor on the part of the Agency except as otherwise specified in Section
6-6.3.
6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of archaeo-
logical or paleontological interest, the Contractor shall immediately cease excavation in the area of
discovery and shall not continue until ordered by the Municipal Projects Manager. When resumed,
excavation operations within the area of discovery shall be as directed by the Municipal Projects Man-
ager.
Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone imple-
ments or other artifacts, animal bones, human bones, and fossils.
The Contractor shall be entitled to an extension of time and compensation in accordance with the
provisions of Section 6-6.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 82 of 116 Pages
6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equip-
ment, to commence the Work within the time specified, to maintain the rate of delivery of material, to
execute the Work in the manner and at such locations as specified, or fails to maintain the Work
schedule which will insure the Agency's interest, or, if the Contractor is not carrying out the intent of
the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful
Performance Bond demanding satisfactory compliance with the Contract.
The Contract may be canceled by the Board without liability for damage, when in the Board's opinion
the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted
any part of the Work without the Board's consent. In the event of such cancellation, the Contractor will
be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the
Work completed at the time of cancellation, less damages caused to the Agency by acts of the Con-
tractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims
for damages because of cancellation of Contract for any such reason. If the Agency declares the
Contract canceled for any of the above reasons, written notice to that effect shall be served upon the
Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to
the Contractor.
If the Surety assumes any part of the Work, it shall take the Contractor's place in all respects for that
part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If
the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall
be payable to the Surety as the Work progresses, subject to the terms of the Contract.
If the Surety does not assume control and perform the Work within 5 days after receiving notice of
cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises.
The Agency may then take possession of all material and equipment and complete the Work by
Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such
methods. In any event, the cost of completing the Work shall be charged against the Contractor and
its Surety and may be deducted from any money due or becoming due from the Agency. If the sums
due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency
within 5 days after the completion, all costs in excess of the sums due.
The provisions of this section shall be in addition to all other rights and remedies available to the
Agency under law.
6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion
or when conditions encountered during the Work make it impossible or impracticable to proceed, or
when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official
action of a public authority.
6-6 DELAYS AND EXTENSIONS OF TIME.
6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such
delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not
be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such
unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods,
adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or
equipment, required extra work, or other specific events as may be further described in the Specifica-
tions.
1.' •+' Revised 3/6/15 Contract No. 4020 Page 83 of 116 Pages
No extension of time will be granted for a delay caused by the Contractor's inability to obtain materials
unless the Contractor furnishes to the Municipal Projects Manager documentary proof. the proof must
be provided in a timely manner in accordance with the sequence of the Contractor's operations and
the approved construction schedule.
If delays beyond the Contractor's control are caused by events other than those mentioned above, the
Municipal Projects Manager may deem an extension of time to be in the best interests of the Agency.
The Contractor will not be entitled to damages or additional payment due to such delays, except as
provided in Section 6-6.3.
If delays beyond the Contractor's control are caused solely by action or inaction by the Agency, such
delays will entitle the Contractor to an extension of time as provided in Section 6-6.2 ..
6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays
to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it
can be shown that such delays did or will delay the progress of the Work.
6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages in-
curred due to delays for which the Agency is responsible. Such actual costs will be determined by the
Municipal Projects Manager. The Agency will not be liable for damages which the Contractor could
have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant.
The determination of what damages the Contractor could have avoided will be made by the Municipal
Projects Manager.
6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Municipal Pro-
jects Manager within two hours of the beginning of any period that the Contractor has placed any
workers or equipment on standby for any reason that the Contractor has determined to be caused by
the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor
shall provide continuing daily written notice to the Municipal Projects Manager, each working day,
throughout the duration of such period of delay. The initial and continuing written notices shall include
the classification of each workman and supervisor and the make and model of each piece of equip-
ment placed on standby, the cumulative duration of the standby, the Contractor's opinion of the cause
of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable
means. Should the Contractor fail to provide the notice(s) required by this section the Contractor
agrees that no delay has occurred and that it will not submit any claim(s) therefore.
6-7 TIME OF COMPLETION.
6-7.1 General. The Contractor shall complete the Work within the time set forth in the Accepted
Schedule. The Contractor shall complete each portion of the Work within such time as set forth in the
Accepted Schedule. The time of completion of the Contract shall be expressed in working days.
6-7.2 Working Day. A working day is any day within the period between the start of the Contract
time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the
Municipal Projects Manager for all work provided for in the Contract, whichever occurs first, other than:
1. Saturday,
2. Sunday,
3. any day designated as a holiday by the Agency,
4. any other day designated as a holiday in a Master Labor Agreement entered into by the Con-
tractor or on behalf of the Contractor as an eligible member of a contractor association,
-~ ~., Revised 3/6/15 Contract No. 4020 Page 84 of 116 Pages
5. any day the Contractor is prevented from working at the beginning of the workday for cause
as defined in Section 6-6.1 ,
6. any day the Contractor is prevented from working during the first 5 hours with at least 60 per-
cent of the normal work force for cause as defined in Section 6-6.1 .
Unless otherwise approved in writing by the Municipal Projects Manager, the hours of work shall be
between the hours of 7:00 a.m. and 4:00 p.m. on Mondays through Fridays, excluding Agency holi-
days. The Contractor shall obtain the written approval of the Municipal Projects Manager if the Con-
tractor desires to work outside said hours or at any time during weekends and/or holidays. This written
permission must be obtained at least 48 hours prior to such work The Municipal Projects Manager
may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such
work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall
pay the inspection costs of such work.
6-7.3 Contract Time Accounting. The Municipal Projects Manager will make a daily determination
of each working day to be charged against the Contract time. These determinations will be discussed
and the Contractor will be furnished a periodic statement showing allowable number of working days
of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate
the number of working days charged during the reporting period and the number of working days of
Contract time remaining. If the Contractor does not agree with the statement, it shall file a written
protest within 15 days after receipt, setting forth the facts of the protest Otherwise, the statement will
be deemed to have been accepted.
6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the Mu-
nicipal Projects Manager for acceptance upon receipt of the Contractor's written assertion that the
Work has been completed.
The Municipal Projects Manager will not accept the Work or any portion of the Work before all of the
Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and
the Municipal Projects Manager is satisfied that all the materials and workmanship, and all other fea-
tures of the Work, meet the requirements of all of the specifications for the Work. Use, temporary,
interim or permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If,
in the Municipal Projects Manager's judgment, the Work has been completed and is ready for ac-
ceptance the Municipal Projects Manager will so certify to the Board. Upon such certification by the
Municipal Projects Manager the Board may accept the completed Work. Upon the Board's acceptance
of the Work the Municipal Projects Manager will cause a "Notice of Completion" to be filed in the office
of the San Diego County Recorder. The date of recordation shall be the date of completion of the
Work.
All work shall be warranted for one (1) year after recordation of the "Notice of Completion" and any
faulty work or materials discovered during the warranty period shall be repaired or replaced by the
Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as
a warranty bond for the one year warranty period. The Contractor shall replace or repair any such
defective work in a manner satisfactory to the Municipal Projects Manager, after notice to do so from
the Municipal Projects Manager, and within the time specified in the notice. If the Contractor fails to
make such replacement or repairs within the time specified in the notice, the Agency may perform this
work and the Contractor's sureties shall be liable for the cost thereof.
6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time al-
lowed will result in damages being sustained by the Agency. For each consecutive calendar day in
excess of the time specified for completion of Work, as adjusted in accordance with Section 6-6, the
Contractor shall pay the Agency, or have withheld monies due it, the sum of Two Thousand Dollars
($2,000.00). Such sum is liquidated damages and shall not be construed as a penalty, and may be
deducted from payments due the Contractor if such delay occurs . . , ~ ... Revised 3/6/15 Contract No. 4020 Page 85 of 116 Pages
Execution of the Contract shall constitute agreement by the Agency and Contractor that $2,000.00 per
day is the minimum value of costs and actual damages caused by the Contractor to complete the
Work within the allotted time. Any progress payments made after the specified completion date shall
not constitute a waiver of this paragraph or of any damages.
6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take
over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in
writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility
for injury or damage to said completed portions of the improvement resulting from use by public traffic
or from the action of the elements or from any other cause, except Contractor operations or negli-
gence. The Contractor will not be required to reclean such portions of the improvement before field
acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be
construed as relieving the Contractor from full responsibility for correcting defective work or materials.
In the event the Agency exercises its right to place into service and utilize all or part of any completed
facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or
property resulting from the utilization of the facility or appurtenance so placed into service, except for
any such injury to persons or property caused by any willful or negligent act or omission by the Con-
tractor, Subcontractor, their officers, employees, or agents.
('\ ft1 Revised 3/6/15 Contract No. 4020 Page 86 of 116 Pages
SECTION 7-RESPONSIBILITIES OF THE CONTRACTOR
7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain
in good condition all equipment and facilities as required for the proper execution and inspection of
the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws ..
7-2 LABOR.
7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who
is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who
fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work
by the Contractor and not be reemployed on the Work.
7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applica-
ble provisions of the Labor Code and Federal, State, and local laws related to labor.
The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages;
the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimina-
tion because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency
the penalties prescribed in the Labor Code for violations.
In accordance with the labor Code, the Board has on file and will publish a schedule of prevailing
wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than
these rates.
Each worker shall be paid subsistence and travel as required by the collective bargaining agreement
on file with the State of California Department of Industrial Relations.
The Contractor's attention is directed to Section 1776 of the Labor Code which imposes responsibility
upon the Contractor for the maintenance, certification, and availability for inspection of such records
for all persons employed by the Contractor or Subcontractor in connection with the project. The Con-
tractor shall agree through the Contract to comply with this Section and the remaining provisions of
the labor Code.
7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public
Works Contract.
The cost of this insurance shall be included in the Contractor's Bid.
7-4 WORKERS' COMPENSATION INSURANCE. Before execution of the Contract by the Board,
the Contractor shall file with the Municipal Projects Manager the following signed certification:
"I am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for workers' compensation or to undertake
self-insurance in accordance with the provisions of that code, and I will comply with
such provisions before commencing the performance of the work of this contract."
The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and
maintaining in full force and effect for the duration of the contract, complete Workers' Compensation
Insurance, and shall furnish a Certificate of Insurance to the Municipal Projects Manager before exe-
cution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims
in law or equity occasioned by failure of the Contractor to comply with this paragraph . . , ~+J Revised 3/6/15 Contract No. 4020 Page 87 of 116 Pages
All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby
it is provided that, in the event of expiration or proposed cancellation of such policies for any reason
whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or
cancellation is effective.
All insurance is to be placed with insurers that are admitted and authorized to conduct business in the
state of California and are listed in the official publication of the Department of Insurance of the State
of California. Policies issued by the State Compensation Fund meet the requirement for workers' com-
pensation insurance.
7-5 PERMITS. Except as specified herein the Agency will obtain, at no cost to the Contractor all
City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work
for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work
until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits
for the disposal of all materials removed from the project. The cost of said permit(s) shall be included
in the price bid for the appropriate bid item and no additional compensation will be allowed therefore.
The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations
such as, but not limited to, those permits required for night work, overload, blasting, and demolition.,
The Contractor shall obtain all permits incidental to the Work or made necessary by its operations,
and pay all costs incurred by the permit requirements.
The Contractor shall pay all business taxes or license fees that are required for the work.
7-5.1 Resource Agency Permits. There are no Resource Agency permits for this Project.
7-6 THE CONTRACTOR'S REPRESENTATIVE. Before starting work, the Contractor shall desig-
nate in writing a representative who shall have complete authority to act for it An alternative repre-
sentative may be designated as well. The representative or alternate shall be present at the Work site
whenever work is in progress or whenever actions of the elements necessitate its presence to take
measures necessary to protect the Work, persons, or property. Any order or communication given to
this representative shall be deemed delivered to the Contractor. A joint venture shall designate only
one representative and alternate. In the absence of the Contractor or its representative, instructions
or directions may be given by the Municipal Projects Manager to the superintendent or person in
charge of the specific work to which the order applies. Such order shall be complied with promptly and
referred to the Contractor or its representative.
In order to communicate with the Agency, the Contractor's representative, superintendent, or person
in charge of specific work shall be able to speak, read, and write the English language.
7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascer-
taining the nature and extent of any simultaneous, collateral, and essential work by others. The
Agency, its workers and contractors and others, shall have the right to operate within or adjacent to
the Work site during the performance of such work.
The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their
operations and cooperate to minimize interference.
The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others.
The Contractor will not be entitled to additional compensation from the Agency for damages resulting
from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage
or delay, the Contractor shall redeploy its work force to other parts of the Work.
~~ ~., Revised 3/6/15 Contract No. 4020 Page 88 of 116 Pages
Should the Contractor be delayed by the Agency, and such delay could not have been reasonably
foreseen or prevented by the Contractor, the Municipal Projects Manager will determine the extent of
the delay, the effect on the project, and any extension of time.
7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies dur-
ing the relocation or construction of their lines. The Contractor may be granted a time extension if, in
the opinion of the Municipal Projects Manager, a delay is caused by the utility company. No additional
compensation will be made to the Contractor for any such delay.
7-8 PROJECT SITE MAINTENANCE.
7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of
work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish
and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with
water, or other means as necessary. The use of water resulting in mud on public streets will not be
permitted as a substitute for sweeping or other methods.
When required by the Plans or Specifications, the Contractor shall furnish and operate a self-loading
motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved
areas acceptably clean wherever construction, including restoration, is incomplete.
Materials and equipment shall be removed from the site as soon as they are no longer necessary.
Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so
as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the
Contractor's Bid.
Care shall be taken to prevent spiiiage on haul routes. Any such spillage shall be removed immediately
and the area cleaned.
Excess excavation material from catch basins or similar structures shall be removed from the site
immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms
and form lumber shall be removed from the site as soon as practicable after stripping.
Failure of the Contractor to comply with the Municipal Projects Manager's cleanup orders may result
in an order to suspend work until the condition is corrected. No additional compensation will be allowed
as a result of such suspension.
Cleanup and dust control required herein shall also be executed on weekends and other non-working
days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct
effective cleanup and dust control throughout the duration of the Contract. The Municipal Projects
Manager may require increased levels of cleanup and dust control that, in his/her sole discretion, are
necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be
considered incidental to the items of work that they are associated with and no additional payment will
be made therefore.
7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air con-
taminants into the atmosphere in such quantity as will violate the regulations of any legally constituted
authority.
7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract
shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged
and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by .,
\.~ Revised 3/6/15 Contract No. 4020 Page 89 of 116 Pages
a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall
be liable for injury to persons or property and responsible for the elimination of offensive odors result-
ing from extermination operations.
7-8.4 Sanitation .. The Contractor shall provide and maintain enclosed toillets for the use of employ-
ees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condi-
tion. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public
health and sanitation of dwellings and camps.
Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage
shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not
be permitted to flow in trenches or be covered by backfill.
7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, andre-
move all temporary light, power, and water at its own expense. These include piping, wiring, lamps,
and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant
(except to extinguish a fire), without obtaining permission from the water agency concerned. The
Contractor shall obtain a construction meter for water used for the construction, plant establishment,
maintenance, cleanup, testing and all other work requiring water related to this contract. The Con-
tractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs
of temporary light, power and water including hookup, service, meter and any, and all, other charges,
deposits and/or fees therefore. Said costs shall be considered incidental to the items of work that they
are associated with and no additional payment will be made therefore.
7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to pro-
tect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule opera-
tions so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water
pollution control work shall consist of constructing those facilities which may be required to provide
prevention, control, and abatement of water pollution.
The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Or-
der Number 99-08-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit
Number CAS000002, Waste Discharge Requirements (WDR's) for Discharges of Stormwater Runoff
associated with Construction Activity (General Permit) and subsequent adopted modifications and
with all requirements of the Storm Water Pollution Prevention and Monitoring Plans for this project in
accordance with these regulations.
The Contractor shall prepare a Storm Water Pollution Prevention Plan (SWPPP) in accordance with
Technical Specification Section 02372. The Contractor shall be responsible for the preparation and
implementation of the SWPPP and coordination with the City and the Regional Water Quality Control
Board, San Diego Region. All costs for preparing and implementing the Storm Water Pollution Pre-
vention and Monitoring Plans for this project and coordination with the City and the Regional Water
Quality Control Board, San Diego Region, shall be included as part of the contract price bid.
The lump sum amount shall include all work required to conform to the SWPPP for the project and
inclusion of any BMP's required by the SWPPP.
The City prepared and filed a Notice of Intent (NOI) with the State Water Resources Control Board.
The Contractor will provide the City all information necessary for the NOI within ten (1 0) calen-
dar days of Contract award.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 90 of 116 Pages
7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas.
Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete,
or other acceptable material will be permitted when necessary. Such dams shall be removed from the
site as soon as their use is no longer necessary.
7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with
mufflers in good repair when in use on the project with special attention to the City Noise Control
Ordinance, Carlsbad Municipal Code Chapter 8.48.
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall
be responsible for the protection of public and private property adjacent to the Work and shall exercise
due caution to avoid damage to such property.
The Contractor shall repair or replace all existing improvements within the right-of-way which are not
designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations,
pavement, structures, etc.) which are damaged or removed as a result of its operations. When a por-
tion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped.
Repairs and replacements shall be at least equal to existing improvements and shall match them in
finish and dimension.
Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated
shall be done in conformance with 307-1.5.
Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If
damaged or removed due to Contractor's operations, they shall be restored or replaced in as nearly
the original condition and location as is reasonably possible. Lawns shall be reseeded and covered
with suitable mulch.
The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit
them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-
of-way which are designated for removal and would be destroyed because of the Work.
All costs to the Contractor for protecting, removing, and restoring existing improvements shall be in-
cluded in the Bid.
7-10 PUBLIC CONVENIENCE AND SAFETY.
7-10.1 Traffic and Access. The Contractor's operations shall cause no unnecessary inconvenience.
If applicable, the access rights of the public shall be considered at all times. Unless otherwise author-
ized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided.
Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants;
commercial and industrial establishments; churches, schools and parking lots; service stations and
motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facil-
ities shall be continuous and unobstructed unless otherwise approved by the Municipal Projects Man-
ager.
The Contractor shall cooperate with the various parties involved in the delivery of mail and the collec-
tion and removal of trash and garbage to maintain existing schedules for these services.
Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in
a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed,
the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic.
f.'\ •+' Revised 3/6/15 Contract No. 4020 Page 91 of 116 Pages
Unless otherwise authorized, work shall be performed in only one-half the roadway at one time. One
half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street
only is being improved, the other half shall be conditioned and maintained as a detour.
The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited
to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup. The trash
hauling schedule can be obtained by calling the City's contracted waste disposal company, Coast
Waste Management at 929-9417.
During overlay operations, the Contractors schedule for overlay application shall be designated to
provide residents and business owners whose streets are to be overlaid sufficient paved parking within
an 800 foot distance from their homes or businesses.
Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular
traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impend-
ing disruption.
The contractor shall replace all street markings and striping damaged by construction activities.
The Contractor shall include in its Bid all costs for the above requirements.
7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be
stored in streets, roads, or highways. A suitable location inside the construction zone will be deter-
mined at the pre-construction conference ...
7-10.3 Street Closures; Detours; Barricades. If applicable, the Contractor shall comply with all ap-
plicable State, County, and City requirements for closure of streets. The Contractor shall provide bar-
riers, guards, lights, signs, temporary bridges, flagpersons, and watchpersons. The Contractor shall
be responsible for compliance with additional public safety requirements which may arise. The Con-
tractor shall furnish and install signs and warning devices and promptly remove them upon completion
of the Work.
After obtaining the Municipal Projects Managers approval and at least 5 working days before closing,
detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor
shall notify the following:
1) The Municipal Projects Manager ................................................... .
2) Carlsbad Fire Department Dispatch ............................................. ..
3) Carlsbad Police Department Dispatch ........................................... .
4) Carlsbad Traffic Signals Maintenance (extension 2937) ............... ..
5) Carlsbad Traffic Signals Operations .............................................. .
6) North County Transit District. ........................................................ ..
7) Waste Management ..................................................................... ..
(760) 434-2949
(760) 931-2197
(760) 931-2197
(760) 438-2980
(760) 602-2752
(760) 967-2828
(760) 929-9400
The Contractor shall comply with their requirements. The Contractor shall obtain the Municipal Pro-
jects Manager's written approval prior to deviating from the requirements of 2) through, and including,
7) above. The Contractor shall obtain the written approval no less than five working days prior to
placing any traffic control that affects bus stops.
The Contractor shall secure approval, in advance, from authorities concerned for the use of any
bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with
signs and posting conforming to current requirements covering "signs" as set forth in the Traffic Manual ., "'-+' Revised 3/6/15 Contract No. 4020 Page 92 of 116 Pages
published by the California Department of Transportation. This manual shall also apply to the street
closures, barricades, detours, lights, and other safety devices required.
All costs involved shall be included in the Bid.
Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic Control
Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) and these provisions. If
any component in the traffic control system is damaged, displaced, or ceases to operate or function
as specified, from any cause, during the progress of the work, the Contractor shall immediately repair
said component to its original condition or replace said component and shall restore the component
to its original location. In the event that the Contractor fails to install and/or maintain barricades or
such other traffic signs, markings, delineation or devices as may be required herein, the Municipal
Projects Manager may, at his/her sole option, install the traffic signs, markings, delineation or devices
and charge the Contractor twenty dollars ($25.00) per day per traffic sign or device, or the actual cost
of providing such traffic control facility, whichever is the greater.
7-10.3.1 Construction Area Signs and Control Devices. If applicable, all construction traffic signs
and control devices shall be maintained throughout the duration of work in good order and according
to the approved traffic control plan. All construction area signs shall conform to the provisions of
Section 206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of
Section 214-5.1.et seq. All temporary reflective channelizers shall conform to the provisions of Section
214-5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall con-
form to the provisions of Section 210-1.6 et seq. except that all temporary paint shall be rapid dry
water borne conforming to Section 210-1.6 for materials and Section 310-5 et seq. For workmanship.
Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction
and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory
signs, lights and devices shall be promptly removed by the Contractor when no longer required. Warn-
ing and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary
signs that warn of non-existent conditions shall be removed from the traveled way and from the view
of motorists in the traveled way or shielded from the view of the traveling public during such periods
that their message does not pertain to existing conditions. Care shall be used in performing excavation
for signs in order to protect underground facilities. All excavation required to install stationary con-
struction area signs shall be performed by hand methods without the use of power equipment. Warn-
ing and advisory signs that are used only during working hours may be portable signs. Portable signs
shall be removed from the traveled way and shielded from the view of the traveling public during non-
working hours. During the hours of darkness, as defined in Division 1, Section 280, of the California
Vehicle Code, portable signs shall be illuminated or, at the option of the Contractor, shall be in con-
formance with the provisions in
Section 206-7.2 et seq. If illuminated traffic cones rather than post-type delineators are used during
the hours of darkness, they shall be affixed or covered with reflective cone sleeves as specified in
CAL TRANS "Standard Specifications", except the sleeves shall be 7" long. Personal vehicles of the
Contractor's employees shall not be parked within the traveled way, including any Section closed to
public traffic. Whenever the Contractor's vehicles or equipment are parked on the shoulder within 6'
of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators
placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement
at not less than 25' intervals to a point not less than 25' past the last vehicle or piece of equipment. A
minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work
Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or
telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Mu-
nicipal Projects Manager.
7-10.3.2 Maintaining Traffic. If applicable, the Contractor's personnel shall not work closer than 6-
feet, nor operate equipment within 2-feet from any traffic lane occupied by traffic. For equipment the
t' •+' Revised 3/6/15 Contract No. 4020 Page 93 of 116 Pages
minimum acceptable shy distance, 2-feet shall be measured from the closest approach of any part of
the equipment as it is operated and/or maneuvered in performing the work. This requirement may be
waived when the Municipal Projects Manager has given written authorization to the reduction in clear-
ance that is specific to the time, duration and location of such wa.iver, when such reduction is shown
on the traffic control plans included in these contract documents, when such reduction is shown on
the traffic control plans prepared by the Contractor and approved by the Municipal Projects Manager
or for the work of installing, maintaining and removing traffic control devices. As a condition of such
waiver the Municipal Projects Manager may require the Contractor to detour traffic, adjust the width
of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers.
During the entire construction, a minimum of one paved traffic lane, not less than 12-feet wide, shall
be open for use by public traffic in each direction of travel.
7-10.3.3 Traffic Control System for Lane Closure. If applicable, a traffic control system consists of
closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, Cali-
fornia Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for
use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions.
The provisions in this section will not relieve the Contractor from its responsibility to provide such
additional devices or take such measures as may be necessary to maintain public safety.
When lanes are closed for only the duration of work periods, all components of the traffic control
system, except portable delineators placed along open trenches or excavation adjacent to the traveled
way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor
so elects, said components may be stored at selected central locations, approved by the Municipal
Projects Manager, within the limits of the right-of-way.
7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. If applicable, during traffic
stripe operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control
System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control
plan proposed by the Contractor and approved by the Municipal Projects Manager. The Contractor
shall not start traffic striping operations using an alternative plan until the Contractor has submitted its
plan to the Municipal Projects Manager and has received the Municipal Projects Manager's written
approval of said plan.
7-10.3.5 Temporary Pavement Delineation. If applicable temporary pavement delineation shall be
furnished, placed, maintained and removed in accordance with the minimum standards specified in
the California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as
amended for use in California) published by CAL TRANS. Whenever the work causes obliteration of
pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening
the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all
times for traveled ways open to public traffic. All work necessary, including any required lines or
marks, to establish the alignment of temporary pavement delineation shall be performed by the Con-
tractor. When temporary pavement delineation is removed, all lines and marks used to establish the
alignment of the temporary pavement delineation shall be removed by grinding.
Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material.
Temporary pavement delineation shall not be applied over existing pavement delineation or other tem-
porary pavement delineation. Temporary pavement delineation shall be maintained until superseded
or replaced with permanent pavement delineation.
Temporary pavement delineation shall be removed when, as determined by the Municipal Projects
-~ ~., Revised 3/6/15 Contract No. 4020 Page 94 of 116 Pages
Manager, the temporary pavement delineation conflicts with the permanent pavement delineation or
with a new traffic pattern for the area and is no longer required for the direction of public traffic. When
temporary pavement delineation is required to be removed, all lines and marks used to establish the
alignment of the temporary pavement delineation shall be removed.
7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan
Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the
project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor
shall have such new or modified TCP prepared and submitted as a part of the Work for any and all
construction activities that are located within the traveled way. The Contractor shall have TCP pre-
pared and submitted as a part of the Work for any construction activities that are a part of this project
that are not included in the project plans. The Contractor must submit the TCP for the Municipal
Projects Manager's review in conformance with the requirements of Section 2-5.3, et seq. and obtain
the Municipal Projects Manager's approval of the TCP prior to implementing them. The minimum 20-
day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each
submittal of TCP, new, modified or added to, for the Municipal Projects Manager's review. New or
revised TCP submittals shall include all TCP needed for the entire duration of the Work. Each phase
of the TCP shall be shown in sufficient scale and detail to show the lane widths, transition lengths,
curve radii, stationing of features affecting the traffic control plan and the methodology proposed to
transition to the subsequent TCP phase. When the vertical alignment of the traveled surface differs
from the finished pavement elevation vertical curves must also be shown. Such modifications, sup-
plements and/or new design of TCP shall meet the requirements of the Municipal Projects Manager
and the California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as
amended for use in California) as published by CAL TRANS. Such modification, addition, supplement,
and/or new design of TCP shall be prepared by a registered professional Municipal Projects Manager
appropriately registered in the State of California. The Municipal Projects Manager shall be the sole
judge of the suitability and quality of any such modifications, supplements, andior new designs to TCP.
The Municipal Projects Manager may approve any such modifications, supplements, and/or new de-
signs to the TCP when, in the Municipal Projects Manager's sole opinion, such modifications, supple-
ments, and/or new designs to the TCP prepared by the registered professional Municipal Projects
Manager retained by the Contractor will be beneficial to the best interests of the Agency. Such modi-
fication, addition, supplement, and/or new design shall not be implemented and no work shall be com-
menced that is contingent on such approval until the changed TCP are approved by the Municipal
Projects Manager. The preparation of such modification, addition, supplement, and/or new designs
of TCP shall not presuppose their approval or obligate the Agency in any fashion. Submittal and
review requirements for such modifications, supplements, and/or new designs to TCP shall conform
to the requirements of Section 2-5.3 Shop Drawings and Submittals.
7-10.3.7 Payment. The Contractor shall prepare and implement traffic control plans and shall furnish
all labor and materials to perform, install, maintain, replace and remove all traffic control as incidentals
to the work with which they are associated and no other compensation will be allowed therefore.
7-10.4 Safety.
7-1 0.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of:
Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the
State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other
applicable laws, ordinances, and regulations.
Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to
the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the
workers' protection from the hazard of caving ground during the excavation of such trench. If the plan
-~ {.., Revised 3/6/15 Contract No. 4020 Page 95 of 116 Pages
varies from the shoring system standards, the plan shall be prepared by a registered Civil Municipal
Projects Manager. No excavation shall start until the Municipal Projects Manager has accepted the
plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of
the permit shall be submitted to the Municipal Projects Manager.
Payment for performing all work necessary to provide safety measures shall be included in the prices
bid for other items of work except where separate bid items for excavation safety are provided, or
required by law.
7-1 0.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Munic-
ipal Projects Manager, or as otherwise stated in the Specifications. Explosives shall be handled, used,
and stored in accordance with all applicable regulations.
The Municipal Projects Manager's approval of the use of explosives shall not relieve the Contractor
from liability for claims caused by blasting operations. Additional requirements regarding blasting are
included in Technical Specification Section 01210 and Section 02300.
7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous sub-
stances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Sec-
tion 5194 of the California Code of Regulations shall be requested by the Contractor from the manu-
facturer of any hazardous products used.
Material usage shall be accomplished with strict adherence to California Division of Industrial Safety
requirements and all manufacturer warnings and application instructions listed on the Material Safety
Data Sheet and on the product container label.
The Contractor shall notify the Municipal Projects Manager if a specified product cannot be used under
safe conditions.
7-10.4.4 Confined Spaces.
(a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administer-
ing and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157
and 5158, Title 8, CCR.
Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the
Municipal Projects Manager. The CSEP shall address all potential physical and environmental haz-
ards and contain procedures for safe entry into confined spaces, including, but not limited to the fol-
lowing:
1. Training of personnel
2. Purging and cleaning the space of materials and residue
3. Potential isolation and control of energy and material inflow
4. Controlled access to the space
5. Atmospheric testing of the space
6. Ventilation of the space
7. Special hazards consideration
8. Personal protective equipment
9. Rescue plan provisions
The Contractor's submittal shall include the names of its personnel, including subcontractor personnel,
assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific
assignment and responsibility in carrying out the CSEP . . -. ~., Revised 3/6/15 Contract No. 4020 Page 96 of 116 Pages
(b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Sec-
tion 5157, Title 8, CCR may be required as a part ofthe Work. All manholes, tanks, vaults, pipelines,
excavations, or other enclosed or partially enclosed spaces shall be considered permit-required con-
fined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a
permit space program prior to performing any work in a permit-required confined space. A copy of the
permit shall be available at all times for review by Contractor and Agency personnel at the Work site.
(c) Payment. Payment for implementing, administering, and providing all equipment and personnel to
perform the CSEP shall be included in the bid items for which the CSEP is required.
7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary
precautions for the safety of employees on the work and shall comply with all applicable provisions of
Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons
on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect
and properly maintain at all times, as required by the conditions and progress of the work, all neces-
sary safeguards for the protection of workers and public, and shall use danger signs warning against
hazards created by such features of construction as protruding nails, hoists, well holes, and falling
materials.
7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or
royalties on any patented article or process furnished or used in the Work. The Contractor shall in-
demnify and hold the Agency harmless from any legal action that may be brought for infringement of
patents.
7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, archi-
tects, or Municipal Projects Managers may be displayed on removable signs. The size and location
shall be subject to the Municipal Projects Manager's approval.
Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences,
canopies, or barricades.
7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National
laws and County and Municipal ordinances and regulations which in any manner affect those em-
ployed in the Work or the materials used in the Work or in any way affect the conduct of the Work.
The Contractor shall at all times observe and comply with such laws, ordinances, and regulations.
Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this
notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the
proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and
Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code
shall become conditions of the contract.
7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides:
"In entering into a public works contract or a subcontract to supply goods, services, or materials pur-
suant to a public works contract, the contractor or subcontractor offers and agrees to assign to the
awarding body all rights, title, and interest in and to all causes of action it may have under Section 4
of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700]
of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, ser-
vices, or materials pursuant to the public works contract or subcontract. The assignment shall be made
and become effective at the time the awarding body tenders final payment to the contractor, without
further acknowledgment of the parties." ., '-+' Revised 3/6/15 Contract No. 4020 Page 97 of 116 Pages
SECTION 8-FACILITIES FOR AGENCY PERSONNEL
8-1 GENERAL All facilities provided for Agency personnel shall be at suitable locations approved
by the Municipal Projects Manager. Such facilities must be in a room, building, or trailer provided for
this purpose with acceptable means for locking.
For large Civic Projects (exceeding one million dollars) a Class "A" Field Office in accordance with
Section 8-2.1 shall be provided.
All facilities shall conform to the applicable codes, ordinances, and regulations of the local jurisdiction
and of the State of California, and shall conform to current practice. The interior shall be paneled or
suitably lined to provide a facility of good appearance.
The Contractor shall provide janitorial and other maintenance services in all types of facilities provided.
Such services shall include the supply of the appropriate paper products and dispensers. Trash re-
ceptacles shall be provided and emptied by the Contractor at weekly intervals or sooner as required.
The trash shall be removed from the project site.
All costs to furnish, maintain, service, and remove the specified facilities at the project site shall be
included in the price bid for such facilities. If no bid item is provided in the proposal, costs shall be
included in other items for which bids are entered.
The first progress payment will not be approved until all facilities are in place and fully comply with the
Specifications.
8-2 FIELD OFFICE FACILITIES.
8-2.1 Class "A" Field Office. Contractor shall furnish the Municipal Projects Manager a "Class A"
Field Office. The field office shall be for the exclusive use of the Municipal Projects Manager and such
other individuals that the Municipal Projects Manager may designate. The field office shall be a separate
structure from any other office facility. The Contractor shall maintain the field office throughout the entire
duration of the contract unless the Municipal Projects Manager shall otherwise direct. This office shall
have a minimum floor space of 600 te. All doors and windows shall be provided with screens.
Furniture shall be provided as follows: one plan table, one standard 5 feet long double-pedestal desk
with a drawer suitable for holding files, three chairs, , one 5 drawer file cabinet, and one plan rack.
Electric power shall be provided to include a minimum of four duplex convenience outlets. The office
shall be illuminated at the tables and desk. An outdoor lighting fixture shall be installed.
Heating and air conditioning of sufficient capacity shall be provided at no expense to the Agency. The
Contractor shall provide drinking water within the office and integral sanitary facilities directly adjoining.
Temporary danitary facilities shall shall be provided. These facilities must be dedicated to the Agency
and not shared with sub-contractors.
The field office shall have a 24" by 36" sign affixed near the entry door. The sign text shall be proportioned
as shown below. The Contractor shall affix a City seal to the sign in a centered location. The City seal
will be supplied by the Municipal Projects Manager.
·~ ~., Revised 3/6/15 Contract No. 4020 Page 98 of 116 Pages
CITY OF CARLSBAD
CIVIC PROJECTS
8-3 FIELD LABORATORIES.
8-3.1 Offsite at Manufacturing Plant. (not required)
8-3.2 At Project Site. (not applicable)
8-4 BATHHOUSE FACILITIES. (not required)
8-5 REMOVAL OF FACILITIES. Field offices at the project site shall be removed upon completion
of the Work. Buildings and equipment furnished by the Contractor at the project site under the provi-
sions of this section are the property of the Contractor.
8-6 BASIS OF PAYMENT. All costs incurred in furnishing, maintaining, servicing, and removing
field office(s) required at the project site shall be included in the bid item for furnishing such facilities.
If such facilities are required by the Plans or Specifications and no bid item is provided in the proposal,
the costs shall be included in other items for which bids are entered. Such costs incurred in connection
with offices and laboratories at plants shall be borne by the plant owners. Payment for field office will
be made at the monthly price bid and will include full compensation for installing and removing the field
office, relocating it as may be necessary to facilitate the project, obtaining all permits, property rental,
providing utilities including, but not limited to, high speed internet service, electrical, telephone, sanitary
facilities, and maintenance. The monthly rate will be paid for each full calendar month throughout the
duration of the contract that the field office, complete with all facilities and utilities, is available to the
Municipal Projects Manager and on the project excepting when the Municipal Projects Manager has or-
dered that the field office be removed from the project.
(.'\ •t' Revised 3/6/15 Contract No. 4020 Page 99 of 116 Pages
SECTION 9-MEASUREMENT AND PAYMENT
9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.
9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measure-
ments or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber
shall be considered as being the true length measured along longitudinal axis.
Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean
area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planim-
eter shall be considered an instrument of precision adapted to measurement of all areas.
9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of
measurement shall be measured in accordance with methods stipulated in the particular sections in-
volved.
9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be
done on certified platform scales or, when approved by the Municipal Projects Manager, on a com-
pletely automated weighing and recording system. The Contractor shall furnish the Municipal Projects
Manager with duplicate licensed weighmaster's certificates showing actual net weights. The Agency
will accept the certificates as evidence of weights delivered.
9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard
Measures.
9-2 LUMP SUM WORK. Items for which quantities are indicated "Lump Sum", "L.S.", or "Job",
shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the
items of work and all work appurtenant thereto.
When required by the Specifications or requested by the Municipal Projects Manager, the Contractor
shall submit to the Municipal Projects Manager within 15 days after award of Contract, a detailed
schedule in triplicate, to be used only as a basis for determining progress payments on a lump sum
contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in
such form and sufficiently detailed as to satisfy the Municipal Projects Manager that it correctly repre-
sents a reasonable apportionment of the lump sum.
9-3 PAYMENT
9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to
the Contractor will be made only for actual quantities of Contract items constructed in accordance with
the Plans and Specifications. Upon completion of construction, if the actual quantities show either an
increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail
subject to the provisions of Section 3-2.2.1.
The unit and lump sum prices to be paid shall be full compensation for the items of work and all
appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals.
Payment will not be made for materials wasted or disposed of in a manner not called for under the
Contract. This includes rejected material not unloaded from vehicles, material rejected after it has
been placed, and material placed outside of the Plan lines. No compensation will be allowed for dis-
posing of rejected or excess material.
·~ ~., Revised 3/6/15 Contract No. 4020 Page 1 00 of 116 Pages
Payment for work performed or materials furnished under an Assessment Act Contract will be made
as provided in particular proceedings or legislative act under which such contract was awarded.
Whenever any portion of the Work is performed by the Agency at the Contractor's request, the cost
thereof shall be charged against the Contractor, and may be deducted from any amount due or be-
coming due from the Agency.
Whenever immediate action is required to prevent injury, death, or property damage, and precautions
which are the Contractor's responsibility have not been taken and are not reasonably expected to be
taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to
be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any
amount due or becoming due from the Agency. Agency action or inaction under such circumstances
shall not be construed as relieving the Contractor or its Surety from liability.
Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such pay-
ment be construed to be acceptance of any of the Work. Payment shall not be construed as the trans-
fer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain
with the Contractor who shall be obligated to store any fully or partially completed work or structure
for which payment has been made; or replace any materials or equipment required to be provided
under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to
acceptance of the Work, except as provided in Section 6-10.
Guarantee periods shall not be affected by any payment but shall commence on the date of re-
cordation of the "Notice of Completion."
If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency,
due to the Contractor's failure to pay for labor or materials used in the Work, all money due for such
labor or materials will be withheld from payment to the Contractor in accordance with applicable laws.
At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed
by law, the amount deducted from the final estimate and retained by the Agency will be paid to the
Contractor except such amounts as are required by law to be withheld by properly executed and filed
notices to stop payment, or as may be authorized by the Contract to be further retained.
9-3.2 Partial and Final Payment. The Municipal Projects Manager will, after award of Contract,
establish a closure date for the purpose of making monthly progress payments. The Contractor may
request in writing that such monthly closure date be changed. The Municipal Projects Manager may
approve such request when it is compatible with the Agency's payment procedure.
Each month, the Municipal Projects Manager will make an approximate measurement of the work
performed to the closure date as basis for making monthly progress payments. The estimated value
will be based on contract unit prices, completed change order work and as provided for in Section 9-
2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar
days after the closure date. Five (5) working days following the closure date, the Municipal Projects
Manager shall complete the detailed progress pay estimate and submit it to the Contractor for the
Contractor's information. Should the Contractor assert that additional payment is due, the Contractor
shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request
to the Municipal Projects Manager with adequate justification supporting the amount of supplemental
payment request. Upon receipt of the supplemental payment request, the Municipal Projects Manager
shall, as soon as practicable after receipt, determine whether the supplemental payment request is a
proper payment request. If the Municipal Projects Manager determines that the supplemental pay-
ment request is not proper, then the request shall be returned to the Contractor as soon as practicable,
#/"-. f;.+J Revised 3/6/15 Contract No. 4020 Page 101 of 116 Pages
but not later than seven (7) days after receipt. The returned request shall be accompanied by a doc-
ument setting forth in writing the reasons why the supplemental payment request was not proper. In
conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty
(30) days after receipt of an undisputed and properly submitted supplemental payment request from
the Contractor. If payment of the undisputed supplemental payment request is not made within thirty
(30) days after receipt by the Municipal Projects Manager, then the City shall pay interest to the Con-
tractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil
Procedure.
From each progress estimate, 10 percent will be deducted and retained by the Agency, and there-
mainder less the amount of all previous payments will be paid. After 50 percent of the Work has been
completed and if progress on the Work is satisfactory, the deduction to be made from remaining pro-
gress estimates and from the final estimate may be limited to $500 or 1 0 percent of the first half of
total Contract amount, whichever is greater.
No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated
damages under 6-9.
As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute
securities for any monies withheld by the Agency to ensure performance under the Contract
After final inspection, the Municipal Projects Manager will make a Final Payment Estimate and process
a corresponding payment. This estimate will be in writing and shall be for the total amount owed the
Contractor as determined by the Municipal Projects Manager and shall be itemized by the contract bid
item and change order item with quantities and payment amounts and shall show all deductions made
or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior
estimates and progress payments shall be subject to correction in the Final Payment Estimate.
The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written
statement disputing any bid item or change order item quantity or payment amount. The Contractor
shall provide all documentation at the time of submitting the statement supporting its position. Should
the Contractor fail to submit the statement and supporting documentation within the time specified,
the Contractor acknowledges that full and final payment has been made for all contract bid items and
change order items.
If the Contractor submits a written statement with documentation in the aforementioned time, the Mu-
nicipal Projects Manager will review the disputed item within 30 calendar days and make any appro-
priate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by
the Municipal Projects Manager will be subject to resolution as specified in Section 3-5, Disputed
Work.
The written statement filed by the Contractor shall be in sufficient detail to enable the Municipal Pro-
jects Manager to ascertain the basis and amount of said disputed items. The Municipal Projects Man-
ager will consider the merits of the Contractor's claims. It will be the responsibility of the Contractor to
furnish within a reasonable time such further information and details as may be required by the Mu-
nicipal Projects Manager to determine the facts or contentions involved in its claims. Failure to submit
such information and details will be sufficient cause for denying payment for the disputed items.
9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement
required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by
the Contractor no later than the date of receipt of the final payment estimate. Those final payment
items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30
days after receipt of the Final Payment estimate. No claim will be considered that was not included in .,
l.tr Revised 3/6/15 Contract No. 4020 Page 1 02 of 116 Pages
this written statement, nor will any claim be allowed for which written notice or protest is required under
any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3
Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting,
unless the Contractor has complied with notice or protest requirements.
The claims filed by the Contractor shall be in sufficient detail to enable the Municipal Projects Manager
to ascertain the basis and amount of said claims. The Municipal Projects Manager will consider and
determine the Contractor's claims and it will be the responsibility of the Contractor to furnish within a
reasonable time such further information and details as may be required by the Municipal Projects
Manager to determine the facts or contentions involved in its claims. Failure to submit such infor-
mation and details will be sufficient cause for denying the claims.
Payment for claims shall be processed within 30 calendar days of their resolution for those claims
approved by the Municipal Projects Manager. The Contractor shall proceed with informal dispute
resolution under Section 3-5, Disputed Work, for those claims remaining in dispute.
9-3.3 Delivered Materials. When provided for in the Technical Specifications, and subject to the
limitation and conditions therein, the cost of materials and equipment delivered but not incorporated
into the Work will be included in the progress estimate ..
9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to
the conditions and limitations in the Specifications, the costs of work in advance of construction oper-
ations and not directly attributable to any specific bid item will be included in the progress estimate.
When no such bid item is provided, payment for such costs will be considered to be included in the
other items of work.
9~3.4.1 Mobilization and Preparator'.{ Work. The Contract !ump-sum price paid for mobilization
shall not exceed twenty thousand dollars ($20,000.00) and includes full compensation for furnish-
ing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for
doing all the work involved in mobilization and preparatory work and operations, including, but not
limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to
preparing to conduct work on and off the project site and other offsite facilities necessary for work on
the project; for all other facilities, sureties, work and operations which must be performed or costs
incurred prior to beginning work on various contract items on or off the project site, excepting those
specifically paid for under separate sections of these specifications. The Contractor hereby agrees
that the stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described
in this section, and that the Contractor shall have no right to additional compensation for Mobilization
and Preparatory Work.
Progress payments for Mobilization and Preparatory Work will be made as follows:
For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the
lump sum amount entered for Mobilization And Preparatory Work will be allowed. For the second
progress payment, an additional sixty percent (60%) of the lump sum amount stipulated for mobiliza-
tion and preparatory work will be allowed therefore.
Mobilization shall consist of all preparatory work and operations which must be performed or costs
incurred prior to beginning work on the various Contract items on the project site. Mobilization shall
include but not be limited to the following items:
1. Obtaining and paying for all required Bonds, Insurance Policies (including premiums and inci-
dentals), and Permits if applicable.
2. Submittal of required construction schedule(s).
-~ "t.+J Revised 3/6/15 Contract No. 4020 Page 1 03 of 116 Pages
3. Establishment of all offices, buildings, construction yards, sanitary facilities, and any other fa-
cilities necessary for work at the project site.
4. Posting all OSHA required notices and establishment of safety programs.
5. Posting all Department of Labor required notice, regulations and prevailing wages.
6. The movement of personnel, equipment, supplies, and incidentals to the project site.
7. Developing and installing construction water supply.
8. Notification of residents and businesses.
No additional compensation will be allowed for additional mobilizations required, including but not
limited to delays caused by the relocation of existing utility facilities shown on the Plans or discovered
during construction operations.
9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the
Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General
Provisions, or Technical Specifications shall be considered as included in the Bid Items. Contractor
must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place.
If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements,
landscaping, irrigation systems, and vegetation at his expense .
. , ~+' Revised 3/6/15 Contract No. 4020 Page 1 04 of 116 Pages
SECTION 142100-ELECTRIC TRACTION ELEVATORS
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SECTION INCLUDES
A. This Section includes installation of an electric traction passenger elevator and all associated
controls and accessories necessary for full and complete operation. Shaft and control closet
space to be provided by the owner.
1. Elevator System: Include a car frame, car safety, overspeed governor and pit buffers
for both car and counterweight; all integrated into the system.
1.3 RELATED SECTIONS
A. Section 033000 -Cast-in-Place Concrete: For setting sleeves, inserts, and anchoring
devices in concrete.
B. Section 051200-Structural Steel: For the following:
1. Divider beams.
2. Hoist beams.
3. Structurai-steei shapes for subsills that are part of steel frame.
C. Section 055000-Metal Fabrications: For the following:
1. Attachment plates and angle brackets for supporting guide-rail brackets.
2. Machine beam installation.
3. Weld plates for anchoring elevator machine to machine room floor slab.
4. Pit ladders.
D. Section 096800-Carpet: For finish flooring in elevator cars.
E. Division 26 Sections for electrical service for elevators to and including fused disconnect
switches at machine room door and standby power source, transfer switch, and connection
from auxiliary contacts in transfer switch to controller.
F. Division 27 Sections for telephone service for elevators.
1.4 DEFINITIONS
A. Definitions in ASME A 17.1 apply to work of this Section.
B. Defective Elevator Work: Operation or control system failure, including excessive
malfunctions; performances below specified ratings; excessive wear; unusual deterioration
or aging of materials or finishes; unsafe conditions; need for excessive maintenance;
abnormal noise or vibration; and similar unusual, unexpected, and unsatisfactory conditions .
... ~., Revised 3/6/15 Contract No. 4020 Page 105 of 116 Pages
1.5 COORDINATION
A. Coordinate installation of sleeves, block outs, elevator equipment with integral anchors, and
other items that are embedded in concrete or masonry for elevator equipment Furnish
templates, sleeves, elevator equipment wiith integral anchors, and installation instructions
and deliver to Project site in time for installation.
B. Coordinate sequence of elevator installation with other work to avoid delaying the Work.
C. Coordinate locations and dimensions of other work relating to electric traction elevators
including pit ladders, sumps, and floor drains in pits; entrance subsills; machine beams; and
electrical service, electrical outlets, lights, and switches in pits and machine rooms hoistways.
1.6 action SUBMITTALS
A. Product Data: Submit manufacturer's product data for each system proposed for use.
Include the following:
1. Signal and operating fixtures, operating panels and indicators.
2. Cab design, dimensions and layout.
3. Hoistway-door and frame details.
4. Electrical characteristics and connection requirements.
5. Expected heat dissipation of elevator equipment in machine room (BTU).
B. Shop Drawings: Show plans, elevations, sections, and large-scale details indicating service
at each landing, machine room layout, coordination with building structure, relationships with
other construction, and locations of equipment and signals.
1. Car, guide raiis, buffers and other components in hoistway.
2. Maximum rail bracket spacing.
3. Maximum loads imposed on guide rails requiring load transfer to building structure.
4. Loads on hoisting beams.
5. Clearances and travel of car.
6. Clear inside hoistway and pit dimensions.
7. Location and sizes of access doors, hoistway entrances and frames.
8. Include large-scale layout of car control station and standby power operation control
panel.
9. Indicate variations from specified requirements, maximum dynamic and static loads
imposed on building structure at points of support, and maximum and average power
demands.
C. Sustainability Submittals:
1. Product Data for the following:
a. For each composite-wood product used, documentation indicating that the
bonding agent contains no urea formaldehyde.
b. For each adhesive used, documentation indicating that the adhesive contains no
urea formaldehyde.
D. Permit Submittals:
1. The elevator system is a deferred submittal item for an existing building project.
a. Provide all necessary project specific and/or elevator specific certifications,
approvals, variances and/or other supplementary authorizations from all local
and state authorities having jurisdiction for normal unrestricted elevator use.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 1 06 of 116 Pages
b. Provide all necessary deferred submittal documentation to receive approval from
all local and state authorities having jurisdiction for normal unrestricted elevator
use.
1. 7 informational submittals
A Manufacturer Certificates: Signed by elevator manufacturer certifying that hoistway, pit, and
machine room layout and dimensions, as shown on Drawings, and electrical service, as
shown and specified, are adequate for elevator system being provided.
B. Qualification Data: For Installer.
1.8 closeout submittals
A Operation and Maintenance Data: For elevators to include in emergency, operation, and
maintenance manuals.
B. Inspection and Acceptance Certificates and Operating Permits: As required by authorities
having jurisdiction for normal, unrestricted elevator use.
C. Warranty: Sample of special warranty.
1.9 QUALITY ASSURANCE
A Installer Qualifications: Elevator manufacturer or manufacturer's authorized representative
who is trained and approved for installation of units required for this Project.
B. Source Limitations: Obtain elevators through one source from a single manufacturer.
1. Provide major elevator components, including driving machines, controllers, signal
fixtures, door operators, car frames, cabs, and entrances, manufactured by a single
manufacturer.
C. Regulatory Requirements: Comply with ASME A 17.1 and elevator design requirements for
earthquake loads in ASCE 7.
1. Effective peak velocity acceleration (Av) for Project's location is greater than or equal
to 0.20 (seismic risk zones 3 and 4).
2. Provide earthquake equipment required by ASME A17.1.
3. Design earthquake spectral response acceleration, short period (Sds) for Project is
indicated on Structural Drawings.
4. Project's seismic design category is indicated on Structural Drawings.
D. Accessibility Requirements: Comply with Section 4.10 in the U.S. Architectural &
Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA),
Accessibility Guidelines for Buildings and Facilities (ADAAG)".
E. Fire-Rated Hoistway Entrance Assemblies: Door and frame assemblies complying with
NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to
authorities having jurisdiction, for fire-protection ratings indicated, based on testing at as
close to neutral pressure as possible according to NFPA 252.
F. Acoustical Requirements: Comply with following requirements:
1. Limit overall elevator noise emissions to the following maximum A-weighted sound
pressure levels in any mode of operation:
-~ ~., Revised 3/6/15 Contract No. 4020 Page 107 of 116 Pages
a. 75 decibels measured 3 feet from any piece of equipment in the room where
machinery is located.
b. 50 decibels measured 5 feet above the cab floor near the center during all
sequences of operation, including door operation, exhaust blower and
annunciators ..
c. 45 decibels measured in the elevator lobby 10 feet from the elevator doors.
2. Provide filters on SCR power converter and regulation units to suppress acoustic noise.
A-weighted sound pressure level shall not exceed 60 dB when measured 3 feet from
the unit under all load conditions.
3. Provide gearless direct drive machinery to avoid gear box noise. Otherwise provide
worm gear traction type machinery.
4. Vibration isolate the following items with Mason Industries, or equivalent, isolators with
a 0.2 inch static deflection or as noted:
a. Power converter and regulation unit. Mason Industries model BR.
b. Motor and gearbox assembly. Mason Industries model BR. Provide appropriate
safety restraints.
c. Sheave beams. Provide Mason Industries Model RBA or SWM waffle pad with
neoprene grommet and washer isolated bolt attachment to eliminate structure-
borne sound being transmitted to the building. Select isolators to compress a
minimum of 0.1 inches under load.
5. Provide flexible power connection to motor equivalent to Seal-tite.
6. Provide adjustable volume controls for elevator cab annunciators.
7. Provide optical cab position detectors.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Take delivery of, store, and handle materials, components, and equipment in manufacturer's
protective packaging.
B. Store materials, components, and equipment off of ground, under cover, and in a dry location.
Handle according to manufacturer's written recommendations to prevent damage,
deterioration, or soiling.
1.11 WARRANTY
A Special Manufacturer's Warranty: Manufacturer's standard form in which manufacturer
agrees to repair, restore, or replace defective elevator work within specified warranty period.
1. Warranty Period: One year from date of Substantial Completion.
PART 2-PRODUCTS
2.1 Sustainability material Requirements, general
A VOC Content: Adhesives applied on-site on the interior of the building and products used on
the interior of the building shall comply with VOC limits.
1. Use materials that have the lowest possible VOC content in units of g/L when calculated
according to 40 CFR 59, Subpart D (EPA Method 24).
B. Composite Wood and Agrifiber: Use only composite wood and agrifiber products free of
added urea formaldehyde resin binders.
~~~ f-1 Revised 3/6/15 Contract No. 4020 Page 1 08 of 116 Pages
2.2 MANUFACTURERS
A. Basis-of-Design Product: The design for the elevator system is based on the manufacturer
identified below. Subject to compliance with requirements, provide the named product or a
comparable product by one of the following:
1. Basis of Design: KONE Inc.: KONE EcoSpace Elevator.
2. Otis Elevator Co.
3. ThyssenKrupp Elevator
4. Mitsubishi Elevator
2.3 SYSTEMS AND COMPONENTS
A. General: Provide manufacturer's standard elevator systems. Where components are not
otherwise indicated, provide standard components published by manufacturer as included in
standard pre-engineered elevator systems and as required for complete system.
B. Elevator Machines: At manufacturer's option, provide either variable-voltage, variable-
frequency, ac-type hoisting machines. Provide solid-state power converters.
1. Provide non-regenerative system.
2. Provide line filters or chokes to prevent electrical peaks or spikes from feeding back
into building power system.
C. Machine Brake: Electrically released and spring applied. The drive sheave shall be
accurately turned and grooved for the quantity and size of hoist ropes applicable to this
service.
D. Traction Steel Hoist Ropes: Of size and number appropriate to insure proper wearing
qualities. As a minimum, the number and size of ropes shall comply with the factor of safety
requirements of the ASME A 17.1 Safety Code for Elevators.
E. Furnish hoist rope deflecting sheave as follows:
1. Sheave: Locate in machine room and support on machine bed plate.
2. Sheave Guard: As provided by the elevator contractor and fitted in place at the
deflecting sheave.
F. Counterweight: Each elevator shall be suitably counterbalanced with adequate weights
contained in a structural steel frame. This Counterweight shall be equal to the weight of the
complete elevator car plus a percentage of the capacity load.
G. Inserts: Furnish required concrete and masonry inserts and similar anchorage devices for
installing guide rails, machinery, and other components of elevator work where installation of
devices is specified in another Section.
H. Car Frame and Platform: Welded steel units.
I. Spring Buffer: Helical coil spring type; polyurethane buffer on 2500 lb/200 fpm units.
J. Guides: Provide the following:
1. Guide Rails: Elevator car and counterweight roller guide rails, erected plumb, and
securely fastened to the hoistway framing. Design and provision of hoistway framing
shall be of adequate strength and properly positioned to withstand loads applied in
conjunction with data provided by the elevator contractor.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 109 of 116 Pages
K. Wiring: Wiring for hoistway electrical devices included in scope of the elevator system, hall
panels, pit emergency stop switch, and the traveling cable for the elevator car.
2.4 OPERATION SYSTEMS
A. General: Provide manufacturer's standard microprocessor operation system for each group
of elevators as required to provide type of operation system indicated.
B. Selective Collective Control: Pressure upon one or more car buttons shall send the car to
the designated landings in the order in which the landings are reached by the car, irrespective
of the sequence in which the buttons are pressed, provided the hoistway door interlock and
car door switch circuits are completed. During this operation, the car shall also answer calls
from the landings, which are in the prevailing direction of travel. Each landing call shall be
canceled when answered.
1. Pressure upon a hall button at a floor above the car location shall cause the car to start
up and answer any up calls as they are reached by the car irrespective of the sequence
the buttons have been pressed. The car shall not stop at floors where down buttons
only had been pressed. If no further car or up hall calls are registered, the car shall
reverse its direction preference to response to car calls or down hall calls.
2. The car shall start down to answer calls below the car and shall not stop where only up
calls are registered. When traveling up, the car shall reverse at the highest call and
proceed to answer calls below it When traveling down, the car shall reverse at the
lowest call and answer calls above it
3. Should both an up and a down call be registered at an intermediate landing, only the
call responding to the direction in which the car is traveling shall be canceled upon the
stopping of the car at the landing. Terminal limit switches shall be provided in the
hoisPNay designed to automatically stop the car at or near the closest terminal landing.
C. Security Features: Provide the following security features, where indicated. Security features
shall not affect emergency firefighters' service.
1. Keyswitch Operation: Push buttons are activated and deactivated by security
keyswitches at car control stations. Key is removable only in deactivated position.
2.5 DOOR REOPENING DEVICES
A. Infrared Array: Provide door reopening devices with uniform array of 36 or more
microprocessor-controlled, infrared light beams projecting across car entrance. Interruption
of one or more of the light beams shall cause doors to stop and reopen.
B. Nudging Feature: After car doors are prevented from closing for predetermined adjustable
time, through activating door reopening device, a loud buzzer shall sound and doors shall
begin to close at reduced kinetic energy.
C. Door Operator: A closed loop permanent magnet WVF high performance door operator
shall be provided to open and close the car and hoistway doors simultaneously. Door
movement shall be cushioned at both limits of travel. Electro-mechanical interlock shall be
provided at each hoistway entrance to prevent operation of the elevator unless all doors are
closed and locked. An electric contact shall be provided on the car at each car entrance to
prevent the operation of the elevator unless the car door is closed.
D. The door operator shall be arranged so that, in case of interruption or failure of electric power,
the doors can be readily opened by hand from within the car, in accordance with applicable ., '-+' Revised 3/6/15 Contract No. 4020 Page 110 of 116 Pages
code. Emergency devices and keys for opening doors from the landing shall be provided as
required by the local code.
E. Doors shall open automatically when the car has arrived at or is leveling at the respective
landings. Doors shall close after a predetermined time interval or immediately upon pressing
of a car button. A door open button shall be provided in the car. Momentary pressing of this
button shall reopen the doors and reset the time interval.
F. The car door shall be provided with a protective device extending the full height. This device
shall be designed to sense an obstruction in its path while the doors are closing and
automatically cause the car and hoistway door to return to the open position. The doors shall
remain open until the expiration of a time interval; the doors will then close automatically.
G. Door hangers and tracks shall be provided for each car and hoistway door. Tracks shall be
contoured to match the hanger sheaves. The hangers shall be designed for power operation
with provisions for vertical and lateral adjustment. Hanger sheaves shall have polyurethane
tires and pre-lubricated sealed-for-life bearings.
H. Electronic Door Safety Device: The elevator car shall be equipped with an electronic
protective device extending the full height of the car. When activated, this sensor shall
prevent the doors from closing or cause them to stop and reopen if they are in the process
of closing. The doors shall remain open as long as the flow of traffic continues and shall close
shortly after the last person passes through the door opening.
2.6 FINISH MATERIALS
A. Generai: Provide the following materials for exposed parts of elevator car endosures, car
doors, hoistway entrance doors and frames, and signal equipment as indicated.
B. Cold-Rolled Steel Sheet: ASTM A1008/A1008M, commercial steel, Type B, exposed, matte
finish.
C. Hot-Rolled Steel Sheet ASTM A 1 011/A 1011 M, commercial steel, Type B, pickled.
D. Stainless-Steel Sheet ASTM A240/A240M, Type 304.
E. Stainless-Steel Bars: ASTM A276, Type 304.
F. Aluminum Extrusions: ASTM B221, Alloy 6063.
G. Plastic Laminate: High-pressure type complying with NEMA LD 3, Type HGS for flat
applications.
2. 7 Car Enclosures
A. Car Operating Features
1. Full Collective Operation.
2. Single Speed Fan.
3. On/Off Light Switch.
4. Solid State Starting
5. Car-Stall Protection.
6. Firefighters' Service Phase I and Phase II.
7. Top of Car Inspection.
-~ {..,Revised 3/6/15 Contract No. 4020 Page 111 of 116 Pages
B. Car Enclosure Dimensions:
1. Clear Inside Dimensions: 6'-9" W x 5'-7" D.
2. Cab Height 7'-9".
C. Materials and Finishes: Provide manufacturer's standards, but not less than the following:
1. Car Enclosure Finishes:
a. Front Walls (Return Panels): Satin stainless steel, No.4 finish.
1) Fabricate car door frame integrally with front wall of car.
b. Side and Rear Wall Panels: 5/8-inch thick vertical raised panels with plastic
laminate finish, color as selected by Architect from manufacturer's full range.
Provide with hanger clips for removable panels.
c. Metal Ceiling: Suspended flush panels, with cutouts for downlights in the center
of each panel.
1) Finish: White powder coat or enamel as standard with manufacturer.
2) Align ceiling panel joints with joints between wall panels, or as shown on
drawings.
d. Reveals: Satin stainless steel, No. 4 finish.
e. Handrails: 1-1/4" round and curved painted aluminum. Locate on rear wall with
backing plates and captive nuts. Bolt through car walls from back on 1-1/2"
stand-offs space no more than 18-inches oc. Return handrail ends to wall.
f. Finish Floor: Floor prepared to receive resilient flooring to be installed by others.
2. Base and Frieze: Aluminum.
3. Subfloor: Underlayment grade, exterior plywood, 5/8-inch (16-mm) nominal thickness.
4. Ventilation: Manufacturer's standard two-speed exhaust blower mounted to car canopy
on isolated rubber grommets. Exhaust blower shall meet noise and vibration criteria.
5. Stainless-Steel Doors: Flush, hollow-metal construction; fabricated from stainless-
steel sheet at interior and exterior door faces. Finish: No. 4 satin stainless steel.
6. Door Sills: Aluminum, mill finish; CBC Chapter 11 8 accessibility-compliant.
7. Protective Pads & Hangers: Provide manufacturers standard quilted fire retardant
protective pads with cutouts to provide access to controls and signals, and with button
hooks hangers.
8. Ceiling Type: Panels laminated with natural satin finish.
9. Ceiling Lights: Low-voltage LED down lights with stainless steel trim, recessed into
ceiling panels.
a. Quantity: 6.
10. Fabricate car with recesses and cutouts for signal equipment.
2.8 HOISTWAY ENTRANCES
A. General: Provide manufacturer's standard horizontal-sliding, door-and-frame hoistway
entrances complete with track systems, hardware, sills, and accessories. Provide frame size
and profile to coordinate with hoistway wall construction.
1. Type: Single-speed side sliding.
B. Materials and Fabrication: Provide manufacturer's standards, but not less than the following:
1. Stainless-Steel Frames: Formed from stainless-steel sheet; No.4 satin finish.
2. Stainless-Steel Doors and Transoms: Flush, hollow-metal construction; fabricated
from stainless-steel sheet on interior and exterior door face; No. 4 satin finish.
3. Sight Guards: Provide sight guards on doors matching door edges.
4. Sills: Extruded aluminum, with grooved surface, 1/4 inch (6.4 mm) thick.
5. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive,
nongaseous grout complying with ASTM C1107/C1107M.
-~ ~+J Revised 3/6/15 Contract No. 4020 Page 112 of 116 Pages
C. Hoistway Entrance Size: As indicated on Drawings.
D. Star of life: Provide Star of Life identification on hoistway door frame, place between 78
inches and 84 inches above the floor, visible from the lobby ..
E. Braille Symbol Plates: Mechanically fastened to both sides of hoistway entrance frames at
60 above finished floor, identifying floor level of entrance to elevator.
2.9 SIGNAL EQUIPMENT
A. General: Provide hall-call and car-call buttons that light when activated and remain lit until
call has been fulfilled. Fabricate lighted elements with long-life incandescent lamps and
acrylic or other permanent, non-yellowing translucent plastic diffusers or LEOs.
B. Car-Operating Panel: Traditional rectangular shape; provide a panel which contains all push
buttons, key switches, and message indicators for elevator operation.
1. Mark buttons and switches with standard identification for required use or function that
complies with ASME A17.1. Use both tactile symbols and Braille; provide at the left
hand side of each push button.
2. Provide "No Smoking" sign matching car control station, either integral with car control
station or mounted adjacent to it, with text and graphics as required by authorities
having jurisdiction.
C. Car Position Indicator: Provide illuminated, digital-type car position indicator, located above
car door or above car operating panel. Also provide audible signal to indicate to passengers
that car is either stopping at or passing each of the floors served.
1. include travel direction arrows if not provided in car operating paneL
D. Emergency Communication System: Provide system that complies with ASME A17.1 and
the U.S. Architectural & Transportation Barriers Compliance Board's "Americans with
Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)." On
activation, system dials preprogrammed number of monitoring station and identifies elevator
location to monitoring station. System provides two-way voice communication without using
a handset and provides visible signals that indicate when system has been activated and
when monitoring station has responded. System is contained in flush-mounted cabinet, with
identification, instructions for use, and battery backup power supply.
E. Hall Push-Button Stations: Provide hall push-button stations at each landing as indicated.
1. Provide units with flat faceplate for mounting with body of unit recessed in wall.
2. Equip units with buttons for calling elevator and for indicating desired direction of travel.
F. Provide telephone jack in each unit for firefighters' two-way telephone communication service
specified in Division 28.
G. Hall Lanterns: Units with illuminated arrows; but provide single arrow at terminal landings.
Provide the following:
1. Units with flat faceplate for mounting with body of unit recessed in wall and with
illuminated elements projecting from faceplate for ease of angular viewing.
H. Hall Annunciator: With each hall lantern, provide audible signals indicating car arrival and
direction of travel. Signals sound once for up and twice for down.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 113 of 116 Pages
I. Corridor Call Station Pictograph Signs: Provided by others ..
2.10 ELEVATORS
A Elevator Description
1. Type: Gearless traction.
2. Number of Openings: 2 at front only.
3. Number of Stops: 2.
4. Rise: As indicated on Drawings.
5. Rated Capacity/Speed: 3500 pounds.
6. Entrance Width & Type: Single-Slide Door 3' 6" x 7' 0".
7. Earthquake Emergency Operation: Comply with requirements in ASME A 17.1.
a. Seismic Category: D.
8. Machine Location: Machine room inside hoistway.
9. Controller Room: Located at roof level.
10. Power Supply: 208 volt; 3 phase.
11. Rated Load: 3500 lb (1589 kg).
12. Rated Speed: 125 fpm.
13. Auxiliary Operations:
a. Earthquake Emergency Operation: Comply with requirements in ASME A 17 .1.
b. Automatic dispatching of loaded car.
c.. Nuisance call cancel.
d. Loaded-car bypass.
14. Security Features: Keyswitch operation.
15. Signal Fixtures: Kone KSS 600 line or approved equal.
a. Finish: Satin stainless steel, No. 4 finish.
16. Additional Requirements:
a. Provide inspection certificate in each car, mounted under acrylic cover with frame
made from satin stainless steel, No.4 finish.
b. Provide top-of-car railings as required.
B. Simplex Collective Operation: Using a microprocessor-based controller, operation shall be
automatic by means ofthe car and hall buttons. If all calls in the system have been answered,
the car shall park at the last landing served.
1. Auxiliary Operations:
a. Standby power operation.
b. Standby-powered lowering.
c. Battery-powered lowering.
d. Automatic dispatching of loaded car.
e. Nuisance call cancel.
PART 3-EXECUTION
3.1 EXAMINATION
A Examine elevator areas, with Installer present, for compliance with requirements for
installation tolerances and other conditions affecting performance. Examine hoistways,
hoistway openings, pits, and machine rooms as constructed; verify critical dimensions; and
examine supporting structure and other conditions under which elevator work is to be
installed.
-~ ~., Revised 3/6/15 Contract No. 4020 Page 114 of 116 Pages
1. For the record, prepare a written report, endorsed by Installer, listing dimensional
discrepancies and conditions detrimental to performance or indicating that dimensions
and conditions were found to be satisfactory.
2. Proceed with installation only after unsatisfactory conditions have been corrected ..
3.2 INSTALLATION
A. Comply with manufacturer's written instructions.
B. Welded Construction: Provide welded connections for installing elevator work where bolted
connections are not required for subsequent removal or for normal operation, adjustment,
inspection, maintenance, and replacement of worn parts. Comply with AWS standards for
fabrication, for installation, and for qualifications of welding operators.
C. Sound Isolation: Mount rotating and vibrating equipment on vibration-isolating mounts
designed to minimize transmission of vibrations to structure and thereby minimize structure-
borne noise from elevator system.
D. Lubricate operating parts of systems, including ropes, as recommended by manufacturers.
E. Alignment: Coordinate installation of hoistway entrances with installation of elevator guide
rails for accurate alignment of entrances with car. Where possible, delay final adjustment of
sills and doors until car is operable in shaft. Reduce clearances to minimum, safe, workable
dimension at each landing.
F. leveling Tolerance: 1/8 inch (3 mm), up or down, regardless of load and direction of travel.
G. Set sills flush with finished floor surface at landing. Fill space under sill solidly with nonshrink,
nonmetallic grout.
H. Locate hall signal equipment for elevators as follows, unless otherwise indicated:
1. For groups of elevators, locate hall push-button stations between two elevators at
center of group or at location most convenient for approaching passengers.
2. Place hall lanterns either above or beside each hoistway entrance.
3. Mount hall lanterns at a minimum of 72 inches (1829 mm) above finished floor.
3.3 FIELD QUALITY CONTROL
A. Acceptance Testing: On completion of elevator installation and before permitting use (either
temporary or permanent) of elevators, perform acceptance tests as required and
recommended by ASME A 17.1 and by governing regulations and agencies.
B. Operating Test: Load each elevator to rated capacity and operate continuously for 30
minutes over full travel distance, stopping at each level and proceeding immediately to the
next. Record temperature rise of elevator machine during 30-minute test period. Record
failure to perform as required.
C. Advise Owner, Architect, and authorities having jurisdiction in advance of dates and times
tests are to be performed on elevators.
('\ fi Revised 3/6/15 Contract No. 4020 Page 115 of 116 Pages
3.4 cleaning
A Construction Waste Management Manage construction waste in accordance with provisions
of Section 01524 Construction Waste Management.
3.5 DEMONSTRATION
A. Engage a factory-authorized service representative to train Owner's maintenance personnel
to operate elevator(s).
B. Check operation of each elevator with Owner's personnel present and before date of
Substantial Completion. Determine that operation systems and devices are functioning
properly.
C. Check operation of each elevator with Owner's personnel present not more than one month
before end of warranty period. Determine that operation systems and devices are functioning
properly.
3.6 protection
A. Temporary Use: Limit temporary use for construction purposes to one elevator. Comply with
the following requirements for elevator used for construction purposes:
1. Provide car with temporary enclosure, either within finished car or in place of finished
car, to protect finishes from damage.
2. Provide strippable protective film on entrance and car doors and frames.
3. Provide padded wood bumpers on entrance door frames covering jambs and frame
faces.
4. Provide other protective coverings, barriers, devices, signs, and procedures as needed
to protect elevator and elevator equipment.
5. Do not load elevators beyond their rated weight capacity.
6. Engage elevator Installer to provide full maintenance service. Include preventive
maintenance, repair or replacement of worn or defective components, lubrication,
cleaning, and adjusting as necessary for proper elevator operation at rated speed and
capacity. Provide parts and supplies same as those used in the manufacture and
installation of original equipment.
7. Engage elevator Installer to restore damaged work, if any, so no evidence remains of
correction. Return items that cannot be refinished in the field to the shop, make
required repairs and refinish entire unit, or provide new units as required.
END OF SECTION 142100
(.'\
• ., Revised 3/6/15 Contract No. 4020 Page 116 of 116 Pages
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KEYNOTES
139' ELEVATOR LADDER PROVIDED BY OTHERS
140 ELEVATOR AND ELEVATOR EQUIPMENT
PROVIDED BY ELEVATOR MANUF.
The General Contractor shall provide the elevator
shaft, pit, pit ladder, pit light, elevator sill support, and
electrical panel to the room adjacent to the elevator
shaft. The Elevator Contractor shall provide a complete
elevator, including a hoist beam to be installed by the
General Contractor. The Elevator Contractor shall
coordinate their work with the General Contractor,
including coordination of shaft dimensions, electrical
requirements, and all other required information.
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ARCHITECTURE
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PLANNING, INC
211 LIN D EN AVENUE
SO . SAN FRANCISCO
CA 94080 USA
650•871•0709
GEORGINA
COLE
LIBRARY
1250 CARLSBAD
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CARLSBAD, CA 92011
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PROJECT: 14449-01
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ARCHITECTURE
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PLANNING, INC
211 LINDEN AVENUE
SO. SAN FRANCISCO
CA 94080 USA
650•871•0709
GEORGINA
COLE
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1250 CARLSBAD
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12/10/2014-
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1 1 3/a· /
I-1'-5 3/16"-t-1---------6'-8" PLAllF'ORt.!----------'--tl--,.---1
lr 6 13/16"_;{1 ~---------6'-11 1/16" DBG-----------1.
1'-0 3/16"-+---t-----------7'-6 1/16" 088 (REF)----------4...1--
1
1 3/lt" ry--y-y-y-y 'l
t-------------4,-r -8'-8" WAU. TO WALL_:...;rJ...-----------1
\.. .A J-.._.)_ .l.. .A ..). J.. )
1---------4'-9 3/16" --
@ lYP BUFFER LOCATION / SEE DATA SHEET FOR RfACTIONS
@ WlRE DUCT (SEE NOTE C)
{j) RECOM!.IENDED SUMP PUMP LOCATION (IF REQUIRED)
3
CAR
A -
1
MINIMUM
HOISTWAY
WIDTH
2 1
NOTES:
A. ENTIRE HORIZONTAl FRONT AND/OR REAR
HOISTWAY WALL TO BE t.£Ff FULLY OPEN AT tACH
LANDING -COORDINATE Willi KONE.
B. GOVERNOR TO BE POSI110NED WfiH illCTRICAI..
BOXES TOWARDS CAR SIDE AND ENCODER TOWARDS
FRONT SIDE.
C. TERMINATE WIRE DUCT 48" ( 1220] N3(Nf. LOWEST
LANDING. PIT l.AOOER TO BE POSJnONED DIRECTLY BELDW DUCT.
D. REFER TO TliE DATA SHEET FOR FURrnfR DETAILS
CONCERNING ALLOWABlE ct.EAR HOISTWAY
TOI.£RANCES.
E. MINIMUM CLEAR HOISTWAY WIDTli SHOWN. CONTACT
KONE FOR MAXIMUM ALLOWABLE CLEAR HOISTWAY .
F. ALL CAR AND CWT RAIL BRACKETS ATTACH TO
SIDE HOISTWAY WALLS.
G. FlLLER BfT HEIGHTS ARE BASED ON A COMPLETE
CAB INSTALLAllON
FlEI.D NOT£5:
1. E DIM FOR ElEV 1 = 9M48"
ELEVATOR: 1
FULL flLLER BIT HT (STEEL)TliiN: I,"
FULL FILLER BIT HT (STEEL)TliJ<: 5'-3 3/8"
APPRlMD BY
APPRfNf.J.. SPACE
PROJECT:
CARI.SBAD UBRARY
LOCATION:
ECOSPACE -I
ENG/ARCH:
<engineer>
CONTRACTOR:
CITY OF CARLSBAD
~~---4-------+----------~ ~~---4-----+--------~
0
1---
c
-
B
~~-----4-------+----------~ ~~~~. 7.~~.-+~U~~7N~O~.-+--~E®~~~ENT~~~.--~--
R ~~-----+-4--+--+----------~
f a~20~1~~~~~7~--r.TUC~--+---=PR=ru7~~~~
5 ~TE ~ B'f CK D£SCRIPT10N
lliiS INFORI.IATION IS CONflDENTW. AND REMAINS TH£
PROPERlY OF KONE INC. ITS USE, REPRODUCTION OR
DlssaiiNATION WITHOUT TH£ EXPRESS PERMISSION OF
I-----K_O_N£ __ 1NC_._IS.:_.:_STR____.:.ICTL--=Y--PRO.....::.....HI::.BITED....::...:...._ __ ~ A
GENERATED ON: M/17/15 I BY: n.o REV
UNITS: 010 I -
ORA WING I DESCRIPTION SHEET
M-0946679 HOISlWAY I of 13
1
0
-
c
8
-
A
T
4
. 0 I -,.,
'o I in
2
13'-0"
PIT FlOOR
-s·-o·
RAILSTACK
MAXIMUM BRACKEr SPACING -169"
4
I
I
2
13'-0"
3
*"-
n
-r
'o I Co
-r-
0
I
CAR MACillNE SIDE
RAIL SCHEDULE
n
.,.,
I
(o
1
0
CAR OPPOSED SIDE
LOCATION RAIL 1.£NGTH QTY
flUER RAIL
STARTER
2
13'-o"
.,.,
I (o
6'-10 1/4"
16'-0"
1
0
1
CWT MACillNE SIDE
n
.,.,
I (o
1
1-1-
CWT OPPOSED SIDE
-.· DENOTES CENTER UNE OF BRACKETS·.
BRACKET SUPPORTS ARE REQUIRED AT THESE POINTS.
3
2
T
2
4-
+
I
REFER TO KONE DOC.
USM$850001 FOR HOIST
\ 0£S<N DATA
\
.l
+
...0... t 0 l
u
IT
ID I
~
L...._ _____ _____J T fu
z ::::>
ELEVATION
SECTION A-A
CAPACITY: 3500#
0::
~
I FlOOR NUMI FRONT RfAR DISTANCE
I 1 I •t I 13'-0"
I 2 I 2 I
ELEVATIONS OR FlOOR MARKINGS OF THE
FOU..OWING MUST BE NOTED WHEN APPUCABLE.
DfSIGNAllON
t.WN ELEVAllON LOOBY
RRE SERVICE RETURN
ALTERNATt RRE SEJMCE RETURN
EMERGENCY POWER RETURN
APPR(M!) BY
PROJECT:
CAR1.SBAD UBRiffi'
LOCATION:
ECOSPACE-1
ENG/ARCH:
<enqineer>
CONYRICTOR:
CflY OF CARLSBAD
FlOOR MARKING
2
N/A
~~---+---4------4 ~~---4-----+--------~
R ~~----+-+--~4-----------~ ·~-----+-+--~4----------4 ~~~~~-+~~4---~~~--4 2 2015-04--17 -TUC PREUIIINARY
s MTE NO BY Cl< DESCRIPTlOH
THIS INFOR!.IATION IS CONF10001AL AND REMAINS THE
PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR
DISSOIINATION WITHOUT THE EXPRESS PERMISSION OF
0
-
c
--
8
KONE INC. IS STRICTLY PROHIBITED. A ~------------------~~--~
GENERATED ON:04/17/15 IBY:TLO
UHITS:010
DRAWING
M-0946679
I I OESCR1P110N I RAILSTACK
Rf.V
SHEEr
2 of 13
0
1-
c
B
1-
A
4
f-6' I I
rl:~.___~ ~
I 3'-6' I
':c
0:., ULC 1-1/2 HR. COmROL SPACE
W/SE!.f-CLOSING, SElF-LOCKING
DOOR {BY OTHERS)
--
ADA EGRESS J6' MIN.
AT A POINT Of CLEARANCE
HAU.WAY WAU. +
RE¥01E CONIROw:R CL0$1' PLAN VIEW
CLOSET SIZE MUST BE loS SHOWN
LOCAT£0 AT fLOOR •1
~('~~
~ HOISTWAY WAll
ELEVATION AT TOP LANDING
4 1
CONTROL
CLOSET
~---
3
3
2
6"Wx6'H CliTOliT REQUIRED 6"Wx6'H CliTOliT REQUIRED
fOR WIRE DUCT (BY OlHERS) \ fOR WIRE DUCT (BY OlHERS) \
-~~,~~~~~~~~~~~~~~~\~\
\ \ \\=========t
\\-----...< \~,:u:~
~ • :t:
00:: ~§
4-
t
~~
'--.-t'---
r;-:;:1 1'--IAAJN POWER DISCONNECT ~ (BY OTHERS) TO BE
EBO
,u--------u
XFMR
E
r \ ~
E
"Qg
TOP LANDING
-
1'---
MOUNTED EVEN Willi
FRONT Of COmROLLER
1'---cAR LIGHT DISCONNECT
{BY OTHERS) TO BE
MOUNTED EVEN Willi
fRONT Of COmROLLER
\_nooR
EIEYATION AT CONTQIJ.ER
RAILS
I;;
3 "' ID
~ LJ~ ~ s
1-s "" G a: ID ~ u ..... z J: t:; ~ l__.r "" ~ '(...
~ ID :::-
~ Ill 8~ :::-I "' Ill ~~ I
.:.,~ "' ::> 0 :IE
I
~ 4-
ELEVATION V1EW"
SECTIOH A-A
2
.... 0 0 ~ 0:: .... :t: 0 ~ ~
t:; ~ ~ "" 0 i z u ::>
0 ':v . I I :; ;., ;.,
.... I -
I
0
c
APPRCM:D BY
N>PRCNM.. SPACE
PROJECT:
CARLSIWl u~ B LOCATION:
ECOSPACE -1
ENG/ARCH:
<engineer>
CONTRN:TOR:
Cf1Y Of CARlSBAD
u M !
I M r 1-
0 ITEW NO. UlfT NO. EQUIPIIOO NO.
R E v I f 0 2015-04-17 -1\JC PREUI4tiARY N s t\I.TE NO BY CK OESCRJPllON
llfiS INFORMATION IS CONflDEiffiAL AND REIAAJNS llfE
PROPERlY OF KONE INC. ITS USE, RfPROOUCllON OR
DISSDoliNATION WITHOUT llfE EXPRESS PERMISSION Of
KONE INC. IS STRICTLY PROHIBITED. A
II II
GENERATED OH: 04/17/15 I BY: TLD RE.V
UNITS:010 I -
DRAWING I DESCRIPilON SHEET
M-0946679 COtffROLLER 3 of 13
1
D
1-
c
B
1-
A
4 I 3 t 2
KONE TO PROVIDE THE
HOISTBEAM & LIFELit4E
BBEAM . BUT TO BE
PlACE YELLOW UNE AT CENTER INSTALLED BY OTHERS I OF HOISIWAY l£fT TO RIGHT -
I
0946679-010 v I ~ 1--0 ~ El.£VATOR 1
3500# ~
@ v ~ ~ 1H·
/ I ..L_ r') . 1\ \ \ _L 0 -t ~//////////~//ffi07/7/.
@ \_ 4x4 TUBE STEEL D
BUILDING LOADS FOR HOISTING BEAM & TUBE STEEL SUPPORT
FOR ADJACENT HOISlWAYS COMBINED LOADS ON A COMMON STRUCTURAL SUPPORT
SHOULD BE TAKEN INTO CONSIDERATION.
R.EACTlONS SHOWN BELOW ARE FOR THIS El.£VATOR ONLY.
PLANVIEW IS AT TOP OF OVERHEAD LOOI<ING DOWN ON THE l.lfAMS
ALL U-BOLTS HANG DOWN TOWARDS THE Prr FLOOR
SEE BRACKET SHEET FOR THE El.£VAT10N OF SUPPORTS
I VDmCAl FORCES" (1bf) ~~[5~0 1.:40 I~ I~
•REACTIONS A AND B ARE SIZED TO SUPPORT THE I.IAXIMUM WORKING LOAD
OF THE INSTALlATION HOIST. REACTIONS D AND C SUPPORT FALL ARREST
UFEUNES PER OSHA MINIMUM SUPPORT LOADS. REACTIONS A & B MAY
BE CONSIDERED TO OCCUR SEPARATaY FROM C & D.
I
\\==, I[
BEAM CUP BEAM REST
..
~ \ l . · ..
\=,==::;::=U • . . ~ . .. ~
-~L-
BEAM POCKET
~ "® L.~ H
V////////////////////////~
GUIDE RAIL REACTIONS*
FOR ADJACENT HOISlWAYS COMBINED LOADS ON A COMMON STRUCTURAL SUPPORT
SHOUtD BE TAKEN INTO CONSIOERAllON.
REACTIONS SHOWN BELOW ARE FOR THIS EU.VATOR ONLY.
I NON-SEJSIOC Rf.ACllONS I
BRI<TS lro{E TOPiotOST LANDING -BIPACT LOADING REACTIONS (lbO
RfACTION I..OCAliON I A I 8 I c
X DIRECTlON I 1290 I 290 I 50
y DIRECllON I 480 I 1250 I I 00
WAX O£flECTlON NOT TO EXCEED 0.125" DUE TO APPUEO LOADS
BRI<TS BELOW TOPMOST l»>DING -RUNNING ROCTIONS Clbfl
RfAC110N LOCATION I A I 8 I c
X DIRECTTON I 340 I 290 I 50
Y OIRECllON I 220 I 120 I 100
W.X DEFLECllON NOT TO EXCEED 0.125" DUE TO APPUED LOADS
•Governor system related loads ore included in the ran reactions.
I SEISMIC REACTIONS
ALL BRKT lOCATIONS -SEJSWIC LOADING (lbf)
RfAC110N I..OCAllON I A I 8 I c
X DIRECTION I 1600 I 1200 I 700
Y DIRECllON I 1400 I 1000 I 1300
WAX DEFLECllON NOT TO EXCEED 0.25" DUE TO APPUEO LOADS
•ORTHOGONAL REACTIONS DO NOT OCCUR SIUULTANEOUSLY.
•Governor system related loads are included in the raa reactions.
PIT FLOOR REACTIONS** I ~eli. f'ORC6 ONTO PIT FLOOR (lbf) ~CTIONI..OCA~ I 13~ I 6:00 I ~ I 11~ I 1s!oo
•<VER11CAL REACTIONS A 8 & C OCCUR Slt.IULTANEOUSLY. VERTICAl.. REA~S D & E
OCCUR INOMDUAU.Y AND SEPARAffiY FROt.l A B & C.
SEISMIC DESIGN CRITERIA
BUILDING CODE: IBC
A'ITA:cm~rT DET • nco DESIGN CATEGORY: D
flMLU.!W+) ,....,------,,...,...--~-:-:---:-::--L---:-----:---. COMPONENT lt.IPORTANCE FACTOR 1
the rail bracket locations are dependant L-----77 sDs '9
on the SDS #.Please provide
4 I 3 2
I
I
1
D
I-
c
-
PROJECT:
CARLSBAD UBRARY
LOCATION:
ECOSPACE -1
ENG/ARCH:
<enljineer>
CONTRACTOR:
CITY Of CARI..SIW)
~~----~------~--------_, !~----+-----+---------~
i~----~~-+-+----------~
·~----~~-4--~--------_, '~~~+-~+-+-~====~~ = 2015-04-17 -1UC PRElJt.IWoRY
s MTE NO BY Cl( ~
1HIS INF"ORt.IAlJON IS CONAOIEN'IlAl. AND RDWNS THE
PROPERlY Of KONE INC. ITS USE, RfPROOUCTION OR
OISSEliiNATION WITHOUT THE EXPRESS PER\IISSION Of
B
1--__;.::KON:.:..:=.E...:.INC...:.·:....:IS:.....:.STRICTL:....:·:.:..:..:.:Y:....:PRO...:..:.:..:HI.:.::BfiED=.:....· -~ A
GENERATED ON: 04/17/15 I BY: TID Rf.V
UNITS:010 I -
DRAWING I DESCRIPIION SHEET
M-0946679 REACTION 4 of IJ
1
D
-
c
-
B
1-
A
4
I
I
l
I 0946679-010 ELEVATOR 1
I J50of ~
jif1 ,.._
(I)
I n
__l
V///////////////.////#///~
BRACKET ATTACHMENT LOCATIONS
I 15 I r r-~------;------:1 1 <lO I I I ......_ I j I _L~ T--:--Tj"'
: o 1 o: I I
L--------t-------J
~
I 15 I ~ ~--------t-------1
~-y-o--,---+
--L_ _______ r ______ j
I INSERISISTW.
KONE SUPPIJED BRACKET FOOTPRINT AT POINT A (COMBO BRACKETS)
17 5/81
l__ r-----+-, ~-t--1+ -t t
(I) I I : I L _____ T_J
INSERTS/STEEL
KONE SUPPUED BRACKET FOOTPRINT AT POINT B (Clfr BRACKETS)
1113/41 j__ r _____ j ______ ,
+ I l I ~ -t-()-+--Go-+-
• I _j I I L-----1------~
~
1113/41
j__ r-----t-----, + I I ~ -t ~-+--Go-+
• I t I I L----____ _,
INSERTS!SIEEL
KONE SUPPUED BRACKET FOOTPRINT AT POINT C (CAR BRACKETS)
4 I
3
3
t 2
-fi":f2a-fflj --24'-7 1/2" EL
~-fflj --19'-5 1/4" EL
[2]
~-HZ --.-13'-o" EL
~-m --4'-s" EL
~-f"R --(-1'-9 1/2") EL
SECTION A-A
BRACKET ELEVATIONS ARE AT THE CENTERLINE OF
BEARING AREA OF WALl FASTENERS
2
I
D
24'-7 1/2" EL ----fH.t
19'-5 1/4" EL --r--fHj--
I
[2]
EL.f.VATIONS BELOW TOP LANe ARE
THE SAME AS SECTION A-A
SECTION B-B
BRACKET El.E.VATIONS ARE AT THE CENTERLINE OF
BEARING AREA OF WAll. FASTENERS
APPR<M:D BY
N>f'R{NAl SPACE
PROJECT:
CARLSBAD UBRAAY
LOCATION:
ECOSPACE -1
ENC/ARCH:
<engineer>
CONTRACTOR:
CI1Y OF CARlSBAD
c
B
~~----+------+-----------4 {r------+------+---------,
~~-----+---+------4_
~r-~~~~~.-+~u~~N~~-+-~Eoo==~~orr~~~---,
11-il$ INFORMATION IS CONflDENTIAL AND REIAAJNS THE
PROPERlY OF KONE INC. ITS USE, REPRODUCTION OR
DISSEMINATION WITHOUT THE EXPR£SS PERMISSION OF
KONE INC. IS STRICTLY PROHIBITED. A ~----------------~
GENERAliD ON: 04/17/15 I BY: n.o
UNITS:010
DRAWING
M-0946679
I
lDESCRIPTION
BRACKET
REV
SHEET
5 of 13
0
1-
c
4
El..E.VATOR: I
RATED CN'ACITY: 3500LB{I588KG)
RATED SPEED: 150fPM(D.75MPS)
PlATFORt.l Stw>E: PASSENGER
ClASS Of LOADlNG: PASSENGER
COOE: A17.1 2004
NO Of LJ,NotNGS: 2
NO Of OPENINGS: 2
OPERATION: SIMPLEX
MECH. POWER REQUIRED: 6.8KW(9. IHP)
CONTROLLER/DRIVE TYPE: KCM831 W/KDM-.wA
t.IACHINE/t.IOTER TYPE: MXI4/12G81-3
EST WT MACHINE W/MOTOR: 1170 LBS
RATED MOTOR OUTPUT: 6.8KW(9. IHP) -56RPM
RATED CONTROLLER OUTPUT: 9.0KW(12.0HP)
SUNG: SFC-NA
EST. CAR WT.: 2502 LBS
CWT GUIDE TYPE: SLG10
CAR GUIDE TYPE: SLG1DA
CAR SAfElY: SGB01-"NPE B
CAR GOVERNOR TYPE: Ol35
EST WT INCL 50~ ov'BAL: 4249 LBS
CWT SAFEl)': NONE
CWT FRAt.IE TYPE: CWT3PS
MIDDLE WEIGHT WIDTH: 10 7/8"
FROtfT DOORS: SINGLE SPD -RIGKT
RfAR DOORS: N/A
ltfTERlOCKS: AMD
HOIST ROPES: (6}10mm
ROPING "NPE 2: I
CAR GOVERNOR ROPE: 9.5mm
COMPENSATION: 2 0 1.5 1.8/FT
CAR BUFFER TYPE: POLYURETHANE
CAR BUFFER STROKE 2.5"
CAR BUFFER Q"N: 2
CWT BUFFER TYPE: POLYURETHANE
CWT BUFFER STROKE: 2.5"
CWT BUFFER Q"N: I
CAR GUIDE RAllS: I 5 LB/FT
CWT GUIDE RAILS: 15 1.8/FT
fj'("'("(y-y-y-'(""''(""'~"'
ELECTRICAL I -<
t.IAXIMUM AllOWABLE VOLTAGE VARIATION IS +/-lOX l A >-KONE CALC THE FOllOWING FOR THIS ELEVATOR DUTY
8 NAMEPLATE AMPS: 42 I ) >.-t.1AX ACCEL At.IPS: 53 I ...(
>-PROTECTION DEVICE REQUIRED PRIOR TO INSTALLATION ) >-t.1AX t.IOTOR BRANCH SHORT-CIRCUIT PROTEC110N IS )
UL CLASS RK I FUSE (AMP): 60
I
( TRANS RATED VOLTAGE: 208, 3 PH, 60 HZ A
>-SUPPUED VOLTAGE: 208 -<lf(::..-----r.....,.z}---1PLEASE >-CONFIRM
( HEAT OUTPUTS ARE )
(>-CONTROl/TRANS: 1.5KBTU/HR(0.44KW) ...( VOLTAGE
>.-1-t.IACHINE/troTOR: 1.5KBTU/HR{O.W<W) ) c J....A..\..A.A.A~r-)
A
FLOOR. CAB & DOOR WEIGHTS
EST WT. IS BASED ON A FINISH FLOOR THK Of
1/2"(13mm) If THE ACTUAL CAB & FLOOR WEIGHT
DEVIATES, THE EQUIPIAOO MAY NEED TO BE REVISED
EST CAB WEIGHT: 2392.0 LBS
EST FlNISH FLOOR WEIGHT: 3.0 LBS/FI2
EST FLOOR TOTAl WEIGHT: I 10.0 LBS
CAB & FLOOR WEIGHT: 2502.0 LBS
MOVING MASS Of DOORS: 238 LBS
4 I
3 t 2 I
3 t 2 I
~ HOISIWAY
+I" +I" -o· -o·
PLUMB UNE
1\
1\
HOISIWAY TOLERANCES
SECTlON A-A
APPRWAL SPACE
PROJECT:
CARI.SflAD UBRARY
LOCATION:
ECOSPACE -I
ENG/ARCH:
<engin~>
COKJR..ICTOR:
Cf1Y Of CARlS8AO
~~-----+------~----------~ t~----~----~------~
0
c
8
~~-----+------~----------~~ ~~~~~~~.-+~~~~~-~--~E~==~orr~~~.--~
• !r------+~--r-~----------~
1HIS INFORt.IAJION IS CONf1DENTlAL AND REMAINS THE
PROPERTY Of KONE INC. fiS USE, REPRODUCllON OR
OISSOoiiNAllON WJTHOUr THE EXPRESS PERMISSION Of
KONE INC. IS SIRICTLY PROHIBITED.
GENERATED ON:04/17/15 IBY:n.D
UNfiS:OIO
DRAWING
M-0946679
I I DESCRIPTION I DATA
Rf.V
SHEET
6 of 13
A
0
4 I
PURCHASER TO PROVIDE THE FOLLOWING IN ACCOR!WlCE WITH CODE REQUIREMENTS
GOtJW.
1. PROWl£ Slm:IOO ON-SITE REfUSE CONTNHERS FOR THE ~ or THE ElfVATOO P.ICKIIG IIATERW.. Slru.D SIJfF1CIENT
COIITAIIf:RS NOT BE PRMJED, Tl£ RfliOYAL or Tl£ ElfVATOR PJCIGNG IIATERW. SIWJ. BE<XIWE THE Rf:SPONSIBlJTY OF 01l£RS.
2. PRMlE RlR1QIFT FOR KOHE'S fXCLUSM: USE Mit«: THE Ult.lWll«< OF THE BlYATtXl AT TilE or OEI.MRY.
3. PRMlE NlY CUTOLJTS to ACC(W)()AT£ n£ BlYATOO EOOI'IIOO (SEE NOTES BELOW).
4. PRMlE AAD fjSJN.1. f'NSI£D BlYATOO CJ.B f'I.OC»1!t«l. OWNER WUST PROWl£ CERIR:AllOH THAT F1..000lHG MEETS RAilE SPR£AD
Nil 510<£ DEHSITY REQI.ftlfHTS. (ASME A17.1j('};A fl4.4 SEC 2.14.2.1)
5. f'R(M)[ PERIIAifHT El.f.VAltR LOOBY IJ;IffiHG, CEIJHG »D FLOOK PRKR TO IHSI'£l:ln'l llo\TE.
6. 0WN1R IIUST PR<7M CERTf100Ul (ro Tl£ BlYATOR NSPmOR AT 111£ OF ltiSPECOON) THAT OWNEIHiUPI'liD ELEVATOO
IIII!IDl FHSHE5 1m~ SPREAD N«l SIIOKE OOISflY REQtR.1(HIS. (ASME A17.1/f15A 84-4 S£C 2.14.2.1, ISME A17.1/('};A
1!+4 S£C 214.1.8, ASME 7!J7.1/ CGS8 12.1 IN ~
7. f'R(M)[ cunt«;f COOING or N.J. crotNCS AND P6£IRAOONS REQlRD TO IHSTN.l. IW.l. PUSH WlTONS, SIGNAL F1X1URES.
WIRING DUCT Nf) PIPING, AND !rn.'fS. stm'ES WU BE R£.QIARID IN THE OOS'IWAY WAll FOR 001 BlYATOR.
8. f'R(M)[ ANY I!EPAIIS SUCH AS GROUllNG, PATOiiNC N«l PAMI4G IWlE HECESSN!V BY SUCH CUTTM:/ COOt«:. f'R(M()[ FilE
~U<IHG AROUIIl All f1XIIJRES AND AS HEEOCD TO SAllSfY NfPA 70 NmCif 300.21, 00 NlY ~ LOCAL eeoc
9. PLEfSE NOTE THAT NOHE or THE BlYATOO OlNlOOS ME WfATHfR-PROCf AND THAT n£ ELEVATOO EH1RAHCfS 00 ~T SEAL THE
OOSTWAY FROII liCI£IoiEHT WfATHER. THE OOllE ELEVATOO Nil COOT«X.S liUST R£11,111 PROfECTED FROII ll«:tDottO 'ti£AJliR AT N.L
lliiES.
StfflY
• -10. PROYilE ADEQUATE. ROll-ABLE ACCESS INTO THE 8IJI.DIIG fOR DO.MRY or THE ELEVATOR IIATIRW.. CLEAN, SNE, S£CURE AND
tXlY SltRAGE IS REQUml NWCENT to THE OOSIWAY Y«TH IIIH!IIUII '!PACE OF 20'X 20' [6lol X 61o1) PER El.lVATOO, 00 AS
SPECftll BY KONE R£l'R£SOOATM:: JT X JT (.JI X _II)
11. PROYilE FREr-Sl'N«llt«l, REWI'ABI.f. ~-c~ llAAR1Cirei CN'.Iru or IWIHSTN«>t«l 2mB (890N) or FORCE IN All
DIRECI10NIS AROI.tl> N.J. ~y OPENIIGS PfR OSHA 29 CfR 1926.502, AND/00 NlY APPI.JCiaE LOCAL COO£.
12. PROYilE AHO INSTAll FUl-<XMRING ENTRY I'ROTEcnoH, WADE or H'1l.JlH IIESH 00 RfH'ORCED PIASI1C. AT All OOS'IWAY OPENINGS
TO PRf.WIT IIATERW.S 00 T<XXJHG FROII FALJJHG INTO TH£ BlYATtXl SIWT OOK INSTIUAllOH PER Ft:OOW.. ~ RE~
l.lS1tD IN 29 CfR 1926.502(J). IN <:JlOOI., WHERE RE<XHD BY PR!MHCIAL REGllAOON, ENCI.OS£ lHE FRONT or THE OOSTWAY
WITH RfliOYABLE tnlmt«l OR SCREEMHC TO PRE't{I(T IIATERW. FROII fJITEJK lHE OOS!WAY. OESICN .00 INSTN.l EHlR}.HC[
PROTECOON IN SUOl A WAY IS ro Nl!1f QUICK ACCESSI!llTY li N«l OOT or Tl£ H<lSTWAY.
13. PROVOC 1'Ml {2) lJffiJHE ATT~ AT THE TOP, FRONT OF THE HaSTWAY. 001 IIUST BE CN'NBLE OF Y«lllSTAN!*G A 5(XX) LB C [2250 KC]LtW> PER ~ 29 CfR 1926.502, OR ANY APfltJCNli LOCA COil£. FOR loiA()I£-ROOW-l.ESS ~ PIKMIJ£
ATI.ICHIIOOS IS D£SCRHil NJ:Nf. 00 INSTAll KONE-PRMJED 4' X 4" X 3/8" (1tnlll X IOOIIIol X 9.6lollol) TUBE STEEL IJffiJNE
IINil IN THE BlYATOO I«XilWAY MHJD 10 INCHES {254 Ill) FROII FRONT or OOSTWAY TO CENTER LINf. WITH OOITOII or
Lf8.K BEAll AT SAllE BlYA'OON IS OOITOII or HaSIIiG HIFJM. l.FElH: Ml STEEL SUPPLIED IJI' K!H BY REQUEST AT ~
lro'OONAL COST ON US INSTIUATlONS ONlY.
B
14. PROYilE P~ UGHJNi IN All DK AREJS AND ST~YS. t«:t.Lm; J£CfSS TO N.L FLOORS NfJ watNE troiS PER OSHA
29.crR1926.1052 m NlY APfltJCNli I.OCAl COO£.
15. PROYilE AHO WI4TAIH 6-FOOr (1800 1111) ClfNl DK AREA IN FRONT Of All ENTRANCE IHmiGS PER OSHA 29.Cf'R1926.502 OR
N« N'ttrJa.£ I.OCAl eeoc
HOISJWAY
16. I'ROWI: A ClfJfl NfJ PU.IIII OOSTWAY or ~ZE SHOWN ON NlPRCMD KOHE flW. lAYM DRAWINGS. !Kf V~TIONS FROII THE
DET1ID OOI0010NS IIAY HOT fXCEED 2' (50 1111] GRfATER AND IIAY NOT 1£ lESS THNl THE CLEAA OIIEHSIOHS DETAILED.
(IOI.£JW«<: -{)' + 2' [-{) 1111 +50 wn.
17. PROYilE H()IS'fMY YEIIlllAOON P£R <m: REQUflfl(HJS (EG, IOC SEC 3004.1). FOR PROPER ECQ'IIENT CftRAJD\ ll£ IW:III£
SPACE IN IW:III£ ROOW OR AT THE TOP OF THE H~Y WST WlfTAij A TEMPERATURE BEIWEEH 41' f (S C) AHO 10f F
[-IU Cl llmlJII N.LOWEil IUIIJJTY IS 95l ~.
18. PROVOC FOR INSTH.J.AOON or HaS1ll«> I-BEAII IN THE BlYAltR OOSIWAY <MJKAD PER THE KONE fiNAL LAYOOT tXlAWINCS.
BEAll stmJEll BY KONE lK£SS OTifRW& l«mD ON THE lA'IOOT DR.Qlt«lS.
19. PROVOC ANY PARTTOONS BEIWEEH WIIOII OOSJWAYS F N'!'lDili.
20. II CASES WI£RE IWI'I£ El.f.VAltRS Nf: li A COIIIIOH OOSTWAY, N«> THE COt»>TERWEJGfTS ARE l.()('AJID llE1WfiN BlYATORS, THE
OOJlE l.Et«lTH or COI.tiTERYOlHT RIMIAY WI& 1£ Q..WIOED. THE OOWl SIWJ. EXTOO AT LEIST 6 IID£S {1 ~ 1mZOHTAU.Y
BE'IOO fACH COUHTERWEJQ{f RAIL THE OOWl SIWJ. BE IWlE f'ROII WRE-161 IIATERW. EOlW. TO OR SJRONCEJ! THAN .048-KH
OWiiETER lllRE 'M1ll OPENINGS HOI' fXCEmHC 1/2 KH (13111), SEamY f'ASTEJ£D TO KEIP THE ClW!D TAUT N«J PtUIIB. {fSME
A 17.1/('};A 8+4 : §3141.7. COOAL REQUIREl(NTS.)
21. OH API'UCATIONS IHRE MlRKIIG I'I.AllmiS ME REWRED, HIIG I'I.AllmiS PRo.tlfD SWil COIIPLY WITH THE REQIIRflfJITS OF
n£ et.mJIT ASME Al7.1 / CSir-8+4 COOE E0010H IN EFFECT AT THE 1111: OF INSOOATION »D /00 ANY N'PUOO! I.OCAl COO£.
22. PROVOC Nlf.QUATE SIJ'IWI FOR Glll£ RAt.. iRmTS FROII PIT Fl.OOO TO THE TOP or THE OOSTWAY. LOCATE RAt.. 8IOQI«; PER
KONE RIW. N'PR<MD lA'IOOT DRAWII«:S. WIIH IIAXWI BIOO(£f SPAN IS EXCEIOOJ, lrollJHAl. sm>oRT SWil BE PR!MilED AT
f'\RH\<lJ!'S EXPENSE. N« 8f1}£1([1' IIIOtMI1NG SURFACE THAT IS 1«11' IN Ul£ WITH Tl£ <lfN! IDSTWAY IJDSIOH IJ£T.II.ED CJI Tl£
N'PRO'I{J) KONE FM. lA'IOOT llRAifi«)S WAY lfiO TO 1£ cxm:r:TEll 10 1m n£ PROPER alll&lN AT PmCIWEl'S EXI'9fSE.
23. f Gll)£ RAl IIWmS ARE TO ATT.ICH to SliD. 0011£ N.L IJI.ICI(fiS ARE INSTAllED PRIOO TO IJIPL)I«; Fl!fi'ROIDIG 10 THE
SliD.. OTifRW1SE. Rfl«7iAl NfJ R£N'I'IJC400N OF FHPROOFI«l Yll. BE AT PURCI'o\Sf.R'S ~
24. N.L (ffS£IS. I..EIXB 00 PRWECT$ wmtiiTH£ IJ()ISJ'MY GREATER THAN 4 tm:s (100111) lllJST 1£ TN'OOJ TO NOT LESS THAN
75 lmfiS (/I."JE. AI7.1/('};A 8+4 S£C 2.1.6.2). IIAXIIJIII..EJ.JOC 00 I'I!M:Clnl IS 2 IHCI£S (~ II OO'OR* AND lliSTRM:T or ro.lii!IA.
_ 25. F <XKRETE ILOCK \Wl. CONS1RUCI10N. REFER ro THE N'PR<MD KONE f11W. N'f'R(MJ) lA'IOOT IJR.&IIt«lS FOR PROPER tiSW!AOON
A
or RAl 8f1.ICKET ATOOIIEIIlS. INSERTS PRMID BY KONE liiESS OllfR'tiiSE NOTID OH THE N'f'R(MJ) KOHE f1W. N'f'R(M])
LAYOUT mAJit«lS. INSERT TYPE lolJST BE N'PR<MD BY KONE. COI«:RETE wroflY UlfiS. IIOOTAR AND GROOT. SIW1. C(H'{)RII TO IOC
2000 00 N« N'I'Wa.E I.OCAl CODE. caaETE IIASOIIRY Ulf1S SIWl. HA'tf: A WNIUI COIIPilSSM: SJm(;lH OF 1500 PSI {10.5
!FA). IIOOTAR AND GROOT SIWL HA'tf: A IMIUII COIIPRESSM: smENCill OF 2000 PSI (13.8 !FA).
26. IWJia FOR ENTRANCE WAILS TO BE COHS1ROCIID AT THE l1IIE OOOifR.IMES NfJ SUS ARE INSTAllED TO FIOLJTATE TliiEI.Y
INSI'IUAOON or HAll FlXI\ft FACEl'IATES. ENTilE FRONT WAllloiUST BE LEfT OPEN AT TOP AHil BOlltlol lN«llt«lS UH1l. ELEVATOR
EQIJII'If:NI IS tlSTAllED. IKT£Riflli\TE LANat«lS IIUST HA'.f: ROtQi OPENINGS OF THE SIZE NlO l.()('AOON SHOWN ON KONE FtW.
N'PR<MD lAYOLJT DR.Qlt«lS TO Nl!1f INSTIUATlOH or EHTfiNICES. All ~ 0P£NNCS IIUST 1£ AI.DIED 'tU1lCII.J.Y.
NJ:OOATE SUPP® FOR EHIIWICE ATT.aaMJIT POIITS SWil BE PIKMOfD AT All I.NUIGS. N« IINilf. Sl'ONE 00 SIIILAIR WN.L
IIATEIK IIUST BE PREPARED AFTER THE ENTRAHCE fRAIII£S ME INSTiillD. PR<MOE <XmiOOR lN.'S FOR ANY lloiRIU OR ?Sf{OAf.
FNSI( WAllS.
27. I'ROWI: BlYATOO lJ.llliNCS SUITAIBLY PREPARED TO ACCEPT ENTRANCE SILL INSfiUAllOH PER KOHE fM lAYOUT DRAWINGS.
GROtlllHG TO BE DOH£ BY ~ NfTER SUS ARE IHST,IillD. NOJE: J'R.IOOIOtW. AHGtf 00 ~ SU SUPPORT IS NOT
REQIJRID.
21!. PROYilE FHSHID-A..OCR HOOlT MARKS 'IISI!I.£ FROII OOSIWAY OPfJIIGS AT Alli.NO«lS. Pl,ICIHG FLOOO IIDif IIARK <»>
OOS'IWAY WAU. IS OESIRAil.E. COWPLETE 'CONIRACTOO '.{Rif'tAOON RlRII or SILL TO SILL lllGI1S AND RDIOTE IIHlH: Pflt«l,' COHSlT!-{)7--()675. .
29. 1ft: SflMCE ACCESS ELEVAltRS PER <m: REQI.H1IOO (IOC 406.3.1) SWil BE PROWl]) M1li OOSTWAY lJGH1I«: PER CODE
REQtM!EIIEHT (JJC 3007.6.2). THE ttaSTWAY UGHTINC SIWl. IJ.IAHTE THE ENTI!E IOliiT or THE OOSTWAY /<liD SWil BE
l.()('AJID SUOi THAT JT OOES HOI' INIERFIRE liiiH THE OI'ERAT10H OF THE BlYAlOR 00 REDUCE N« (l.f.WHCES I£UM AI'PI.JC4BLE
COOE REQIJRfllNTS. (N'PlJrla£ ONlY IN JJRISOIC'OONS EHFORaHG THE 0: !llDINC COOE)
3
4 I 3
t 2
30. f'R(M)( SUITiaf l.GlltiG FOR loWltNE SP.ICE llliH UGifr SWI1tll l.()('AliD N THE OOS!WAY <»> 11£ ~ .w4l SIDE Of' lOP
lND«lllOOR WHERE I'PJC'I1CIL ll.IJM~OON TO BE EOOVIUNT TO 19 RJOT-rJ.truS {20CX.X) AT IIACIH: {AS\IE A17.1/('};A 84-4
S£C 2.7.9.1) [sa: l«lTES 29A & 298)
31. If ll£ COOT«X. SPN:f. IS l.()('AliD f6IJTE FROII THE ELEVATtXl HaSTWAY Ta' lN«JJ«; THE FOO.OWING IIAY N'I'I.Y:
A. IF APPWillf, I'ROWI: IWliiE srta: NmS DOOR or THE SUE AHil .II THE l.()('AllON SHOWN ON THE KONE f1IW. lAYOUT
ORAWII«:S. Tl£ NmS OOOR SIWl. BE SECliD ~ l.fKII.IrnORIZfD li.XfSS. JT SIW.l. 1£ SE!F-Q.OSH;, SE!F-uJCI<t«: »D
OPERAIII FROW Tl£ IIGJE WliWf A KEY.
B. PRIMDE SU!TI&E U:HTIIG IN OR N1JiE THE II/CHINE SP,ICE KXfSS IWIH UGifr S'lllTtH l.OOOID WllliiN 18" [ 457 1111) or SllM
.will SIOC or J£CfSS SPN:f. OOOR WllRE PR.ICOC.lL WIEN PERIIIT1ID BY STATE AHO I.OCAl COOE THE LX>HT S\lllai SHOOID ALSO
CONTROL THE IIACHHE SPACE llGH11NG.
C. <XlNlUCit»!S »D !'AllES l.OOOID OUISilE or THE ELEVATOR HOISIWAY, 111011£ SPACE AHil COh'IRQ '!PACE. THAT PRCMJ£ HalWol.
00 SWilBY ~'!MER, CAR lJGH1I«: POWER. CAR YEHilATlON POWER. CAR H£Alll«l POWER. CAR Ill CONOOKlNHG POWER. COORQ
SIGIWS, COIMJtlrAOON liiiH THE CAR AHD FlR£/HfAT-ooEC'IVlC SYS1tiiS CONTROl SICN.ILS TO flRE SEJMI liXfSS BlYATORS,
SWil BE PROTECliD BY COHSlRUCilOH HA',M; A FM-RrnSTNQ: RAliHG or HOT lESS nWl 2 HOlR). {APPtr.NII ONlY N
.AJRISOCllOHS ENFOOCIIG THE JJC BUWt«l COli 00 N« N'PU~ I.OCAl C00£5.)
32. PRIMJE N«l INSTAll lfCI-lm: RECEJITACI.£ l.OOOED AT IUDIN£ N THE TOP or THE OOS'IWAY 00 IN IIACHii£ ROOII IS
N'ttrJa.£ {NFPA 70 ~ 620.85 00 CEC lmn£ 38.85 WHnmR IS NlPlXAIU}.
33. f'R(M)E »D INSTAll WIT s.TCH l.()('ATID AT WMJAL lfW([ REIIAS£ LOCAllON: IIAY ALSO BE REQlHll IN COH1ROI. '!PACE PER
LOCA JURISOCI10H.
I
34. WHERE A SIH<li ELEVATOR IS INSTiillD IN A l«llSlWAY AHO A PORilOH Of THE TRA'IU. EXlOOS HIGifR THAT 11lol {36 fl.)
BEIWfiN EII'I'PJ.Iro (SIHGI£ BUND OOSIWAY). EllfRGENCY OOOR{S) ltiUST BE PROVOOl. EJ.IfROO«:Y DOalS AHil THEIR B..EC1RIClJ.
CONT1CIS SIWJ. COiflY YI11H THE CURROO fSioiE A 17.1 /CSir-8+4 COOE EDillOH 1H EffECT AT THE lliiE OF IHSTIUAOON NlO/OR NIY
NIPI..K'Ja.£ I.OCAl COOC. AS\IE A17.!/('};A-IJ4.4 SECilOH 2.11.1.2 aMRS 'EliERGOCY DOORS IN !UlO HOISIWAYS" »D SEcnOH
2.261 CMRS "EllCTRK:J.!. PROTEClM rom". fACH Ell:RGEHCY OOOR MUST BE f'R(MOfD llliH AH ELECTRICAL CONT,ICT WfiH
IIHIJrull IA.j('};A IIllA A300 RATIIG SUIT.Iru FOR US£ IH A 2YJI.IC 0 3 ~p ORCOO. CONSIJ..T KOHE REI'Rf.SOOATM: IF THERE ARE
ANY QUESJml CONCERNlt«l THE COOE REOOilEIIOOS.
PIT
35. PROm£ A LEGAL, tXlY N«l CU'NI I'll', llJI.T PER KONE flt.W. lAYOUT DRAWit«lS. PIT SIWJ. BE IDfllRCID TO Sl.ISfAIH 'vOOK'.Al.
~ [l£'[AII.E[) ON KOHE FtW. lAYOUT tXlAm>S (\f:ROCN.. ~ DETAILED ARE l'MlllloiE:5 THE STAllC lOADS.)
36. SlY'S »D/00 SUNP PlU'S (VIlm PDMI'TED) l.OOOID llllltN Tl£ PIT IIAY HOT INTERfERE MTH 1liE BlYATOO EOOIPWEHT. SUMPS to BE COYEREO WITH FLUSH loiOONIU), NOH-aliiOOSilllE COO CN'Iaf or WITHSTNlDIIG 150 L8S PER SQ!MRE FOOT (7 KPA). THE
SUioiP PUioiP/OPAIN WUST. AT IIINMIII, REWIE 3,000 QWH (11.4 113/H) PER ELEVATOO.
37. PRMlE A PIT WIT F1X1URE WITH SMTCH AND Glllm) WITH AN lllUIIJHAml 100. EQLW. TO 00 Gl£AJER nWl THAT REOOIRED
BY ASI£ A17.1/f15A 84-4 2000, OR N'l'lOO.E ~ REcaAIOOED TO f'R(M)[ loiNIIUI 4-FOOr OOIB..E rulE FLUORESCOO
FlXItiRE, MTH SUITABLE ClW!D NlO IIOUNTID TO RrAA WAll OF PIT PER KONE INSTIUATlOH R£PRESOOA1M"S lll*:cnoH.
38. PRMJE A Of.IJICATID PIT CllruT WITH lfO-PROfECTED 15 00 20-AIIP 120V .IC tx.ruX Olfll.ET. LOCATE P£R KONE flHAL
AI'I'RIMD lAYOUT IJIIA'(fK;S {NFPA 70 ARTru 620.850R CEC ART1CtE 38.85).
39. f'R(M)£ HOI+-IfCl-PROTECTED Sll«l.E REm'TACLE FOO SU11P P\JIIPS {NFPA 70 ART1CtE 620.85, NFPA 70 NlllCLE 620.85 OR CEC
Nma.E 38.85 WIICIIE.ml IS N'PUCAilE).
40. PIT lJOOER TO 1£ CONSlRUCTID or NON~ IIATmAL OOOOHG FROII PIT FLOOO TO 48" (1200 1111) N1M. THE Sill or
THE ,ICCE$ I.NIDIIIG. PIT lJD!IR IS S1.JPPUEO BY KONE 'IIITH ECO'!PACE Ulf!S; PRO'v10ED BY PUR®SER <»> OTHER KOHE PRODUCTS
!KESS OTHERWISE NOTID OH THE LAYOUT DRAYI'1HG. LOCATE PER KON£ FliW. LAYM ®.WINGS. COORI>If\I.TE lJD!IR SIZl~ llliH
KONE ~ATM TO ASStft PROPER f1T IN ttaSTWAY.
2 I
APPF«MD BY
PROJECT:
CARI..SBAD UBRARY
LOCATION:
ECOSPACE -1
ENG/ARCH:
<erKJineer>
CONTRICTOR:
CflY OF CARLSBAD
0
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A~----~-------+----------~-
~~=~~~~.-4~u~~~~~.-+--~Eoo~Pw~orr~N~o-.~
R ~~-----;--r-;--+------------i
·~-----4~~4--+----------~ ~~2~0~1~~~,~74--~ru~c~-+---P~~~w~~~--~
s ""TE ~ BY CK DESCRIPTION
THIS INFOR~llON IS CONAOEHTIAI.. AND RO.WNS THE
PROP£R'TY Of KONE INC. ITS USE. REPROOUCTION OR
OISSEI.iiNATION WJT'Hour THE EXPRESS PERMISSION OF
KONE INC. IS STRtcn.Y PROHIBrrED. A ~--------------------------1
GENERATED ON: 04/17/15 I BY: TlO
UNITS:010
DRAWING
M-0946679
I
IDESCRIPTlON
CONTRACT
RE.V
SHEET
7 of 13
4 I
ElEC1Rk'J,L
41. US N>Pt.JCJ.OOHS -fl\J1l®SER PR<MIIS IN ~ \11TH NAilOIW.. ElEC1Rk'J,L em:, NFPA 70 (NEC) ARl1CI.£ 620 00 IHr
N'PlrJa.E LOCAl. <m:.
42. rJW4liH N'!U'.A110HS -MCilASER PR<Ml£S IN /oCCOOONlC£ \11TH ~ EIICTRf.l.l. COOf, C22.1 S£COOH 38 00 IHr
N'PlrJa.E lDCAI. eeoc
43. PR<MlE Fal H.1. El.ErnrJL 81WOl CIRCU!TS~EClS TO BE IJBil.ED (NfPA 70 ARl1CI.£ 620.54 I 620.53 I 620.510 • CEC
NmCI.ES 38.54/ 38.53/ 36.510).
#. PR<MlE J,&J/208 VIC (USA) 00 575/208 VIC (~ llflE£-msE PERIINfNT fOWfR, NCLUIIt«: 1'!1'1t«;, WiliNG Nfl fUSID
3
0 DrollllCT, TO <XMROillR LOCATION TO fACIUTATE ElEVAm!INSTA!l.Aml FmR TO START Of PRGJECT.
45. PR<MlE 220 VIC Sllru-msE TEIIP. PIMER Nil 115 VIC Sllru-ffii.S£ TEIIP. POWER. Of PmWINT CWJ!ACTERIS"OCS AT 001
EIIVATOO lNUIG Fa! UGIIIHl NIJ INSTAlJAOON IIE1}0) TOOLS. LOCATE COIHCOOH I'OINTS IJ EllVATOR l«llSTWAY. caiStlT
YOUR KM REPRCIOOATM: FOR rotflRW.lUI Of LOCATION Nil l'r'P£ Of TEif'ORARY ~'<MER.
~. WlfN GOOlATOR IS IHD TO I'ROt1ll: HH.'.S£ J,&Jj 208 VIC (USA) OR 575/200 VAC (CN\Il!A) I'OttfR FOO INSTJillT!ON. fl\J1l®SER
TO ACCD'T CHNa NOTICE FOO l-iXXOOHAI. COSTS, E5111MTED LOCAlLY BY IHSTiillHG OFFICE, TO 00\fR INEFFK:ElaS NIJIHr
IWINB fellTJt«; fRI* INSl.IUIIG WIIHOOT PERIWiliT POWfR PRESOO.
HOlE: OUR ElEVATOR COifTR(lliJ!S REQURE Ym: CO~lnj TRANSfORI(RS. IT IS N..SO ll£ RBPONSIIIU1Y Of TilE NlCWSER TO
PR!MOE WISISfENT THREE-PHASE 'lru.IIIS I!.IIAim> WIIHIH +/-Ia Wl9 WfASUREO PI'AS£-TO-IWSE AND +/-Ia WHEN
WEAStm PHASE-TO-GROO«>.
47. PR<MlE A OEOCA1tD 115VIC, 20 1W ORCUif IN TilE FilE caAIANO ROOII PIPfD NID WED TO Tl£ LOIBl' PAN£!. WHERE
N'PlD&£.
48. I'ROYIJ£ A OEDr.ATED 15 AMP 12W IC FUSED SEJMI MIH GROOt{} (stmiD THR()(X;H lmOIIATIC EloiE!rot'Y ~ stJilPLY IF
1-AVNU&£ N BUII.Jlr«:) <niHECTED TO fACH EllVATOO SIGNN. CONlROL CIBIKU FOR (').R UGIIING. IIUST Nell« THE W~ TO
OISCOHNECT THIS SEIMI N() LOCK-<ff IN THE ·oror ~ON (lfPA 70 AATICl£ 620.22 NID 620.53 00 CEC AATICl£ 38.22 ANO
38.53).
49. PROVIlE SEPNWE 115 VAC 15 1W IIWiCH CIRCIJIT FOR KOC (KONE GROUP <:OOROI.), MH SI'EaFlED, POWERED BY 8WJtNG
EliERWfCY P<MER srntll, MIEN APPLK:ABI£
c
CONlROL SPICE/ t.WHNE Roo.~
50. PRO't'llE A I.£GIL CCMROL SPICE/ w.cHHE ROOII WllH 1CCfSS AS INOCATED ON ll£ KONE flW. LAYOUT DRAWINGS. TO t«lUDE A
TElii'ORNn' OR PERIWiOO DOOR ll'o\T CNl BE lro<ED FROM OOISIOC PERI!MNT 0000 lllJST BE SElf-ClOSING, SElH.oa<m NID
REQURE A KEY TO ~ FROM OOTSIOC IIUST HA'IE Ml:QlWE TEloii'OlW!Y OR PERIINIENT lJGifl1HC Fa! INSTAllATION PURPOSES. fOR
PROI'ER ElltJ'I,tOO OPEJIAT!ON, THE TElftRAIIH: N THE CONTln SPICE IIUST WNNTAIN BEIWEEN 41" f (5' C] ANO 104' f
[ 40" Cl IIAXIIIUII loi.I.DMEll ltUIIDITY IS 95' NlN-COireiSING.
51. PRO't'llE SoliE NfJ COtMHENT NX5S TO WDINE ROOII (A'ilf AI7.1/CSA II# SEC 2.8.1, A9E. A17.1/CSA II# SEC 2.7.3)
52. F C®ROI. SPN:I.. IS oW\CENT TO THE HOISIWAY. PR<MOE H.1. Af'I'U('J8£ SIID'ES, 00 PDIEIRAOOHS, LOCATED PER cotmlOt.
SPN:I.. PLNI 8 ~ ll£ ~E FtW. lAYOUT DRAMI«JS.
53. PROVIlE A CLENI NCJ DRY ELEVATOR IW:IIII£ ROOII.
54. If N'PI.X'.Ail.E, PRMIE A OOt{RNOR 1CCfSS 0000 Of SIZE NID LOCATKJN SIN ON rnE KM F1W. LA'IWT IPWINGS. ll£
1CCfSS 0000 SWil OC stallED N'AlSf UNAiflH(J{!Zffi N:J:ISS. IT SH.ILL BE S£Lf-CtOSING, SEIF-lOCI<H: AND a>ERAil.E fRQI TilE
INSIDE Wl1ltM A KEY.
55. PROVIlE SliDa£ I..IGffiNG fOR CONTln SPICE Willi OO:fT SWilCH LOCATED QN 18" [ 457 IIW] Of SIRIKE J,i,\11 SllE Of
cotmn SPICE 0000 WHEl1E PRACTlC.'L WIO PERIMITED BY STATE NCJ LOCJ.l. ClX( THE OO:fT S\IITCII gWlJ) N..SO COOROl. THE
WACIINE SPACE lJQI1H; IF CONlROL SPN:I.. IS ~ TO THE 1-«llSTWAY AT THE TG' LANDING.
56. PRO't'llE DEDICATED CFCI-PROTECTED 120VIC 20-IW IX.f'lf.X (15 AMP IH ~ 0U1UJ NEXT TO E1CH SICIW. CON1ln CIIJNET.
L-57. PR<MlE A SfjC(£ MfJ,NS Of ()JS(X»ij£ClliG H.1. liHCROOHOED WNN PCMER COIW:TORS Fal £10! ElEVATOR BY Nl oo.osED,
r--EXTIRWllY (HlWll.f. FUS£0 IIOTOO CIRWT SlllTCH 00 aRCUIT ~ IIUST BE loava£ IN M OP9f POSIOON. THIS
lliSCOIHl:TlHG MfJ,NS SHALL ~CT TilE NOOiiW. POWER SER't1CE AS WEll. AS EliRGEHCY POWfR strM::f. 1110 f'ROWll).
8
NOTE 1: F A CI1CIXT II[N(ER IS TO BE PI«MlED IN UEU Of fUSEIRONS. Nl WJSTIB.£ TIIlE-DELAY STYLE IS ~OED.
NOTE 2: FA IWTERY-f'OIIIfJlED I5:L£ Of.'t1CE IS REQHD, ll£ HKM:-IINOOI(]) llSCOIHtT IIUST HA'IE Nl AIJXIWlY CONlACT
IIOI«<lHD BY Eli.VAml COHJROIJ.fR 1IW IS I'WlMI.Y (ffJ(I) III:fWI('JilY Nfl IS tmW!.Y CtJm (NC} IHN M ~ PCMER
IS IN ltE ~ POOITIOH, IHl IS N<8Wl.Y ~ (NO) MiEN POWER IS IN rnE <JF POSIIION.
HOlE 3: F A IWTERY-f'OW!RED ~ Of.'t1CE IS REQHD NCJ A SEPNWE ~NT lRf IHAI<ER WIICif IS SU&(CT TO El'lltER TilE
HCJS!WAY OR C®ROI. SPACE SPRijiQER 5lSf'Ell IS PRMJeD, ll£ SHOO TRIP IHAI<£R IIUST HA'IE Nl AUXIUIRl' camCT ~T IS
POSIIMI.Y OPENED llCfWOCI.LI..Y Nl> IS NC WlfN ll£ INI POWER IS t1 ll£ ~ I'OSilDi
58. PR<MlE A !HCT-111-M. (00} ~ Pffil£ 1M. ACTWAJID AT LEAST M WfiX POOR TO IKSI'£CT!ON, TERIINATED AT ltE ~TE 1'10£ .w:KS N ll£ EIIVATCR IIN:IItt: ROOII. OC/ O'HR IIAY El.ICT TO HA'IE A SEPARATE ~ IJ£ IHSTH.I.ED
(M PER EIIVATCR). CR OC/ owtfR IIAY ELECT TO PROIIlE 00 I.J6 fRQj AN ~ SfAlnj ~ N ltE IU.DNC'S PBX
Sl'SIIII. F OC/IJIIID. f'R(M)6 A aREI:T-tt-aAI. ~ Pl«lt£ II£ OR I.H:S <JF Nl filS11I«i PBX PHM SYSTElol, A BIO<UP
POe !OORCE IIUST N..SO OC PR1t'OOl. H.1. Pl«lt£ Nl> ASSOCWID ElU'IOT PI«MlED BY OC/ OWNER SHALL BE IN COII'UII«:E
WllH THE RW.HIDTS Of ASliiE Al7.1/ CSA 8#, LOCJ.l. COliS NfJ Af'I'U('J8£ LAW, AS AIIB«D.
59. PROVIlE H.1. fRE AIJ.Rij NlllAlK SIGIW.S AS REQURID BY loll NA"JDW. STATE NCJ lOCN. COOES Fal TERIINAJXJi IJ ltE
PRIINlY ELE.VA"!al SIGNAl. COOROl. CNHT Ill £10! GROOP.
60. PROVIlE EllRIECf POWER TRNISFER SWITCH NIJ POWER CHANCE PEMK stNN.S AS REQIMREI)-2 NORIWJ.Y a'Eli DRY COOACIS
FROW TRNISFER SlllTCH TO COOROUIR (2 PAllS PlUS ~ H). 1 COiftiCT CI.DS£S TO SIGNAl. EliRGIJCf PCMER IS PR£SOO, I
CONlACT CI.DS£S TO CM: 30 S£COt{) PRE-SICNN.. ~ TO TRANSfER SlllTCH CIWa. ~ Of THESE IllES IS AT M
PRIINlY EU.VATOR SIGNAl. COOROt. CNHT IN 001 GROOP (2 PARS PlUS GIIOOIIl WRE.)
61. FmiiSH Nl> IISTJU Slla<E OETECTCRi ANO fRE <RRAl10H PER 1SE. AI7.1/CSA II# SEC 2.27.3.2, NFPA 7'1:, M Fall.OOBY
ornrTal, lloiOH ROOII IITECTCR, IDSIWAY IEECTOR. NIO M Fal H.1. GltOtm ~-lOBBY IEECTORS ~ REwm. I'RCMOC
NCRIWLY-a.osED DRY COifLICfS, WllH WR1HG, TO COIITROO£R Fal 001 GROOP tEIEil N1M.
I-62. PROYil: Nil IHSTAU.. SIO([ OETECTOR N HCJS!WAY AS REQlHD PER I.<X'JL CODES, AHD IN H.1. Elf.VATOR !.0011£5, WOK ROOII
NIJ COIITROO£R SPK;t
A
63. PRO't'llE HW OCIEClORS NfJ ~-111' OP£RATD( YIIO SP1KL£RS ~ TO II f'R(MlJ) II lloi£IH ROOII 00 l«llSTWAY,
(A'ilf A17.1 SEC 2.8.2.1.2, tfPA 13 SEC 4-13.5, ASIE Al7.1 SEC 2.8.2.3.1, A'ilf Al7.1 SEC 2.8.2.3.2, tfPA n).
64. NlN-ElEVATOR RELATED PI'1NG NCJ EQUI'IilfT IS PROIIIJIID IN WCHIN£ ROOW OR H<MSIWAY (ASil AI7.1/CSA II# SEC 2.8.1,
ASWE AI7.1/CSA II# SEC 2.8.2).
65. PROVIlE NCJ IWIT AT IHUol A 1()--POOHO, ~-TYPE ARE EXllNOOSHER IN CONTln SPICE (ASIIE Al7.1 SEC 8.6.1.6.5). (NOT
REQURED IN ~)
INTEGAATED CONTln sa.1JOOII (ICS}
66. PROVIlE A C(U'l£TELY OPEN A«llfT W.U AT TOP I.NlOOiG M1H NX5S AS IHOCATED tli TilE KONE F11W. LAYOUT DRAWINGS. WUST
HA'IE Ml:QlWE TEII'CJWn' OR P£RIWlNT UGI!lliiG Fa! INSTA!l.AliON ~
67. PROVIlE EIMROIM:NT RJ! PR<HR EWPIIEIIT Ol'f.PAliON JXe«; tiSTAI.LAml AN!llfTER ACCD'TNQ:, rnE TEloiPERATURE AT THE
TOP flOOR ElEVATOR LOOBY IIUST IWITI.'N 1EWEEN 41' F (S C] NlD 104' f (40' C~ IIAXIIllll .AU.CJr(l) fU01Y IS
95'~~
68. PROVIlE SoliE Nil eotMHENT RWJa£ KXfSS lO TOP Fl.OOO EliVATOR LOIBl' NlfJ.. (A.'iliE A11.1/rslo II# SEC 2.8.1, ASW£
AI7.1/CSA II# SEC 2.7.3}
69. PRO't'llE H.1. Af'I'U('J8£ SIID'ES, 00 1'9£1RAroNS, LOCATED PER ICS PNil. PlN4 'tO ~ 11£ KM I'M. Al'flRMD LAYOUT
ORAIINGS.
70. I'ROYIJ£ A CLENI NCJ DRY EllVATOO LOBBY IJ TG' LAHOINC.
71. F NlPI.r.llllf. PRMIE All 1CCfSS 0000 Of SIZE AHO LOCATION SIOifH ~'THE KM f1IW. LAYOUT ORAWINGS. rnE f./XES DOOR
4 I .3
t 2 I
SWil BE SEOJRED ~ ~ZED NX5S. IT SIWl. OC SELf~. SElJ-lOOOI«: NlD OPffilll.f FROtol THE INSIOC
fllll«ll1T A KEY {lF SEEIIC CXHllJK»>S EXlS1) n. PRWDE SUIT/tli UliiTt«l Fal res PNfl AREA WITH UCHT SWITCH LOCATED WlliiN 18" (457 IAI) Of EU.VA"!al ENTRANCE llllOO
HI( PRICllC'L W1f:H PER111TED BY STATE NfJ lDCAI. COOC THE UCHT SWITCH SIW1l ll$J CONTROL THE ~lltt: SPACE IJGIIllj(),
7l I'R(M)[ OEDICATED GfQ-PROTECIEIJ 12WIC 20-AIIP OOPl..EX ( 15 AMP IN C~Wl!A) OOil£T NEXT TO OCH ICS PNIEL COOROt. rJ8IfJ
LOCATED AS SWil'N ~ LAYOUIS.
74. PRW« ~/208 VIC (USA) OR fi!S/'l08 VIC (~ THREE-1'1'-'S£ f'ERIWj£NT POWER, I«:UJJOjC PlAt«:, IWllt«; N«l fUSED
IJISCOIKCT, TO ~-FUS£0 ascoMNECT LOCATED IN l«llSTWAY AT TOP lNI!liiiG TO FJCIJTATE ElEVATOR INSTNJ)Jl)N FmR TO
START Of PROJECT.
75. PRMlE. IN HCJSlWAY AT TOP ~. ~/208 VIC (USA) OR 575/208 VAC (~ llflEE-IWSE PERim!ENT POWER. llti.WNC
Pf'Nl, YIRIG Nil ~-fUSED ~ WllH I~· IOOCIHlUTS (EATOII OH362UGI< OR SIIII.AR). COCROIHAIE INSTA!l.Aml \11TH
KM ~ HOlE: If A ~mRY -1'<111£REO RESCUE !l\U: IS R£001lED, THE HKM lf1IOOitD Dtmli£CT IAJST PA'IE N1
NJXI.JARY CONTACT IIOHI11J® BY ELEVAml COOROUIR ~T IS POSIIMI.Y ~ IIEOW«:H...Y Nil IS tmW!.Y CLOSED (NC)
HH THE WNN POIIt:R IS li THE ON I'OSI"IlOO, N«l IS NORWollY OPEN (NO) WHEN POWfR IS IN THE Off POSII'OO.
76. PRCMOC A SNll WfNIS Of IJSCONNEtllNG H.1. ~ loWN POWfR ca«llCTTRS fOR 001 ElEVAml BY Nl OOOSED,
£XTERHAU.Y OPERABI.£, FUSED ~ C1RruT SWITCH CR CU\QXf IHAI<ER. WUST BE I..OCIQ.Ilf IN THE OPEN POSII'OO. TitS
~ t.fN6 SIWl. IJSCiliN£CT THE NOOWJ. P<MR saMCE AS WEll AS flmlOCY POWER SEIMI, WHEN PROWlD. NOTE
I: F A CIRCUT IJlE:AKER IS TO II PR<MOOJ IN l.lElJ Of FIJSETRONS, Nl WJSTABL£ T1lol( -ooAY STYLE IS RECOIIIIENOOl. NOTE 2:
IF A ~TTERY-POIIt'EREll RESCOC !l\U: IS REQI.m, THE HKM-IIENOONEll OISCONHECT t.llJST HA'IE N1 NJXIUARY CONTACT t.KHTtm
BY ELEVATOR <XMROillR THAT IS POSIIMlY OPENED IIE®HCIUY AND IS NORIIH.I.Y CLOSED (~) WHEN ll£ IIAN POitR IS IN THE
ON POSIOON, NID IS HOIIW.l.Y OPEN (NO) YIIO POWER IS IN THE OfF POSIOON. NOTE 3; IF A BATTERY....fl0'11{R£1) R£SCU£ 0£\1CE IS
REQUIRED NlD A SEPNWE SHUNT TRIP IHAKER WIUCII IS SUBJECT TO ElmER TilE HOISIWAY 00 C001!0l SPACE SI'R1NKl£R St$Jal IS
PRCMOID, THE SHUNT TRIP IHAI<IR IIUST HA'IE Nl NJXJJN(f COOACT ~TIS POOIIMl..Y OPENED IIECIW«iH...Y NIJ IS NC WHEN
THE WNH PO\ItR IS IN THE ~ POSII10N. n. PRWIOC A OtRECT-IIHlW. (DI>) ANAI.OC PHOOE LlNf. N:INATED AT LEAST ONE WfiX PRKlR TO INSP£CT10N, lmiiNATED AT THE
TCf LOOt«; ICS LOCATlON. f£/ afHER IIAY EIICT TO PA'IE A SEPNWE ~ UHE INSTiillD (ONE PER ElEVATOR), OR OC/
OWNER YAY EIICT TO f'R(1M 010 UNES FROM NlltiJUIG ~ ~ IN THE BtJILDfHG'S PBX Sl'SIIII. If OC/!JIMJl. PR<MOES A
DIRECT IW. NW.OG f'HOOE LNE OR UNES Off Nl EXISTK> PBX I'OONE Sl'SIIII, A BACKlP POWER SOURCE IIUST N..SO BE f'R(M)£0,
H.1. PHONE NIO ASSOOIJED ElmllNT PRMlED BY OC/ <YIIH£R SHN.J. BE IN COIIPI.WICE MTH rnE RElliMREloi£HTS Of ASWE Al7.1/
CSA 8#, lDCAI. COVES ANO N'PUCA8II LAW, AS AllNOCD.
78. PR(MO£ H.1. FM: ltmA DlliG SlCNAlS AS REQUIRED BY H.1. AA~ STATE NIO lDCAI. COliS fOR TERIIINAliON AT rnE
PRIIIARY Elf.VATOR ICS PAN£!. Ill fACH GROUP.
79. Pt«MlE OIERGOCY !'OllER T1WiSffR S\IITCII NfJ PO\ItR CIIANGE POOt«> SIGNAlS AS REQUfRID-2 NORWNl.Y OPEN DRY C001CTS
FROtolllWffiR S¥«TCH TO PR!IIN!'!' ElEVATOR ICS PloNEI. (2 PAIRS PLUS GRtml Yft.). I OONTACT CLOSES TO SICIW. EloiE!rot'Y
POil'ER IS PR£500, I COOACT CLOSES lO CM: 30 S£CONO PRE -SQW. PRIOR TO wm:R swm:H CIWa.
BJ. FIJRNSH NlD INSTILL Sl«ll<E DEI£CTCRi NIO ARE OffiliJUI PER A'ilf AI7.1/CSA II# SEC 2.27.3.2, lfl'A 72; 01£ fal LOIBl'
DEIECTOR, IW:HtiE ROOW OEI£l:TOR, HaSTWAY OETECTOR, N«l CH: fOR ILl <m!Pffi NOIH.alBY OETECTORS ARE REQUIRED. PR<MOE
NOOWJ.Y -ctOSED DRY CONTACIS. ¥mil WRHG, TO PRit.lARY EIIVATCR K:S PNIEL FOR £10! GROOP tEIEil Nmf..
81. PllMlE »>J INSTILl SWOKE OETECIOO IN HOISIWAY AS REQUIRED PER lOCN. COliS. Nil IN loll ElEVATOR I.OOBIES.
82. PRMJE HfAT DETECTORS ANO "SOOHT-mP OP£RA110N" Mil ~ ARE TO BE PRMlED IN TCf Fl.OOO ElEVATOR lOIBl' OR
f!OISniMY, (ASIIE Al7.1 SEC 2.8.2.1.2, NFPA 13 SEC 4-13.5, A.'iliE Al7.1 SEC 2.81.3.1, ASIIE Al7.1 SEC 2.8.2.3.2, lfPA 72).
8.1 NON-ElEVATOR RELATED Mt«; ANO EQUIPWENT IS PROIIBIIID IN HOISTWAY (ASIIE A17.1/CSA II# SEC 2.8.1, ASIIE AI7.1/CSA 844
SEC 2.8.2).
2 I
I APPRCM:D BY
I
APPRCNAJ.. SPACE
PROJECT:
CARLSBAD UBRARY
LOCATION;
ECOSPACE -1
ENG/ARCH:
<engineea">
CONTRACTOR:
CITY Of CARlSBAD
~~-----+------~----------~ l r-----r-----r-------~
f~----~~~~-+----------~
S~ 2015-04-17 -rue PR£UWIWlY
MTE HO 81" CK OESCRPTlON
lHIS INFORMATION IS CONFlDENTlAI. AND REMAINS lHE
PROPERTY OF KONE INC. rTS USE, REPROOUCTION OR
DISSEWINATION WffilOUf lHE EXPRESS PERMISSION OF
0
c
8
KONE INC. IS STRICTLY PROHIB1TED. A ~--------------------------1
GENERATED ON: 04/17/15 I BY: n.o
UNrTS:OIO
DRAWING
M-0946679
I
IOESCRJPTION
COmRACT
REV
SHEff
8 of 13
4 I 3 t 2 I 1
fiDI l'IPE DESCRIPTlON
SUSPENDED COONC 88 ROUND LED
CEJUNC PAHEL F1NISH 4SS f 4 STA1Nl£SS
FRONT DOOR FINISH 4SS f4 STAINLESS
FRONT DOOR MATERIAL lliKNS 16 16 GA
FRONT WNJ. FlNISH 4SS f4 STAINLESS
NOTE: CAR SIU. MATERW. Al AI..UMINIJN
D CA8 SIJ£ WAU.. MATERIAL 4SS 16 GA D
A. EMERGENCY CAR UGHTING ts PROVIDED CA8 R£AR WIU MAn:RW.. 4SS 16 GA
B. CAB INTERIOR COMPUES WITH THE LAITST CAR IWlORAil. 4SS ROUND
EDmON ASME A17.1/CSA 844 INCLUDING SMOKE HAHOfWl SIZE 1 1/4"
AND Fl..M4E RATING CLASS B. CAR fAll rtPE 1 fAll REQUIRED
FINISH FtOOR lHK 1/2"
I TOTAL CA8 WEICHT 2502 lBS
PROTECTION PADS -PADS NOT REQUIRED
--' CUSTOM PAHEL WEIGHT -
1-i'~ f-<-.~
j_
ELEVATION 3
c rr ~~ c
r-: ~ f-
r® I o
I ~ • I
I (I)
I :.0
w 0946679-010 I ~ z ::J 35001 I ~ I .., --I APPR(Ml) BY f-I in
(.) :_1 0 t.ICOP
(.) L___j qCDI b Cj: I "' [=::-+-,·==tv,· l APPRf:NAI. SPACE
PROJECT: 6'-8" Cl£AR
B CARlSBAD UBRARY B E18VATIO~ 2 ELAN VIET ELEVATION i lOCAllON:
El..EVATOR 1 ECOSPACE -1
ENG/ARCH:
<enqineer>
CONTRACTOR:
CllY Of CARLSBAD
IT u n • t -I 1-~rt • -I I ' / r
!r ' / 0 11'01 110. lNT NO. EQUAIDIT 110. I I X u ~~:n-~ .. ~ I I
0 0 -!i 8 t ~ a :1:
(.) "" f
? :.0 § 0 2015-04-17 -1UC PR£1JIIIW!Y • z I I s 1)\J[ 110 Bl' CK DESall'1lON <o b ~ I I I 1HIS INfORI>IAllON IS CONflOOffiAI. AHO R£WAIHS THE ..__ ,.., ;.... u PROPERTY Of KONE INC. ITS USE, REPRODUCTION OR f 0 0 0 OISSOIINAllON WITHOUT THE EXPRESS PmMISSION Of ;.... ._ r-A KONE INC. IS STRJCTl. Y PROHIBITED. A
GENERATED ON: 04/17/15 I BY: TlO REV
EI!YAllON 1 REFU:CTED !::EILIHG UNITS: 010 I -EloiERGENCY EXIT 25"x16" WIN.
DRAWING DESCRIPllON SHEET
C-0946679 CAB 9 of 13
4 I J 2 1
D
1-
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8
1-
A
r-------------~4 ______________ _L ______________ ~3~ ____________ _jt ______________ ~2~-----------.--L-'----~~=-~-1~------------~
ITEll 'M>E DESCRII'TION
(1
RZJ RYJ
t---------------------7' -II· ENTRANCE ASSEMBlE WIDTH -------------------JI
1-----------------------,7'-9 1/2." SIU. WIDTH---------------------l'. I
t-------------4'-10" ROUGH OPENING--------I I I ~
II----3'-7 1/2" DOOR PANEL-----+-~---:f-6" CLEAR OPENING----1-J--+-1~-!
~Cb~~~~~j~~~~~j
PLAN VIEJ
1-----------------7'-9 1/2" HEADER WIDTH-------------------~~ ~~~--------~~--------~~~~~~----~ o 0 I
' ... 1\ RY1 RZ1
:I:
ffi ~
~ z ~
-......_ ........... :I: ~ ... ........___ g ~ ... r--r--"r-:::1 . r--iii '¢ .......
'N ~
....... co I ,.,
I
;...
;...
~Z2 RY2
ELEVATION VIE'f
RfACT. PT. RZ (I.Bf) RY (LBF)
1 430 80
2 365 80
3 150 35
4 180 35
4 3
ANCHOR BOLT IS NOT VISIBUE
AFTER WALl IS CONSTRUCTED
2
1/4"-11---1--
-2"1-
(.') z ~ 0.. 0
cr ~ u . 0 I ;...
l
DOOR SECI'ION
EllVATOR NUW 1 CUSTO.IIER EllVATOR HUM - 1
AWOY / SINGI.£ SPrnl / RIGHT STRIK£
ENTRN-lC£ WIDIHGS -'1, 2
flXTURES KSS570
KEYWAY CUTOUT -NONE
ACCESS SWITCH -REQUIRED
r.~=RE~RE~~~~----4-------+~NO~N~E~----------------~0 STAR OF UFE -REQUIRED
FRAWE 16 GA #4 STAINLESS STEfl
SOUND ll£ADENl.NG -NONE
DOOR PANB. 16 GA #4 STAIN1.£SS STEEL
SILl NARROW EXIRUOED AUJUINUW
FASCIA / TOE-Ct.IAAD 16 GA GAI.VANIZfl) STEfl 48. _,OE
lJ.BEl.S -2 HOUR U.L -ClASS B
~ (!)
lil :I:
(!) ~
1/8" z Ill z ::t w UJ 0.. If)
0 ~ :r w (!) a u ~ cr ~ ~ ~ . • I > Go ~ I ;...
IIOTES:
A. DO NOT CONSTRUCT WALLS UNTlL DOOR
FRAMES ARE SET.
APPf«MD 8Y
APPROVAl. SPACE
PROJECT:
CARL.S!IAD UBRARY
LOCATION:
EODSPACE -1
ENG/ARCH:
<engineer>
CONlRACTOR:
CITY Of CARI..S1W>
~~-----+------4-----------~ +~--+---+-----~
I "' ........ , -,.., PRIIJ-
MJ'[ NO BY CK ot:SCRPllON
THIS INfORNAllON IS CONflOENT1AI. AND ROWNS THE
PROPERTY Of KONE INC. ITS USE, REPROOUCTlON OR
OISSflllNATION W!THOUT THE EXPRESS PERMISSION Of
c
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1---K...:.ON...:.E:....INC:....::... . ...:.:IS:....SlR:..:.:..::.ICTl:..:..:..:.Y....:PROHI8fTEO..:..::.:=..:.=-· __ __..j A
GENERATED ON: 04/17/15 jBY: 1l.O
UNITS: 010 I
DRAWING IDESCRlPTION
E-0946679 ENTRANCE
SHEET
10 o( 13
4-I 3 t 2 I 1
GENERAL JNli'ORMATION -.-
ELEVATOR CODE YEAR 2004 r N CORNER LOCATION 4 0
A PosmON INDICATOR .:!.
N DOT MATRIX ~ DIRECTION OF TRAVEL AAROW l~ 84 [3.31") D AMBER lll.UMINATION ®-SA D
B EWRRGENCY COWUNICATION
ll!CROPHONE AND SPEAKER
c LOAD PlATE @>-...... '"'• 3500 LB ~ n-Eleva!ot 1 1588kg ....
21 PERSONS ®-......... .:::...:.. EWRRGENCY COWUNICATION I CAR DIRECTlON LANTERN I D JNli'ORMATION TEXT QUANI'l'Y: 1 E ELEVATOR ID
1-1 1--F FIRE FIGHTERS OPERATION PANEL
CAll CANCEL
ASME EMERGENCY KEYSWITCH ~ STOP SWITCH
DOOR OPEN BUTTON
PHASE II FIRE INDICATOR
DOOR CLOSE BUTTON CE> G CAlL BUTroNS @ CAUFORNIA PROJECTING c AMBER IllUMINATION c
H CONTROL BUTTONS
DOOR OPEN BUTTON A.F.F.
DOOR CLOSE BUTTON 48' [122omm)
STOP KEYSWITCH
I EWERGENCY PHONE HElP BUTrON ~
J OPTIONAL DEVICES "' ~
ACCESS ENABLE @> IIJO o; .... K OUTLOOK 0
BRUSHED STAINLESS STEEL CDO "' .._, APPRO\IED BY t-1-
C8> ll10lm.l0 A.F.F. ~e 3s'(890mm]
CC>-(;D0
APPRCNM. SPACE
0 PROJECT:
CARI..SBAD UBRAAY 8 8 LOCATION:
ECOSPACE -1
ENG/ARCH:
<engineer>
CONlRACTOR:
D CITY OF CARLSBAD
0-u N I T
I N I-1-F 0 fiDI NO. UNIT NO. EQUIPIIOO NO.
R ®-E y I 1
a 2015-04-17 -1UC PRaJioiNAR\'
s 1)\T£ NO BY CK OESCRIP110N.
3 2 THIS INFORMATION IS CONFlDENTIM. AND REMAINS THE
PROPERTY OF KONE INC. ITS USE. REPRODUCTION OR
D!SSE1o41NATION WITHOUT THE EXPRESS PERioiiSSION OF A CORNER KONE INC. IS STRICTLY PROHIBITED. A
LOCATON A.F.F. _..._ II II 01 [Omm) 1-2U (8.821-l
4 1 GENERATED ON: 04/17/15 I BY: n..o Rf.V -UNITS: 010 I -FRONT
DRAWING l DESCRIPTION SHEET
F-094-6679 COP 11 of 13
4-I 3 t 2 I 1
4
D
1-
c
8
1-
A
4
I
In Case Of Fire
l se Stairway For Ex t
~
o Not Use Elevato
f1R£F1QlltR'S CIPOIAllOH ~ _...........,....,.
0 .,; ~
-~c=============~ ~1 --167 [6.571--ll
QUAN'I'l'n': 1
'1
OUtLOOK
WHITE llLUt.IINATlON
BRUSHED STAINLESS STm. FACEPLATE
SIGNAGE
PHASE 1 ASME A17.1
<unknown>
DEVICES
PILOT UGHT
FRO KE.Y SWITCH
UP CAll. BUTTON
PHASE I FIR! RECAIJ. KEY
ASME EMERGENCY KEYSWITCH
I
3
j--111 [4.371--j
QUANTITY: l
LOCATIONS
2
OU'IWOK
BRUSHED STAINLESS STm FACEPLAlt:
DEVICES
DOWN CAJJ. BUTTON
3
---
t 2
® 0
QUANTITY: 2
LOCATIONS
•1, 2
HAC STATION TYPE
JAMB t.lOUNTID W/0 FACEPLATE
2
-.....
I
I
D
1-
APPR(M]) BY
N>PRfNIJ.. SPACE
PROJECT:
CARtSBAJ) lJ8RARY
LOCAllON:
ECOSPACE -1
00/ARCH:
<e119ineer>
COiliRACTOR:
CfTY Of CARlSBAD
~~-----+------4-----------~ {~----~----~------~
·~-----+-+--~4-----------~ r~-----+-+--~4-----------~ ~ 1--20=1!>-04-c-:'7-:1-:-7 +-_+=1UC:-=+--+----=:PR£l.J=I&'W!Y=:-:--~
5 MTE NO BY CK DESCRPTION
THIS INFORt.IAllON IS CONFlDEN'llAI. AHD REWAJNS THE
PROPERlY OF KONE INC. ns US£. REPROOUCl10N OR
DISSDoONATlON WfiHOUT THE EXPRESS PERYISSION OF
c
8
KONE INC. IS STRICTI.Y PROHIBITED. A
GENERATED OH: 04/17/15 I BY: Tl.O
UNITS: 010 I
DRAWING I DE:SCRIPTKlN
F-0946679 HPB
Rf.V
SHEET
12 o( 13
4 I
D
-
c
-
8
-
A
I
3
lt----141 [5.551---ll
~~==========~~-~
~============~~--
QUANTITY: 2
ELEVATOR m: 1
LOCAnONS
•1, 2
Otm.OOK
AMBER llLU'-IINATION
BRUSHED STAINLESS STEEl. F.&.CEPI.AT£
VERTICAL ORIENTATION
3
t 2 I
2 I
D
-
PROJECT:
CARI..SIIAD UBRAAY
LOCAOON:
ECOSPACE - 1
~/ARCH:
<engineer>
CONTRACTOR:
CllY Of CARLSBAD
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