Glendora City Council
February 14, 2023

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Glendora, County of Los Angeles, California (hereinafter "City") will receive and accept sealed bids ONLY via the online electronic bid service, www.questcdn.com , until 10 a.m. on Thursday, December 01, 2022 for: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339 (hereinafter "work").

NO BIDS WILL BE ACCEPTED AFTER THIS DATE AND TIME!
Each BID must conform and be responsive to all requirements set forth in the BID. In order to purchase and download project plans and specifications, bidders will need to register with the provider of this service, Quest Construction Data Network. Bid documents can be downloaded electronically for a non-refundable fee of $15.00 by providing QuestCDN Project Number _________ on the Project Search Page on the Quest website www.questcdn.com. You can contact QuestCDN at 952-233-1632 or [email protected] for assistance in membership registration and downloading this digital project information. For questions regarding the bid documents or for project information, please contact Associate Civil Engineer, Michael Mai at (626) 914-8257 or [email protected].

THE CITY OF GLENDORA HAS IMPLEMENTED ONLINE PROJECT BIDDING USING THE QUEST CONSTRUCTION DATA NETWORK. IN ORDER TO BE CONSIDERED A QUALIFIED BIDDER, THE ONLINE BID MUST BE COMPLETED

AND SUBMITTED, ALL ADDENDA ACKNOWLEDGED AND ACKNOWLEDGMENT UPLOADED TO THE SITE AND A COPY OF THE BID BOND OR COPY OF CASHIER’S CHECK OR SURETY2000 AUTHORIZATION CODE UPLOADED TO THE SITE THROUGH WWW.QUESTCDN.COM.

CONSTRUCTION WORKS THAT IMPACT THE SCHOOL OPERATION AND PEDESTRIAN MOVEMENTS WILL NOT BE ALLOWED TO COMMENCE PRIOR TO JUNE 1, 2023. WORKS IN FRONT OF THE SCHOOL WILL START ON JUNE 1, 2023 AND MUST BE COMPLETED BY AUGUST 7, 2023. THIS RESTRICTION IS ONLY APPLIED TO THE PORTION OF BENNETT AVE FROM BARRANCA AVE TO GRAND AVE, WHICH IS FROM STATION 9+85.21 TO STATION 36+91.79, AS INDICATED ON THE APPROVED PLAN. OTHER CONSTRUCTION WORKS THAT DO NOT IMPACT THE SCHOOL OPERATION MAY COMMENCE PRIOR TO JUNE 1, 2023.

NO ORAL, FACSIMILE OR TELEPHONIC BIDS OR ALTERATIONS WILL BE CONSIDERED.

Each bidder shall submit with its bid a pdf copy of the original bid bond, or a pdf copy of a cashier's check drawn on an acceptable bank, made payable, without condition, to the City of Glendora, California, in an amount of not less than ten percent (10%) of the total bid. Or, the Bidder may choose to provide a bid bond authorization code provided to them by Surety2000, which the Bidder shall keep in effect until the City gives written notice that it may be released. If the Bidder provides a pdf copy of a bid bond or a pdf copy of a certified cashier’s check, the original must be provided to the City after the bid opening and by the end of business of the second business day after the bid opening.

The bid security shall be retained by the City until a contract for the project has been executed. Bid bonds will be returned or written notice of release will be given to the unsuccessful bidders, with the exception of the second qualifying bidder, at such time as their bids are rejected. In the event the successful bidder is unable to execute the contract, for whatever reason, City may exercise its legal prerogatives, including, but not limited to, enforcement of its rights as to the bid security.

Pursuant to California Labor Code Section 1770 et seq., copies of the determination of the Director of the Department of Industrial Relations of the general prevailing rate of per diem wages for each craft, classification and type of workman needed to execute the work are available to any interested person on the internet at www.dir.ca.gov. and are hereby incorporated herein and made a part hereof as though set forth in full.

Pursuant to Labor Code section 1725 “NO contractor or subcontractor may be listed on a bid proposal for a construction project unless registered with the Department of Industrial Relations. In addition, section 1725.5 No contractor or subcontractor may be awarded a contract for public work on a construction project unless registered with the Department of Industrial Relations.

Pursuant to California Civil Code Section 3248, the successful bidder shall furnish to the City at the time of execution of the contract a payment bond in an amount equal to one hundred percent (100%) of the contract price. The successful bidder shall also furnish to the City at the time of execution of the contract faithful performance bond in an amount equal to one hundred percent (100%) of the contract price.

Pursuant to California Public Contract Code Section 22300, substitution of eligible and equivalent securities for any moneys withheld to insure performance under the contract for the work to be performed will be permitted at the request and expense of the successful bidder, unless otherwise prohibited by law. The City of Glendora reserves the right to reject any and all proposals, to waive any informalities in any proposal and select the one that best meets the City’s needs.

Kathleen R. Sessman, MMC
City Clerk
City of Glendora
Publish in SAN GABRIEL VALLEY EXAMINER (Ad Type: Legal): November 3, and November 10, 2022 End Section I - Notice Inviting Bids
8329015
Item #13. Page 79
Meeting Date: 2/14/2023 / Packet Page #: 434
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INSTRUCTIONS TO BIDDERS

SECTION II

INSTRUCTIONS TO BIDDERS
WORK IDENTIFICATION: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339

1. Terms Defined

1.1 Terms used in these Instructions to Bidders, which are defined in the General Conditions, have the meaning assigned to them in the General Conditions.

1.2 The term "successful bidder" means the lowest, responsible bidder to whom the City makes an award of contract on the basis of the City's evaluation as hereinafter provided.

2. Copies of Contract Documents

2.1 Complete set of Contract Documents may be purchased and downloaded through www.QuestCDN.com, as stated in the Notice Inviting Bids. Complete sets of Contract Documents shall be used in preparing bids. The bidder must satisfy for himself that he has downloaded a complete set of Contract Documents and is included in Plan Holder’s List. Neither the City nor its Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents.

3. Qualifications of Bidder

3.1 Before submitting a bid, the bidder shall be licensed to perform as prime contractor in accordance with the provisions of the Contractor's State License Law, California Business and Professions Code Section 7000 et seq. As evidence of such qualification, the bidder shall record on his Bid Proposal the number, classification and termination date of all necessary State licenses. Necessary City licenses may be secured after the bids are opened, but prior to executing the contract. [P.C.C. Section 3300 & B. & P. Code Section 7000 ET seq.]

3.2 In order for the City to determine the successful bidder, the bidder must be prepared to submit in writing, within five (5) days after being requested to do so by the City, such information and data as the City may request, including without limitation, financial data, and previous experience. The City reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy the City that the bidder is the lowest responsible bidder properly qualified to carry out the contract.

4. Examination of Contract Documents and Site

4.1 Before submitting a bid, the bidder must (i) examine the Contract Documents thoroughly, including without limitation the Agreement wherein each of the other Contract Documents is identified; (ii) visit the site and the locality where the work is to be performed to familiarize himself with local conditions that may in any manner effect the cost, progress or performance of the work in strict accordance with the Contract Documents; (iii) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect the cost, progress or performance of the work in strict accordance with the Contract Documents; and (iv) study and carefully correlate bidder's observations with the Contract Documents.

4.2 Pursuant to Public Contract Code Section 3400 and the Contract Documents, all specifications shall be deemed to include the words "or equal", provided however; permissible exceptions hereto shall be specifically noted in the specifications. [P.C.C. Section 3400].

4.3 Reports, if any, of investigations and tests of subsurface and latent physical conditions at the work site or otherwise effecting cost, progress or performance of the work, which have been relied upon by the Engineer in preparing the drawings and specifications, are identified in the Special Conditions. City will make copies of such reports available to any bidder upon request. These reports are not guaranteed as to accuracy or completeness, nor are they part of the Contract Documents. Before submitting his bid, the bidder shall, at his Item #13. Page 80
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INSTRUCTIONS TO BIDDERS

SECTION II

own expense, make such additional investigations and tests as the bidder may deem necessary to determine his bid for performance of the work in strict accordance with the Contract Documents.

4.4 Upon request to the office of the City Engineer at 116 E. Foothill Boulevard, Glendora, (626) 914-8246, the City will provide each bidder access to the job site to conduct such investigations and tests as the bidder may deem necessary for submission of his bid.

4.5 The lands upon which the work is to be performed, rights-of-way for access thereto, and other lands designated for use by contractor in performing the work are identified in the Drawings or Specifications.

4.6 By submitting a bid, the bidder warrants that he has complied with every requirement of this Article 4 and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the work.

5. Interpretation

5.1 In the event of conflict between requirements as shown on the drawings and the specifications, the following order of precedence shall govern: drawings shall govern over specifications; special provisions shall govern over other parts of the specifications; and the specifications shall govern over any standard specifications incorporated by reference. In the event of any discrepancy between any drawings and the figures written thereon, the figures shall govern.

5.2 All questions about the meaning or intent of the Contract Documents shall be submitted to the Engineer in writing not less than five (5) days prior to the date for the opening of bids.

5.3 All interpretations shall be issued by written Addenda through www.QuestCDN.com. An email notification will be distributed by QuestCDN to all Plan Holders regarding posting of Addenda, but it shall be the bidder's responsibility to make inquiry as to Addenda issued. Failure of the bidder to receive any such Addenda shall not relieve the bidder from any obligation under his bid as submitted.

5.4 Only interpretations issued by written Addenda will be binding; all such Addenda shall become part of the Contract Documents. Interpretations issued orally or by any means other than as specified in this Article 5 shall be without legal effect.

6. Bid Proposal

6.1 Each bid must be on a Bid Proposal furnished by the City as part of the Contract Documents. Any change in, or addition to, the Bid Proposal or any other modification of the Bid Proposal which is not specifically called for in the Contract Documents or the omission from the Bid Proposal of any information or response which is specially called for in the Contract Documents may result in the City's rejection of the bid as not being responsive to the Notice Inviting Bids.

6.2 All blanks in the Bid Proposal must be appropriately responded to. If an answer or other response to a blank is not applicable, the blank shall be responded to with "N.A.".

6.3 The Bid Proposal must be submitted electronically through www.QuestCDN.com. The bid sum and all bid amounts on the form must be stated in words and numerals; in case of a conflict, words will take precedence.

6.4 The Bid Proposal must not contain any erasures, interlineations or other corrections, unless each such correction is suitably authenticated by affixing in the margin immediately opposite the correction the surname(s) of the person(s) signing the bid.

6.5 The Bid Proposal and each Attachment thereto shall be executed in the manner required by the hereinafter Article 12.

6.6 No person, including without limitation, any individual, partnership or corporation, shall make, file or be interested in more than one bid for the work unless alternate bids are specifically called for in the Item #13. Page 81
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INSTRUCTIONS TO BIDDERS

SECTION II

Specifications. A person that has submitted a sub-bid to a bidder, that has quoted prices of materials to a bidder, is not disqualified from submitting a sub-bid or quoting price to other bidders or making a prime bid.

7. Submission of Bid

7.1 The bid shall be submitted within the time and at the place indicated in the Notice Inviting Bids.

7.2 Each bidder shall submit with its bid a pdf copy of the original bid bond, or a pdf copy of a cashier's check drawn on an acceptable bank, made payable, without condition, to the City of Glendora, California, in an amount of not less than ten percent (10%) of the total bid. Or, the Bidder may choose to provide a bid bond authorization code provided to them by Surety2000, which the Bidder shall keep in effect until the City gives written notice that it may be released. If the Bidder provides a pdf copy of a bid bond or a pdf copy of a certified cashier’s check, the original must be provided to the City after the bid opening and by the end of business of the fifth business day after the bid opening. The bid security shall be retained by the City until a contract for the project has been executed. Bid bonds will be returned or written notice of release will be given to the unsuccessful bidders, with the exception of the second qualifying bidder, at such time as their bids are rejected. In the event the successful bidder is unable to execute the contract, for whatever reason, City may exercise its legal prerogatives, including, but not limited to, enforcement of its rights as to the bid security.

7.3 The bid shall be accompanied with page 11 of the General Conditions initialed by the Contractor at section 6-9 liquidated damages.

8. Withdrawal of Bids
The Bidder may withdraw his bid by an appropriate document duly executed in the manner that a bid must be executed and delivered to the place where the bids are to be submitted at any time prior to the opening of bids.

9. Bids to Remain Open
All bids shall remain open for sixty (60) days after the date of the opening of bids. Prior to that date, the City: (i) may, at its sole discretion, release any bid and return the bidder's security, or (ii) shall release any bid and return all Bidder's Security, upon the successful bidder's furnishing the required bonds and certificate and any other required documents and return to the City all the required number of executed copies of the Agreement.

10. Award of Contract

10.1 The City reserves the right to reject any and all bids. The City also reserves the right to reject any bid that is not in strict accordance with the Contract Documents or, in the alternative, to waive any irregularity or informality in any bid or in the bidding. Discrepancies between words and numerals shall be resolved in favor of the correct sum. Discrepancies between the indicated sum of any column of figures and the correct sum thereof shall be resolved in favor of the correct sum [P.C.C. Section 20166].

10.2 If alternate bids are called for in the Specifications, the contract may be awarded at the election of the City to the successful bidder on the base bid or on the base bid and any alternate or combination of alternates.

10.3 If the contract is to be awarded, it shall be awarded to the lowest responsible bidder. The City may conduct such investigations as it deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the bidders. The award, if made, will be within sixty (60) days after the opening of bids.

11. Delivery of Agreement

11.1 Within fifteen (15) days before the award of the contract by the City Council, the successful bidder shall sign and deliver at least two (2) counterparts of the Agreement to the City Clerk together with the labor and materials bond, faithful performance bond, certificate regarding workers' compensation, insurance certificates, Item #13. Page 82
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INSTRUCTIONS TO BIDDERS

SECTION II

proof of a valid City of Glendora business license and any other documents required by the Contract Documents. The bonds and workers' compensation certificate shall be submitted on the forms which are part of the Contract Documents; no substitutions shall be accepted. Within fifteen (15) days after the award, the City shall deliver one fully signed counterpart to the successful bidder.

11.2 The Agreement and each Attachment thereto shall be executed in the manner required by the hereinafter Article 12.

11.3 If the successful bidder fails to furnish the required bonds, certificates and other documents within fifteen (15) days after the award of the contract by the City Council, the City may annul the award of the contract and the Bidder's Security of the bidder shall be forfeited, except as provided by California Public Contract Code Section 20174. [P.C.C. Section 20174]

12. Signatures

12.1 The Contract Documents and all attachments thereto shall be executed in the following manner: If the bidder is:
(a) An individual, in the name of the individual and if doing business by a fictitious name, the fictitious name and, if the document is the Bid Proposal or Agreement, the business address and telephone number of the individual must be shown below the signature.
(b) A partnership, in the partnership name and signed by a general partner, whose title must appear under the signature and, if the document is the Bid Proposal or Agreement, the business address and telephone number of the partnership must be shown below the signature. (c) A corporation, in the corporate name by a duly authorized officer or agent accompanied by evidence of authority to sign and the corporate seal must be affixed and attested by the secretary or an assistant secretary.

If the document is the Bid Proposal or Agreement, the state of incorporation shall be shown below the corporation name, and the corporate address and telephone number shall be shown below the signatures.

12.2 Attorneys in fact who sign any Contract Document or any attachment thereto must file with the document a certified copy of their power of attorney to sign said document.

12.3 All signatures must be in ink and all names must be typed or printed below the signature.

12.4 All signatures on the Bid Proposal and Agreement must be acknowledged before a notary public and a notary's certificate of each acknowledgment must be filed with the document.

13. Time for Commencement and Completion

13.1 Unless otherwise specified in the Special Conditions, the contractor shall:
(a) commence the work within (30) days after the award of the contract by the City Council; and (b) diligently prosecute the work to completion within one hundred twenty (120) working days after the commencement of work.

13.2 Upon written request of the contractor, and if approved in writing by the Engineer, the time for commencement, completion, or both may be extended.

End Section II - Instruction to Bidders
Item #13. Page 83
Meeting Date: 2/14/2023 / Packet Page #: 438
Revised 10/2019
BID PROPOSAL (Part 1)

SECTION III

BID PROPOSAL
WORK IDENTIFICATION: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339
NAME OF BIDDER:

CA. CONTRACTOR'S LICENSE:

No. Class Termination Date
PWC REGISTRATION (DIR):

No. Class Expiration Date

1. Proposal
(a) Bidder has examined copies of all the Contract Documents, including without limitation the Agreement wherein each of the other Contract Documents is identified, and accepts all the terms and conditions thereof. (b) Bidder proposes and agrees, if this bid is accepted, to enter into an agreement with City in the form included in the Contract Documents to complete all work as specified in the Agreement for the contract price and within the contract time indicated in this bid and in accordance with the Contract Documents. (c) This bid will remain open and not be withdrawn for the period specified in the Instructions to Bidders. If awarded the bid, bidder will sign the Agreement and submit the bonds, certificates and other documents required by the Contract Documents within fifteen (15) days after the date of the award of the contract by the City Council.
(d) Bidder has examined the site and locality where the work is to be performed and the legal requirements and conditions affecting the cost, progress and performance of the work in strict accordance with the Contract Documents.
(e) Bidder has included page 5 of 10 of the General Conditions initialed by the contractor at paragraph 4.03 Liquidated Damages.

2. Bid
Bidder agrees to construct and complete, ready for use, all work as required and made necessary by the Contract Documents for the sum of
dollars ($ ).

If the Contract Documents include a Unit Price List, Bidder acknowledges that the total bid sum shown in this paragraph 2 and the estimated quantities and amounts shown on the Unit Price List are for purposes of comparison of bids only. Bidder also acknowledges that the City does not expressly or by implication agree that the actual amount of work shall correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work as may be deemed necessary or expedient by the Engineer and that final payment shall be made at the unit prices bid, upon the basis of actual measured quantities as the same may be finally determined by the City Engineer.

Bidder acknowledges that the total bid sum shown in this paragraph 2, and all sums shown on any Unit Price List attached hereto, includes (i) all labor, materials, tools, equipment and services and all taxes, insurance, other general expenses, overhead and profit and (ii) all trenching, backfilling, grading, excavation and fill, resurfacing of every character, grubbing and clearing and removal of all obstructions necessary for the doing of the work, the preservation of existing structures, shrubs, and trees, where required, and the shoring, bridging and bracing required and incident to the doing of the work, together with all fittings and joints, of every Item #13. Page 84
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BID PROPOSAL (Part 1)

SECTION III

character, connected in place, area clean-up, traffic protection, and the reconstruction and severances required in the doing of the work.

3. Schedule
Bidder understands that early completion is important to the City. Therefore, time being of the essence, bidder proposes that the work will be commenced and will be completed within the time specified in Article 13 of the Instruction to Bidders.

4. Addenda
Bidder acknowledges receipt of Addenda identified as:

5. Bidder Information
(a) Bidder has years of experience as a contractor in construction work. (b) Bidder has recently completed the three (3) following construction works:

Contract Class Date
Amount of Work Completed Name & Address of Owner

6. Designation of Subcontractors
In compliance with the Subletting and Subcontracting Fair Practices Act, Public Contract Code Section 4100 et seq., listed below is each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one (0.5%) percent of the total bid.

In the case of bids or offers for the construction of streets or highways, including bridges, listed below is each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or will specifically fabricate and install a portion of the work in an amount in excess of one half of one percent (0.5%) of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater.

Also listed below is the portion of the work which will be done by each subcontractor. (List only one subcontractor for each portion of the work as defined by the bidder in this bid.) [P.C.C. Section 4100 et seq.,] Portion
Subcontractor Location of work of work
Name & PWC registration #
Item #13. Page 85
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BID PROPOSAL (Part 1)

SECTION III

7. Attachments
The following documents, signed in accordance with Article 12 of the Instructions to Bidders, are attached to, and made a part of, this bid:
(a) Non Collusion Affidavit, as required by Public Contract Code Section 7106 and made a part of this Bid Proposal at page 5
(b) Required Bid Security in the form of
(c) Unit Price List
(d) Page 11 of the General Conditions initialed by the Contractor at Section 6-9 Liquidated Damages (e) Other pertinent documents (list here and attach to this bid) Dated this day of , 2022
IF BIDDER IS:

An Individual
By ,
(Individual's Name)
doing business as
Business address:

Phone No.: ( )
A Partnership
(Firm Name)
By
(General Partner) (Title)
Business address:

Phone No.: ( )
Item #13. Page 86
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BID PROPOSAL (Part 1)

SECTION III

A Corporation
(Corporation Name) (State of Incorporation)
By
(Person Authorized to Sign) (Title)
(Corporate Seal) Attest
(Secretary)
Business address:

Phone No.: ( )
A Joint Venture
By
(Name)
(Address & Phone No.)
By
(Name)
(Address & Phone No.)
Item #13. Page 87
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BID PROPOSAL (Part 1)

SECTION III

NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND

SUBMITTED WITH BID
State of California
ss.

County of Los Angeles
, being first duly sworn, deposes and says that he or she is of , the party making the
foregoing bid, that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, 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, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
[P.C.C. Section 7106]
End Section III - Proposal (Part 1)
Item #13. Page 88
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PROPOSAL (Part 2 - Unit Price List)

SECTION III

Unit Price List
WORK IDENTIFICATION: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339
NAME OF BIDDER:

ADDRESS: PHONE NO:

CA. CONTRACTOR'S LICENSE:

No. Class Termination Date
PWC REGISTRATION (D.I.R.)
No. City Expiration Date
Bid Schedule A
Item Description Quantity Unit Unit Price Total Price
1 Bonding, Mobilization & Insurance 1 LS $ $
2 Construction Staking 1 LS $ $
3 Re-establish Survey Monument Including Tie
Out 7 EA $ $
4 Traffic Control 1 LS $ $
5 Traffic Signing, Striping, Pavement Markers
and Pavement Markings. 1 LS $ $
6 Grind and Cold Mill Roadway to Depth of 2.5". 329,100 SF $ $ 7 Construct Uniform 2.5" Thick ARHM Surface
Course. 5,150 TON $ $
8 Remove Existing AC Pavement and Base and
Construct 6-Inch Thick Full Depth AC Slot
Repair.
6,140 SF $ $
9 Adjust Water Valve Frame and Cover to
Grade 89 EA $ $
10 Adjust Storm Drain Manhole Frame and
Cover to Grade 5 EA $ $
11 Adjust Sewer Manhole Frame and Cover to
Grade 23 EA $ $
12 Adjust Telecom Manhole Frame and Cover to
Grade 5 EA $ $
13 Re-Install Type D or Type E Traffic Loop (6'
Diameter) 25 EA $ $
14 Sawcut and Remove Existing Curb Ramp.

Construct New PCC Curb Ramp Per SPPWC
Std. Plan No. 111-5.
20 EA $ $
Item #13. Page 89
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PROPOSAL (Part 2 - Unit Price List)

SECTION III

Item Description Quantity Unit Unit Price Total Price
15 Sawcut and Remove Existing Curb and
Gutter. Construct New PCC Curb and Gutter
Per SPPWC Std. Plan No. 120-3, Type A2-8.
2,510 LF $ $
16 Sawcut and Remove Existing Cross
Gutter/Spandrel. Construct New PCC Cross
Gutter/Spandrel Per SPPWC Std. Plan No.
122-3.
4,340 SF $ $
17 Sawcut and Remove Existing Sidewalk.

Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
3,280 SF $ $
18 Adjust Water Meter Box to Grade 3 EA $ $
19 Adjust Telecom Manhole Frame and Cover to
Grade 1 EA $ $
20 Remove and Replace Traffic Signal Pull Box
to Grade 9 EA $ $
21 Sawcut and Remove Existing Curb/Parkway
Drain. Construct New Curb/Parkway Drain
Per SPPWC Std. Plan No. 150-4 or 151-3.
3 EA $ $
22 Root Pruning and Install Tree Root Barrier per
SPPWC Std. Plan 523-2. 60 LF $ $
23 Construct 8-inch Ductile Iron Water Main,
Class 350. 7,340 LF $ $
24 Install 4" Gate Valve with Valve Box
Assembly. 1 EA $ $
25 Install 8" Gate Valve with Valve Box
Assembly. 32 EA $ $
26 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 6" Main 1 EA $ $
27 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 8" Main 1 EA $ $
28 Install 6"X6"X6" Flanged Tee and Tie into
Existing 6" Main 2 EA $ $
29 Install 8"X8"X8" Flanged Tee and Tie into
Existing 8" Main
10 EA $ $
30 Install 8"X10"X10" Flanged Tee and Tie into
Existing 10" Main
2 EA $ $
31 Install 8" to 6" Reducer, (MJ X MJ). 2 EA $ $
32 Install 10" to 8" Reducer, (MJ X MJ). 2 EA $ $
33 Install 1" Service Assembly with New Meter
Box and Abandon Existing Service
Connection at Main. Connect to Existing 3/4"
Meter. City to Provide New Meter Box.
104 EA $ $
34 Install 1" Service Assembly with New Meter
Box and 3/4" Meter. City to Provide New
Meter and Meter Box.
17 EA $ $
35 Remove Existing Fire Hydrant Assembly and
Construct New Fire Hydrant Assembly.
14 EA $ $
Item #13. Page 90
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SECTION III

Item Description Quantity Unit Unit Price Total Price
Deliver Old Fire Hydrant to City Water Yard.
36 Protect Existing 4" Meter and Vault in Place.

Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to Existing
4" Meter.
1 EA $ $
37 Protect Existing 8" Fire Service in Place.

Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to Existing
8" Service.
1 EA $ $
38 Remove Existing Air Release Valve
Assembly.
1 EA $ $
39 Construct New Air Release Valve Assembly. 4 EA $ $
40 Construct New 1" Sample Station Assembly. 1 EA $ $
41 Jacking and Boring of 8" DIP Under Existing
Flood Control Channel
1 LS $ $
42 Construct 8-inch Water Main Under Existing
Conflicting Utility Structure per The Pipe
Crossing Bend Detail As Needed.
23 EA $ $
43 Install 2-Sack Slurry Backfill. 3 CY $ $
Bid Schedule A Total
___________________________________________________________________________________ Bid Schedule A Total In Words
Bid Schedule B – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
44 Sawcut and Remove Existing Sidewalk.

Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
5,100 SF $ $
45 Sawcut and Remove Existing Driveway.

Construct New PCC Driveway Per City of
Glendora S.D. and S.NO. 1.14.
3,800 SF $ $
46 Remove Existing AC Pavement and Base and
Construct 6-Inch Thick Full Depth AC Slot
Repair.
200 SF $ $
47 Adjust Water Meter Box to Grade 14 EA $ $
48 Adjust Telecom Pull Box to Grade 5 EA $ $
49 Root Pruning and Install Tree Root Barrier
per SPPWC Std. Plan 523-2. 110 LF $ $
50 Remove and Dispose Tree, Tree Stump, and
Interfering Roots. Backfill Hole and
Compact/Re-grade.
4 EA $ $
Bid Schedule B Total
Item #13. Page 91
Meeting Date: 2/14/2023 / Packet Page #: 446
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)

SECTION III

___________________________________________________________________________________ Bid Schedule B Total In Words
Bid Schedule C – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
51 Sawcut and Remove Existing PCC Driveway. 620 SF $ $
52 Sawcut and Remove Existing PCC and AC
berm 204 SF $ $
53 Sawcut and remove existing asphalt
concrete, base, and subgrade materials to

18.5" depth for roadway construction,
including excess dirt for driveway and
sidewalk construction
32 CY $ $
54 Remove and dispose existing orange tree,
including roots and stump
1 EA $ $
55 Remove and salvage existing traffic sign 1 EA $ $
56 Construct 8” PCC curb and gutter per City of
Glendora S.D. & S. No. 1.02 81 LF $ $
57 Construct PCC sidewalk per City of Glendora
S.D. & S. No. 1.02 395 SF $ $
58 Construct PCC driveway approach per City of
Glendora S.D. & S. No. 1.14, including
installing #4-12" long dowels to connect new
driveway approach to existing driveway
175 SF $ $
59 Construct stamped PCC driveway area to
matching existing PCC thickness, color,
pattern, and texture
275 SF $ $
60 Construct crushed aggregate base 19 TON $ $
61 Construct asphalt concrete base course (PG
64-10-B) 8 TON $ $
62 Construct asphalt concrete surface course
(PG 64-10-C) 5 TON $ $
Bid Schedule C Total
___________________________________________________________________________________ Bid Schedule C Total In Words
GRAND TOTAL PROJECT BID COST (SCHEDULE A + B + C): $ ______________________

In Words
The City has the option to reject all bids with or without cause. The City also has the option to remove bid items at its discretion. If the City chooses to remove bid items, no bid price adjustment will be allowed.

Item #13. Page 92
Meeting Date: 2/14/2023 / Packet Page #: 447
Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)

SECTION III

(Bidder)
By:
(Signature) (Date)
(Title)
NOTE:

In case of error in extension of price into
Total Price Column, the Unit Price will
govern.

Item #13. Page 93
Meeting Date: 2/14/2023 / Packet Page #: 448
Revised 08/2012

BID BOND

SECTION IV

BID BOND
The following City of Glendora form for the
Bid Bond MUST be used in accordance with
the instructions on the following pages.

Item #13. Page 94
Meeting Date: 2/14/2023 / Packet Page #: 449
Revised 08/2012

BID BOND

SECTION IV

BID BOND
KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, (hereinafter
"Contractor") intends to submit a bid to the City of Glendora, California, a municipal corporation, (hereinafter "City") for the work identified as follows:

Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339
NOW, THEREFORE, we, the Contractor, as Principal, and a corporation organized and existing under the laws of the State of California and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bond unto the City, as Obligee, in the sum of dollars
($ ) lawful money of the United States of America, said sum being not less than ten (10) percent of the bid amount for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the said Obligee shall accept the bid of the said Principal and said Principal shall enter into an Agreement with said Obligee in accordance with the terms of the bid and shall give therewith such bonds, certificates and other documents as may be required in the Notice Inviting Bids or the other Contract Documents or in the event of the failure of said Principal to enter such Agreement and give any such bond, certificate or other document, if said Principal shall pay to said Obligee the difference not to exceed the penalty thereof between the amount specified in said bid and such larger amount for which said Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. In case suit is brought upon this bond, the court shall fix and award and the surety shall pay, in addition to the face amount hereof, costs and reasonable attorney's fees incurred by the City in successfully enforcing said obligation.

IN WITNESS THEREOF, we have hereunto set our hands and seal this day of
, 2022.
(Corporate Seal)
(Principal)
By
Title
(Corporate Seal)
(Surety)
By
Title
[P.C.C. Sections 20170, 20171]
End Section IV - Bid Bond
Item #13. Page 95
Meeting Date: 2/14/2023 / Packet Page #: 450
Revised 01/2021

AGREEMENT

SECTION V
BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339

PUBLIC WORKS AGREEMENT
By and Between

CITY OF GLENDORA
and
_____________________________________
Item #13. Page 96
Meeting Date: 2/14/2023 / Packet Page #: 451
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339

AGREEMENT FOR PUBLIC WORKS SERVICES

BETWEEN THE CITY OF GLENDORA AND
_____________________
THIS AGREEMENT FOR PUBLIC WORKS SERVICES (herein “Agreement”) is made and entered into this ____ day of ________, 2023 by and between the City of Glendora, a California municipal corporation (“City”) and ________________, _________________ (“Contractor”). City and Contractor may be referred to, individually or collectively, as “Party” or “Parties.”

RECITALS
A. City has sought, by issuance of a Request for Proposals or Invitation for Bids, the performance of the services defined and described particularly in Article 1 of this Agreement.

B. Contractor, following submission of a proposal or bid for the performance of the services defined and described particularly in Article 1 of this Agreement, was selected by the City to perform those services.

C. Pursuant to the City of Glendora Municipal Code, City has authority to enter into and execute this Agreement.

D. The Parties desire to formalize the selection of Contractor for performance of those services defined and described particularly in Article 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the parties agree as follows:

ARTICLE 1. WORK OF CONTRACTOR

1.1 Scope of Work.

In compliance with all terms and conditions of this Agreement, the Contractor shall provide those services specified in the “Scope of Work” attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to the City entering into this Agreement, Contractor represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the work required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein.

Contractor shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all services described herein. Contractor covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended. For purposes of this Item #13. Page 97
Meeting Date: 2/14/2023 / Packet Page #: 452
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 Agreement, the phrase “highest professional standards” shall mean those standards of practice recognized by one or more first-class firms performing similar work under similar circumstances.

1.2 Bid Documents.

The Scope of Work shall include the “General Provisions” and “Special Provisions” in the bid documents for the project entitled Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339, including any documents or exhibits referenced therein (collectively, “bid documents”), all of which are incorporated herein by this reference. In the event of any inconsistency between the terms of the bid documents and this Agreement, the terms of this Agreement shall govern.

1.3 Compliance with Law.

Contractor shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered.

1.4 Compliance with California Labor Law.
(a) Public Work. The Parties acknowledge that the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by regulation.
(b) Prevailing Wages. Contractor shall pay prevailing wages to the extent required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Contractor acknowledges receipt of a copy of the Department of Industrial Relations (DIR) determination of the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job site where work is performed under this Agreement.
(c) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor. (d) Payroll Records. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep Item #13. Page 98
Meeting Date: 2/14/2023 / Packet Page #: 453
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. (e) Apprentices. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects.

Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program.

Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(f) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor constitutes a legal day's work. Contractor shall comply with and be bound by Labor Code Section 1810.
(g) Penalties for Excess Hours. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code section 1815, work performed by employees of Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than one and one-half (1½) times the basic rate of pay.
(h) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Contractor certifies as follows:
“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.”
Contractor’s Authorized Initials _______________
(Name)
(Title)
Item #13. Page 99
Meeting Date: 2/14/2023 / Packet Page #: 454
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 (i) Contractor’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Contractor shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Contractor shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any such failure by any subcontractor.

1.5 Licenses, Permits, Fees and Assessments.

Contractor shall obtain at its sole cost and expense such licenses, permits, registrations, and approvals as may be required by law for the performance of the services required by this Agreement. Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.

1.6 Familiarity with Work.
(a) By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the scope of work to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder.
(b) Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any: (i) material Contractor believes may be hazardous waste as defined in Section 25117 of the Health & Safety Code required to be removed to a Class I, II, or III disposal site in accordance with existing law; (ii) subsurface, unknown or latent conditions, materially different from those indicated; or (iii) unknown physical conditions at the site of any unusual nature, different from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, and will materially affect the performance of the services hereunder.
(c) City shall promptly investigate the conditions, and if it finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, performance of any part of the work, shall issue a change order per Section 1.10 of this Agreement.
(d) 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 Item #13. Page 100
Meeting Date: 2/14/2023 / Packet Page #: 455
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date set, but shall proceed with all work to be performed under the Agreement. 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.
(e) City will compensate Contractor to the extent required by Government Code Section 4215 by issuing a change order per Section 1.10 of this Agreement.

1.7 Protection and Care of Work and Materials.

The Contractor shall adopt reasonable methods, including providing and maintaining storage facilities, during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as caused by City’s own negligence. Stored materials shall be reasonably accessible for inspection. Contractor shall not, without City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the work.

1.8 Warranty.

Contractor warrants all work under the Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Agreement or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the work or non-conformance of the work to the Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act as soon as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair, remove and replace any portions of the work (or work of other contractors) damaged by its defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor's obligation hereunder to correct defective work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected work.

Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any Item #13. Page 101
Meeting Date: 2/14/2023 / Packet Page #: 456
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 other warranty or guaranty under this Agreement, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense.

Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

1.9 Further Responsibilities of Parties.

Both parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both parties agree to act in good faith to execute all instruments, prepare all documents and take all actions as may be reasonably necessary to carry out the purposes of this Agreement. Unless hereafter specified, neither party shall be responsible for the service of the other.

1.10 Additional Work and Change Orders.
(a) City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Work or make changes by altering, adding to or deducting from said work. No such extra work may be undertaken unless a written change order is first given by the Contract Officer to the Contractor, incorporating therein any adjustment in (i) the Contract Sum, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Contractor (“Change Order”). All Change Orders must be signed by the Contractor and Contract Officer prior to commencing the extra work thereunder.
(b) Any increase in compensation of up to ten percent (10%) of the Contract Sum or $25,000, whichever is less; or any increase in the time to perform of up to one hundred eighty (180) days; and does not materially affect the Work and which are not detrimental to the Work or to the interest of the City, may be approved by the Contract Officer. Any greater increases, taken either separately or cumulatively, must be approved by the City Council. (c) Any adjustment in the Contract Sum for a Change Order must be in accordance with the rates set forth in the Schedule of Compensation in Exhibit “C”. If the rates in the Schedule of Compensation do not cover the type of work in the Change Order, the cost of such work shall not exceed an amount agreed upon in writing and signed by Contractor and Contract Officer. If the cost of the Change Order cannot be agreed upon, the City will pay for actual work of the Change Order completed, to the satisfaction of the City, as follows:
(i) Labor: the cost of labor shall be the actual cost for wages of workers and subcontractors performing the work for the Change Order at the time such work is done. The use of labor classifications that would increase the cost of such work shall not be permitted.
(ii) Materials and Equipment: the cost of materials and equipment shall be at cost to Contractor or lowest current price which such materials and equipment are reasonably available at the time the work is done, whichever is lower.

Item #13. Page 102
Meeting Date: 2/14/2023 / Packet Page #: 457
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 (iii) If the cost of the extra work cannot be agreed upon, the Contractor must provide a daily report that includes invoices for labor, materials and equipment costs for the work under the Change Order. The daily report must include: list of names of workers, classifications, and hours worked; description and list of quantities of materials used; type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable; description of other City authorized services and expenditures in such detail as the City may require. Failure to submit a daily report by the close of the next working day may, at the City’s sole and absolute discretion, waive the Contractor’s rights for that day. (d) It is expressly understood by Contractor that the provisions of this Section 1.10 shall not apply to services specifically set forth in the Scope of Work. Contractor hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Work may be more costly or time consuming than Contractor anticipates and that Contractor shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other contractors. (e) No claim for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed.

1.11 Special Requirements.

Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern.

ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.

2.1 Contract Sum.

Subject to any limitations set forth in this Agreement, City agrees to pay Contractor the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed $______ (________________ Dollars) (the “Contract Sum”), unless additional compensation is approved pursuant to Section 1.10.

2.2 Method of Compensation.

The method of compensation may include: (i) a lump sum payment upon completion; (ii) payment in accordance with specified tasks or the percentage of completion of the services less the contract retention; (iii) payment for time and materials based upon the Contractor’s rates as specified in the Schedule of Compensation, provided that (a) time estimates are provided for the performance of sub tasks, (b) contract retention is maintained and (c) the Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.

Item #13. Page 103
Meeting Date: 2/14/2023 / Packet Page #: 458
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339

2.3 Reimbursable Expenses.

Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Contractor at all project meetings reasonably deemed necessary by the City.

Coordination of the performance of the work with City is a critical component of the services. If Contractor is required to attend additional meetings to facilitate such coordination, Contractor shall not be entitled to any additional compensation for attending said meetings.

2.4 Invoices.

Each month Contractor shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month in a form approved by City’s Director of Finance. By submitting an invoice for payment under this Agreement, Contractor is certifying compliance with all provisions of the Agreement. The invoice shall contain all information specified in Exhibit “C”, and shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts. Sub-contractor charges shall also be detailed by such categories.

Contractor shall not invoice City for any duplicate services performed by more than one person.

City shall, as soon as practicable, independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Contractor which are disputed by City, or as provided in Section 7.3, City will cause Contractor to be paid within thirty (30) days of receipt of Contractor’s correct and undisputed invoice; however, Contractor acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event that City does not cause Contractor to be paid within thirty (30) days of receipt of an undisputed and properly submitted invoice, Contractor shall be entitled to the payment of interest to the extent allowed under Public Contract Code Section 20104.50. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor, not later than seven (7) days after receipt by the City, for correction and resubmission. Returned invoices shall be accompanied by a document setting forth in writing the reasons why the payment request was rejected. Review and payment by the City of any invoice provided by the Contractor shall not constitute a waiver of any rights or remedies provided herein or any applicable law.

2.5 Waiver.

Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.

ARTICLE 3. PERFORMANCE SCHEDULE

3.1 Time of Essence.

Time is of the essence in the performance of this Agreement.

Item #13. Page 104
Meeting Date: 2/14/2023 / Packet Page #: 459
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339

3.2 Schedule of Performance.

Contractor shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Contractor, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer but not exceeding one hundred eighty (180) days cumulatively.

3.3 Force Majeure.

The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of the Agreement pursuant to this Section.

3.4 Inspection and Final Acceptance.

City may inspect and accept or reject any of Contractor’s work under this Agreement, either during performance or when completed. City shall reject or finally accept Contractor’s work within forty-five (45) days after submitted to City. City shall accept work by a timely written acceptance, otherwise work shall be deemed to have been rejected. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as to amount to fraud. Acceptance of any work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Articles 1 and 5, pertaining to warranty and indemnification and insurance, respectively.

3.5 Term.

Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding one (1) years from the date hereof, except as otherwise provided in the Schedule of Performance (Exhibit “D”). The City Manager may, at his/her sole discretion, extend the Agreement for zero (0) additional one-year terms.

Item #13. Page 105
Meeting Date: 2/14/2023 / Packet Page #: 460
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 ARTICLE 4. COORDINATION OF WORK

4.1 Representatives and Personnel of Contractor.

The following principals of Contractor (“Principals”) are hereby designated as being the principals and representatives of Contractor authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith:
(Name), (Title)
(Name), (Title)
It is expressly understood that the experience, knowledge, capability and reputation of the foregoing Principals were a substantial inducement for City to enter into this Agreement.

Therefore, the Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the services hereunder.

All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.

4.2 Status of Contractor.

Contractor shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.

4.3 Contract Officer.

The Contract Officer shall be Alison Sweet, City Engineer, or such person as may be designated by the City Manager. It shall be the Contractor’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the Contractor shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Item #13. Page 106
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Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.

4.4 Independent Contractor.

Neither the City nor any of its employees shall have any control over the manner, mode or means by which Contractor, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Contractor’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Contractor shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. Contractor shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City. City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.

4.5 Prohibition Against Subcontracting or Assignment.

The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. All subcontractors shall obtain, at its or Contractor’s expense, such licenses, permits, registrations and approvals (including from the City) as may be required by law for the performance of any services or work under this Agreement. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.

ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS

5.1 Insurance Coverages.

Without limiting Contractor’s indemnification of City, and prior to commencement of any services under this Agreement, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City.
(a) General liability insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has Item #13. Page 107
Meeting Date: 2/14/2023 / Packet Page #: 462
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
(b) Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. (c) Professional liability (errors & omissions) insurance. Contractor shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Contractor agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement. (d) Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(e) Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (f) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”.

5.2 General Insurance Requirements.
(a) Proof of insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(b) Duration of coverage. Contractor shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Contractor, its agents, representatives, employees or subcontractors. (c) Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and nonItem #13. Page 108 Meeting Date: 2/14/2023 / Packet Page #: 463
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 contributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
(d) City’s rights of enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (e) Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager.
(f) Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
(g) Enforcement of contract provisions (non-estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
(h) Requirements not limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional insured status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

Item #13. Page 109
Meeting Date: 2/14/2023 / Packet Page #: 464
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 (k) Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (l) Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass through clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review. (n) Agency’s right to revise specifications. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
(o) Self-insured retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.
(p) Timely notice of claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

5.3 Indemnification.

To the full extent permitted by law, Contractor agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Contractor, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Contractor is legally liable (“indemnitors”), or arising from Contractor’s or indemnitors’ Item #13. Page 110
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Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 reckless or willful misconduct, or arising from Contractor’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith:
(a) Contractor will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith;
(b) Contractor will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work, operations or activities of Contractor hereunder; and Contractor agrees to save and hold the City, its officers, agents, and employees harmless therefrom;
(c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Contractor hereunder, Contractor agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees.

In addition, Contractor agrees to indemnify, defend and hold harmless the Indemnified Parties from, any and all claims and liabilities for any infringement of patent rights, copyrights or trademark on any person or persons in consequence of the use by the Indemnified Parties of articles to be supplied by Contractor under this Agreement, and of which the Contractor is not the patentee or assignee or has not the lawful right to sell the same.

Contractor shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Contractor shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Contractor in the performance of professional services and work hereunder. The provisions of this Section do not apply to claims or liabilities occurring as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Contractor and shall survive termination of this Agreement.

5.4 Notification of Third-Party Claims.

City shall timely notify Contractor of the receipt of any third-party claim relating to the work under this Agreement. City shall be entitled to recover from Contractor its reasonable costs incurred in providing such notification.

Item #13. Page 111
Meeting Date: 2/14/2023 / Packet Page #: 466
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339

5.5 Performance and Labor Bonds.

Concurrently with execution of this Agreement Contractor shall deliver to the City, the following:
(a) A performance bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the faithful performance of this Agreement.
(b) A labor and materials bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the payment of all persons furnishing labor and/or materials in connection with the work under this Agreement.

Both the performance and labors bonds required under this Section 5.5 shall contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his power of attorney. The bond shall be unconditional and remain in force during the entire term of the Agreement and shall be null and void only if the Contractor promptly and faithfully performs all terms and conditions of this Agreement and pays all labor and materials for work and services under this Agreement.

5.6 Sufficiency of Insurer or Surety.

Insurance and bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A” or better in the most recent edition of Best’s Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better, unless such requirements are waived by the Risk Manager of the City (“Risk Manager”) due to unique circumstances. If this Agreement continues for more than 3 years duration, or in the event the Risk Manager determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the performance bond required by Section 5.5 may be changed accordingly upon receipt of written notice from the Risk Manager.

5.7 Substitution of Securities.

Pursuant to Public Contract Code Section 22300, substitution of eligible equivalent securities for any funds withheld to ensure performance under this Agreement may be permitted at the request and sole expense of the Contractor. Alternatively, the Contractor may, pursuant to an escrow agreement in a form prescribed by Public Contract Code Section 22300, request payment of retentions funds earned directly to the escrow agent at the sole expense of the Contractor.

5.8 Release of Securities.

City shall release the Performance and Labor Bonds when the following have occurred:
(a) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under Article 5 of this Agreement; Item #13. Page 112
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Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 (b) the Work has been accepted; and
(c) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the Labor Bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.

ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION

6.1 Records.

Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, certified and accurate copies of payroll records in compliance with all applicable laws, or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of 3 years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Contractor’s business, custody of the books and records may be given to City, and access shall be provided by Contractor’s successor in interest. Notwithstanding the above, the Contractor shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.

6.2 Reports.

Contractor shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require. Contractor hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Contractor is providing design services, the cost of the project being designed, Contractor shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Contractor is providing design services, the estimated increased or decreased cost estimate for the project being designed.

6.3 Ownership of Documents.

All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Contractor shall have no claim Item #13. Page 113
Meeting Date: 2/14/2023 / Packet Page #: 468
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, reuse or assignment. Contractor may retain copies of such documents for its own use.

Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom. Moreover, Contractor with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.

6.4 Confidentiality and Release of Information.
(a) information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives City notice of such court order or subpoena. (c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorneys’ fees, caused by or incurred as a result of Contractor’s conduct. (d) Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.

Item #13. Page 114
Meeting Date: 2/14/2023 / Packet Page #: 469
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION

7.1 California Law.

This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.

7.2 Disputes.
(a) Default; Cure. In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any work performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Contractor is in default, the City shall hold all invoices and shall proceed with payment on the invoices only when the default is cured. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under this Article.

Any failure on the part of the City to give notice of the Contractor’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.
(b) Dispute Resolution. This contract is subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the California Public Contract Code regarding the resolution of public works claims of less than $375,000. Article 1.5 mandates certain procedures for the filing of claims and supporting documentation by the Contractor, for the response to such claims by the City, for a mandatory meet and confer conference upon the request of the Contractor, for mandatory non-binding mediation in the event litigation is commenced, and for mandatory judicial arbitration upon the failure to resolve the dispute through mediation. This Agreement hereby incorporates the provisions of Article 1.5 as though fully set forth herein.

7.3 Retention of Funds.

Contractor hereby authorizes City to deduct from any amount payable to Contractor (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Contractor’s acts or omissions in performing or failing to perform Contractor’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Contractor, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for Item #13. Page 115
Meeting Date: 2/14/2023 / Packet Page #: 470
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Contractor to insure, indemnify, and protect City as elsewhere provided herein.

7.4 Waiver.

Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.

Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver.

Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

7.5 Rights and Remedies are Cumulative.

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.

7.6 Legal Action.

In addition to any other rights or remedies, either party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Contractor shall file a claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.

7.7 Liquidated Damages.

Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of $1,000.00 (One Thousand Dollars) as liquidated damages for each working day of delay in the performance of any service required hereunder, as specified in the Schedule of Performance (Exhibit “D”). The City may withhold from any monies payable on account of services performed by the Contractor any accrued liquidated damages. Pursuant to Government Code Section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the project when such delay was caused by the failure of the public agency or owner of the utility to provide for removal or relocation of utility facilities.

Item #13. Page 116
Meeting Date: 2/14/2023 / Packet Page #: 471
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339

7.8 Termination Prior to Expiration of Term.

This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days’ written notice to Contractor, except that where termination is due to the fault of the Contractor, the period of notice may be such shorter time as may be determined by the Contract Officer. In addition, the Contractor reserves the right to terminate this Contract at any time, with or without cause, upon sixty (60) days’ written notice to City, except that where termination is due to the fault of the City, the period of notice may be such shorter time as the Contractor may determine. Upon receipt of any notice of termination, Contractor shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Except where the Contractor has initiated termination, the Contractor shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Contractor has initiated termination, the Contractor shall be entitled to compensation only for the reasonable value of the work product actually produced hereunder. In the event of termination without cause pursuant to this Section, the terminating party need not provide the non-terminating party with the opportunity to cure pursuant to Section 7.2.

7.9 Termination for Default of Contractor.

If termination is due to the failure of the Contractor to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Contractor shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Contractor for the purpose of set-off or partial payment of the amounts owed the City as previously stated.

7.10 Attorneys’ Fees.

If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s fees on any appeal, and in addition a party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

7.11 Unfair Business Practices Claims.

In entering into this Agreement, Contractor offers and agrees to assign to the City 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. § 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) Item #13. Page 117
Meeting Date: 2/14/2023 / Packet Page #: 472
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials related to this Agreement. This assignment shall be made and become effective at the time the City renders final payment to the Contractor without further acknowledgment of the Parties.

ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION

8.1 Non-liability of City Officers and Employees.

No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

8.2 Conflict of Interest.

Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.

No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which effects his financial interest or the financial interest of any corporation, partnership or association in which he is, directly or indirectly, interested, in violation of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.

8.3 Covenant Against Discrimination.

Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class.

8.4 Unauthorized Aliens.

Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, Item #13. Page 118
Meeting Date: 2/14/2023 / Packet Page #: 473
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.

ARTICLE 9. MISCELLANEOUS PROVISIONS

9.1 Notices.

Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380, and in the case of the Contractor, to the person at the address designated on the execution page of this Agreement. Either party may change its address by notifying the other party of the change of address in writing.

Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section. All correspondence relating to this Agreement shall be serialized consecutively.

9.2 Interpretation.

The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.

9.3 Counterparts.

This Agreement may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument.

9.4 Integration; Amendment.

This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.

9.5 Severability.

In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent Item #13. Page 119
Meeting Date: 2/14/2023 / Packet Page #: 474
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless.

9.6 Warranty & Representation of Non-Collusion.

No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Contractor warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement.

Contractor further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Contractor is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.

Contractor’s Authorized Initials ___________________
(Name)
(Title)

9.7 Corporate Authority.

The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties. [SIGNATURES ON FOLLOWING PAGE]
Item #13. Page 120
Meeting Date: 2/14/2023 / Packet Page #: 475
Revised 01/2021

AGREEMENT

SECTION V

BENNETT, WASHINGTON, WESTRIDGE, BENDER AVE WATER AND STREET IMPROVEMENTS, PLAN NO 1338 &1339 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written.

CITY:

City of Glendora, a municipal corporation
Adam Raymond
City Manager
APPROVED AS TO FORM: CERTIFY AVAILABILITY OF FUNDS:

ALESHIRE & WYNDER, LLP
William W. Wynder
City Attorney
Marie Ricci
Administrative Services Director/City Treasurer
ATTEST:

Kathleen R. Sessman
City Clerk/Communications Director
CONTRACTOR:
(INSERT COMPANY NAME)
Name:

Title:

Email Address:

Name:

Title:

Email Address:

Address:

Two corporate officer signatures required when Contractor is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. CONTRACTOR’S SIGNATURES

SHALL BE DULY NOTARIZED, AND APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS

MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S BUSINESS ENTITY.

Item #13. Page 121
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01240.0001/535311.1 A-1
EXHIBIT “A”

SCOPE OF WORK
I. Contractor shall perform all of the work and comply with all of the specifications and requirements in the “General Provisions” and “Special Provisions” included in the bid documents for the project entitled Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339, including any documents or exhibits referenced therein.

II. Brief description of the work to be performed:

Bennett Ave, Washington Ave, Westridge Ave, and Bender Ave consists of installing 7335 new 8-inch water main and 329,000 square feet of street improvements. Street improvements include pavement rehabilitation, concrete sidewalk repairs, curb and gutter repairs, ADA compliant curb ramps, traffic signal loop replacement, signing, and striping.

This project will include a striping concept which will incorporate marked bike lanes.

Street improvement plans should include sufficient details necessary for constructions, including typical sections. Additionally, this project includes improvements to address drainage issues. The new water main will go under the existing storm drain across Bennett Ave.

III. In addition to the requirements of Section 6.2, during performance of the work, Contractor will keep the City apprised of the status of performance by delivering the following status reports:

A. Existing Conditions report and status of overall work schedule.

B. Progress reports of work completed over the past two (2) weeks.

C. The report of work to be completed over the next two (2) weeks.

D. Report on pending request for information (RFIs).

IV. All work is subject to review and acceptance by the City, and must be revised by the Contractor without additional charge to the City until found satisfactory and accepted by City.

V. Contractor shall provide safe and continuous passage for pedestrian and vehicular traffic in accordance with the Work Area Traffic Control Handbook (WATCH), latest edition.

Item #13. Page 122
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01240.0001/535311.1 B-1
EXHIBIT “B”

SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
Added text is indicated in bold italics, deleted text is indicated in strikethrough.

I. ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.

Add the following to Section 2.4 - Invoices:

In the event, a preliminary notice is posted by a subcontractor / supplier / manufacturer / vendor, an unconditional release will be required prior to releasing monies to the Contractor. Alternatively, an amount not to exceed the amount referred in the preliminary notice will be jointly released to the Contractor and the originator of the said notice with a conditional release from the said subcontractor / supplier / manufacturer / vendor.

II. ARTICLE 3. PERFORMANCE SCHEDULE
Add the following to Section 3.1 – Time of Essence:

Time being of the essence, the Contractor shall commence the work and shall diligently pursue the work to completion within the time stated in Article 13 of the Instructions to Bidders, and upon the work schedule, if any, as specified in the Special Conditions, except as such time may be extended in writing by the City in accordance with Section 3.2 and the provisions of the General Conditions.

Item #13. Page 123
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01240.0001/535311.1 C-1
EXHIBIT “C”

SCHEDULE OF COMPENSATION
I. Contractor shall perform all work at the rates on the Bid Sheet submitted as part of Contractor’s Proposal, and listed below:

Bid Schedule A
Item Description Quantity Unit Unit Price Total Price
1 Bonding, Mobilization & Insurance 1 LS $ $
2 Construction Staking 1 LS $ $
3 Re-establish Survey Monument Including
Tie Out 7 EA $ $
4 Traffic Control 1 LS $ $
5 Traffic Signing, Striping, Pavement Markers
and Pavement Markings. 1 LS $ $
6 Grind and Cold Mill Roadway to Depth of

2.5". 329,100 SF $ $
7 Construct Uniform 2.5" Thick ARHM
Surface Course. 5,150 TON $ $
8 Remove Existing AC Pavement and Base
and Construct 6-Inch Thick Full Depth AC
Slot Repair.
6,140 SF $ $
9 Adjust Water Valve Frame and Cover to
Grade 89 EA $ $
10 Adjust Storm Drain Manhole Frame and
Cover to Grade 5 EA $ $
11 Adjust Sewer Manhole Frame and Cover to
Grade 23 EA $ $
12 Adjust Telecom Manhole Frame and Cover
to Grade 5 EA $ $
13 Re-Install Type D or Type E Traffic Loop (6'
Diameter) 25 EA $ $
14 Sawcut and Remove Existing Curb Ramp.

Construct New PCC Curb Ramp Per
SPPWC Std. Plan No. 111-5.
20 EA $ $
15 Sawcut and Remove Existing Curb and
Gutter. Construct New PCC Curb and
Gutter Per SPPWC Std. Plan No. 120-3,
Type A2-8.
2,510 LF $ $
16 Sawcut and Remove Existing Cross
Gutter/Spandrel. Construct New PCC
Cross Gutter/Spandrel Per SPPWC Std.

Plan No. 122-3.
4,340 SF $ $
Item #13. Page 124
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Item Description Quantity Unit Unit Price Total Price
17 Sawcut and Remove Existing Sidewalk.

Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
3,280 SF $ $
18 Adjust Water Meter Box to Grade 3 EA $ $
19 Adjust Telecom Manhole Frame and Cover
to Grade 1 EA $ $
20 Remove and Replace Traffic Signal Pull
Box to Grade 9 EA $ $
21 Sawcut and Remove Existing
Curb/Parkway Drain. Construct New
Curb/Parkway Drain Per SPPWC Std. Plan
No. 150-4 or 151-3.
3 EA $ $
22 Root Pruning and Install Tree Root Barrier
per SPPWC Std. Plan 523-2. 60 LF $ $
23 Construct 8-inch Ductile Iron Water Main,
Class 350. 7,340 LF $ $
24 Install 4" Gate Valve with Valve Box
Assembly. 1 EA $ $
25 Install 8" Gate Valve with Valve Box
Assembly. 32 EA $ $
26 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 6" Main 1 EA $ $
27 Install Hydra-Stop Insta-Valve or Approved
Equal to Existing 8" Main 1 EA $ $
28 Install 6"X6"X6" Flanged Tee and Tie into
Existing 6" Main 2 EA $ $
29 Install 8"X8"X8" Flanged Tee and Tie into
Existing 8" Main
10 EA $ $
30 Install 8"X10"X10" Flanged Tee and Tie into
Existing 10" Main
2 EA $ $
31 Install 8" to 6" Reducer, (MJ X MJ). 2 EA $ $
32 Install 10" to 8" Reducer, (MJ X MJ). 2 EA $ $
33 Install 1" Service Assembly with New Meter
Box and Abandon Existing Service
Connection at Main. Connect to Existing
3/4" Meter. City to Provide New Meter Box.
104 EA $ $
34 Install 1" Service Assembly with New Meter
Box and 3/4" Meter. City to Provide New
Meter and Meter Box.
17 EA $ $
35 Remove Existing Fire Hydrant Assembly
and Construct New Fire Hydrant Assembly.

Deliver Old Fire Hydrant to City Water Yard.
14 EA $ $
36 Protect Existing 4" Meter and Vault in Place.

Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to
Existing 4" Meter.
1 EA $ $
Item #13. Page 125
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01240.0001/535311.1 C-3
Item Description Quantity Unit Unit Price Total Price
37 Protect Existing 8" Fire Service in Place.

Remove Interfering Portion of Existing Pipe
and Make Necessary Connection to
Existing 8" Service.
1 EA $ $
38 Remove Existing Air Release Valve
Assembly.
1 EA $ $
39 Construct New Air Release Valve
Assembly.
4 EA $ $
40 Construct New 1" Sample Station
Assembly.
1 EA $ $
41 Jacking and Boring of 8" DIP Under Existing
Flood Control Channel
1 LS $ $
42 Construct 8-inch Water Main Under Existing
Conflicting Utility Structure per The Pipe
Crossing Bend Detail As Needed.
23 EA $ $
43 Install 2-Sack Slurry Backfill. 3 CY $ $
Bid Schedule A Total
Bid Schedule B – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
44 Sawcut and Remove Existing Sidewalk.

Construct New PCC Sidewalk Per City of
Glendora S.D. and S.NO. 1.02.
5,100 SF $ $
45 Sawcut and Remove Existing Driveway.

Construct New PCC Driveway Per City of
Glendora S.D. and S.NO. 1.14.
3,800 SF $ $
46 Remove Existing AC Pavement and Base
and Construct 6-Inch Thick Full Depth AC
Slot Repair.
200 SF $ $
47 Adjust Water Meter Box to Grade 14 EA $ $
48 Adjust Telecom Pull Box to Grade 5 EA $ $
49 Root Pruning and Install Tree Root Barrier
per SPPWC Std. Plan 523-2. 110 LF $ $
50 Remove and Dispose Tree, Tree Stump, and
Interfering Roots. Backfill Hole and
Compact/Re-grade.
4 EA $ $
Bid Schedule B Total
Item #13. Page 126
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01240.0001/535311.1 C-4
Bid Schedule C – Additive Alternate
Item Description Quantity Unit Unit Price Total Price
51 Sawcut and Remove Existing PCC
Driveway. 620 SF $ $
52 Sawcut and Remove Existing PCC and AC
berm 204 SF $ $
53 Sawcut and remove existing asphalt
concrete, base, and subgrade materials
to 18.5" depth for roadway
construction, including excess dirt for
driveway and sidewalk construction
32 CY $ $
54 Remove and dispose existing orange
tree, including roots and stump 1 EA $ $
55 Remove and salvage existing traffic sign 1 EA $ $
56 Construct 8” PCC curb and gutter per
City of Glendora S.D. & S. No. 1.02 81 LF $ $
57 Construct PCC sidewalk per City of
Glendora S.D. & S. No. 1.02 395 SF $ $
58 Construct PCC driveway approach per
City of Glendora S.D. & S. No. 1.14,
including installing #4-12" long dowels to
connect new driveway approach to
existing driveway
175 SF $ $
59 Construct stamped PCC driveway area to
matching existing PCC thickness, color,
pattern, and texture
275 SF $ $
60 Construct crushed aggregate base 19 TON $ $
61 Construct asphalt concrete base course
(PG 64-10-B) 8 TON $ $
62 Construct asphalt concrete surface
course (PG 64-10-C) 5 TON $ $
• Quantity may be changed or item may be deleted
II. A retention of five percent (5%) shall be held from each payment as a contract retention to be paid as part of the final payment upon satisfactory completion of services.

III. Within the budgeted amounts for each item on the Bid Sheet, and with the approval of the Contract Officer, funds may be shifted from one item’s subbudget to another so long as the Contract Sum is not exceeded per Section 2.1, unless Additional Work is approved per Section 1.10.

IV. The City will compensate Contractor for the Services performed upon submission of a valid invoice. Each invoice is to include:

A. Line items for all personnel describing the work performed, the number of hours worked, and the hourly rate.

Item #13. Page 127
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01240.0001/535311.1 C-5
B. Line items for all materials and equipment properly charged to the Services.

C. Line items for all other approved reimbursable expenses claimed, with supporting documentation.

D. Line items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the Services.

V. The total compensation for the Services shall not exceed the Contract Sum, as provided in Section 2.1 of this Agreement.

Item #13. Page 128
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01240.0001/535311.1 D-1
EXHIBIT “D”

SCHEDULE OF PERFORMANCE
I. Contractor shall perform all work timely in accordance with the following schedule:

Description Days to Perform Deadline Date
A. All Work 120 Working Days TBD
II. Contractor shall deliver the following tangible work products to the City by the following dates.

A. TBD upon contract award.

III. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2.

Item #13. Page 129
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01240.0001/535311.1 D-1

PERFORMANCE BOND
WHEREAS, the CITY OF GLENDORA, (“City”), has awarded to __________________________________, as Contract for the work entitled and described as follows: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339;
WHEREAS, the Contractor is required under the terms of said Contract to furnish a bond for the faithful performance of the Contract;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of ________________________________________ ($______________), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bound Contractor, or its heirs, executors, administrators, successors, or assigns, shall in all things stand and abide by, well and truly keep and perform all undertakings, terms, covenants, conditions, and agreements in the said Contract and any alteration thereof, made as therein provided, all within the time and in the manner designated and in all respects according to their true intent and meaning, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

FURTHER, the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.

Executed on 20___.

PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Item #13. Page 130
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01240.0001/535311.1 D-2
Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of
process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
APPROVED:
(Attorney for CITY)
NOTICE:

No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.

Item #13. Page 131
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01240.0001/535311.1

PAYMENT BOND
(Labor and Material Bond)
WHEREAS, the CITY OF GLENDORA, (“City”), has awarded to __________________________________, as Contractor (“Principal”), a Contract for the work entitled and described as follows: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339; WHEREAS, said Contractor is required to furnish a bond in conjunction with said Contract, to secure the payment of claims of laborers, mechanics, material men, and other persons as provided by law;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of ________________________________________ ($______________), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if said Contractor, its heirs, executors, administrators, successors, assigns, or subcontractor fails to pay: (1) for any work, materials, services, provisions, provender, or other supplies, or for the use of implements of machinery, used in, upon, for, or about the performance of the work to be done, or for any work or labor thereon of any kind; (2) for work performed by any of the persons named in Civil Code Section 9100; (3) for any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract; and/or (4) 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/or its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon the bond. Moreover, if the City or any entity or person entitled to file stop payment notices is required to engage the services of an attorney in connection with the enforcement of this bond, each shall be liable for the reasonable attorney's fees incurred, with or without suit, in addition to the above sum.

Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.

Item #13. Page 132
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01240.0001/535311.1
Executed on , 2022.

PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
APPROVED:
(Attorney for CITY)
NOTICE:

No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.

Item #13. Page 133
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01240.0001/535311.1

WORKERS COMPENSATION INSURANCE CERTIFICATE
Description of Contract: City of Glendora
Project: Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements, Plan No. 1338 & 1339 Type of Insurance: Workers' Compensation and
Employers' Liability Insurance
THIS IS TO CERTIFY that the following policy has been issued by the below-stated company in conformance with the requirements of Article 5 of the Contract and is in force at this time, and is in a form approved by the Insurance Commissioner.

The Company will give at least 30 days' written notice to the City and Engineer/Architect prior to any cancellation of said policy.

POLICY NUMBER EXPIRATION DATE LIMITS OF LIABILITY
Workers' Compensation:

Statutory Limits Under the Laws
of the State of California
Employers' Liability:
$_________________ Each Accident
$_________________ Disease - Policy Limit
$_________________ Disease - Each Employee
Named Insured (Contractor) Insurance Company
Street Number Street Number
City and State City and State
By
(Company Representative)
(SEE NOTICE ON NEXT PAGE)
Item #13. Page 134
Meeting Date: 2/14/2023 / Packet Page #: 489
01240.0001/535311.1
Insurance Company Agent for Service
of Process in California:

Name
Agency
Street Number
City and State
Telephone Number
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend, or alter the coverage afforded by the policy listed herein.

This is to certify that the policy has been issued to the named insured for the policy period indicated, notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions of such policy.

NOTICE:

No substitution or revision to the above certificate form will be accepted. If the insurance called for is provided by more than one insurance company, a separate certificate in the exact above form shall be provided for each insurance company.

Item #13. Page 135
Meeting Date: 2/14/2023 / Packet Page #: 490
01240.0001/535311.1

ADDITIONAL INSURED ENDORSEMENT

COMPREHENSIVE GENERAL LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard Item #13. Page 136
Meeting Date: 2/14/2023 / Packet Page #: 491
01240.0001/535311.1
to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager, City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380.

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Contractual Liability □ Explosion Hazard
□ Owners/Landlords/Tenants □ Collapse Hazard
□ Manufacturers/Contractors □ Underground Property Damage □ Products/Completed Operations □ Pollution Liability
□ Broad Form Property Damage □ Liquor Liability
□ Extended Bodily Injury □
□ Broad Form Comprehensive □
General Liability Endorsement □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)
Item #13. Page 137
Meeting Date: 2/14/2023 / Packet Page #: 492
01240.0001/535311.1
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Item #13. Page 138
Meeting Date: 2/14/2023 / Packet Page #: 493
01240.0001/535311.1

ADDITIONAL INSURED ENDORSEMENT

AUTOMOBILE LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard Item #13. Page 139
Meeting Date: 2/14/2023 / Packet Page #: 494
01240.0001/535311.1
to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager
City of Glendora
116 E. Foothill Blvd.

Glendora, California 91741-3380

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Any Automobiles □ Truckers Coverage
□ All Owned Automobiles □ Motor Carrier Act
□ Non-owned Automobiles □ Bus Regulatory Reform Act
□ Hired Automobiles □ Public Livery Coverage
□ Scheduled Automobiles □
□ Garage Coverage □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)
Item #13. Page 140
Meeting Date: 2/14/2023 / Packet Page #: 495
01240.0001/535311.1
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Item #13. Page 141
Meeting Date: 2/14/2023 / Packet Page #: 496
01240.0001/535311.1

ADDITIONAL INSURED ENDORSEMENT

EXCESS LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought, except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

Item #13. Page 142
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01240.0001/535311.1

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager
City of Glendora
116 E. Foothill Blvd.

Glendora, California 91741-3380

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY
□ Following Form
□ Umbrella Liability
□

11. Applicable underlying coverages:

INSURANCE COMPANY POLICY NO. AMOUNT

12. The following inclusions, exclusions, extensions or specific provisions relate to the above coverages:

13. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

14. This is an □ occurrence or □ claims made policy (check one).

15. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .

Item #13. Page 143
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01240.0001/535311.1
(signatures on following page)
I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 2022
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Item #13. Page 144
Meeting Date: 2/14/2023 / Packet Page #: 499

GENERAL PROVISIONS

SECTION VI

STANDARD SPECIFICATIONS
WORK IDENTIFICATION: Bennett Ave, Washington Ave, Westridge Ave, and Bender Ave Water and Street Improvements Project - Plan No. 1338 & 1339

STANDARD SPECIFICATIONS
Except as may otherwise be provided herein, the provisions of the 2021 Edition of the “Standard Specifications for Public Works Construction” (SSPWC), with the latest Supplements, prepared and promulgated by Public Works Standards, Inc., a California Nonprofit Mutual Benefit Corporation, whose members are the American Public Works Association, the associated General Contractors of California, the Engineering Contractors’ Association, the Southern California Contractors Association and BNI Publications, Inc., are adopted as the “Standard Specifications” for the Agency. Copies of these Standard Specifications are available from the publisher, Building News, Incorporated, 990 Park Center Drive, Suite E, Vista, California 92081, telephone (888) 264-2665.

The Standard Specifications set forth above will control the General Provisions, Construction Materials, and Construction Methods for this Contract, except as amended by the Plans, Special Provisions, or other contract documents. The following Special Provisions are supplementary and in addition to the provisions of the Standard Specifications unless otherwise noted. The section numbers of the Special Provisions coincide with those of the said Standard Specifications. Only those sections requiring elaborations, amendments, specifying of options, or additions are called out.

Item #13. Page 145
Meeting Date: 2/14/2023 / Packet Page #: 500

GENERAL PROVISIONS

SECTION VI

PART 1 – GENERAL PROVISIONS
SECTION 1 – GENERAL.
1-1 GENERAL.

Add the following:

Terms defined in this Article which are used in other Contract Documents have the meaning assigned herein, unless the context requires a different meaning.

Words used herein in masculine gender include the feminine and neuter, and vice versa; the singulars include the plural, and vice versa. The word "person" includes a corporation, association, or partnership.

Unless otherwise specifically defined herein, or unless the context requires a different meaning, all words, terms and phrases having a well-known or technical meaning shall be construed. 1-2 TERMS AND DEFINITIONS.

Add the following:

City The City of Glendora.

City Clerk The City Clerk or Secretary of the City.

City Council The City Council or Agency of the City.

Materials Any material, equipment, appliance, process, item or article of any nature whatsoever installed or incorporated into the work or provided to the City under the contract.

Project The project is the total improvement, of which the work performed under the contract may be the whole or a part.

Contract Officer Engineer or such person as may be designated by the City Manager.
1-6 BIDDING AND SUBMISSION OF THE BID.
1-6.2 Subcontractor Listing.

Add the following subsections:
1-6.2.1 Subcontractor Bound by Contract.

Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City.
1-6.2.2 City Consent to Subcontractor.

The City's consent to, or approval of, any subcontractor under the contract shall not in any way relieve Contractor of his obligations under the contract and no such subcontract or approval thereof shall be deemed to waive any provision of the contract between the City and Contractor.

Item #13. Page 146
Meeting Date: 2/14/2023 / Packet Page #: 501

GENERAL PROVISIONS

SECTION VI

SECTION 2 – SCOPE OF THE WORK.
2-4 COOPERATION AND COLLATERAL WORK.

Add the following to the first paragraph:

The City reserves the right to award other contract in connection with the project. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at the site of the project.

Add the following to the second paragraph:

The City shall decide which contractor shall cease work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously.

Add the following subsection:
2-4.1 Cutting and Patching.

Contractor shall do all cutting, fitting, or patching of the work as required to make its several parts come together properly and fit to receive or be received by work of other contractors showing upon, or reasonably implied by, the drawings and specifications for the completed project, and he shall make good after them as the City Engineer may direct. All cost caused by defective or ill-timed work shall be borne by party responsible therefor.

Contractor shall not endanger any work by cutting, excavating, or otherwise altering work and shall not cut or alter work of any other contractor, except with written consent of the City Engineer.
2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES.
2-5.2 Temporary Utility Services.

Add the following to the first paragraph:

Contractor shall furnish and install necessary, temporary distribution systems, including meters, from distribution points to points on site where utility is necessary to carry on the work.

Upon completion of work, Contractor shall remove all temporary distribution systems.

Replace the second paragraph with the following:

In accordance with Glendora Municipal Code Section 14.20.090 and Section 14.28 et seq., City water will be made available to the Contractor as follows:

All water used other than through a service connection and meter shall be through a fire hydrant meter. Hydrant meters shall be installed by the Contractor and moved from one location to another only upon approval of the Engineer and the Los Angeles County Fire Department. The applicant shall deposit one thousand and twenty dollars ($1,020.00), or per current fee schedule, with the City for such service and shall pay a one hundred dollar ($100.00) minimum charge per month or portion thereof for such use.

Item #13. Page 147
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GENERAL PROVISIONS

SECTION VI

Water used shall be charged at current rate approved by the City Council for each zone of use per one hundred cubic feet (100 cu. Ft.).

Add the following:

If the contract is for an addition to an existing structure, Contractor may, with written permission of the Engineer, use the City's existing utilities to carry on the work by making prearranged payments to the City.
2-5.4 Haul Routes.

Replace this subsection with the following:

Haul route shall be as the following: Exit Freeway 210 to North Grand Ave, turn left to Route 66, turn right onto North Barranca Ave, turn left to West Bennett Ave. 2-8 EXTRA WORK.

Add the following:

Any item considered to be extra work must be reported to the City immediately. All Extra Work claims shall be submitted in writing within 24 hours of encountering the extra work. Submittal of false claims is punished by State law and in addition, the contractor shall reimburse the City for all employees’ costs and other fees spent on researching and reconciling the false claim.

SECTION 3 – CONTROL OF THE WORK.
3-6 THE CONTRACTOR’S REPRESENTATIVE.

Add the following:

The names, addresses, and telephone numbers of the Contractor and Subcontractors, or their representatives shall be filed with the Engineer, the City of Glendora Police Department, and the Los Angeles County Fire Department prior to beginning work on the project. 3-8 SUBMITTALS.
3-8.4 Supporting Information.

Replace item “a)” with the following:
a) List of subcontractors and suppliers per 3-3 (including contact names and phone numbers).

Add the following items to the last paragraph:
n) Pre-construction corner records.
o) Post construction corner records.
p) Untreated base materials per 200-2.
q) Detectable warning surface.

Item #13. Page 148
Meeting Date: 2/14/2023 / Packet Page #: 503

GENERAL PROVISIONS

SECTION VI

r) Corporation Stops and Angle Meter Stops.
s) Copper Pipe and Fittings.
t) Pipe, Fittings, and Joints.
u) Saddle, Adapter, and Reducer/Enlarger fittings.
v) Gate Valves and Valve Casing.
w) Polyethylene Encasement.
x) Fire Hydrant Assembly.
y) Signing, Striping, Marking and Raised Pavement Marker Materials. z) Water Main Shutdown Schedule (No Monday or Friday shutdown).

Add the following subsection:
3-8.7 Recycled Materials Certificate.

The Contractor shall file with the Engineer, prior to the acceptance of the work, a Recycled Materials Certificate. The Recycled Materials Certificate shall list all recycled materials used in connection with work or delivered off-site for recycling. Certificate shall include for each recycled material type: a) Material description, b) Material quantity, c) Method of measurement, d) Material origination location, e) Material deposition location. Certificate shall comply with all AB939 requirements.
3-9 SUBSURFACE DATA.

Add the following:

When a soils investigation report is available from the City, such report shall not be a part of the contract. Any information obtained from such report or any information given on drawings as to subsurface soil condition or to elevations of existing grades or elevations of underlying rock is approximate only, is not guaranteed, and does not form a part of the contract. Contractor is required to make a visual examination of site and must make whatever tests he deems appropriate to determine underground condition of soil. Contractor agrees that he will make no claim against the City for damages in event that, during progress of the work, Contractor encounters unknown subsurface or latent conditions at the site that materially differing from those shown on Drawings or indicated in specifications, or for unknown conditions of an unusual nature which differ materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for the drawings and specifications. 3-10 SURVEYING.
3-10.1 General
Replace this section with the following:

The Contractor shall furnish all labor, equipment, and Private Engineer services, and be responsible for all surveying, staking, and layout necessary for the improvements. In the event of a substantial discrepancy between information shown on the Plans and actual field conditions, the Contractor shall cease any affected work and notify the Engineer. The Item #13. Page 149
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GENERAL PROVISIONS

SECTION VI

Engineer will provide direction and authority to proceed. Surveying by Private Engineers on the Work shall conform to the quality and practice required by the Engineer.

The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. Contractor shall replace any construction survey stakes that are lost or disturbed and need to be replaced. Such replacement will be performed at the expense of the Contractor.

Add the following subsection:
3-10.3 Payment
Payment for surveying shall be considered as included in other items of work and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for performing surveying and no additional compensation will be made therefor.
3-12 WORK SITE MAINTENANCE.
3-12.1 General.

Add the following to the first paragraph:

All excess excavated materials are to be removed immediately and disposed of at an approved site unless otherwise approved by the Engineer.

Replace the second paragraph with the following:

When directed by the Engineer, the Contractor shall provide a self-loading motorized street sweeper equipped with a functional water spray system. The sweeper shall clean all paved areas within the Work site and all paved haul routes at least once each working day.

Add the following:

Contractor shall, at his sole expense, protect and care for all work until the contract has been fulfilled to the satisfaction of, and the work has been accepted in writing by, the City Engineer. 3-12.2 Air Pollution Control.

Add the following:

Contractor shall provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by his operations, and failure to control such dust shall be cause for the Engineer to stop the work until said dust is controlled. Contractor shall have no recourse to collect from City for any loss of time or expense sustained by him due to such suspension of work. 3-12.4 Storage of Equipment and Materials.
3-12.4.1 General.

Item #13. Page 150
Meeting Date: 2/14/2023 / Packet Page #: 505

GENERAL PROVISIONS

SECTION VI

Add the following:

The Contractor shall confine all tools and equipment, the storage of materials, and the operation of workers to areas designated by the Engineer.

With respect to any premises, tools or equipment of the City made use of in the performance of the contract, Contractor shall have inspected the same prior to use, have accepted them in good safe condition and have agreed to maintain them in a safe condition for the protection of workmen while using them during the performance of the work.
3-12.6 Water Pollution Control.
3-12.6.5 Payment.

Add the following:

Unless otherwise indicated in the Special Provision, measurement and payment for Storm Water Pollution Prevention Measures, as described herein, shall be included in the items of Work requiring storm water pollution prevention measures as indicated in the project Special Provisions. Such payment shall be considered full compensation for all labor, materials, tools, and equipment for completion, and implementation and compliance with the SWPPP.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.2 Acceptance.

Add the following subsections:
3-13.2.1 Correction of Work Before Acceptance
Contractor shall promptly remove from premises all work condemned by the City Engineer as failing to conform to contract, whether or not installed or incorporated. Contractor shall promptly replace and re-execute the work to comply with the Contract Documents without additional expense to the City and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement.

If Contractor does not remove such condemned work within a reasonable time, fixed by written notice, the City may remove it and may store the material at Contractor's expense.

If contractor does not pay expenses of such removal within ten (10) days time thereafter, the City may, upon ten (10) days written notice, sell such materials at auction or at private sale and shall account for net proceeds thereof, after deducting all costs and expenses that should have been borne by Contractor.
3-13.2.2 Final Clean Up
Upon completion of the work and before acceptance and final payment shall be made, Contractor, at his sole expense, shall clean the work and all premises occupied by him in connection with the work. All rubbish, excess materials, falsework, temporary structures, tools and equipment shall be removed and all parts of the work shall be left by removal of Item #13. Page 151
Meeting Date: 2/14/2023 / Packet Page #: 506

GENERAL PROVISIONS

SECTION VI

structures shall be filled with clean suitable soil acceptable to the City Engineer. 3-13.2.3 Certificate as to Compliance with Certain Regulations.

The Contractor shall file with the City Engineer, prior to the acceptance of the work, a certificate in form substantially as follows:

I (We) hereby certify that all work has been performed and materials supplied in accordance with the specifications, drawings, and Contract documents for the above work and that:
(a) No less than the prevailing rates of per diem wages as ascertained by the Director of Industrial Relations has been paid to workers employed on this work and a copy of said rates has been posted and maintained at the work site at all times during the course of the work;
(b) There have been no unauthorized substitutions of subcontractors; nor have any unauthorized subcontracts been entered into;
(c) No subcontract was assigned or transferred or performed by anyone other than the original subcontractor, except as provided in the Subletting and Subcontracting Fair Practices Act, Public Contract Code, Section 4100, et. seq. (d) All claims for materials and labor and other services performed in connection with the Contract Documents have been paid.
3-13.3 Warranty.

Replace the first paragraph with the following:

Besides warranties and guaranties otherwise required by the Contract Documents, Contractor warrants and guarantees all work for a period of one year after date of acceptance of work by the City and shall repair or replace any or all such work, together with any other work, which may be displaced in so doing, that may prove defective in workmanship, materials or both within one year from date of acceptance without expense whatsoever to the City, ordinary wear and tear, usual abuse or neglect excepted. The City Engineer will give notice of observed defects with reasonable promptness. Contractor shall notify the City Engineer upon completion of repairs.

Add the following:

In the event Contractor fails to commence the corrective work within ten (10) days after being notified in writing to do so by the City Engineer and prosecute the corrective work to timely completion, the City may proceed to have defects corrected and made good at the expense of Contractor who shall pay costs and charges therefore immediately on demand.

If, in the opinion of the City Engineer, defective work creates dangerous condition or requires immediate corrective work to prevent further loss to the City or to prevent interruption of operations of the City, the City Engineer shall attempt to give the notice required by this section. If Contractor cannot be contacted or does not comply with the City's request for correction within a reasonable time as determined by the City Engineer, the City may, notwithstanding the provisions of this Section, proceed to make such corrective work, and the Contractor shall be liable for costs of such corrective work. Such action by the City will not relieve Contractor of the warranties and guaranties provided in this Section or elsewhere in the contract.

Item #13. Page 152
Meeting Date: 2/14/2023 / Packet Page #: 507

GENERAL PROVISIONS

SECTION VI

This section does not in any way limit the warranty or guaranty on any material for which a longer warranty or guaranty is specified in the Contract Documents or on any items for which a manufacturer gives a warranty or guaranty for a longer period. Contractor shall furnish the City Engineer with all appropriate warranty and guaranty certificates upon completion of the work.

SECTION 4 – CONTROL OF THE MATERIALS.
4-1 GENERAL
Add the following subsection:
4-1.1 Liens.

No materials, supplies, tools or equipment for work under this contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest in this contract, or in any part thereof, is retained by seller or supplier. Contractor warrants good title to all materials installed or incorporated in the work by Contractor or any subcontractor and agrees upon completion of all work to deliver premises, together with all improvements and appurtenances constructed or placed thereon by him or her, to the City free from any claims, liens; or charges. Contractor further agrees that neither (s)he/it, nor any person, firm, or corporation furnishing any materials, supplies, tools, equipment or labor for any work covered by this contract shall have any right to lien upon the premises or any improvement or appurtenance thereon, except that Contractor may install metering devices or other equipment of utility companies or of political subdivisions title to which is commonly retained by utility company or political subdivision. In event of installation of any such metering device or equipment, Contractor shall advise the City as to owner thereof. Nothing contained in this article, however, shall defeat or impair the rights of persons furnishing material or labor under any bond given by Contractor for their protection or any rights under any law permitting such persons to look to funds due Contractor in the hand of the City, and this provision shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing material for work when no formal contract is entered into for such material.
4-4 TESTING
Add the following subsection:
4-4.1 Samples.

Contractor shall furnish for approval, within thirty-five (35) days following notice of award of contract, all samples as required in specifications together with catalogs and supporting data required by the Engineer. This provision shall not authorize any extension of time for performance of the contract. The Engineer will review such samples only for conformance with design and concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples, pursuant to California Public Contract Code Section 3400. [P.C.C. Section 3400]
4-6 TRADE NAMES.

Item #13. Page 153
Meeting Date: 2/14/2023 / Packet Page #: 508

GENERAL PROVISIONS

SECTION VI

Add the following:

In the event Contractor furnishes an "or equal" material more expensive than that specified in the bid form, the difference in cost of such material so furnished shall be borne by Contractor, pursuant to California Public Contract Code Section 3400. [P.C.C. Section 3400] SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK.
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.2 Commencement of the Work.

Replace this subsection with the following:

The first working day of the contract will be ten (10) calendar days from the date specified in the notice to proceed.

Add the following subsection:
6-1.3 Pre-Construction Meeting.

The Contractor shall attend a pre-construction meeting scheduled by the City’s representative prior to commencement of any work on the project. This meeting shall be attended by City staff to review the construction methods, coordinate with utility companies, and review the project schedule and Contractor submittals.
6-3 TIME OF COMPLETION.
6-3.1 General.

Add the following subsection:
6-3.1.1 Working Times.

The Contractor shall not begin work before 7:00 AM and shall cease work by 4:00 PM and shall not work on Saturdays, Sundays, or the following Holidays as observed by the City: New Year’s Day, Birthday of Martin Luther King, Jr., President’s Birthday, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, day following Thanksgiving Day, Christmas Eve, Christmas Day and New Year’s Eve.

Construction works that impact the school operation and pedestrian movements will not be allowed to commence prior to June 1, 2023. Works in front of the school will start on June 1, 2023 and must be completed by august 7, 2023. This restriction is only applied to the portion of Bennett Ave from Barranca Ave to Grand Ave, which is from station 9+85.21 to station 36+91.79, as indicated on the approved plan. Other construction works that do not impact the school operation may commence prior to June 1, 2023.

At all times outside of those listed above, all traffic lanes shall be passable and open to traffic.

Any deviations from this schedule must have the expressed permission from the Engineer.

Item #13. Page 154
Meeting Date: 2/14/2023 / Packet Page #: 509

GENERAL PROVISIONS

SECTION VI

6-4 DELAYS AND EXTENSIONS OF TIME.
6-4.2 Extensions of Times
Add the following:

If such work is not completed within the time for completion, the City Council shall have the right to increase the number of working days in the amount it may determine will best serve the interests of the City, and if it desires to increase said number of working days it shall have the further right to charge the Contractor and deduct from the final payment for the work, the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to Contractor, and which accrue during the period of such extension, except that the cost of the final service and preparation of the final estimates shall not be included in such charges.
6-4.3 Payment for Delays.

Add the following:

If the Engineer determines that compensation is not justified, Contractor will be so advised in writing. Contractor may then submit a notice of potential claim to the Engineer, as provided in the Standard Specifications relative to disputed work.
6-9 LIQUIDATED DAMAGES.

Replace the third sentence of the first paragraph with the following:

For each consecutive calendar day in excess of the time specified for the completion of Work, as adjusted in accordance with 6-4, the Contractor shall pay to the City, or have withheld from monies due it, the sum of one thousand dollars ($ 1,000). {Government Code Section 53069.85} Replace the second paragraph with the following:

Execution of the Contract shall constitute agreement by the City and Contractor that one thousand dollars ($ 1,000) per Day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. 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. Progress payments made by the City after the time allowed to complete the work shall not constitute a waiver of the City’s entitlement to liquidated damages under this contract.

City Contractor
SECTION 7 – MEASUREMENT AND PAYMENT.
7-3 PAYMENT.
7-3.2 Partial and Final Payment.

Item #13. Page 155
Meeting Date: 2/14/2023 / Packet Page #: 510

GENERAL PROVISIONS

SECTION VI

Add the following subsection:
7-3.2.1 Substitution of Securities
Pursuant to Public Contract Code § 22300 and upon Contractor's request, the City will make payment of funds retained from progress payments for performance security, if Contractor deposits in escrow with the City Treasurer or with a state or federal chartered bank acceptable to the City as escrow agent, securities eligible for the investment of City funds under Government Code § 16430 or bank or savings and loan certificates of deposit.

Securities shall be substituted upon the following terms and conditions:
(1) Contractor shall bear the expense of the City and the escrow agent, either the City Treasurer or the bank, in connection with the escrow deposit made. (2) Securities or certificates of deposit shall be of a value equal to 100 percent of the amounts of retention to be paid to Contractor pursuant to this section. (3) Contractor shall enter into an Escrow Agreement in the form attached to these General Conditions as Exhibit "A".
(4) Contractor shall obtain the written consent of the surety to the escrow Agreement. 7-3.4 Mobilization.

Replace this subsection with the following:

Mobilization shall consist of preparatory work and operations, including but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings, construction yards, sanitary facilities, and any other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site, as well as the related demobilization costs anticipated at the completion of the project. The cost of all bonds and insurance policies, including premiums and incidentals, shall be included in Mobilization.

Demobilization shall include all activities and costs for transportation of personnel, equipment, and supplies not required or included in the contract from the site; including the disassembly, removal, and site cleanup of offices, buildings, and other facilities assembled on the site specifically for this contract.

No additional compensation will be allowed for additional mobilizations or demobilizations required, including but not limited to, delays caused by the relocation of existing utility facilities shown on the plans or discovered during construction operations.

Item #13. Page 156
Meeting Date: 2/14/2023 / Packet Page #: 511

GENERAL PROVISIONS

SECTION VI

Add the following subsection:
7-3.4.1 Payment.

Payment for Mobilization shall be paid at the contract price per Lump Sum (LS) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for the mobilization and demobilization complete in place and no additional compensation will be made therefor.
7-4 PAYMENT FOR EXTRA WORK.
7-4.1 General.

Add the following:

Labor surcharge and Equipment Rental Rates will be paid at the applicable rates listed in Labor Surcharge and Equipment Rental Rates at the time when extra work is performed.

Labor Surcharge and Equipment Rental Rates is published by Caltrans as is available on the Caltrans website (https://dot.ca.gov/programs/construction/equipment-rental-rates-and-laborsurcharge). 7-4.3 Markup.

Add the following:

The following percentages shall be added to the Contractor’s costs and shall constitute the markups for all overhead, profit and increase in bond premium caused by the Extra Work.

1. Labor 15%

2. Material 15%

3. Equipment 10%

4. Subcontractor 10% for first $5,000 portion of work performed. 5% in excess of $5,000 portion of work performed.
end Section VI - General Conditions
Item #13. Page 157
Meeting Date: 2/14/2023 / Packet Page #: 512
Revised 10/2019

ESCROW AGREEMENT

SECTION VII

ESCROW AGREEMENT FOR SECURITY DEPOSITS

IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Glendora, whose address is 116 E. Foothill Boulevard, Glendora, CA 91741 hereinafter called "Owner," whose address is
hereinafter called "Contractor" and
whose address is
hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for in the amount of dated _____ (hereinafter referred to as the "Contract"). When Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of and shall designate the Contractor as the beneficial owner. (2) The Owner 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) Alternatively, the Owner may make payments directly to Escrow Agent in the amount of retention for the benefit of the Owner until such time as the escrow created hereunder is terminated. (4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the escrow account. These expenses and payment terms shall be determined by the 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 Owner.
(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 Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor. (7) The Owner shall have a right to draw upon the securities in the event of default by the contractor. Upon seven (7) days written notice to the escrow agent from the owner of the default, the escrow agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner. (8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, 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) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections 4 to 6 inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of the Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

Item #13. Page 158
Meeting Date: 2/14/2023 / Packet Page #: 513
Revised 10/2019

ESCROW AGREEMENT

SECTION VII

On behalf of Owner: On behalf of Contractor: On behalf of Escrow Agent:

Title Title Title
Name Name Name
Signature Signature Signature
Address Address Address
At the time the Escrow Account is opened, the owner 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.

Owner: Contractor:

Title: Title:

Name: Name:

Signature: Signature:
[P.C.C. Section 22300]
End Section VII - Escrow Agreement
Item #13. Page 159
Meeting Date: 2/14/2023 / Packet Page #: 514
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

SPECIAL PROVISIONS

BENNETT AVE, WESTRIDGE AVE, BENDER AVE, AND WASHINTON AVE

WATER AND STREET IMPROVEMENT PROJECT
PLAN NO. 1338 & 1339
PART 2 - CONSTRUCTION MATERIALS
SECTION 200 – ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General.

Replace the entire subsection with the following:

Untreated base for pavement, curb, gutter, cross gutters, bus pads, hardscape and other improvements shall be Crushed Aggregate Base conforming to 200-2.2.

SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements
201-1.1.1 General.

Add the following:

The same brand, type, and source of cement and aggregate shall be used for all portland cement concrete.

Fly ash shall not be used.
201-1.2 Materials.
201-1.2.4 Chemical Admixtures.

Add the following:

1. Retarding Densifier. The material shall be of the hydroxylated carboxylic acid type in liquid form and shall not entrain air or cause foaming. The retarding densifier shall be used in strict compliance with the printed recommendations of the manufacturer. There shall be no reduction in the cement content of the concrete mix because of the addition of the retarding densifier.

The admixture shall be such that its addition to the concrete mix will:
a. Decrease drying shrinkage;
b. Increase compressive strength for all concrete strength for all concrete ages from 3 days to 1 year;
Item #13. Page 160
Meeting Date: 2/14/2023 / Packet Page #: 515
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

c. Increase flexural strengths, modulus of elasticity and abrasion resistance;
d. Increase the slump and placement workability;
e. Retard the initial set and increase the density; and f. Shall contain no calcium or tri-ethanolamine.

At the discretion of the Engineer, the Contractor may be required to submit proof that the admixture he proposed to use meets the foregoing requirements. Such proof shall be in the form of comparative tests of plain and admixture containing mixes performed by an acceptable local laboratory with testing based on use of the project materials and in accordance with the requirements of ASTM C 157. An approved admixture conforming to these requirements is plastiment retarding densifier in liquid form.
201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS
201-3.1 General.

Add the following:

Contractor shall submit materials to Engineer for approval. 201-3.4 Type “A” Sealant (Two-Part Polyurethane Sealant).

Replace the first paragraph with the following:

Type A Sealant shall be two component silicone sealant and shall be furnished and placed in accordance with Specifications for "Two Component, Machine Mixed, Type A Sealant" (State Specification 8030-61J-01). Submit two samples to the Engineer for approval.
201-4 CONCRETE CURING MATERIALS
201-4.1 Membrane Curing Compounds
201-4.1.1 General.

Add the following:

Concrete curing compound shall be Type 2.

SECTION 203 - BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE
203-6.1 General.

Add the following:

Asphalt concrete material used for remove and replace repairs within the roadway shall be Class and Grade B-PG 64-10. Asphalt concrete mix of C2 gradation may be used for leveling layer.

SECTION 209 – PRESSURE PIPE
Item #13. Page 161
Meeting Date: 2/14/2023 / Packet Page #: 516
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

209-1 IRON PIPE AND FITTINGS
209-1.1.1 General.

Add the following:

Ductile Iron Pipe (DIP) shall comply with AWWA C151. Unless otherwise specified on the Plans or Specifications, the minimum pipe wall thickness shall be equal to Pressure Class 350.

This work shall consist of furnishing and installing ductile iron main line, valves, fittings, and bends, trench excavation, trench bedding, removal and disposal of interfering portions of abandoned pipe line (whether or not shown on the Plans), trench resurfacing, hydrostatic testing per City of Glendora S. D. & S. No. 2.03, and bacteriological testing per City of Glendora S. D. & S. No. 2.36. This work shall also include cutting and capping the existing main line after the new main line is in service and the removal of all valve cans for abandoned valves and filling the void left by the valve with 1-sack cement-sand slurry.

This work shall also consist of furnishing and installing 8”-45 degree, 8”-

22.5 degree, and 8”-11.25 degree ductile iron elbows at the locations as shown on the Plans. This work also includes trench excavation, trench bedding, removal and disposal of interfering portions of abandoned pipe line (whether or not shown on the Plans), and the restoration of existing improvements (such as pavement, cross gutter, striping etc.) in kind after the new water main is installed and is in service.
209-1.1.2 – Materials
All permanent ductile iron pipe and fittings shall be Class 350 in conformance with SSPWC 209-1.1.2 and AWWA C150 and C151 and shall be polyethylene encased in conformance with SSPWC 212-12.1.1 and AWWA C105. All ductile iron pipe and fittings shall be cement-mortar interior lined in conformance with SSPWC 209-1.1.2 and AWWA C104. All ductile iron pipe and fittings shall have a bituminous coating in conformance with SSPWC 212-12.1.1 and AWWA C151 and AWWA C110, respectively.

All pipes and fittings using mechanical joints shall be in conformance with SSPWC 306-8.2.2.2 unless otherwise shown. FLxMJ adapters shall also be supplied by the contractor when necessary. Contractor shall take all necessary measures to ensure that all materials are delivered in undamaged condition and free of any defects. City reserves the right to refuse any damaged or defective materials. Damaged or defective materials shall be replaced by Contractor at no additional cost.

Concrete for sidewalk shall be Class 520-C-2500 in accordance with SSPWC 201-1.

Asphalt concrete shall be B-PG 64-10 in accordance with SSPWC 203-6.

Gate valves shall be Class 350 (MJ x FL) in conformance with SSPWC Item #13. Page 162
Meeting Date: 2/14/2023 / Packet Page #: 517
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

212-5.1.2 and AWWA C515 and shall be epoxy lined and coated (8 mil minimum).

Fittings and bends shall be restrained MJ x MJ.

Protective interior coatings for valves and hydrants shall be in conformance with ANSI/AWWA C550. Contractor shall take all necessary measures to ensure that all materials are delivered in undamaged condition and free of any defects. City reserves the right to refuse any damaged or defective materials. Damaged or defective materials shall be replaced by Contractor at no additional cost.

SECTION 211 - MATERIAL TESTS
211-1 COMPACTION TESTS.
211-1.1 Laboratory Maximum Density.

Add the following:

Laboratory maximum density tests shall be performed in accordance with Test Method No. Calif. 216G, Part II. The correction for oversized material as stated in Test Method No. Calif. 216 shall be replaced with Note 2 of ASTM D1557. 211-1.2 Field Density.

Add the following:

Field density tests will be made by the Engineer during the course of construction at the expense of the CITY. If field density tests indicate that any portion of the compacted subgrade has density lower than that specified, the Contractor shall rework that portion until the specified density is obtained. Retest of areas which have failed compaction will be performed by the Engineer at the Contractor's expense.

SECTION 212 – WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-5 VALVES
212-5.1 RESILIENT WEDGE GATE VALVES
Add the following:

This work shall consist of furnishing and installing: 8” x 8” x 8” Ductile Iron flange Tee Class 350, 8” Gate Valve with Valve Box Assembly, 8” Blind Flange with Thrust Block, and 8” Blind Flange at the locations as shown on the Plans. This work also includes trench excavation, trench bedding, removal and disposal of Item #13. Page 163
Meeting Date: 2/14/2023 / Packet Page #: 518
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

interfering portions of abandoned pipe line (whether or not shown on the Plans), the removal and disposal of existing fittings, and the restoration of existing improvements in kind after the new main lines ae installed and in service and connected to the existing customer service laterals.

Temporary gate valve, fittings, test plate, and sampling riser shall be in accordance with SD&S 2.23. All permanent ductile iron pipe, fittings, and valves shall be Class 350 in conformance with SSPWC 207-9.2 and AWWA C 151 and shall be polyethylene encased in conformance with SSPWC 207-9.2.6 and AWWA C 151.

All ductile iron pipe and fittings shall be cement mortar lined in conformance with SSPWC 207-9.2.4 and AWWA C 104. All ductile iron pipe and fittings shall have a bituminous coating in conformance with SSPWC 207-9.2.4 and AWWA C 151 and AWWA C 110. All pipes and fittings using mechanical joints shall be in conformance with SSPWC 306-1.2.6 e).
212-5.1.4 TAPPING SLEEVES
Replace this subsection with the following:

Tapping Valves shall be installed per manufactures recommendations. Tapping Valves shall be Hydra-Stop Insta-Valves or approved equal. Valves shall be installed prior to removal of the existing main for “T” installations. 212-5.4 BALL VALVES
212-5.4.1 General
Add the following:

Where not specifically labeled, valves smaller than 3-inch shall be lever-operated ball valves, as manufactured by The James Jones Company or approved equal.

Water drained from the existing main shall be collected, transported, and discharged according to the approved “Drainage Water Collection Plan” and per these special provisions. Trench backfill and resurfacing shall be in accordance with SD&S 1.09 and SD&S 1.11.

Item #13. Page 164
Meeting Date: 2/14/2023 / Packet Page #: 519
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

212-6 HYDRANTS
212-6.1 FIRE HYDRANTS
212-6.1.1 General
Add the following:

Fire hydrants shall be as manufactured by Clow Corporation, Corona, California, Rich Ranger model 950 or Rich East Bay model No. 5. And shall conform to the requirements of AWWA C503.

Add the following:
212-6.2 ABANDONING EXISTING FIRE HYDRANTS
a. Existing fire hydrants shall be abandoned by Contractor unless otherwise noted on the plans. After pipelines have been tested and disinfected by Contractor, and accepted by City, Contractor shall remove fire hydrants and fire hydrant burys a minimum of 12" below finish grade and fill fire hydrant burys with concrete. Thereafter, Contractor shall sawcut existing concrete at construction joints around abandoned fire hydrant burys, remove said concrete and dispose of same at a legal disposal site, and place concrete over abandoned fire hydrant burys.
b. If existing fire hydrants are located in an area without concrete, Contractor shall remove and replace in kind area around abandoned fire hydrant burys.
c. Contractor shall restore landscaping and existing improvements around abandoned fire hydrants.
d. Contractor shall notify City Fire Department of the location of the fire hydrants that are out of service.
e. Hydrants to be delivered to the City of Glendora, Public Works Yard. 212-10 SERVICE LATERALS, METERS, AND METER BOXES
212-10.1 COPPER TUBING
Add the following:

New service laterals shall be 1” Type K copper and shall conform to City of Glendora SD&S 2.25.

Item #13. Page 165
Meeting Date: 2/14/2023 / Packet Page #: 520
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

212-10.4 METERS
Add the following:

New meters shall be as manufactured by Sensus Technology, Model SR and shall conform to City of Glendora SD&S 2.13, SD&S 2.28, and SD&S 2.39. New meters will be provided by the City of Glendora during construction. 212-10.6 METER BOXES
Add the following:

New meter boxes shall be as manufactured by Amour Cast Products Company and shall be installed with size and type as indicated on plan. Meter Boxes will be provided by the City of Glendora during construction and shall conform to City of Glendora SD&S 2.05 and SD&S 2.28.
217 BEDDING AND BACKFILL MATERIALS
217-1 BEDDING MATERIAL
217-1.1 General
Add the following:

Bedding material shall be sand and shall extend a minimum of 4” below and minimum of 6” above on either side of the outside diameter of all pipes and fittings. 217-2 TRENCH BACKFILL
217-2.1 General
Add the following:

Trench backfill and resurfacing shall be in accordance with SD&S 1.10.

Payment for bedding and backfill shall be included in the cost for installation of the various pipes, fittings, valves and service connections and no additional compensation will be allowed therefor.

When the top of the water main is less than 30” below the roadway surface then the contractor shall install 2-sack slurry backfill.

Payment for Install 1-Sack Slurry Backfill shall be paid at the contract price per cubic yard (CY) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, traffic control, and incidentals for the installation of cement slurry backfill and no additional compensation will be made therefor.

Item #13. Page 166
Meeting Date: 2/14/2023 / Packet Page #: 521
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

PART 3 - CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.1 General.

Add the following:

In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items of work are included in other bid items and no additional payment will be made therefore.
(1) Maintain dust control at all times by watering; including developing a water supply and furnishing and placing all water required for work done in the contract, including water used for extra work and water used for irrigation purposes.
(2) Provide for traffic control and all signs, barricades, flashers and temporary striping necessary to maintain proper control, in accordance with "WATCH" including maintaining all travel lanes as required. (3) Protection of utilities, trees, fences, walls and other facilities within the construction zone, except those specifically directed by the Engineer to be removed or relocated.
(4) Clearing and removal of debris from site of work.
(5) Removal of structures, as directed by Engineer to be removed or abandoned.
(6) Delay in work necessary to accommodate utility relocations by others. (7) Other items of work as directed in these specifications. 300-1.3 Removal and Disposal of Material.
300-1.2 Root Pruning and Tree Trimming.

Add the following:

Tree branches which hang within 13.5 feet above finished roadway grade or within 9 feet above finished sidewalk or parkway grade shall be removed to the branch collar in accordance with the current pruning standards of the International Society of Arboriculture (ISA). The Contractor shall remove additional tree branches, under the direction of the Engineer, in such a manner that the tree will present a balanced appearance. No paint or tree sealant shall be applied to the resulting scars. All pruning shall be done under the supervision of an ISA Certified Arborist in the Contractor’s employ, and in coordination with the City of Glendora Arborist.

Item #13. Page 167
Meeting Date: 2/14/2023 / Packet Page #: 522
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

All the root pruning required to place or replace walks, or other permanent facilities shall be limited to the minimum amount necessary to set forms.

All roots 2 inches and larger shall be cut with sharp tool such as axe or chainsaw.

No roots shall be broken off by trenching or other heavy equipment.

No root shall be removed within five (5) diameters of the tree trunk measured at 4 feet, 9 inches above grade without the express written permission of the City. Any such root removed without the City’s written permission may create a hazardous condition for which the Contractor shall be liable.

Should the Contractor create a hazardous condition in the sole judgment of the Engineer the Contractor shall remove the tree and replace it with a specimen of the same species and value at the Contractor’s expense.

All significant root pruning (3-inch diameter and larger) shall be performed under the direct supervision of an ISA Certified Arborist in the Contractor’s employ.

All trees noted on the drawings for tree pruning shall have crown reduction and crown thinning performed in accordance with standards published by the Western Chapter of the International Society of Arboriculture (ISA). All pruning shall be performed by ISA certified tree workers under direct supervision of an ISA certified arborist. The Contractor shall furnish such credentials to the Engineer prior to commencement of any tree work.

Add the following Subsection 300-1.2.1:
300-1.2.1 Protection of Existing Trees to Remain.

All trees to remain in place within the limits of work shall be protected from damage by workmen, equipment, and operations. Insofar as prosecution of the work allows, following removal of surrounding pavements, etc., the root area beneath the tree drip line shall be protected from damage, including compaction. Protection shall include temporary fencing, barricades, etc. Warning tape will not be considered sufficient. 300-1.4 Payment.

Add the following:

Payment for Remove and Dispose Tree, Tree Stump, and Interfering Roots. Back Fill Hole and Compact/Re-grade shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, traffic control, and incidentals for the removal and disposal of existing tree, tree stump, and interfering roots and no additional compensation will be made therefor.

Item #13. Page 168
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Payment for Root Pruning and Install Tree Root Barrier per SPPWC Std Plan 523-2 shall be paid at the contract price per linear foot (LF) or root barrier installed and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, hauling, disposing, traffic control, and incidentals for root pruning and installing tree root barrier and no additional compensation will be made therefor. 300-2 UNCLASSIFIED EXCAVATION
300-2.1 General.

Replace the subsection with the following:

Unclassified excavation shall consist of all excavation, including roadways, bituminous pavement, and concrete pavement, curb, walk, gutters, cross gutters, driveways, and access ramps. Removals shall be in accordance with Section 401 Removals.
300-2.9 Payment.

Replace the first sentence with the following:

Payment for unclassified excavation shall be considered as included in other items of work and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for the unclassified excavation and no additional compensation will be made therefor. 300-4 UNCLASSIFIED FILL
300-4.1 General.

Add the following:

The site shall be graded to the limit lines and elevations shown on the drawings with such allowances as may be required for the construction of walks, and other site improvements. Tolerance for rough grading is 1/10th of a foot (30mm), plus or minus, at drainage swales, building pads, and paved areas. At other areas, appearance shall be the governing factor.

Finish grades shall slope to drain without water pockets or irregularities and shall conform to the intent of all plans and sections, after thorough settlement, and compaction of the soil. Finished grades shall meet all existing or established controls of sidewalks, curbs, and walls and shall be of uniform slope and grade between points of fixed elevations or elevation controls from such point to established grades. Tolerance for finish grading is ¼ inch, plus or minus.

Make-up fill material in landscaped areas shall be Class A topsoil for the upper 12 inches of fill.

Item #13. Page 169
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SPECIAL CONDITIONS

SECTION VIII

300-4.10 Payment.

Replace this subsection with the following:

Full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in unclassified fill construction shall be considered as included in the price paid for “construct” bid item and shall include full compensation for the cost of all grading, shaping, compacting or consolidating and extra fill, if required, or other work that is required under this subsection. No additional payment will be made for unclassified fill.

SECTION 302 -ROADWAY SURFACING
302-5 ASPHALT CONCRETE PAVEMENT
302-5.1 General.

Add the following:

AC for AC pavement repairs and for PCC pavement repairs shall be placed the same day as removals are performed.
302-5.9 Measurement and Payment.

Add the following:

Compensation to provide all of the equipment to the site and operated as specified, including all rollers specified regardless of rolling pattern elected by Contractor, shall be considered included in the bid item price for AC material.

Payment Remove Existing AC Pavement and Base and Construct 6-Inch Thick Full Depth AC Slot Repair shall be paid at the contract price per square foot (SF) and include full compensation for all labor, materials, tools, equipment and incidentals required to construct full depth AC pavement. This bid item will include furnishing the material, placement, compaction, prime coat, tack coat, asphaltic emulsion coating on vertical surfaces to abut the new pavement, grading and compaction of subgrade, and all other work required to result in an asphalt pavement meeting the requirements of the specifications. 302-9 ASPHALT RUBBER HOT MIX (ARHM)
302-9.1 General.
302-9.9 Payment.

Add the following:

Item #13. Page 170
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SECTION VIII

Compensation to provide all of the equipment to the site and operated as specified, including all rollers specified regardless of rolling pattern elected by Contractor, shall be considered included in the bid item price for AC material.

Payment for Construct Uniform 2.5” Thick ARHM Surface Course shall be paid at the contract price per TON and include full compensation for all labor, materials, tools, equipment and incidentals required to construct 2.5” AC Pavement.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.1 Requirements.
303-5.1.1 General.

Replace the second paragraph with the following:

Concrete areas behind sidewalks, driveways and right-of-way shall be considered as walks. The Contractor shall protect all new concrete installations from damage by others (subcontractors or the general public such as, blemishes, water stains, stress cracks, graffiti markings, etc.). The removal and replacement of damaged concrete work shall be performed and no additional cost to the Agency (City). Concrete sidewalk shall be a minimum 4” thick over native soil compacted to a minimum of 95 % relative compaction.

Actual limit of concrete removal shall extend to nearest score mark or joint, if nearest score mark or joint is within 3’ limit of removal. Residual from any saw-cutting shall be removed by vacuum. The downstream drain inlet shall be protected. In no case shall the residual be allowed to enter the storm drain system.

Sawcutting shall be accomplished by the use of a power driven saw. The depth of the cut shall be deep enough to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until new concrete sidewalk is constructed. The exact location of sidewalk removal shall be approved by the City Engineer in the field. Generally, sawcuts shall be on existing joints or score mark.

All necessary sawcutting of existing concrete sidewalks shall be to the lines as required by the City Engineer. Sawcutting shall be included in the unit price and no further compensation shall be made.

All excavated materials shall be immediately removed from the site and disposed of at the Contractor's expense at a legal dumpsite.

Item #13. Page 171
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SECTION VIII

Where existing sidewalk is damaged due to tree roots, the Contractor shall coordinate with the City’s arborist for the pruning or planing of the tree roots that are damaging the sidewalk. The Contractor shall remove the damaged sidewalk and expose the tree roots. After the tree roots are pruned or planed by the Contractor, the Contractor shall then compact the subgrade and construct the new sidewalk. All landscaping areas (trees, bushes, stone works, river rocks, irrigation system, etc.) shall be protected in place and in case of any damage contractor is responsible for repair or replacement.

It is Contractor’s responsibility to protect all existing adjacent features such as landscaping, irrigation system, property’s fence/wall/gates, curb and gutter, pull boxes, utility boxes, and etc. in place per Section 400.

Contractor shall contact property owners to identify any landscaping or improvements that the property owners wish to save, salvage such improvements, and reinstall on the property. All damages to these items shall be fixed to the satisfaction of City Engineer without any additional compensation.

Concrete sidewalk shall be constructed to the line, grades and designs shown on the plans or as ordered by the City Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

The Contractor shall construct new curbs and gutters at a straight grade between join points. The Contractor shall notify the City Engineer immediately if a minimum positive gutter slope of 0.30 percent cannot be achieved. No gutters shall be constructed at a slope of less than 0.30 percent without prior approval from the City Engineer.

Subgrade preparation shall conform to Section 301-1 of the Standard Specifications. The subgrade material shall be moisture conditioned and compacted to a relative compaction of 95 percent to a depth of 6 inches below the surface of the subgrade, as determined by California Test Method No. 231 A. All joins shall match existing adjacent grades to the satisfaction of the City Engineer.

The Contractor shall saw cut and remove existing PCC and asphalt concrete improvements for the construction of the new curb ramps. Where curb ramps are to be constructed adjacent to existing PCC gutter spandrels, the spandrel shall be neatly sawcut 4 inches from the flow line and the existing PCC curb and portion of spandrel removed. The Contractor shall dowel new concrete curb ramp to existing concrete cross gutter sections using #4 rebar at 12 inches on center maximum. The rebar dowels shall be drilled and epoxied into the existing concrete with a minimum of 6 inches embedment and shall extend a minimum of 6 inches into the new concrete sections.

Item #13. Page 172
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Where curb, gutter, or curb ramps are to be constructed adjacent to existing asphalt concrete pavement, the pavement shall be neatly sawcut 2 feet from the existing lip of gutter and the curb, gutter, and pavement section removed. The minimum depth of cut shall be deep enough to produce a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. Asphalt repair shall be 6-inch thick deep lift asphalt concrete and shall match grades with adjacent asphalt and concrete.

Where new asphalt concrete is being placed against asphalt concrete or portland cement concrete, tack coat shall be applied to vertical edges of existing concrete.

Payment of detectable warning surface for new ramps shall be included in the unit price bid for removal and construction of new curb ramps per SPPWC Std Plan 111-5.

Payment for curb and gutter constructed as part of curb ramps per SPPWC Std Plan 111-5 will be included in the price bid per each for Remove Existing Curb, Gutter, and Sidewalk and Construct Curb Ramp per SPPWC Std Plan 111-5 (case and type per plan) and no additional compensation will be allowed therefor.

Drilling holes in existing adjacent concrete gutter or spandrel and placing rebar or placing deep lift asphalt concrete pavement adjacent to the curb ramp improvements shall be included in the unit cost of each curb ramp. 303-5.9 Measurement and Payment.

Add the following:

Payment for Sawcut and Remove Existing Curb Ramp. Construct New PCC Curb Ramp per SPPWC Std. Plan No. 111-5 shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and construction of PCC curb ramps per SPPWC Std. Plan No. 111-5 and no additional compensation will be made therefor.

Payment for Sawcut and Remove Existing Curb and Gutter. Construct New PCC Curb and Gutter per SPPWC Std. Plan No. 120-3, Type A2-8 shall be paid at the contract price per linear foot (LF) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and construction of PCC curb and gutter per SPPWC Std. Plan No. 120-3, Type A2-8 and no additional compensation will be made therefor.

Payment for Sawcut and Remove Existing Cross Gutter/Spandrel.

Construct New PCC Cross Gutter/Spandrel per SPPWC Std. Plan No. 122-3 shall be paid at the contract price per square foot (SF) and shall include full compensation and include but not limited to furnishing all labor, Item #13. Page 173
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materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and construction of PCC cross gutter/spandrel per SPPWC Std. Plan No. 122-3 and no additional compensation will be made therefor.

Payment for Sawcut and Remove Existing Sidewalk. Construct New PCC Sidewalk per City of Glendora SD and S.NO. 1.02 shall be paid at the contract price per square foot (SF) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, protection and/or restoration of existing landscaping and incidentals for the removal of existing surface and construction of 4-inch thick PCC sidewalk per City of Glendora SD&S 1.02 and no additional compensation will be made therefor.

Payment for Remove Existing. Construct New PCC Sidewalk per City of Glendora SD and S.NO. 1.02 shall be paid at the contract price per square foot (SF) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, protection and/or restoration of existing landscaping, and incidentals for the removal of existing and construction of 4-inch thick PCC sidewalk per City of Glendora SD&S 1.02 and no additional compensation will be made therefor.

Payment for Sawcut and Remove Existing Driveway. Construct New PCC Driveway per City of Glendora SD and S.NO. 1.14 shall be paid at the contract price per square foot (SF) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and construction of new driveways per City of Glendora SD and S.NO. 1.14 and no additional compensation will be made therefor.

Payment for Sawcut and Remove Existing Curb/Parkway Drain.

Construct New Curb/Parkway Drain per SPPWC Std. Plan No. 150-4 or 151-3 shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and drains and construction of curb or parkway drains per SPPWC Std. Plan No. 150-4 or 151-3 and no additional compensation will be made therefor.

SECTION 306 – OPEN TRENCH CONDUIT CONSTRUCTION
306-1 GENERAL.

Add the following:

New 8-inch ductile iron main line shall be constructed in conformance with the alignments and limits as shown on the Plans and shall have a depth of 48” of cover Item #13. Page 174
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SECTION VIII

to the top of pipe unless shown otherwise. Hydrant assemblies and service laterals will be installed and tested with the watermain for hydrostatic and disinfection procedures. The new main line and fittings shall be constructed in accordance with SSPWC Section 306. Sand bedding shall extend a minimum of 6 inches below and a minimum of 6 inches above and on either side of the outside diameter of all pipes and fittings.

Trench backfill and resurfacing shall be in accordance with City of Glendora S. D. & S. No. 1.09.

All trenches shall be sawcut to the bottom of the existing concrete or asphalt section to minimize damage to adjacent pavement. The bottom of the trench shall be excavated uniformly to the grade of the bottom of the pipe and shall be given a final trim using a string line for establishing grade, such that each pipe section when first laid will be continually in contact with the ground along the extreme bottom of the pipe.

Shoring shall be required for trenches greater than 5’ deep. All shoring shall follow OSHA guidelines. Shoring shall be included in the pipe and appurtenance installation cost and no additional compensation will be allowed. 306-3.3 REMOVAL AND ABANDONMENT OF EXISTING CONDUITS AND

STRUCTURES
Add the following:
306-3.3.1 ABANDONING EXISTING WATER MAINS.

The Contractor shall remove existing water mains and appurtenances from service at the locations shown on the Plans or as directed by the Engineer. Water mains specified to be abandoned in place, 12 inches in diameter and larger shall be filled with cement grout and have their ends cut, plugged and capped. Water mains specified to be abandoned in place, 10 inches in diameter and smaller shall have their ends cut, plugged with concrete, capped and left intact. 306.3.3.2 ABANDONING WATER SERVICES.

The Contractor shall abandon water services at the locations required for the installation of the new water main and in accordance with the following requirements:
1) The Contractor shall cut and disconnect, at the meter boxes and at the mains, all existing service lines, which are connected to the existing water mains to be abandoned in place.
2) The Contractor shall remove the meter at the locations as shown on the Plans and deliver to the City yard.

Item #13. Page 175
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SECTION VIII

3) The Contractor shall remove at the locations as shown on the Plans and dispose of the existing meter box.
4) All existing corporation stops shall be turned off, service lines disconnected and corporation stops capped.

The Contractor shall backfill the cavity and restore the surface to match the surroundings.
306-3.5 MAXIMUM LENGTH OF OPEN TRENCH
Contractor shall excavate open trench 100 feet ahead of pipe laying operations to allow any adjustment in grade necessary to resolve unforeseen utility conflicts.

All trenches shall be backfilled and have 3” temporary pavement installed or covered with steel traffic rated plated each working day, The last twenty (20) feet of each trench may be open provided that this length is covered with traffic rated plating. Steel plates shall be non- skid and shall be tacked down or spiked and placed flush with the surrounding pavement. The Contractor shall be required to place temporary AC at the edges of the steel plates. 306-15 PAYMENT
306-15.1 GENERAL
Replace the first sentence with the following:

The contract unit price per lineal foot (LF) for Construct 8-inch Ductile Iron Water Main, Class 350 shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

The contract unit price per each (EA) for Construct 8-inch Water Main Under Existing Conflicting Utility Structure per The Pipe Crossing Bend Detail as Needed shall be considered full compensation for furnishing all labor, materials, tools, equipment, trenching, shoring testing, disinfecting, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor. Quantity to be verified in the field and adjusted as necessary. 306-15.5 VALVES
Replace the first sentence with the following:

Item #13. Page 176
Meeting Date: 2/14/2023 / Packet Page #: 531
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SPECIAL CONDITIONS

SECTION VIII

Payment for Install 4” Gate Valve with Valve Box Assembly shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, adapters, tools, equipment, trenching, shoring testing, disinfecting, saw cutting, hauling, disposing, and incidentals for the install of 4” gate valve and valve box assembly and no additional compensation will be made therefor.

Payment for Install 8” Gate Valve with Valve Box Assembly shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, adapters, tools, equipment, trenching, shoring testing, disinfecting, saw cutting, hauling, disposing, and incidentals for the install of 8” gate valve and valve box assembly and no additional compensation will be made therefor.

Payment for Install Hydra-Stop Insta-Valve or Approved Equal to Existing 6” and 8” Main shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, tools, adapters, equipment, saw cutting, hauling, disposing, trenching, shoring testing, disinfecting, and incidentals for the install HydraStop Insta-Valve or Approved Equal to 6” and 8” Main and no additional compensation will be made therefor.

Add the following:

Payment for Install 6”X6”X6” Flange Tee and Tie into Existing 6” Main shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, tools, MJ adapters, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, and incidentals for the install of 6”X6”X6” Flange tee and tie into existing 6” main and no additional compensation will be made therefor.

Payment for Install 8”X8”X8” Flange Tee and Tie into Existing 8” Main shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, tools, MJ adapters, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, and incidentals for the install of 8”X8”X8” Flange tee and tie into existing 8” main and no additional compensation will be made therefor.

Payment for Install 8”X10”X10” Flange Tee and Tie into Existing 10” Main shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, tools, MJ adapters, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, and incidentals for the install of 8”X10”X10” Flange tee and tie into existing 10” main and no additional compensation will be made therefor.

Payment for Install 8” to 6” Reducer, (MJ X MJ) shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, Item #13. Page 177
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SPECIAL CONDITIONS

SECTION VIII

trenching, shoring testing, disinfecting, hauling, disposing, and incidentals for the install of 8” to 6” reducer and no additional compensation will be made therefor.

Payment for Install 10” to 8” Reducer, (MJ X MJ) shall be paid at the contract price per each (EA). and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, and incidentals for the install of 10” to 8” reducer and no additional compensation will be made therefor.

Payment for Remove Existing Air Release Valve Assembly shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and air release valve assemblies and no additional compensation will be made therefor.

Payment for Construct New Air Release Valve Assembly shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, disposing, traffic control, and incidentals for the construction of air release valve assemblies and no additional compensation will be made therefor.
306-15.6 HYDRANTS
Replace the first sentence with the following:

Payment for Remove Existing Fire Hydrant Assembly and Construct New Fire Hydrant Assembly. Deliver Old Fire Hydrant to City Water Yard shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and fire hydrant assemblies and construction of fire hydrant assemblies and no additional compensation will be made therefor.
306-15.8 PIPELINE APPURTENANCES
Add the following:

Payment for Install 1” Service Assembly with New Meter Box and Abandon Existing Service Connection at Main. Connect to Existing 3/4” Meter. City to Provide New Meter Box shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, hauling, trenching, shoring Item #13. Page 178
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SECTION VIII

testing, disinfecting, disposing, traffic control, and incidentals for the removal of existing surface, abandonment of laterals and construction of 1” service assemblies and connection to existing meters and no additional compensation will be made therefor.

Payment for Install 1” Service Assembly with New Meter Box and 3/4” Meter. City to Provide New Meter and Meter Box shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, traffic control, and incidentals for the removal of existing surface, meters and meter boxes, abandonment of laterals and construction of 1” service assemblies and 3/4” meters and meter boxes and no additional compensation will be made therefor.

Payment for Protect Existing 4” Meter and Vault in Place. Remove Interfering Portion of Existing Pipe and Make Necessary Connection to Existing 4” Meter shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, traffic control, and incidentals for the removal of existing pipe and making the connection to the existing meter. Work located in front of schools will be done during the weekend and in coordination with the City and no additional compensation will be made therefor.

Payment for Protect Existing 8” Fire Service in Place. Remove Interfering Portion of Existing Pipe and Make Necessary Connection to Existing 8” Service shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, traffic control, and incidentals for the removal of existing pipe and making the connection to the existing fire service. Work located in front of schools will be done during the weekend and in coordination with the City and no additional compensation will be made therefor.

Payment for Construct New 1” Sample Station Assembly shall be paid at the contract price per each (EA) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, hauling, disposing, traffic control, and incidentals for the removal of existing surface and sample station assembly and construction of 1” sample station assembly and no additional compensation will be made therefor.

SECTION 307 – JACKING AND TUNNELING
307-1 JACKING OPERATIONS.
307-1.1 General
Item #13. Page 179
Meeting Date: 2/14/2023 / Packet Page #: 534
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SECTION VIII

Add the following:

The location for jacking 8” DIP pipe is approximately between station 22+00 and station 24+00. This is the location where the proposed water main crosses under the two (2) 10’x6.5’ reinforced concrete boxes.
307-1.6 Measurement
Add the following:

Measurement for this item shall include equipment, labor, materials, sawcutting, excavation, hauling, disposing, backfilling pits and incidentals related to the jacking and boring construction. The price per lineal feet of pipe shall be included in the cost for “Construct New 8” Water Main”. 307-1.7 Payment
Add the following:

Payment for Jacking and Boring of 8” DIP Under Existing Flood Control Channel shall be paid at the contract price per lump sum (LS) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, excavating, hauling, disposing, backfilling bore pits, and incidentals for the Jacking and Boring of Proposed 8” DIP Under the Existing Flood Control Channel and no additional compensation will be made therefor.

SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-2.1 General.

Add the following:

All conflicting striping, pavement markings, and curb paint shall be removed by wet sandblasting or other approved method prior to installation of new striping.

All conflicting raised pavement markers shall be removed.

Pavement that is damaged due to removal of markers or striping shall be repaired to the satisfaction of the Agency Representative.

Item #13. Page 180
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SECTION VIII

314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-4.1 General.

Add the following:

The Contractor shall furnish and apply traffic stripes and pavement markings as shown on the Plans and as directed by the Agency's Representative. Placement of striping and markings shall conform to the requirements of Section 84 of the State Standard Specifications, latest edition, and these Special Provisions.

Signing and striping shall conform to part 2 signs & part 3 markings of the (MUTCD), latest edition, these Plans and Special Provisions.

Pavement legends shall match the City stencils (Hawkins stencils or equivalent).

All striping and pavement markings shall be thermoplastic.

The Contractor shall contact the City of Glendora inspection services for inspection 48 hours prior to beginning of construction.

Contractor shall verify all existing conditions and dimensions before starting work. If conditions exist which are contrary to those shown on these Plans, the City of Glendora inspection services shall be notified before proceeding with work.

Striping shall be cat tracked and approved by the Agency Representative prior to final installation.
314-4.4 Thermoplastic Traffic Striping and Pavement Markings 314-4.4.5 Measurement
Replace this subsection with the following:
314-4.4.5 Measurement and Payment. Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in thermoplastic pavement markings, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer is included in the contract LUMP SUM price paid for STRIPING, MARKINGS AND MARKERS, and no additional compensation will be allowed therefor.
314-4.4.6 Payment
Item #13. Page 181
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SECTION VIII

Remove this subsection.
314-5 PAVEMENT MARKERS.
314-5.4 Placement.

Add the following:

All pavement markers shall comply with Sections 81 and 84 of the State Standard Specifications. Non-reflective markers shall be ceramic. All new markers shall have glass faces or be 3M series 290.

Blue raised reflective pavement marker shall be installed adjacent to all existing fire hydrants in accordance with the latest MUTCD.
314-5.6 Measurement
Replace this subsection with the following:
314-5.6 Measurement and Payment. Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in furnishing and installing pavement marker, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer is included in the contract LUMP SUM price paid for TRAFFIC SIGNING, STRIPING, PAVEMENT MARKERS AND PAVEMENT MARKINGS, and no additional compensation will be allowed therefor.
314-5.7 Payment
Remove this subsection.

Item #13. Page 182
Meeting Date: 2/14/2023 / Packet Page #: 537
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

PART 4 – EXISTING IMPROVEMENTS
400 PROTECTION AND RESTORATION
400-1 GENERAL
Replace the second paragraph with the following:

The Contractor shall relocate, repair, replace or reestablish all existing improvements within the project limits (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, survey monuments, landscaping, etc.) which are damaged or removed as a result of the Contractor’s operations or as required by the plans and specifications. When a portion 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.

The Contractor shall mark, as approved by the Engineer, all survey monuments, manholes, valves, substructures, or other items that are visible on the surface and will be covered by its operations. This shall be completed prior to the start of that operation and approved by the Engineer.

Existing traffic striping, pavement markings, and curb markings shall also be considered as existing improvements and the Contractor shall repaint or replace, at the Contractor’s expense, such striping or markings (except for traffic striping and pavement markings within the limits of the Work) if damaged or if their reflectivity is reduced due to construction operations.
400-2 PERMANENT SURVEY MARKERS
Replace the second paragraph with the following:

This work shall include the re-establishment of existing survey monuments and tie-outs that will be disturbed or obliterated during construction including the following:
• Preparation of pre-construction corner records by a licensed surveyor for each monument, including tie-outs and filing the corner records with the County Surveyor.
• Re-setting of survey monuments and tie-outs after construction by a licensed surveyor.
• Preparation of post-construction corner records by a licensed surveyor for each monument including tie-outs and filing the corner records with the County Surveyor.

The Contractor shall submit copies of the recorded pre-construction corner records to the City Engineer for approval prior to beginning any work that may disturb any survey monument or tie-out.

Survey monuments and tie-outs that are not properly re-established by the Contractor after construction will be re-established by the City Engineer and this cost will be deducted from the Contractor’ final invoice. The Contractor shall submit copies of the recorded postconstruction corner records to the City Engineer with the Contractor’s final invoice.

Item #13. Page 183
Meeting Date: 2/14/2023 / Packet Page #: 538
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

Locations of Survey Monuments are as follow:
- Bennett Ave and Barranca Ave
- Bennett Ave and Valencia St
- Bennett Ave and Grand Ave
- Bennett Ave and Westridge Ave
- Bennett Ave and Bender Ave
- Bennett Ave and Washington Ave
- Bennett Ave and Pennsylvania Ave
400-3 PAYMENT
Replace the last sentence of the first paragraph with the following:

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or reestablishing existing improvements shall be included in the Bid.

The paid per each (EA) for “Re-establish Survey Monument Including Tie-out” shall include full compensation for furnishing all labor, materials, tools, traffic control, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

Construction staking shall be performed by a licensed surveyor. All work shall conform to section 3-10.3 Line and Grade. Of the SSPWC.

The paid per lump sum (LS) for “Construction Staking” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

SECTION 401 – REMOVAL
401-1 GENERAL
Add the following:

All fences, trees and obstructions of any nature to the execution of the work shall be removed by Contractor and be disposed of, reused or delivered to the City Yard as required. This work is to be included in the cost of other items bid on, if there is no item covering same. All such obstructions privately owned which are removed by Contractor shall be replaced or compensated for to the satisfaction of the City Engineer at the Contractor's sole expense. 401-2 ASPHALT CONCRETE PAVEMENT
Add the following:

Bituminous pavement shall be removed to neatly sawed edges. Saw cuts shall be to a minimum depth of 3 inches. Where only the surface of existing bituminous pavement is to be removed, the method of removal shall be approved by the Engineer, and a minimum laying depth of 1 inch of new pavement material shall be provided at the join line. Where bituminous pavement adjoins a trench, the edges adjacent to the trench shall be saw cut to Item #13. Page 184
Meeting Date: 2/14/2023 / Packet Page #: 539
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

neat straight lines before resurfacing to ensure that all areas to be resurfaced are accessible to the rollers used to compact the subgrade or paving materials.

Bituminous pavement on curb and gutter, sidewalk or drive approaches shall be removed by heating with a torch to soften the pavement without creating smoke. Softening shall be performed until the bituminous material can be easily scraped away down to the underlying PCC surface. The blade used for scraping shall be maintained straight along its edge and clean. Bituminous material shall be scraped in this manner until it is completely removed. 401-3 CONCRETE AND MASONRY IMPROVEMENTS.
401-3.1 Concrete Pavement.

Replace this subsection with the following:

Concrete pavement shall be removed to neatly sawed edges. Saw cuts shall be made to a minimum depth of 3 inches. If a saw cut in concrete pavement falls within 3 feet of a construction joint, cold joint, expansion joint or edge, the concrete shall be removed to the joint or edge. The edges of existing concrete pavement adjacent to trenches, where damaged subsequent to saw cutting of the pavement, shall again be saw cut to neat straight lines for the purpose of removing the damaged pavement areas. 401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway, and Alley Intersections.

Replace this subsection with the following:

Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 1½-inches. Concrete sidewalk, or driveway to be removed shall be neatly sawed in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk.

No section to be replaced shall be smaller than 30 inches in either length or width. If the saw cut in sidewalk, access ramp, or driveway would fall within 30 inches of a construction joint, expansion joint, or edge, the concrete shall be removed to the joint or edge, except that where the saw cut would fall within 12 inches of a score mark, the saw cut shall be made in and along the score mark. Curb and gutter shall be sawed to a depth of 1½- inches on a neat line at right angles to the curb face. 401-7 Payment.

Add the following:

Payment for removals shall be considered as included in other items of work and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for the removal of existing improvements and no additional compensation will be made therefor.

SECTION 402- UTILITIES
402-1.1 General
Add the following Subsections:

Item #13. Page 185
Meeting Date: 2/14/2023 / Packet Page #: 540
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

402-1.1.1 MANDATORY NOTIFICATION PRIOR TO EXCAVATION
The Contractor’s attention is direct to Section 4215.5 through 4217 of the Government Code of the State of California. This requires that two (2) working days prior to commencing any excavation “Underground Service Alert of Southern California” (USA) shall be notified by phone, toll free 1-800-227-2600, for the assignment of an Inquiry Identification Number.

Construction Contractor shall contact all utility companies (e.g. gas company, electric company, telephone company, cable company, water company, and refuse collectors) at least five (5) working days prior to commencing work and shall verify the location of any known utilities and determine whether or not a representative of each company will be present during excavation:

Additionally, the Contractor shall also notify local entities of his/her schedule fourteen (14) days prior to commencing work, including, local law enforcement agencies, the Post Office, Public Schools, and Bus Companies.

No excavation shall commence unless the Contractor has obtained the USA Inquiry Identification Number.
402-1.1.2 ACCURACY OF UTILITIES INFORMATION
The locations of known existing major utilities, whether above ground or underground, are indicated on the plans. Information and data reflected in the Contract Documents with respect to underground and above ground utilities at or contiguous to the site is based upon information and data furnished to the City and the Engineer by the owners of such utilities, and the City does not assume responsibility for the accuracy or completeness thereof. The Contractor shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary.

The Contractor shall be responsible for determining the location and depth of all underground facilities, including service connections, which may affect or be affected by his/her operations and he/she shall include the cost to pothole all utilities within the limits of work in his/her bid. If an existing utility line, which has been marked by Underground Service Alert or is shown on the plans, is damaged by the Contractor, the Contractor shall repair the line and bear the cost thereof.

Contractor shall be aware that electrical conduits between street and traffic lights may exist beneath pavement and/or sidewalk in areas where such lights are in place and that said conduits are not shown on these plans.

In the event that the Contractor damages any existing utility lines that are not shown, shown incorrectly or the locations of which are not made known to the Contractor prior to excavation, a telephone call and written report shall be made immediately to the Utility owner, the Engineer, and to the City. If directed by the City, the Contractor shall make repairs under the provisions for changes and extra work contained in SECTION 3 – CONTROL OF THE WORK of the SSPWC Standard Specification.

Item #13. Page 186
Meeting Date: 2/14/2023 / Packet Page #: 541
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

402-2 PROTECTION
Remove the following text from the last sentence of the fourth paragraph of Section 402-2:
“if located in accordance with 402-1”.
402-4 RELOCATION
Replace the second sentence of the fourth paragraph with the following:

When not otherwise required by the plans and specifications and when directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between the meter and limits of construction. 402-4.1 Adjustment
Add the following:

All utility boxes within the work limits shall be adjusted to grade when the pavement surrounding the boxes are to be replaced.

The paid per each (EA) for “Adjust Water Valve Frame and Cover to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

The paid per each (EA) for “Adjust Storm Drain Manhole Frame and Cover to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

The paid per each (EA) for “Adjust Sewer Manhole Frame and Cover to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

The paid per each (EA) for “Adjust Water Meter Box to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

The paid per each (EA) for “Adjust Telecom Pull Box to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

The paid per each (EA) for “Adjust Telecom Manhole Frame and Cover to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor. 402-5 DELAYS DUE TO UTILITY CONFLICTS
Remove the last paragraph of this section.

Item #13. Page 187
Meeting Date: 2/14/2023 / Packet Page #: 542
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

404 COLD MILLING
404-11-1
Add the following Subsections:

Payment for Grind and Cold Mill Roadway to Depth of 2.5” shall be paid at the contract price per square foot (SF) and include full compensation for all labor, materials, tools, equipment and incidentals required to remove 2.5” AC Pavement, including disposing of material removed and no additional compensation will be allowed therefor.

Item #13. Page 188
Meeting Date: 2/14/2023 / Packet Page #: 543
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

PART 6 – TEMPORARY TRAFFIC CONTROL
SECTION 600 – ACCESS.
600-1 GENERAL
Add the following:

The Contractor shall maintain all travel lanes on the streets throughout the project free and clear of debris and construction equipment.

When entering or leaving roadways carrying traffic, the Contractor’s equipment, whether loaded or empty shall in all cases yield to public traffic. Haul trucks shall be covered with tarps and secured prior to entering the traffic lanes.

The Contractor shall include furnishing and placing temporary pavement and removal of temporary pavement to accommodate access of traffic from travel lanes in and out of private property, walks, and streets. The cost of furnishing and maintenance of these items during construction shall be included within the various bid items requiring such efforts and no additional compensation shall be allowed therefor.

SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP).
601-2.1 General.

Replace the first paragraph with the following:

The Contractor shall prepare and submit a TCP in accordance with 3-8.2 at least five (5) working days before closing or partially closing any street. 601-2.2 Payment
Replace with the following:

Payment for Traffic Control shall be paid at the contract price per Lump Sum (LS) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, and incidentals for the preparation and implementation of the traffic control plans and no additional compensation will be made therefor. 601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES.
601-3.5 Signs and Signage.
601-3.5.1 General.

Replace the third paragraph with the following:

Temporary “No Parking” and “No Stopping” Signs shall be installed ant least 48 hours before enforcement.
601-3.5.2 Payment.

Replace this subsection with the following:

Item #13. Page 189
Meeting Date: 2/14/2023 / Packet Page #: 544
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

Payment for signs and signage shall be included in the lump sum cost for Traffic Control and no additional compensation will be made therefor.
601-3.7 Traffic Sign Enhancement Devices.
601-3.7.9 Payment.

Replace this subsection with the following:

Payment for PCMS and flashing arrow signs shall be included in the lump sum cost for Traffic Control and no additional compensation will be made therefor.

Item #13. Page 190
Meeting Date: 2/14/2023 / Packet Page #: 545
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
SECTION 701 – CONSTRUCTION
701-11 PULL BOXES.

Add the following:

Pull Boxes that need to be replaced shall be replaced with a new pull box of the same type and style.

The price paid per each (EA) for “Remove and Replace Traffic Signal Pull Box to Grade” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor. 701-17 TRAFFIC SIGNAL CONSTRUCTION
701-17.6 Detectors
701-17.6.3 Inductive Loop Detectors
Add the following:

Inductive loop detectors shall be installed in the locations shown on the signing and striping plans. The loops shall run to the existing splice boxes.

The price paid per each (EA) for “Re-Install Type D or Type E Traffic Loop (6’ Diameter)” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals required to complete the work and no additional payment will be allowed therefor.

Item #13. Page 191
Meeting Date: 2/14/2023 / Packet Page #: 546
Revised 10/21/2022

SPECIAL CONDITIONS

SECTION VIII

PART 8 – LANDSCAPING AND IRRIGATION
SECTION 800 - MATERIALS
800-2 IRRIGATION SYSTEM MATERIALS
800-2.1 Pipe and Fittings
800-2.1.1 General.

Add the following:

Landscape and irrigation materials shall and match that of the existing materials as approved by the City Inspector or City Engineer and shall comply with the Standard Specification.

SECTION 801 - INSTALLATION
801-1 GENERAL
Add the following:

The Contractor shall restore the damaged irrigation system, pipes, and sprinkler heads as a result of construction within the same day of damages occurring. Contractor shall provide continuous water supply for existing landscape.

The Contractor shall test the irrigation systems to ensure proper working condition and make adjustments as necessary to provide cover for all required landscape areas as directed by the Engineer.
801-8 PAYMENT
Replace this section with the following:

The contract unit price paid for Restore Landscaping in kind and Modify Irrigation as Necessary shall be included in the various items of bid for furnishing all labor, materials, tools, equipment, removals, hauling, installing landscape, repairing irrigation, and all incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

The cost to restore landscape and irrigation for curb ramp construction shall be considered as included in the payment per each (EA) for Remove Existing Curb, Gutter, and Sidewalk and Construct Curb Ramp per SPPWC Std Plan 111-5 (case and type per plan) and no additional compensation will be allowed therefor.

Item #13. Page 192
Meeting Date: 2/14/2023 / Packet Page #: 547
Revised 10/2022
NPDES Requirements

SECTION IX

NPDES REQUIREMENTS

BENNETT AVE, WASHINGTON AVE, WESTRIDGE AVE, BENDER

AVE WATER AND STREET IMPROVEMENTS
PLAN NO. 1338 & 1339
The City of Glendora complies with and enforces all Los Angeles County Construction Activity BMP's for storm water pollution prevention relating to public agency activities. The Contractor shall refer to the California Storm Water Best Management Practice Handbooks, and the Los Angeles County Department of Public Works Best Management Practices Handbook for Construction Activities. Please note the included BMP’s and address how they relate to these construction activities. The following is a brief list of BMP's from the Construction Handbook:

SE-7 Street Sweeping and Vacuuming
SE-8 Sandbag Barrier
NS-3 Paving and Grinding Operations
NS-8 Vehicle and Equipment Cleaning
NS-12 Concrete Curing
WM-1 Material Delivery and Storage
WM-2 Material Use
WM-4 Spill Prevention and Control
WM-5 Soil Waste Management
WM-8 Concrete Waste Management
WM-9 Sanitary/Septic Waste Management

PLEASE NOTE THAT THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ATHENS DISPOSAL (626) 336-6100 REGARDING THE SCHEDULING OF TRASH PICK-UP AND RESTRICTIONS OF THOSE VEHICLES.

Item #13. Page 193
Meeting Date: 2/14/2023 / Packet Page #: 548
Revised 10/2019
Vicinity Map

SECTION X
The Attached Vicinity Map is included for bidding purpose.

The precise extent of work will be marked on the site before construction starts.

Item #13. Page 194
Meeting Date: 2/14/2023 / Packet Page #: 549
Revised 06/2022

STANDARD DRAWINGS

SECTION XII

Applicable STANDARD DRAWINGS are available at the City’s website at http://www.cityofglendora.org/departments-services/public-works/standard-designs-and-specifications.

The Bidder / Contractor
shall refer to any and all Standard Drawings
referenced on the Plan or in these Specifications.

The Bidder / Contractor is responsible
for obtaining all Standard Drawings
referenced on the Plan and in these
Specifications.

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RECYCLING FORMS

SECTION XII

RECYCLING FORMS
Item #13. Page 232
Meeting Date: 2/14/2023 / Packet Page #: 587

I
□

STATE OF CALIFORNIA
Department of Resources Recycling and Recovery (CalRecycle) CALRECYCLE 739-TRP (8/13)
Grantee Name
Grant Number:

Rubberized Pavement Certification
The Rubberized Pavement Certification form must be submitted with the payment request form(s). By signing this form, the signator certifies, under penalty of perjury, that the information provided below by the rubberized pavement (RP) manufacturer, binder supplier or contractor is true and accurate.

Grantee: Request completion of this form by each RP manufacturer, binder supplier or contractor. Review form for completeness and submit form to CalRecycle with payment request form(s). Retain supporting documentation that only California-generated waste tires were used for this grant project.

RP manufacturer, binder supplier or contractor: See instructions on the next page, complete and submit form to Grantee.

RP MANUFACTURER, BINDER SUPPLIER OR CONTRACTOR NAME:

CONTACT NAME:

ADDRESS:

EMAIL:

PHONE: FAX:

WEBSITE:

SUPPORTING DOCUMENTATION REQUIREMENT

CERTIFICATE OF ORIGIN OR ACCEPTABLE SUPPORTING DOCUMENTATION ATTACHED (SEE FOOTNOTES ON NEXT PAGE) Product Description
Choose either Crumb Rubber or
Crumb Rubber Modifier
Manufacturer Name Quantity
(lbs.)
/
(divided)
Passenger Tire
Equivalent (PTE) =
Number of PTE’s
Diverted
Crumb Rubber E X A M P L E 25,000 / 12 lbs/tire = 2,083 / =
/ =
TOTAL:

The Product Provider agrees to be bound by the Audit/Records Access requirements of the above-referenced Grant. See next page for additional detail.

I certify under penalty of perjury that the material provided to the above-named grantee was manufactured from only California-generated waste tires. I understand that if it cannot be verified that the source of the material is from only California-generated waste tires, or an audit discloses the use of nonCalifornia tire rubber, that the CalRecycle may deny reimbursement or require the grantee to return all grant funds previously paid under this grant, and that the grantee may seek reimbursement from the above-named RP manufacturer, binder supplier or contractor.

Signature of Authorized Signer for RP manufacturer, binder supplier or contractor Print Name Title Date 1 Item #13. Page 233
Meeting Date: 2/14/2023 / Packet Page #: 588

INSTRUCTIONS:

Grantee to provide:

1. Grantee Name: Complete full legal name as it appears on the Rubberized Pavement Grant Program Grant Agreement Cover Sheet.

2. Grant Number: Enter assigned grant number.

RAC manufacturer, binder supplier or contractor to provide:

1. Contact information: Provide your business’ contact information in this section.

2. Supporting documentation requirement: Provide the Grantee with copies of supporting documentation that validates only California-generated waste tires were used for this grant project and that the waste tires were processed in California. Acceptable forms of supporting documentation include:

Certificate of Origin (if completed by a California Processor) or a Bill of Lading and Manifest documentation for non-California processors.

3. Number of tires diverted: Provide the total number of tires diverted in Passenger Tire Equivalents for this project. Include both the number of pounds of crumb rubber and the calculated number of Passenger Tire Equivalent (PTEs): Use 12 pounds of crumb rubber per PTE.

4. Signature of RAC manufacturer, binder supplier or contractor: This form must be signed by an authorized signer from the RAC manufacturer, binder supplier, or contractor. Provide the completed form, with supporting documentation, to the Grantee.

AUDIT/RECORDS ACCESS:

The Product Provider agrees that CalRecycle, the Department of Finance, the Bureau of State Audits, or their designated representative(s) shall have the right to review and to copy any records and supporting documentation pertaining to this Certification or the products certified herein. The Product Provider agrees to maintain such records for possible audit for a minimum of three (3) years after final payment date or grant term end date, whichever is later, unless a longer period of records retention is stipulated, or until completion of any action and resolution of all issues which may arise as a result of any litigation, dispute, or audit, whichever is later. The Product Provider agrees to allow the designated representative(s) access to such records during normal business hours and to allow interviews of any employees who might reasonably have information related to such records. Further, the Product Provider agrees to include a similar right of the State to audit records and interview staff in any contract or subcontract related to this Certification or the products certified herein. 2 Item #13. Page 234
Meeting Date: 2/14/2023 / Packet Page #: 589
STATE OF CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CalRecycle)

RELIABLE CONTRACTOR DECLARATION
CalRecycle 168 (Revised 9/16)
This form must be completed and submitted to the Department of Resources Recycling and Recovery (CalRecycle) prior to authorizing a contractor(s) to commence work. Failure to provide this documentation in a timely manner may result in nonpayment of funds to the contractor(s).

This form is intended to help the CalRecycle’s Grantees comply with the Reliable Contractor Declaration (formerly Unreliable List) requirement of their Terms and Conditions.

The Reliable Contractor Declaration (formerly Unreliable List) provision requires the following:

Prior to authorizing a contractor(s) to commence work under the Grant, the Grantee shall submit to CalRecycle a declaration signed under penalty of perjury by the contractor(s) stating that within the preceding three (3) years, none of the events listed in Section 17050 of Title 14, California Code of Regulations, Natural Resources, Division 7, has occurred with respect to the contractor(s). Please see the reverse of this page, or refer to the California Code of Regulations (www.calregs.com).

If any of the events listed in Section 17050 have occurred, disclosure is required but will not necessarily result in CalRecycle refusing to approve the contractor. A signed statement explaining the facts and circumstances of the events must be attached to and submitted with this form.

Contractor: Complete the form and send original to the Grantee.

Grantee: Scan the form and upload it to the grant in CalRecycle’s Grant Management System. For further instruction about logging into the Grant Management System and uploading this form, reference the Procedures and Requirements. Retain the original form in your grant file.

GRANTEE INFORMATION
GRANTEE NAME: GRANT NUMBER:

PRIMARY CONTACT NAME:

CONTRACTOR INFORMATION
CONTRACTOR NAME:

AUTHORIZED CONTRACTOR REPRESENTATIVE NAME:

MAILING ADDRESS:

As the authorized representative of the above identified contractor, I declare under penalty of perjury under the laws of the State of California that within the preceding three (3) years, none of the events listed in Section 17050 of Title 14, California Code of Regulations, Natural Resources, Division 7, has occurred with respect to the above identified contractor.

Alternatively, as the authorized representative of the above identified contractor, I declare under penalty of perjury under the laws of the State of California that within the preceding three (3) years, if any of the events listed in Section 17050 of Title 14, California Code of Regulations, Natural Resources, Division 7, has occurred with respect to the above identified contractor, I have disclosed all such occurrences in an attached signed statement that explains the facts and circumstances of the listed events.

Signature Date
Item #13. Page 235
Meeting Date: 2/14/2023 / Packet Page #: 590
STATE OF CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (CalRecycle)

RELIABLE CONTRACTOR DECLARATION
CalRecycle 168 (Revised 9/16)
Title 14 CCR, Division 7, Chapter 1
Article 5. Unreliable Contractors, Subcontractors, Borrowers and Grantees Section 17050. Grounds for Placement on Unreliable List The following are grounds for a finding that a contractor, any subcontractor that provides services for a CalRecycle agreement, grantee or borrower is unreliable and should be placed on the CalRecycle Unreliable Contractor, Subcontractor, Grantee or Borrower List ("Unreliable List"). The presence of one of these grounds shall not automatically result in placement on the Unreliable List. A finding must be made by the Executive Director in accordance with section 17054, and there must be a final decision on any appeal that may be filed in accordance with section 17055 et seq. (a) Disallowance of any and/or all claim(s) to CalRecycle due to fraudulent claims or reporting; or (b) The filing of a civil action by the Attorney General for a violation of the False Claims Act, Government Code section 12650 et. seq; or
(c) Default on a CalRecycle loan, as evidenced by written notice from CalRecycle staff provided to the borrower of the default; or
(d) Foreclosure upon real property loan collateral or repossession of personal property loan collateral by CalRecycle; or
(e) Filing voluntary or involuntary bankruptcy, where there is a finding based on substantial evidence, that the bankruptcy interfered with the CalRecycle contract, subcontract, grant or loan; or (f) Breach of the terms and conditions of a previous CalRecycle contract, any subcontract for a CalRecycle agreement, grant, or loan, resulting in termination of the CalRecycle contract, subcontract, grant or loan by the CalRecycle or prime contractor; or
(g) Placement on the CalRecycle’s chronic violator inventory established pursuant to Public Resources Code section 44104 for any owner or operator of a solid waste facility; or (h) The person, or any partner, member, officer, director, responsible managing officer, or responsible managing employee of an entity has been convicted by a court of competent jurisdiction of any charge of fraud, bribery, collusion, conspiracy, or any act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance under any CalRecycle contract, subcontract, grant or loan; or (i) The person or entity is on the list of unreliable persons or entities, or similar list, of any other federal or California state agency; or
(j) The person or entity has violated an Order issued in accordance with section 18304; or, (k) The person or entity has directed or transported to, has or accepted waste tires at, a site where the operator is required to have but does not have a waste tire facility permit; or, (l) The person or entity has transported waste tires without a waste tire hauler registration; or, (m) The person or entity has had a solid waste facility or waste tire permit or a waste tire hauler registration denied, suspended or revoked; or,
(n) The person or entity has abandoned a site or taken a similar action which resulted in corrective action or the expenditure of funds by CalRecycle to remediate, clean, or abate a nuisance at the site; or (o) The following are additional grounds for a finding that, a person or entity described below should be placed on the Unreliable List:
(1) The person or entity owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List;
(2) The person held the position of officer director, manager, partner, trustee, or any other management position with significant control (Principal Manager) in an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; (3) The entity includes a Principal Manager who:

1. Was a Principal Manager in an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; or,

2. Owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List;
(4) The entity has a person who owns 20% or more of the entity, if that person:

1. Was a Principal Manager in an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List; or,

2. Owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List.
(5) The entity has another entity which owns 20% or more of the entity, if that other entity:

1. Is on the Unreliable List; or,

2. Owned 20% or more of an entity on the Unreliable List at the time of the activity that resulted in its placement on the Unreliable List.
(6) Subsection (o) is not intended to apply to a person or entity that purchases or otherwise obtains an entity on the Unreliable List subsequent to its placement on the Unreliable List.

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INDEX

ALPHABETICAL INDEX
Title Section Subsection
A
Acceptance of Work VI 3-13
Agreement V
Assignment V 4.5
Attorney's Fees V 7.9
Authority of the City Engineer VI 3-4
Award of Contract II 10.

B
Bid III 2.

Bid Bond IV
Bidders Security I
Bidders Security II 7.2
Bid Form II 6.1
Bid Proposal III
Bids to Remain Open II 9.

Bonds I
Bonds II 11.1
C
Certificate of Compliance with Certain Regulations VI 3-13 City Consent to Subcontractor VI 1-6
City's Right to Award Other Contracts VI 2-4
City's Right to Terminate V 7.7
Compaction Tests VI 211
Contract Documents and Site, Examinations of II 4.

Contract Sum V 2.1
Copies of Contract Documents II 2.

Correction of Work Before Acceptance VI 3-13
Cutting and Patching VI 2-4
D
Deductions for Uncorrected Work VI 9.03
Defined, Terms II 1.

Definitions VI 1-2
Delay to Contractor, Payment for VI 6-4
Delivery of Agreement II 11.

Designations of Subcontractors III 6.

Disputes Pertaining to Payment for Work VI 7.04
Drawings, Interpretations VI 3-4
Dust Control VI 3-12
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INDEX

Title Section Subsection
E
Entire Agreement V
Escrow Agreement for Security Deposits in Lieu of Retention VII Examinations of Contract Documents and Site II 4.

F
Faithful Performance Bond V 5.5
Final Cleaning Up VI 3-13
G
General Authority (of City Engineer) VI 3-4
General Provisions VI
H
Hydrant Meters (under Water Supply) VI 2-5
I
Indemnification V 5.3
Independent Contractor V 4.4
Inspections, Test and VI 3-5, 4-3
Instructions to Bidders II
Insurance V 5.

Interpretation II 5.

Interpretation of Drawings and Specifications VI 3-4
J
Job Guidelines VIII
L
Labor and Materials Bond V 5.6
Layout and Field Engineering VI 3-10
Legal Requirements V 7.10
Liens VI 4-1
Liquidated Damages VI 6-9
M
Miscellaneous Provisions V 9.

N
Non-Collusion Affidavit III
Notice V 9.1
Notice Inviting Bids I
NPDES Requirements IX
O
Or-Equal VI 4-6
Title Section Subsection
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INDEX

P
Payments V 2.

Payment for Delays to Contractor VI 6-4
Payment for Work, Disputes pertaining to VI 7.04
Performance of Work V 1.

Prevailing Wages I
Prevailing Wages V 7.10
Prevailing Wages (under Certificate of Compliance) VI 3-13.2.3(a) Progress Payments to Contractor V 2.3
VI 7-3
Proposal III
Q
Qualifications of Bidder II 3.

R
Removal and Disposal of Structures and Obstructions VI 401 Retention (under Liquidated Damages) VI 6-9
Retention V 7.3
VII (3)
Rights of the City to Increase Working Days VI 6-4
Recycled Materials Certificate VI 3-8
S
Samples VI 4-4
Schedule V 3.

Signatures II 12.

Site, Examination of Contract Documents and II 4.

Soils Investigation Report VI 3-9
Special Conditions VIII
Standard Drawings XII
Subcontracting VI 3-3
Subcontractors Bound By Contract VI 3-3
Subcontractors, Designation (under Terms defined) VI 1-2 Submission of Bid II 7.

Substitution of Securities VI 7-3
Surveys VI 3-10
T
Terminate, City's Right to V 7.7
Terms Defined II 1.

Terms Defined VI 1-2
Tests and Inspection VI 3-5, 4-3
Time for Commencement and Completion II 13.

Traffic Requirements VI 601
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INDEX

Title Section Subsection
U
Unit Price List III
Utilities VI 2-5
V
Vicinity Map……………………………………………………………………….. X
W
Waiver V 7.4
Warranty VI 3-13
Water Supply VI 2-5
Withdrawal of Bids II 8.

Work by Others VI 2-4
Worker's Compensation Insurance V 5.1(b)
Working Days, Rights of the City to Increase VI 6-4
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_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).:

Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN TITLE SHEET BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE WATER AND STREET IMPROVEMENT PLAN PLAN NO. 1338 AND 1339 STANDARD NOTES FOR WATER CONSTRUCTION 1. ALL APPLICABLE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS", LATEST REVISIONS, ARE HEREBY MADE A PART OF THIS PLAN AND ALL WATER MAINS, APPURTENANCES AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH SAME. 2. THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, IS HEREBY MADE A PART OF THIS PLAN. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MONUMENTS OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND MONUMENTS DAMAGED OR DESTROYED. 4. THE CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE CITY AND SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ALL FAILURES DETERMINED BY THE CITY ENGINEER TO BE CAUSED BY WORKMANSHIP OR SUBSTANDARD MATERIALS. 5. 24 HOUR NOTIFICATION IS REQUIRED FOR ALL PUBLIC WORKS INSPECTIONS. CONTACT THE CITY OF GLENDORA PUBLIC WORKS DEPARTMENT, MONDAY THROUGH THURSDAY (EXCLUDING HOLIDAYS), 8:00 A.M. TO 5:00 P.M., AT (626) 914-8246. 6. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF GLENDORA PUBLIC WORKS DEPARTMENT AND AFFECTED AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. THE CONTRACTOR SHALL MAKE APPLICATION TO THE CITY OF GLENDORA AND OBTAIN A HYDRANT METER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WATER MANAGER, THE INSTALLATION OF ALL WATER MAINS, APPURTENANCES, TIE-INS, SHUT DOWNS, TESTING AND WORK REQUIRED. 9. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN PROPER BARRICADING, DUST CONTROL, TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE. 10. ALL REQUIRED TESTING (CHLORINATION, BACTERIOLOGICAL, HYDROSTATIC PRESSURE AND LEAKAGE) SHALL BE COMPLETED PRIOR TO PLACEMENT OF WATER MAIN OR APPURTENANCE IN SERVICE AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. 11. ANY CHANGE FROM THE PLAN, STANDARD NOTES, STANDARD DESIGNS OR SPECIFICATIONS SHALL BE CONSIDERED NON-CONFORMING UNLESS APPROVED IN WRITING BY THE CITY ENGINEER PRIOR TO INSTALLATION. 12. ALL WATER MAINS AND APPURTENANCES SHALL BE INSTALLED AFTER COMPLETION OF CURB, GUTTER AND ROUGH STREET GRADE, UNLESS SPECIFIED ON PLAN. 13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND HAVE AVAILABLE ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE INSTALLATION OF WATER MAINS AND APPURTENANCES REQUIRED TO COMPLETE WORK SHOWN HEREON PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. WATER MAINS, SERVICES AND APPURTENANCES SHALL NOT BE BACK FILLED PRIOR TO INSPECTION, FIELD MEASUREMENTS AND TESTING BY THE CITY ENGINEER. CENTER LOADING PRIOR TO HYDROSTATIC TESTING IS ALLOWABLE AFTER INSPECTION AND FIELD MEASUREMENT ARE COMPLETED. 15. INSTALLATIONS NOT CONFORMING TO THE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS" SHALL BE REMOVED, REPLACED AND/OR CORRECTED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE CITY ENGINEER. 16. PIPELINE DISINFECTING SHALL BE IN ACCORDANCE WITH THE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS" AND MEET OR EXCEED THE "AMERICAN WATER WORKS ASSOCIATION STANDARD FOR DISINFECTING WATER MAINS (ANSI/AWWA C651-92)". STANDARD NOTES FOR STREET CONSTRUCTION 1. ALL APPLICABLE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS", LATEST REVISIONS, ARE HEREBY MADE A PART OF THIS PLAN AND ALL STREET IMPROVEMENTS SHALL BE IN ACCORDANCE WITH SAME. 2. THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION, IS HEREBY MADE A PART OF THIS PLAN. 3. PAVEMENT SHALL CONSIST OF 2-INCH RUBBERIZED HOT MIX, TYPE G (RHMA-G) SURFACE COURSE OVER 2-INCH HOT MIX ASPHALT, TYPE PG64-10 BASE COURSE AS SHOWN ON THE PLAN. 4. ASPHALT CONCRETE PAVING SHALL BE LAID IN COURSES NOT TO EXCEED 4 INCHES IN THICKNESS, THE BASE COURSE USING 3/4 INCH MAXIMUM SIZE AGGREGATE AND THE SURFACE COURSE USING 1/2 INCH MAXIMUM SIZE AGGREGATE, UNLESS NOTED. 5. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND MONUMENTS OF EVERY NATURE, WHETHER SHOWN HERON OR NOT, AND PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES AND MONUMENTS DAMAGED OR DESTROYED. 6. ALL CONCRETE SHALL BE CLASS 520-C-2500 (5-1/2 SACK MIX) AND SHALL BE CURED WITH TYPE 1 (CLEAR) CURING COMPOUND IMMEDIATELY AFTER FINISHING. 7. ALL ASPHALT CONCRETE STREET SURFACES SHOWN HEREON SHALL BE SEAL-COATED, WHEN DIRECTED BY THE CITY ENGINEER, FULL WIDTH USING AN APPROVED TYPE SS-1H EMULSION WITH NO MORE THAN 50% WATER ADDED. A TRUCK MOUNTED SPRAY BAR SHALL BE UTILIZED FOR SPREADING. 8. THE CONTRACTOR SHALL COORDINATE ALL SIGN INSTALLATIONS WITH THE CITY ENGINEER PRIOR TO SIDEWALK INSTALLATION. 9. AN APPROVED SOIL STERILANT SHALL BE UNIFORMLY APPLIED IN ALL AREAS TO BE PAVED UNDER THE DIRECTION OF THE CITY ENGINEER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MAILBOX BLOCK-OUT LOCATIONS WITH THE U.S. POSTAL SERVICE PRIOR TO SIDEWALK INSTALLATION. 11. THE CONTRACTOR SHALL WARRANTY ALL WORK FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE CITY AND SHALL BE RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF ALL FAILURES DETERMINED BY THE CITY ENGINEER TO BE CAUSED BY WORKMANSHIP OR SUBSTANDARD MATERIALS. 12. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN PROPER BARRICADING, DUST CONTROL, TRAFFIC CONTROL, SHORING AND SAFETY MEASURES OF EVERY NATURE. 13. THE CONTRACTOR SHALL MAKE APPLICATION TO THE CITY OF GLENDORA AND OBTAIN A HYDRANT METER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM THE CITY OF GLENDORA PUBLIC WORKS DEPARTMENT AND AFFECTED AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OF WATER PIPELINES AND APPURTENANCES WITH THE WATER MANAGER. 16. 24 HOUR NOTIFICATION IS REQUIRED FOR ALL PUBLIC WORKS INSPECTIONS. CONTACT THE CITY OF GLENDORA PUBLIC WORKS DEPARTMENT, MONDAY THROUGH THURSDAY (EXCLUDING HOLIDAYS), 8:00 A.M. TO 5:00 P.M., AT (626) 914-8246. 17. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN CONFORMING TO THE CITY OF GLENDORA TRAFFIC CONTROL REQUIREMENTS, S.D. & S. NO. 1.17. 18. ANY CHANGES FROM THE PLAN, STANDARD NOTES, STANDARD DESIGNS OR SPECIFICATIONS SHALL BE CONSIDERED NON-CONFORMING UNLESS APPROVED IN WRITING BY THE CITY ENGINEER PRIOR TO INSTALLATION. 19. INSTALLATIONS NOT CONFORMING TO THE "CITY OF GLENDORA STANDARD DESIGNS & SPECIFICATIONS" SHALL BE REMOVED, REPLACED AND OR CORRECTED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE CITY ENGINEER. CITY/AGENCY NOTIFICATION: 1 PROJECT LOCATION MAP VICINITY MAP NOT TO SCALE NOT TO SCALE

BARRANCA AVE

BARRANCA AVE

VALENCIA ST

TRAYER AVE

GRAND AVE

WESTRIDGE AVE

BENDER AVE

WASHINGTON AVE

PENNSYLVANIA AVE

CITRUS AVE

GRAND AVE

GLENDORA AVE

LIVE OAK AVE
GLENWOOD AVE BENNETT AVE BENNETT AVE FOOTHILL BLVD LEADORA AVE SIERRA MADRE AVE HISTORIC RTE. 66 I-210 BASELINE RD LEGEND STORM DRAIN MANHOLE TELECOMMUNICATIONS MANHOLE IRRIGATION CONTROL VALVE GAS VALVE WATER VALVE POWER POLE GUY WIRE FIRE HYDRANT STREET LIGHT TRAFFIC SIGNAL PALM TREE STREET CENTERLINE RIGHT-OF-WAY EXISTING CATV LINE EXISTING ELECTRICAL LINE EXISTING GAS LINE EXISTING RECLAIMED WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN LINE EXISTING TELECOMMUNICATIONS LINE EXISTING WATER LINE MAIL BOX TRAFFIC SIGNAL PULL BOX TELECOMMUNICATIONS PULL BOX STREET LIGHTING PULL BOX ELECTRICAL PULL BOX GENERAL PULL BOX GENERAL VAULT ELECTRICAL VAULT RECLAIMED WATER VAULT TELECOMMUNICATIONS VAULT GENERAL CABINET WATER METER GAS METER SIGN TREE EXISTING OVERHEAD LINE SEWER MANHOLE SQUARE GRATE INLET TYPE D LOOP DETECTOR TYPE E LOOP DETECTOR TRAFFIC SIGNAL/PED XWALK SIGNAL PROPOSED WATER LINE ABBREVIATIONS AC ASPHALT CONCRETE CB CATCH BASIN CL CENTERLINE CATV CABLE TELEVISION DWY DRIVEWAY DET DETAIL FH FIRE HYDRANT FS FINISHED SURFACE INV INVERT MH MANHOLE PCC PORTLAND CEMENT CONCRETE PVC POLYVINYL CHLORIDE R/W RIGHT OF WAY S SLOPE SD STORM DRAIN SL STREET LIGHT ELEC ELECTRICAL EX EXISTING RCP REINFORCED CONCRETE PIPE ACP ASBESTOS CEMENT PIPE ARV AIR RELEASE VALVE B/O BLOW-OFF VALVE BOP BOTTOM OF PIPE DIP DUCTILE IRON PIPE FL FIRE LINE GV GAVE VALVE HP HIGH POINT IRR IRRIGATION WATER LAT LATERAL LF LINEAR FEET LIP LIP OF GUTTER LP LOW POINT MAX MAXIMUM MIN MINIMUM PROP PROPOSED SS SANITARY SEWER TL TANGENT LENGTH TOP TOP OF PIPE WM WATER METER WS WATER SERVICE WTR WATER WV WATER VALVE STL STEEL NOTE: 1. THE CONTRACTOR IS REQUIRED TO BLANK AND ABANDON ALL EXISTING STEEL MAIN WITH 0.25" STEEL PLATES WITH FULL CIRCUMFERENCE WELDS. 2. EXISTING MAIN SHALL BE ABANDONED IN PLACE WITH P.C.C. PLUGS AT ALL THE OPENINGS AND CONNECTION POINTS. AT CERTAIN LOCATIONS THERE MAY BE NEED TO CUT AND REMOVE INTERFERING ABANDONED VALVES. FILL THE VOID LEFT BEHIND BY THE VALVE WITH 1-SACK CEMENT SAND SLURRY. TOP 12" IS TO BE AC PAVED FINISH TO MATCH EXISTING SURFACE. CONTRACTOR SHALL ADD COSTS IN HIS OR HER OVERALL BID PROPOSAL, AND NO ADDITIONAL COMPENSATION SHALL BE PAID FOR THIS WORK. 3. CONTRACTOR IS REQUIRED TO CONTACT UNDERGROUND SERVICE ALERT (USA/SC) FOR UTILITY MARKING. POTHOLE ALL UTILITY AND SUBSTRUCTURE LOCATIONS AND VERIFY PROPER CLEARANCE OF ALL PROPOSED WATER INSTALLATIONS PRIOR TO COMMENCING WORK. CONTRACTOR SHALL PROVIDE THE CITY WITH DEPTH, SIZE, TYPE AND LOCATION OF ALL UTILITIES AND SUBSTRUCTURES POTHOLED AND NOTIFY THE CITY ENGINEER OF ANY CONFLICTS WITH PLAN. CONTRACTOR SHALL ALLOW A MINIMUM OF TWO (2) WORKING DAYS FOR REVISED GRADES AND/OR ALIGNMENTS TO BE DETERMINED AND APPROVED BY THE CITY ENGINEER. 4. MINIMUM OF 36" BELOW GRADE REQUIRED ON ALL PROPOSED WATER MAINS. PROPOSED WATER MAINS SHALL BE 6"-12" BELOW EXISTING MAIN TO CLEAR LATERALS. 5. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ALL LANDSCAPING AND HARDSCAPE ASSOCIATED WITH INSTALLATION OF WATER MAIN SERVICE LATERALS. ALL TREES, SHRUBS, GRASS, AND IRRIGATION MUST BE RESTORED TO EXISTING CONDITIONS TO THE SATISFACTION OF CITY INSPECTOR. NOTE (CONTINUED): 6. ALL UTILITY MAIN CROSSING AND TIE IN LOCATIONS SHALL BE POTHOLED (FULL EXPOSED) TO IDENTIFY SIZE, LOCATION, AND DEPTH INFORMATION AND SHALL BE PROVIDED TO THE CITY PRIOR TO ANY MAINLINE INSTALLATION. CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR CITY TO PROVIDE ANY DESIGN CHANGES REQUIRED BY THE FIELD CONDITIONS, WITHOUT CHARGING ANY DOWNTIME DURING CONSTRUCTION. 7. MAXIMUM SHUT DOWN TIME ALLOWED IS 4 HOURS EXCLUDING TIME REQUIRED BY THE CITY FOR SHUT DOWN AND FILLING. DEWATERING AND ALL WORK REQUIRED TO PLACE SYSTEM IN SERVICE IS INCLUDED IN THE MAXIMUM SHUT DOWN TIME. 8. FIRE HYDRANT ASSEMBLY AND EXISTING LATERAL SHALL BE 2 FEET CLEAR OF PROPOSED ASSEMBLY AS REQUIRED. DELIVER EXISTING FIRE HYDRANT ASSEMBLY TO CITY WATER YARD. 9. CONTRACTOR IS REQUIRED TO REMOVE AND SALVAGE EXISTING METER AND METER BOX AS SHOWN ON THE PLAN AND INSTALL NEW LANDSCAPING OR HARDSCAPE IN KIND FOR ALL 1" COPPER SERVICE ASSEMBLY. 10. FOR CONSTRUCTION OF 8" DUCTILE IRON WATER MAIN, USE MEGA-LUG, OR EQUIVALENT JOINT RESTRAINTS ON ALL MJT X PE JOINTS. USE FIELD LOCK GASKETS ON ALL BELL ENDS. 11. ALL CONNECTIONS IN FRONT OF SCHOOL ZONE SHALL BE DONE OVER WEEKENDS. SHEET INDEX 1 TITLE SHEET 2 TYPICAL CROSS SECTIONS 3-8 RAMP DETAILS 9-18 WATER IMPROVEMENT PLAN 19-25 STREET IMPROVEMENT PLAN 26-30 SIGNING AND STRIPING PLAN N N PUBLIC WORKS DEPARTMENT (626) 914-8246 CITY OF GLENDORA WATER DIVISION (626) 914-8256 ENGINEERING DIVISION - PROJECT COORDINATOR (626) 914-8216 POLICE DEPARTMENT (24 HR. EMERGENCY) (626) 914-8250 FIRE DEPARTMENT (CONSTRUCTION NOTIFICATION) (626) 963-1821 (626) 963-5719 CHARTER COMMUNICATIONS (800) 338-9299 CROWN CASTLE (888) 632-0931 FRONTIER COMMUNICATIONS (714) 375-6760 LACDPW - CONSTRUCTION DIVISION (626) 458-5100 MCI (VERIZON) (626) 813-4512 SOUTHERN CALIFORNIA EDISON (562) 903-3167 SOUTHERN CALIFORNIA GAS CO. (909) 335-7955 NO MAJOR CONSTRUCTION WORK OR LANE CLOSURES IMPACTING THE SCHOOL SESSION WILL BE COMMENCED BEFORE JUNE 1, 2023. WORK IN FRONT OF THE SCHOOL WILL START FROM JUNE 1, 2023, TO THE FIRST WEEK OF AUGUST 2023. THE RESTRICTION WILL BE APPLIED TO THE PORTION OF BENNETT AVE FROM BARRANCA AVE TO GRAND AVE, WHICH IS FROM STATION 9+85.21 TO STATION 36+91.79, AS INDICATED ON THE APPROVED PLAN. WORK IN OTHER AREAS WITHOUT IMPACTING THE SCHOOL OPERATION MAY COMMENCE BEFORE JUNE 1, 2023. 10/31/22
Item #13. Page 241
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_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN TYPICAL CROSS SECTIONS 2 10/31/2022 Item #13. Page 242
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_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN RAMP DETAILS 3 N N 10/31/2022 Item #13. Page 243
Meeting Date: 2/14/2023 / Packet Page #: 598
_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN RAMP DETAILS 4 N N N 10/31/2022 Item #13. Page 244
Meeting Date: 2/14/2023 / Packet Page #: 599
_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN RAMP DETAILS 5 N 10/31/2022 Item #13. Page 245
Meeting Date: 2/14/2023 / Packet Page #: 600
_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN RAMP DETAILS 6 N 10/31/2022 Item #13. Page 246
Meeting Date: 2/14/2023 / Packet Page #: 601
_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN RAMP DETAILS 7 N N 10/31/2022 Item #13. Page 247
Meeting Date: 2/14/2023 / Packet Page #: 602
_______ City Engineer RCE 51197 Date Approved By: 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM AS SHOWN RAMP DETAILS 8 N 10/31/2022 Item #13. Page 248
Meeting Date: 2/14/2023 / Packet Page #: 603
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 9 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 249
Meeting Date: 2/14/2023 / Packet Page #: 604
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 10 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 250
Meeting Date: 2/14/2023 / Packet Page #: 605
Feet SCALE: 1" = 20' 0 20 40 10 _______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 11 N 10/31/2022 Item #13. Page 251
Meeting Date: 2/14/2023 / Packet Page #: 606
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 12 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 252
Meeting Date: 2/14/2023 / Packet Page #: 607
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 13 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 253
Meeting Date: 2/14/2023 / Packet Page #: 608
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 14 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 254
Meeting Date: 2/14/2023 / Packet Page #: 609
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 15 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 255
Meeting Date: 2/14/2023 / Packet Page #: 610
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 16 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 256
Meeting Date: 2/14/2023 / Packet Page #: 611
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 17 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 257
Meeting Date: 2/14/2023 / Packet Page #: 612
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM WATER IMPROVEMENT PLAN 18 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 258
Meeting Date: 2/14/2023 / Packet Page #: 613
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 19 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 259
Meeting Date: 2/14/2023 / Packet Page #: 614
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).:

Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 20 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 260
Meeting Date: 2/14/2023 / Packet Page #: 615
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).:

Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 21 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 261
Meeting Date: 2/14/2023 / Packet Page #: 616
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 22 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 262
Meeting Date: 2/14/2023 / Packet Page #: 617
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 23 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 263
Meeting Date: 2/14/2023 / Packet Page #: 618
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 24 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 264
Meeting Date: 2/14/2023 / Packet Page #: 619
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM STREET IMPROVEMENT PLAN 25 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 265
Meeting Date: 2/14/2023 / Packet Page #: 620
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM SIGNING AND STRIPING PLAN 26 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 266
Meeting Date: 2/14/2023 / Packet Page #: 621
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM SIGNING AND STRIPING PLAN 27 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 267
Meeting Date: 2/14/2023 / Packet Page #: 622
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM SIGNING AND STRIPING PLAN 28 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 268
Meeting Date: 2/14/2023 / Packet Page #: 623
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM SIGNING AND STRIPING PLAN 29 N Feet SCALE: 1" = 20' 0 20 40 10 10/31/2022 Item #13. Page 269
Meeting Date: 2/14/2023 / Packet Page #: 624
_______ City Engineer RCE 51197 Date Approved By: 1" = 20' 30 File No.: Sheet of Date: Scale: Drawn By: Plan No(s).: Engineering GLENDORA Division CITY OF BENNETT AVE, WESTRIDGE AVE, BENDER AVE, & WASHINGTON AVE REVISIONS No. DESCRIPTION Appr Date: WHERE FIELD CONDITIONS NECESSITATE, A DEVIATION FROM OR MODIFICATION TO THE APPROVED PLAN, THE CONTRACTOR SHALL STOP ALL WORK RELATED TO OR AFFECTED BY SAID FIELD CONDITIONS. THE PROJECT ENGINEER SHALL SUBMIT DESIGN REVISIONS TO THE CITY ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR TO RESUMING CONSTRUCTION. ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER NO FIELD CHANGES CONTRACTOR NOTICE: R Know what's below. Callbefore you dig. WATER AND STREET IMPROVEMENT PLAN RKM SIGNING AND STRIPING PLAN 30 N 1" = 40' Feet SCALE: 1" = 40' 0 20 40 10 10/31/2022 Item #13. Page 270
Meeting Date: 2/14/2023 / Packet Page #: 625
10/31/22
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ADDENDUM # 1

BENNETT AVE, WASHINGTON AVE, WESTRIDGE AVE, BENDER

AVE WATER AND STREET IMPROVEMENTS
PLAN NO. 1338 & 1339
QUEST CDN # 8329015
Issued: NOVEMBER 29, 2022
Item #13. Page 273
Meeting Date: 2/14/2023 / Packet Page #: 628

CITY OF GLENDORA
116 E. FOOTHILL BOULEVARD
GLENDORA, CALIFORNIA 91741
Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements
Plan No. 1338 & 1339
ADDENDUM NO. 1
Issued: November 29, 2022
This addendum hereby becomes a part of the request for proposal documents of the above referenced project.

The bid opening date is modified to December 6, 2022 at 10:00 a.m.

The following modifications are hereby made to the Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements Plan No. 1338 & 1339.

Bidders shall execute the Bidder’s Certification included in this Addendum No. 1 and shall submit the signed Certification along with the Bidder’s Proposal.

1. City has received several questions for clarification. Those questions with the responses are attached as Attachment “A” and made part of this addendum.

2. Replace the entire section “307- Jacking and Tunneling” under “Special Conditions” with the section provided as Attachment “B”, which is made part of this addendum.

3. Bid item 41 “Jacking and Boring of 8” DIP under Existing Flood Control Channel” will be renamed as “Directional Drilling of 8” DIP Under Existing Flood Control Channel”. The revised Unit Price List is provided as Attachment “C” and made as part of the submitted bid.

November 29, 2022
Principal Civil Engineer

BIDDER'S CERTIFICATION
Receipt of Addendum Number 1 is hereby acknowledged and all conditions contained therein are accepted.

Date ____ Bidder/Company Name ________________________________ Signature ___________
Title ____
Item #13. Page 274
Meeting Date: 2/14/2023 / Packet Page #: 629
ATTACHMENT “A”

RESPONSES TO QUESTIONS RECEIVED
Bennett Ave, Washington Ave, Westridge Ave, Bender Ave Water and Street Improvements Plan No. 1338 & 1339
QuestCDN# 8329015
Q1. What type of bolts & nuts are required for the flanges? A1. Fire hydrants-Hydrant break off A307 Zinc # 5/8 x 3 HX/HX / flanges 4,6, 8 “ 307A zinc 150# 5/8 x 3” HX/HX.

Q2. What type of gaskets are required for the flanges?
A2. Hydrant 6” ring type 1/16 fiber gaskets, Flanges 4,6, 8” full face 1/16” fiber gasket.

Q3. Will you accept “Ford Meter Box Pack-Joint” corp stops? A3. No pack joints-compression type only.

Q4. Is any tracer wire required?
A4. No, not for ductile iron.

Q5. Is any locater tape required?
A5. Yes.

Q6. Will you accept C153 DI Fittings?
A6. Yes, with restrained glands only.

Q7. What mechanical joint restraint manufacture is acceptable? A7. STARR, ROMAC , MEGA LUG.

Q8. Does the Ductile Iron Mainline pipe need to be restrained? A8. Yes, wedge “mega lug “ type restraints, also field lock gaskets for bell end joints.

Q9. What is the existing mainline pipe type?
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A9. Barranca north of Bennett is steel. Barranca south of Bennett is cast iron. Valencia north of Bennett is cement mortar lined and wrapped. Trayer north of Bennett is ductile iron. Grand north of Bennett is ductile iron. Grand south of Bennett is cast iron. Pennsylvania north of Bennett is ductile iron. Pennsylvania south of Bennett is cast iron.

Q10. What type of pipe is being installed in the jack and bore pit? A10. Ductile iron
Q11. Am I using flex couplings to connect to the existing pipe? A11. Sleeve is preferable. Flex coupling with restrained fittings.

Q12. Bid Item 29 states 10 each, but I counted 1 each. Please clarify.

A12. There are 10 each 8x8x8 flange tee in the project. Refer to construction note 26 on the plans.
-- End of section --
Item #13. Page 276
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ATTACHMENT “B”
Replace Entire Section 307 under Special Conditions with the following:

SECTION 307 – JACKING AND TUNNELING
Replace with the following:
307-1 DIRECTIONAL DRILLING OPERATIONS.
307-1.1 General
The maximum allowable joint deflection for the directional drilling shall be 2.5 degrees.

The location for directional drilling 8” DIP pipe is approximately between station 22+00 and station 24+00. This is the location where the proposed water main crosses under the two (2) 10’x6.5’ reinforced concrete boxes.

The directional drilling shall consist of drilling a pilot hole using technology that allows the drill to be steered and tracked from the surface. After completing the pilot hole, a back reamer is attached to the pilot hole rods and pulled through the pilot hole to enlarge it. This is repeated until the bore path is sufficiently large to pull the pipe through. At that point, the pipe is attached to the drill stem and pulled back through the enlarged hole to the entrance pit.

The pilot bore is launched from the surface at an angle between 8 and 20 degrees to the horizontal, then transitions to horizontal as the required depth is reached. A bore path of gradual curvature or near-straight alignment is normally followed to minimize friction and to stay within the allowable joint deflection and curve radius for the pipe. This minimizes the chance of getting the pipeline “hung up” in the soil or damaging the pipe.

To achieve the appropriate bore path size, it may be necessary to perform several reaming operations. Generally, all reaming procedures prior to the actual product installation are referred to as pre-reams. The final ream to which the Ductile iron pipe is attached is referred to as the back ream. Back reamers are available in various sizes and types, based on the size of the pipe and ground conditions. For distribution sizes, the final bore path size should be approximately 1.5 times the largest outside diameter of the new pipe, which is typically the outside diameter of the bell. For larger sized pipe, add approximately 12 inches to the largest OD.

After the pre-reams, the pulling head and connected Ductile iron pipe are attached to the reamer using a swivel, a device that isolates the pipe from the rotation of the HDD drill pipe. This prevents transmission of torsional loads to the pipe. The Ductile iron pipe is then pulled behind the final reamer back through the bore path to the desired final pipe depth and location, exiting at the Item #13. Page 277
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pit on the rig side. The pulling head is then removed and the directionally drilled pipe may then be connected to the rest of the pipeline to continue the job.

Drilling fluids, also known as “drilling mud,” normally utilized in HDD applications are characterized by their viscosity, gel strength, filtration, fluid loss, fluid density, pH, and lubricity. The principal functions of drilling fluids used in HDD are:

1. Stabilizing the bore path, especially in loose or soft soils, by building a lowpermeability filter cake and exerting a positive hydrostatic pressure against the bore path wall. The filter cake and positive hydrostatic pressure reduce obstruction of the bore path and prevent groundwater from seeping into the bore path. They also prevent drilling fluids from exiting the bore path.

2. Transporting drill cuttings to the surface by suspending and carrying them in a slurry that flows in the annulus between the bore wall and the Ductile iron pipe.

3. Cleaning build-up on drill bits or reamer cutters by directing fluid streams at the cutters.

4. Cooling the downhole tools and electronic equipment.

5. Lubricating to reduce the friction between the pipe and the bore wall.

6. Providing hydraulic power to downhole mud motors.

The proper drilling fluid mixture and delivery pressure are typically formulated for the anticipated geological conditions. For simplicity, soil conditions may be defined as either a coarse soil, such as sand and gravel, or a fine soil, such as clay, silt, and shale. In general, for coarse soils, bentonite is the primary additive, which is a naturally occurring clay mineral that forms a mud when mixed with water. For fine soils, polymers or other materials (possibly added to a bentonite base) are usually recommended.

It is the contractor’s responsibility to provide the drilling pressure. The Geotech report of the soil conditions can be acquired from the Geotech report at the City.

Drilling mud mixing systems are usually used to feed the HDD rigs with mud.

These systems consist of a hopper equipped with a bag cutter used to empty powder bags like bentonite, a tank to store the drilling fluid, and a pumping system to circulate and mix the drilling mud product.

Installation can be done with either the cartridge method or assembly line method.

All ductile iron pipe shall be polyethylene encased/wrapped.

Pulling Force
The pulling force shall not be more than the maximum allowable force called out for the ductile iron pipe.
307-1.6 Measurement
Add the following:

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Measurement for this item shall include equipment, labor, materials, sawcutting, excavation, hauling, disposing, backfilling pits and incidentals related to the jacking and boring construction. The price per lineal feet of pipe shall be included in the cost for “Construct New 8” Water Main”. 307-1.7 Payment
Add the following:

Payment for Directional Drilling of 8” DIP Under Existing Flood Control Channel shall be paid at the contract price per lump sum (LS) and shall include full compensation and include but not limited to furnishing all labor, materials, tools, equipment, saw cutting, trenching, shoring testing, disinfecting, excavating, hauling, disposing, drilling, reaming, backfilling bore pits, and incidentals for the Directional Drilling of Proposed 8” DIP Under the Existing Flood Control Channel and no additional compensation will be made therefor.

Item #13. Page 279
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Revised 10/2022
PROPOSAL (Part 2 - Unit Price List)

SECTION III