permitting, bonding, labor, surveying, and materials for doing all the work involved in administration and oversight of the project necessary for completion of the work as specified in the General Provisions, these Project Specifications and as directed by the City.
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Bidder Checklist
SUBMIT THIS BIDDER’S CHECKLIST WITH YOUR BID PROPOSAL. Bidders shall complete and submit all documents marked with an “X” in the “REQUIRED WITH BID SUBMITTAL” column for bids to be considered responsive.
If any Bidder makes any alteration, strike-through, or otherwise deviates from any of the bid forms provided herein or makes any qualifications of any of the required bid forms in separate documents submitted with the Contractor’s Bid Proposal, the Bid Proposal may be considered non-responsive.
REQUIRED WITH BID SUBMITTAL
[X] 1. BID PROPOSAL FORM
[X] 2. BID SCHEDULE A THROUGH C
[X] 3. SIGNATURE PAGE
[X] 4. SUBCONTRACTOR LISTING (In excess of 1/2 of 1%)
[X] 5. BID DEPOSIT (ELECTRONIC SCANNED COPY) attached to front of Proposal in the form of:
[ ] Certified Check [ ] Bidder’s Bond (submitted on form in this IFB) [ ] Cashier’s Check [ ] Irrevocable Letter of Credit
[ ] Certificate of Deposit
[X] 6. CERTIFICATION (Comptroller General’s List)
[X] 7. NONCOLLUSION AFFIDAVIT
[X] 8. PUBLIC CONTRACT CODE
[X] 9. EQUAL EMPLOYEMENT OPPORTUNITY CERTIFICATION
[X] 10. DISCLOSURE OF CONFLICT-OF-INTEREST FORM
[X] 11. ADDENDA – Signature page of all Addenda issued
SUBMIT NO SOONER THAN ELECTRONIC BID SUBMITTAL DATE AND TIME, AND NO LATER THAN 4:00 P.M. ON THE 3RD BUSINESS DAY AFTER BID OPENING:
[X] LETTER FROM BIDDER THAT BIDDER WILL PERFORM NOT LESS THAN 30% OF THE TOTAL NET BID AMOUNT (ORIGINAL CONTRACT PRICE), excluding specialty items designated by the City on the bid proposal to be submitted via email to [email protected] within three working days from the date of the bid opening.
[X] COMPLETE BID AND ALL REQUIRED FORMS AS UPLOADED TO PLANETBIDS (HARD COPY ORIGINAL delivered to ATTN: Jennifer Stickman, City of Madera, 205 East 4th Street, Madera, Ca 93637)
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Bid Proposal Form
Lions Town & Country Park Trail Improvements , IFB 202425-23 Bid proposal of ____________________________ (hereinafter called “BIDDER”), organized and existing under the laws of the State of _________________, doing business as (an individual), or (a partnership), or (a corporation), to the City of Madera (hereinafter called “OWNER”):
In compliance with your advertisement for Bids, BIDDER hereby proposes to perform all work required for “Lions Town & Country Park Trail Improvements, IFB 202425-23” in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below.
By submission of this BID, each BIDDER certifies, and in the case of a joint BID, each party thereto certifies as to his own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.
BIDDER hereby agrees to commence work under this Contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT in ninety (90) Calendar Days.
BIDDER further agrees to pay as liquidated damages, the sum of $585 for each consecutive calendar day thereafter, as provided in Section 1-17 of the General Conditions.
BIDDER acknowledges receipt of the following ADDENDA:
No. ______, dated ____________________, 2025
No. ______, dated ____________________, 2025
No. ______, dated ____________________, 2025
The undersigned, as BIDDER, declares that the only persons, or parties interested in this bid proposal as principals are those named herein; that this bid proposal is made without collusion with any other person, firm or corporation; that the BIDDER has carefully examined the location of the proposed work, the annexed proposed form of contract, and the plan therein referred to; and he proposes and agrees if this bid proposal is accepted, that the BIDDER will contract with the City of Madera to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the contract in the manner and time therein prescribed and according to the requirements of the OWNER as therein set forth, and that he will take in full payment therefor the following prices, to wit:
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Bid Schedule
The following Bid Schedule lists the items necessary to complete the work. Bidder will fully complete the schedule including the total price of each item. If the total cost of any item or the Total Base Bid is inconsistent with the unit cost, the unit costshall prevail. Payment of each item will be based on the actual quantity, except for those items bid lump sum and those items that are noted as fixed quantities.
BID SCHEDULE A, DEMOLITION & SITE PREPARATION
ITEM
NO.
ITEM DESCRIPTION UNIT OF
MEASURE
APPROX
QTY
TOTAL
ITEM
PRICE
A1 Existing Path Removal SF 63,746
A2 Site Grading (Rough/Fine) LS 1
A3 Tree Protection Fencing LS 1
A4 Temporary Construction Fencing LS 1
A5 Site Preparation (Clearing, Grubbing & Disposal) LS 1 A6 Remove and Relocate Existing Signs LS 1
TOTAL BID SCHEDULE A, DEMOLITION & SITE PREPARATION ITEMS A1 THROUGH A6 INCLUSIVE: $ Total Amount of BID SCHEDULE A, DEMOLITION & SITE PREPARATION (in words) is ______________________ Dollars and Cents.
BID SCHEDULE B, FLATWORK & FEATURES
ITEM
NO. ITEM DESCRIPTION UNIT OF
MEASURE
APPROX
QTY
TOTAL
ITEM
PRICE
B1 Asphalt Pavement (w/ Aggregate Base) SF 69,534
B2 Asphalt Edging (6" Concrete Header) LF 11,265
B3 Painted Striping LS 1
TOTAL BID SCHEDULE B, FLATWORK & FEATURES BID ITEMS B1 THROUGH B3 INCLUSIVE: $ Total Amount of BID SCHEDULE B, FLATWORK & FEATURES (in words) is ______________________ Dollars and Cents.
In case of discrepancy between words and figures, the words shall prevail.
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BID SCHEDULE C, MISCELLANEOUS
ITEM
NO. ITEM DESCRIPTION UNIT OF
MEASURE
APPROX
QTY
TOTAL
ITEM
PRICE
C1 Mobilization/De-mobilization (NTE - 5%) LS 1
C2 General Conditions (NTE - 3%) LS 1
TOTAL BID SCHEDULE C, MISCELLANEOUS BID ITEMS C1 THROUGH C2 INCLUSIVE: $ Total Amount of BID SCHEDULE C, MISCELLANEOUS (in words) is ______________________ Dollars and Cents.
In case of discrepancy between words and figures, the words shall prevail.
GRAND TOTAL BID SCHEDULE A, DEMOLITION & SITE PREPARATION ITEMS A1 THROUGH A6 INCLUSIVE, BID SCHEDULE B, FLATWORK & FEATURES BID ITEMS B1 THROUGH B3 INCLUSIVE, AND BID SCHEDULE C, MISCELLANEOUS BID ITEMS C1 THROUGH C2 INCLUSIVE: $
Grand Total Amount of BID SCHEDULE A, DEMOLITION & SITE PREPARATION, BID SCHEDULE B, FLATWORK & FEATURES, AND BID SCHEDULE C, MISCELLANEOUS (in words) is ___________________________ Dollars and _ Cents.
In case of discrepancy between words and figures, the words shall prevail.
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Bid Proposal Signature Page
If this bid proposal shall be accepted and the undersigned shall fail to contract, as aforesaid, and to give the two bonds in the sums to be determined as aforesaid, with surety satisfactory to the Awarding Authority, with seven (7) days after the award of the contract, the Awarding Authorities, at its option, may determine that the BIDDER has abandoned the contract, and thereupon this bid proposal and the acceptance thereof shall be null and void, and the forfeiture of such security accompanying this bid proposal shall operate and the same shall be the property of the OWNER.
DATE
COMPANY NAME
STREET ADDRESS
CITY/STATE/ZIP
PHONE NUMBER
EMAIL
PERSON PREPARING BID
TITLE
SIGNATURE
CITY OF MADERA BUS. LIC. NO.
CA CONTRACTOR’S LIC. NO. & CLASS
DIR REGISTRATION NO. & WORK
CLASSIFICATION
Attest
(Seal if bid is by a corporation)
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Subcontractor Listing
The following named subcontractors(s) will perform with labor, or otherwise render services to the general contractor in or about the construction of the work or improvement in an amount in excess of one-half of one percent of the total BID presented herewith or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of one percent of the prime Contractor’s total BID. Use subcontractor’s business name style as registered with the License Board.
Name, location, and description of work as REQUIRED by
Section 4104 of the California Public Contract code.
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Subcontractor:
Business Address:
CSLB No. & Classification:
DIR No. & Classification:
Item No. or Description of Work:
Dollar Amount or Percentage of Total Bid:
Duplicate this form as necessary.
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Certification
The Bidder certifies under penalty of perjury under the laws of the State of California that his/her business or the corporation is not listed on the Comptroller General's list of ineligible bidders/contractors.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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Noncollusion Affidavit
(Title 23 United States Code Section 112 and Public Contract Code Section 7106) To the CITY of MADERA
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares 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, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, 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.
I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Name of Bidder
Signature
Name
Title
Dated
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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Public Contract Code
Public Contract Code Section 10285.1 Statement
In accordance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985) the Bidder hereby declares under penalty of perjury under the laws of the State of California that the Bidder has _____, has not _____ been convicted within the preceding three years of any offences referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any State or Federal antitrust law in connection with the bidding upon award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term “Bidder” is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
Note. The Bidder must place a check mark after “has” or “has not” in one of the blank spaces provided above. The above Statement is part of the bid proposal.
Public Contract Code Section 10162 Questionnaire
In accordance with the Public Contract Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire: Has the Bidder, any officer, or any employee of the Bidder who has a proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation.
Yes _____ No _____
If the answer is Yes, explain the circumstances in the following space.
Public Contract Code 10232 Statement
In accordance with Public Contract Section 10232, the Bidder, hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court has been issued against the Bidder within the immediately preceding two (2) year period because of the Bidder’s failure to comply with an order of a federal court which orders the Contractor to comply with an order of National Labor Relations Board.
Note: The above Statement and Questionnaire are part of the bid proposal. Signing this bid proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false Certification may subject the certifier to criminal prosecution.
IFB 202425-23 Lions Town & Country Park Trail Improvements
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Equal Employment Opportunity Certification
The bidder ____________________________________________________________ , proposed subcontractor____________________________________________, hereby certifies that he has , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, he has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
The above Certification is part of the Bid Proposal. Signing this Bid Proposal on the signature page thereof shall also constitute signature of this Certification.
Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
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Disclosure of Conflict of Interest
YES* NO
1 Are you currently in litigation with the City of Madera or any of its agents?
2 Do you represent any firm, organization or person who is in litigation with the City of Madera?
3 Do you currently represent or perform work for any clients who do business with the City of Madera?
4 Are you or any of your principals, managers or professionals, owners or investors in a business which does business with the City of Madera, or in a business which is in litigation with the City of Madera? 5 Are you or any of your principals, managers, or professionals, related by blood or marriage to any City of Madera employee who has any significant role in the subject matter of this service? 6 Do you or any of your subcontractors have, or expect to have, any interest, direct or indirect, in any other contract in connection with this Project?
* If the answer to any question is yes, please explain in full below.
Explanation:
Signature
(name)
(address)
(city state zip)
ප Additional page(s) attached.
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Bid Bond
KNOWN ALL MEN BY THESE PRESENT, that we, the undersigned, ___________________________________ as Principal, and ___________________________ as Surety, are hereby held and firmly bound unto _____________________________ as Owner in the penal sum of ____________________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns.
Signed, this _____ day of ____________________, 2025. The condition of the above obligation is such that whereas the Principal has submitted to _____________________________ a certain bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the “Lions Town & Country Park Trail Improvements, IFB 202425-23”
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid.
Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates, and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. (L.S.) By_____________________________________
Principal
Surety
By:
(Seal and Notarial Acknowledge of Surety)
IFB 202425-23 Lions Town & Country Park Trail Improvements
Payment Bond
KNOW ALL MEN BY THESE PRESENTS: that
____________________________________________________________ (Name of Contractor)
____________________________________________________________ (Address of Contractor)
a ____________________________, hereinafter called Principal, and (Corporation, Partnership or Individual)
____________________________________________________________ (Name of Surety)
____________________________________________________________ (Address of Surety)
hereinafter call Surety, are held and firmly bound unto ____________________________________________________________ (Name of Owner)
____________________________________________________________ (Address of Owner)
hereinafter called OWNER, in the penal sum of __
______________ Dollars, ($____________) in lawful money of the United States, for the payment of which sum well and truly made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents, and also by the provisions of Part 2, Title 14, Chapter 2 of the California Code of Civil Procedure (Section 995.010, et seq.) and of Section 3247, et seq. of the California Civil Code.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the __________ day of __________, 2025, a copy of which is hereto attached and made a part hereof for the construction of:
“Lions Town & Country Park Trail Improvements, IFB 202425-23” NOW, THEREFORE, if the Principal shall willingly, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be null and void: otherwise it shall remain in full force and effect.
IFB 202425-23 Lions Town & Country Park Trail Improvements
PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in ________ counterparts, each one of which shall be deemed an original, this the __________ day of ______________, 2025.
ATTEST:_____________________________
Principal
______________________ BY: _____________________________(s) (Principal) Secretary
(Seal)
_______________________ __________________________
(Witness as to Principal) (Address)
_______________________
ATTEST:
________________________ __________________________
(Surety) Secretary (Surety)
(SEAL)
____________________________ BY: _______________________ Witness as to Surety Attorney in Fact
___________________________ ____________________________ (Address) (Address)
___________________________ ____________________________ NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners shall execute Bond.
IFB 202425-23 Lions Town & Country Park Trail Improvements
Performance Bond
KNOW ALL MEN BY THESE PRESENTS: that
____________________________________________________________ (Name of Contractor)
____________________________________________________________ (Address of Contractor)
a ____________________________, hereinafter called Principal, and (Corporation, Partnership or Individual)
____________________________________________________________ (Name of Surety)
____________________________________________________________ (Address of Surety)
hereinafter call Surety, are held and firmly bound unto ____________________________________________________________ (Name of Owner)
____________________________________________________________ (Address of Owner)
hereinafter called OWNER, in the penal sum of __
______________ Dollars, ($____________) in lawful money of the United States, for the payment of which sum well and truly made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the __________ day of __________, 2025, a copy of which is hereto attached and made a part hereof for the construction of:
“Lions Town & Country Park Trail Improvements, IFB 202425-23” NOW, THEREFORE, if the Principal shall willingly, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said Contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such Contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be null and void: otherwise it shall remain in full force and effect.
PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to work to be performed IFB 202425-23 Lions Town & Country Park Trail Improvements
thereunder or the specifications accompanying the same shall in any way affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in ________ (number)
counterparts, each one of which shall be deemed an original, this the __________ day of ______________, 2025.
ATTEST:_____________________________
Principal
______________________ BY: _____________________________(s) (Principal) Secretary
(Seal)
_______________________ __________________________
(Witness as to Principal) (Address)
_______________________
ATTEST:
________________________ __________________________
(Surety) Secretary (Surety)
(SEAL)
____________________________ BY: _______________________ Witness as to Surety Attorney in Fact
___________________________ ____________________________ (Address) (Address)
___________________________ ____________________________ NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners shall execute Bond.
IFB 202425-23 Lions Town & Country Park Trail Improvements
Standard Specifications And Plans
The City of Madera’s Standard Specifications are hereby referred to and incorporated herein as though set forth in full. The Standard Specifications and Standard Drawings are available online at https://www.madera.gov/home/departments/engineering/standard-drawings/, and click on Specifications or Drawings. These online specifications and drawings are the most current, approved issue.
General and Special Conditions
General and Special conditions are hereby referred to and incorporated herein as though set forth in full.
The General and Special Conditions are available by clicking this link or copying and pasting it into your web browser: https://www.madera.gov/wp-content/uploads/2024/04/General-Special-Conditions-forConstruction.pdf.
Information for Bidders
1. Attention of Bidders is especially directed to the specifications which, in addition to the bid proposal and these instructions, are basis for evaluation and will be part of any contract with the successful bidder. Any deviations from the specifications in this notice shall be proper reason for rejection of all or any part of the bid proposal.
2. The City recognizes its policy of providing equal opportunity to all qualified persons and reaffirms its commitment that there shall be no discrimination against qualified applicants, or employees on the basis of race, gender, color, national origin, religion, age, disability, sexual orientation, or marital status.
The City is an equal opportunity employer. The City, as well as its recipients, subrecipients, and contractors, will not discriminate in employment practices based on race, color, religious creed, ancestry, national origin, age, sex (includes sexual harassment), pregnancy (childbirth or related medical conditions), marital status, sexual orientation (heterosexuality, homosexuality and bisexuality), medical condition (cancer and genetic characteristics), mental or physical disability (includes HIV and AIDS), political affiliation/opinion, Veteran's status, or request for family medical leave. The City is committed to ensuring that the work environment of City employees and the work environment of employees and volunteers of recipients, subrecipients, and contractors of the City are free from discrimination, harassment, and retaliation. All efforts to provide equal opportunity in employment practices will be made on the basis of merit, efficiency, and fitness consistent with civil service and merit system principles. Discrimination is prohibited in all aspects of the employment process.
The City, as well as recipients, subrecipients, and contractors, will not discriminate in the delivery of services or benefits based on the above identified bases.
3. The City reserves the right to reject or accept any or all bid proposals or parts thereof, and to accept or reject the alternatives individually or jointly, for any reason.
4. The City reserves the right to consider any minor deviations from the specifications and determine the acceptance or rejection of such deviation.
IFB 202425-23 Lions Town & Country Park Trail Improvements
5. The City reserves the right to modify this IFB at any time. In the event it becomes necessary to modify or revise the IFB, a written amendment or addenda issued by City’s Purchasing Division is the only method which should be relied on with respect to changes to the IFB.
Proposer is responsible for checking the City’s PlanetBids vendor portal prior to submitting a Proposal to determine if any amendments were made to the IFB. Documents, amendments, addenda, etc. will be posted to the City’s PlanetBids vendor portal at:
https://pbsystem.planetbids.com/portal/54016/portal-home.
Any questions related to this IFB shall be submitted through the City’s PlanetBids vendor portal no later than 5:00pm on April 16, 2025
No verbal requests or requests made in any other format will be accepted.
6. Bid proposals will be evaluated by the City. If a bid proposal is found to be incomplete or not in compliance with the format required, it will not be submitted for evaluation. During the evaluation process, the City may find it beneficial to request additional information. Bids will be compared on the basis of the grand total of BID SCHEDULES A, B, and C. Award will be made to the lowest responsive responsible bidder.
7. Any bid proposal may be withdrawn at any time prior to the hour fixed for the opening, provided that a request in writing executed by the Bidder, or his/her duly authorized representative, for the withdrawal of such bid proposal is filed with Purchasing. The withdrawal of a bid proposal shall not prejudice the right of a Bidder to file a new bid proposal prior to the time and date set for the opening. After the expiration of the time and date for receipt of bid proposals, a bid proposal may not be withdrawn or altered.
8. Bidder is responsible for fully acquainting itself with the conditions of the project site (which may include more than one site), as well as those relating to the construction and labor of the project, to fully understand the facilities, difficulties, and restrictions which may impact the cost or effort required to complete the project.
9. The City reserves the right to seek supplementary information from any Bidder at any time after official bid proposal opening and before the award. Such information will be limited to clarification or amplification of information asked in the original bid proposal.
10. Issuance of the IFB and receipt of bid proposals does not commit the City to award an agreement.
The City reserves the right to postpone the IFB process for its own convenience, to accept or reject any or all bid proposals received in response to this IFB, to negotiate with other than the selected company should negotiations with the selected company be terminated, or to cancel any section of this IFB. The City also reserves the right to apportion the award among more than one company.
11. The successful Bidder shall enter into a formal agreement with City which will be very similar in content to the Attachment C, Sample Construction Agreement which is provided for information purposes only and to help clarify City intent relevant to this IFB as well as general contract requirements of the City.
IFB 202425-23 Lions Town & Country Park Trail Improvements
12. Bidder and its subcontractors performing work under this contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses, and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.
13. Prior to beginning any work or delivering any equipment or material to be furnished under this bid proposal, the Bidder shall secure the appropriate Business License from the City of Madera.
Business license information may be obtained by calling (559) 661-5408.
Any Federal or State of California License/Certification required to provide the services will be required.
A Class A, General Engineering Contractor license will be required. Insurance documentation in accordance with the Insurance Requirements for Contractors will also be required.
14. Bidder’s Proprietary Information: Upon bid opening, all documents provided by the successful Bidder shall become public record. All documents provided by any Bidders, other than the successful Bidder, shall become public record in their entirety and subject to disclosure. This shall also include but is not limited to documents for projects for which all bid proposals are rejected and projects for which an award is not made for any reason. In the event that one or more bid proposals are returned to the bidding parties, it is the intent of the City that such documents shall not become public records of the City unless required by the California Public Records Act or other provisions of law.
15. It is the City's policy to encourage the purchase of supplies, services and equipment from vendors located within the boundaries of the City. Local vendors are sellers, vendors, suppliers, and contractors who maintain places of business located within the limits of the City and who have a current City of Madera business license. The local vendor outreach policy shall not apply to those Agreements where State or Federal law, or other laws or regulations preclude such a preference.
Contractors will, to the greatest extent feasible, attempt to incorporate local area businesses as subcontractors and suppliers. Contractors will, upon request, provide records showing the outreach efforts made to local businesses to demonstrate that they have made a reasonable effort to inform local businesses of the opportunity.
16. All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the Contract throughout.
IFB 202425-23 Lions Town & Country Park Trail Improvements
Insurance Requirements for Contractors
Without limiting Contractor’s indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide, and continuously maintain at its own expense during the term of the Agreement, and shall require any and all Subcontractors and Subconsultants of every Tier to obtain and maintain, policies of insurance of the type and amounts described below and in form satisfactory to the City.
Minimum Scope and Limits of Insurance
Contractor shall maintain limits no less than:
$2,000,000 General Liability (including operations, products and completed operations) per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability. Coverage shall be at least as broad as Insurance Services Office (ISO) Commercial General Liability coverage form CG 00 01.
General liability policies shall be endorsed using ISO forms CG 20 10 and CG 20 37 to provide that the City and its officers, officials, employees, and agents shall be additional insureds under such policies.
$2,000,000 Automobile Liability combined single limit per accident for bodily injury or property damage at least as broad as ISO Form CA 00 01 for all activities of Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles. Automobile Liability policies shall be endorsed to provide that the City and its officers, officials, employees, and agents shall be additional insureds under such policies.
Worker’s Compensation as required by the State of California and $1,000,000 Employer’s Liability per accident for bodily injury or disease. Contractor shall submit to the City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the City, its officers, agents, employees, and volunteers.
Maintenance of Coverage
Contractor shall procure and maintain, for the duration of the contract, insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by Contractor, his agents, representatives, employees, subcontractors or subconsultants as specified in this Agreement.
Proof of Insurance
Contractor shall provide to the City certificates of insurance and endorsements, as required, 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 the City prior to commencement of performance. Current evidence of insurance shall be kept on file with the City at all times during the term of this Agreement. Agency reserves the right to require complete, certified copies of all required insurance policies, at any time.
Acceptable Insurers
All insurance policies shall be issued by an insurance company currently authorized by the Insurance commissioner to transact business of insurance in the State of California, with an assigned policyholders’ Rating of A- (or higher) and a Financial Size Category Class VII (or larger), in accordance with the latest edition of Best’s Key Rating Guide.
IFB 202425-23 Lions Town & Country Park Trail Improvements
Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the 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 the City and shall require similar written express waivers and insurance clauses from each of its subconsultants or subcontractors.
Enforcement of Contract Provisions (non estoppel)
Contractor acknowledges and agrees that any actual or alleged failure on the part of the Agency to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City, nor does it waive any rights hereunder.
Specifications 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 Contractor maintains higher limits than the minimums required above, the entity shall be entitled to coverage at the higher limits maintained by Contractor.
Notice of Cancellation
Contractor agrees to oblige its insurance agent or broker and insurers to provide to the City with thirty (30) calendar days’ notice of cancellation (except for nonpayment for which ten (10) calendar days’ notice is required) or nonrenewal of coverage for each required coverage.
Self-insured Retentions
Any self-insured retentions must be declared to and approved by the City. The 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 the City’s Risk Manager.
Timely Notice of Claims
Contractor shall give the 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.
Additional Insurance
Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgement may be necessary for its proper protection and prosecution of the Work.
IFB 202425-23 Lions Town & Country Park Trail Improvements
Attachments
The following attachments are to be incorporated and included as part of the CONTRACT DOCUMENTS for IFB 202425-23 for the Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O’Dell Engineering, 112 pages Attachment B, Project Plan Sheets, 33 pages
Attachment C, Sample Construction Agreement, 19 pages IFB 202425-23 Lions Town & Country Park Trail Improvements
TECHNICAL SPECIFICATIONS FOR:
City of Madera
Lions Town and Country
Regional Park Trail
Restoration Project
October, 2024
100% SUBMITTAL
Prepared by:
1165 Scenic Drive, Suite A
Modesto CA 95350
Phone: (209) 571-1765
Fax: (209) 571-2466
www.odellengineering.com
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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TABLE OF CONTENTS
SECTIONS PAGES
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
BY OTHERS
DIVISION 01 – GENERAL REQUIREMENTS
SECTION 012500 – SUBSTITUTION PROCEDURES ...................................................................................... 1 – 3 SECTION 013100 – PROJECT MANAGEMENT AND COORDINATION .................................................... 1 – 10 SECTION 013200 – CONSTRUCTION PROGRESS DOCUMENTATION .................................................... 1 – 10 SECTION 013233 – PHOTOGRAPHIC DOCUMENTATION ........................................................................... 1 – 7 SECTION 013300 – SUBMITTAL PROCEDURES .......................................................................................... 1 – 10 SECTION 015000 – TEMPORARY FACILITIES AND CONTROLS ............................................................... 1 – 8 SECTION 015639 – TEMPORARY TREE AND PLANT PROTECTION ......................................................... 1 – 9 SECTION 017700 – CLOSEOUT PROCEDURES .............................................................................................. 1 – 6 SECTION 017839 – PROJECT RECORD DOCUMENTS .................................................................................. 1 – 5 DIVISION 02– EXISTING CONDITIONS
SECTION 024119 – SELECTIVE DEMOLITION .............................................................................................. 1 – 7 DIVISION 03-30 – NOT USED
DIVISION 31 – EARTHWORK
SECTION 311000 – SITE CLEARING ................................................................................................................ 1 – 5 SECTION 312000 – EARTH MOVING .............................................................................................................. 1 – 13 DIVISION 32 – EXTERIOR IMPROVEMENTS
SECTION 321216 – ASPHALT PAVING ............................................................................................................ 1 – 8 SECTION 321313 – CONCRETE PAVING ......................................................................................................... 1 – 6 SECTION 321723 – PAVEMENT MARKINGS .................................................................................................. 1 – 3 DIVISION 33– 48 – NOT USED
END OF TECHNICAL SPECIFICATIONS
END OF TABLE OF CONTENTS
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SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
1.3 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.
1.4 ACTION SUBMITTALS
A. Substitution Requests: Submit documentation identifying product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by City and separate contractors that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
Certificates and qualification data, where applicable or requested.
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f. List of similar installations for completed projects, with project names and addresses as well as names and addresses of architects and owners. g. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated. h. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
i. Cost information, including a proposal of change, if any, in the Contract Sum. j. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated. k. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
2. Landscape Architect's Action: If necessary, Landscape Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Landscape Architect will notify Contractor through County of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Landscape Architect does not issue a decision on use of a proposed substitution within time allocated.
1.5 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
1.6 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.
1.7 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Landscape Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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Landscape Architect will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution offers City a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities City must assume. City’s additional responsibilities may include compensation to Landscape Architect for redesign and evaluation services, increased cost of other construction by City, and similar considerations.
b. Requested substitution does not require extensive revisions to the Contract Documents.
c. Requested substitution is consistent with the Contract Documents and will produce indicated results.
d. Requested substitution has the same aesthetically value or play features. e. Substitution request is fully documented and properly submitted. f. Requested substitution will not adversely affect Contractor's construction schedule. g. Requested substitution has received necessary approvals of authorities having jurisdiction.
h. Requested substitution is compatible with other portions of the Work. i. Requested substitution has been coordinated with other portions of the Work. j. Requested substitution provides specified warranty.
k. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 012500
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. RFIs.
4. Digital project management procedures.
5. Web-based Project management software package.
6. Project meetings.
B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.
C. Related Requirements:
1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.
2. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.
1.3 DEFINITIONS
A. BIM: Building Information Modeling.
B. RFI: Request for Information. Request from City, Construction Manager, or Contractor seeking information required by or clarifications of the Contract Documents.
1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
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B. Key Personnel Names: Within 10 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
1. Post copies of list in Project meeting room, in temporary field office, and in prominent location inbuilt facility. Keep list current at all times.
1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Coordination of Multiple Contracts: Each contractor shall cooperate with Project coordinator, who shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for City and separate contractors if coordination of their Work is required.
D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors and direction of Project coordinator to avoid conflicts and to ensure orderly progress of the Work.
Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
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3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
1.6 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Landscape Architect will return without response those RFIs submitted to Landscape Architect by other entities controlled by Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Project name.
2. City name.
3. City's Project number.
4. Name of Landscape Architect and Construction Manager.
5. Landscape Architect's Project number.
6. Date.
7. Name of Contractor.
8. RFI number, numbered sequentially.
9. RFI subject.
10. Specification Section number and title and related paragraphs, as appropriate.
11. Drawing number and detail references, as appropriate.
12. Field dimensions and conditions, as appropriate.
13. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
14. Contractor's signature.
15. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.
C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Landscape Architect.
1. Attachments shall be electronic files in PDF format.
D. Landscape Architect's and Construction Manager's Action: Landscape Architect and Construction Manager will review each RFI, determine action required, and respond. Allow IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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seven days for Landscape Architect's response for each RFI. RFIs received by Landscape Architect or Construction Manager after 1:00 p.m. will be considered as received the following working day.
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Landscape Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.
2. Landscape Architect's action may include a request for additional information, in which case Landscape Architect's time for response will date from time of receipt by Landscape Architect or Construction Manager of additional information.
3. Landscape Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."
a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Landscape Architect and Construction Manager in writing within 5 days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log biweekly. Include the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Landscape Architect and Construction Manager.
4. RFI number, including RFIs that were returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Landscape Architect's and Construction Manager's response was received.
8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.
9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.
F. On receipt of Landscape Architect's and Construction Manager's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Landscape Architect and Construction Manager within seven days if Contractor disagrees with response.
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1.7 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Landscape Architect's Digital Data Files: Digital data files of Landscape Architect's CAD drawings will be provided by Landscape Architect for Contractor's use during construction.
1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project Record Drawings.
2. Landscape Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.
3. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to City and Landscape Architect.
a. Subcontractors and other parties granted access by Contractor to Landscape Architect's digital data files shall execute a data licensing agreement in the form of Agreement acceptable to City and Landscape Architect.
B. Web-Based Project Management Software Package: Use City's web-based Project management software package for purposes of hosting and managing Project communication and documentation until Final Completion.
1. Web-based Project management software includes, at a minimum, the following features:
a. Compilation of Project data, including Contractor, subcontractors, Landscape Architect, Landscape Architect's consultants, City, and other entities involved in Project. Include names of individuals and contact information. b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents. c. Document workflow planning, allowing customization of workflow between project entities.
d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFIs, submittals, Minor Changes in the Work, Construction Change Directives, and Change Orders. e. Track status of each Project communication in real time, and log time and date when responses are provided.
f. Procedures for handling PDFs or similar file formats, allowing markups by each entity. Provide security features to lock markups against changes once submitted. g. Processing and tracking of payment applications.
h. Processing and tracking of contract modifications.
i. Creating and distributing meeting minutes.
j. Document management for Drawings, Specifications, and coordination drawings, including revision control.
k. Management of construction progress photographs.
l. Mobile device compatibility, including smartphones and tablets.
2. At completion of Project, provide digital archive in format that is readable by common desktop software applications in format acceptable to City & Landscape Architect.
Provide data in locked format to prevent further changes.
C. PDF Document Preparation: Where PDFs are required to be submitted to City or Landscape Architect, prepare as follows:
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1. Assemble complete submittal package into a single indexed file, incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.
1.8 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify City and Landscape Architect of scheduled meeting dates and times a minimum of 10 working days prior to meeting.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including City, Construction Manager, and Landscape Architect, within three days of the meeting.
B. Preconstruction Conference: Landscape Architect and City will schedule and conduct a preconstruction conference before starting construction, at a time convenient to City and Landscape Architect, but no later than 10 days after execution of the Agreement.
1. Attendees: Authorized representatives of City, Construction Manager, Landscape Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Tentative construction schedule.
b. Phasing.
c. Critical work sequencing and long lead items.
d. Designation of key personnel and their duties.
e. Lines of communications.
f. Use of web-based Project software.
g. Procedures for processing field decisions and Change Orders. h. Procedures for RFIs.
i. Procedures for testing and inspecting.
j. Procedures for processing Applications for Payment.
k. Distribution of the Contract Documents.
l. Submittal procedures.
m. Preparation of Record Documents.
n. Use of the premises and existing building.
o. Work restrictions.
p. Working hours.
q. City's occupancy requirements.
r. Responsibility for temporary facilities and controls.
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s. Procedures for moisture and mold control.
t. Procedures for disruptions and shutdowns.
u. Construction waste management and recycling.
v. Parking availability.
w. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other Sections and when required for coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Landscape Architect, Construction Manager, and City of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility requirements.
k. Time schedules.
l. Weather limitations.
m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Space and access limitations.
s. Regulations of authorities having jurisdiction.
t. Testing and inspecting requirements.
u. Installation procedures.
v. Coordination with other work.
w. Required performance results.
x. Protection of adjacent work.
y. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.
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5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.
D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to City and Landscape Architect, but no later than 30 days prior to the scheduled date of Substantial Completion.
1. Conduct the conference to review requirements and responsibilities related to Project closeout.
2. Attendees: Authorized representatives of City, Construction Manager, Landscape Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:
a. Preparation of Record Documents.
b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.
c. Procedures for completing and archiving web-based Project software site data files.
d. Submittal of written warranties.
e. Requirements for preparing operations and maintenance data. f. Requirements for delivery of material samples, attic stock, and spare parts. g. Requirements for demonstration and training.
h. Preparation of Contractor's punch list.
i. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
j. Submittal procedures.
k. Coordination of separate contracts.
l. City's partial occupancy requirements.
m. Installation of City's furniture, fixtures, and equipment. n. Responsibility for removing temporary facilities and controls.
4. Minutes: Entity conducting meeting will record and distribute meeting minutes.
E. Progress Meetings: Conduct progress meetings at biweekly intervals.
1. Coordinate dates of meetings with preparation of payment requests.
2. Attendees: In addition to representatives of City, Construction Manager, and Landscape Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013100 - 9 City of Madera
Lions Town and Country Regional Park Trail
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a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Status of sustainable design documentation.
6) Deliveries.
7) Off-site fabrication.
8) Access.
9) Site use.
10) Temporary facilities and controls.
11) Progress cleaning.
12) Quality and work standards.
13) Status of correction of deficient items.
14) Field observations.
15) Status of RFIs.
16) Status of Proposal Requests.
17) Pending changes.
18) Status of Change Orders.
19) Pending claims and disputes.
20) Documentation of information for payment requests.
4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting, where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.
F. Coordination Meetings: Conduct project coordination meetings at biweekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences.
1. Attendees: In addition to representatives of City, Construction Manager, and Landscape Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meetings shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Review and correct or approve minutes of the previous coordination meeting.
Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013100 - 10 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to combined Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
b. Schedule Updating: Revise combined Contractor's construction schedule after each coordination meeting, where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with report of each meeting. c. Review present and future needs of each contractor present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Work hours.
11) Hazards and risks.
12) Progress cleaning.
13) Quality and work standards.
14) Status of RFIs.
15) Proposal Requests.
16) Change Orders.
17) Pending changes.
3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013100
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-1 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Startup construction schedule.
2. Contractor's Construction Schedule.
3. Construction schedule updating reports.
4. Daily construction reports.
5. Material location reports.
6. Site condition reports.
7. Unusual event reports.
1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled.
The sum of costs for all activities must equal the total Contract Sum.
C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine the critical path of Project and when activities can be performed.
D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
E. Event: The starting or ending point of an activity.
F. Float: The measure of leeway in starting and completing an activity.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-2 City of Madera
Lions Town and Country Regional Park Trail
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1. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
2. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.
1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file.
2. PDF file.
3. Two paper copies, of sufficient size to display entire period or schedule, as required.
B. Startup construction schedule.
1. Submittal of cost-loaded startup construction schedule will not constitute approval of schedule of values for cost-loaded activities.
C. Startup Network Diagram: Of size required to display entire network for entire construction period. Show logic ties for activities.
D. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.
E. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.
2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.
3. Total Float Report: List of activities sorted in ascending order of total float.
4. Earnings Report: Compilation of Contractor's total earnings from commencement of the Work until most recent Application for Payment.
F. Construction Schedule Updating Reports: Submit with Applications for Payment.
G. Daily Construction Reports: Submit at weekly intervals.
H. Material Location Reports: Submit at monthly intervals.
I. Site Condition Reports: Submit at time of discovery of differing conditions.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-3 City of Madera
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J. Unusual Event Reports: Submit at time of unusual event.
K. Qualification Data: For scheduling consultant.
1.5 QUALITY ASSURANCE
A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of Landscape Architect's request.
B. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Section 013100 "Project Management and Coordination." Review methods and procedures related to the preliminary construction schedule and Contractor's Construction Schedule, including, but not limited to, the following:
1. Review software limitations and content and format for reports.
2. Verify availability of qualified personnel needed to develop and update schedule.
3. Discuss constraints, including phasing, work stages, area separations, interim milestones, and, partial Owner occupancy.
4. Review delivery dates for City-furnished products.
5. Review schedule for work of City's separate contracts.
6. Review submittal requirements and procedures.
7. Review time required for review of submittals and resubmittals.
8. Review requirements for tests and inspections by independent testing and inspecting agencies.
9. Review time required for Project closeout and City startup procedures including commissioning activities.
10. Review and finalize list of construction activities to be included in schedule.
11. Review procedures for updating schedule.
1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities, and schedule them in proper sequence.
1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
1. Use scheduling component of project management software package specified by City.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-4 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
B. Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting, using CPM scheduling.
1. In-House Option: City may waive requirement to retain a consultant if Contractor employs skilled personnel with experience in CPM scheduling and reporting techniques.
Submit qualifications.
2. Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged delays, and time impact.
C. Time Frame: Extend schedule from date established for commencement of the work.
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
D. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by City or Landscape Architect.
2. Temporary Facilities: Indicate start and completion dates for the following as applicable:
a. Securing of approvals and permits required for performance of the Work. b. Temporary facilities.
c. Construction of mock-ups, prototypes and samples.
d. City interfaces and furnishing of items.
e. Interfaces with Separate Contracts.
f. Regulatory agency approvals.
g. Punch list.
3. Procurement Activities: Include procurement process activities for the long lead-time items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.
4. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.
5. Startup and Testing Time: Include no fewer than 15 days for startup and testing.
6. Commissioning Time: Include no fewer than 15 days for commissioning.
7. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Landscape Architect's and Construction Manager's administrative procedures necessary for certification of Substantial Completion.
8. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and Final Completion.
E. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Work under More Than One Contract: Include a separate activity for each contract.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-5 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
3. Work by City: Include a separate activity for each portion of the Work performed by City.
4. Products Ordered in Advance: Include a separate activity for each product. Include delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.
5. City-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.
6. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Limitations of continued occupancies.
c. Uninterruptible services.
d. Partial occupancy before Substantial Completion.
e. Use-of-premises restrictions.
f. Provisions for future construction.
g. Seasonal variations.
h. Environmental control.
7. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Subcontract awards.
b. Submittals.
c. Purchases.
d. Mockups.
e. Fabrication.
f. Sample testing.
g. Deliveries.
h. Installation.
i. Tests and inspections.
j. Adjusting.
k. Curing.
l. Building flush-out.
m. Startup and placement into final use and operation.
n. Commissioning.
8. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure and space conditioning.
c. Permanent space enclosure.
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.
F. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-6 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
G. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs.
On the line, show planned and actual dollar volume of the Work performed as of planned and actual dates used for preparation of payment requests.
1. See Section 012900 "Payment Procedures" for cost reporting and payment procedures.
H. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and the Contract Time.
I. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate Final Completion percentage for each activity.
J. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.
K. Distribution: Distribute copies of approved schedule to Landscape Architect or Construction Manager, City, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
1.8 STARTUP CONSTRUCTION SCHEDULE
A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within seven days of date established for commencement of the Work.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-7 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
1.9 GANTT-CHART SCHEDULE REQUIREMENTS
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work.
1. Base schedule on the startup construction schedule and additional information received since the start of Project.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
1.10 CPM SCHEDULE REQUIREMENTS
A. Prepare network diagrams using AON (activity-on-node) format.
B. Startup Network Diagram: Submit diagram within 14 days of date established for commencement of the Work. Outline significant construction activities for the first 90 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
C. CPM Schedule: Prepare Contractor's Construction Schedule using a cost- and resource-loaded time-scaled CPM network analysis diagram for the Work.
1. Develop network diagram in sufficient time to submit CPM schedule, so it can be accepted for use no later than 60 days after date established for commencement of the work.
a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates.
2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information.
3. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.
4. Use "one workday" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule to coordinate with the Contract Time.
D. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup network diagram, prepare a skeleton network to identify probable critical paths.
1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-8 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
a. Preparation and processing of submittals.
b. Mobilization and demobilization.
c. Purchase of materials.
d. Delivery.
e. Fabrication.
f. Utility interruptions.
g. Installation.
h. Work by City that may affect or be affected by Contractor's activities. i. Testing and inspection.
j. Commissioning.
k. Punch list and Final Completion.
l. Activities occurring following Final Completion.
2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.
3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.
4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.
a. Subnetworks on separate sheets are permissible for activities clearly off the critical path.
5. Cost- and Resource-Loading of CPM Schedule: Assign cost to construction activities on the CPM schedule. Do not assign costs to submittal activities. Obtain Landscape Architect's approval prior to assigning costs to fabrication and delivery activities. Assign costs under main subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project record documents, sustainable design documentation, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum.
a. Each activity cost shall reflect an appropriate value subject to approval by Landscape Architect.
b. Total cost assigned to activities shall equal the total Contract Sum.
E. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall Project schedule.
F. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following:
1. Contractor or subcontractor and the Work or activity.
2. Description of activity.
3. Main events of activity.
4. Immediate preceding and succeeding activities.
5. Early and late start dates.
6. Early and late finish dates.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-9 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
7. Activity duration in workdays.
8. Total float or slack time.
9. Average size of workforce.
10. Dollar value of activity (coordinated with the schedule of values).
G. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:
1. Identification of activities that have changed.
2. Changes in early and late start dates.
3. Changes in early and late finish dates.
4. Changes in activity durations in workdays.
5. Changes in the critical path.
6. Changes in total float or slack time.
7. Changes in the Contract Time.
H. Value Summaries: Prepare two cumulative value lists, sorted by finish dates.
1. In first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value.
2. In second list, tabulate activity number, late finish date, dollar value, and cumulative dollar value.
3. In subsequent issues of both lists, substitute actual finish dates for activities completed as of list date.
4. Prepare list for ease of comparison with payment requests; coordinate timing with progress meetings.
a. In both value summary lists, tabulate "actual percent complete" and "cumulative value completed" with total at bottom.
b. Submit value summary printouts one week before each regularly scheduled progress meeting.
1.11 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Testing and inspection.
8. Accidents.
9. Meetings and significant decisions.
10. Unusual events.
11. Stoppages, delays, shortages, and losses.
12. Meter readings and similar recordings.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013200-10 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
13. Emergency procedures.
14. Orders and requests of authorities having jurisdiction.
15. Change Orders received and implemented.
16. Construction work Change Directives received and implemented.
17. Services connected and disconnected.
18. Equipment or system tests and startups.
19. Partial completions and occupancies.
20. Substantial Completions authorized.
B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. Indicate the following categories for stored materials:
1. Material stored prior to previous report and remaining in storage.
2. Material stored prior to previous report and since removed from storage and installed.
3. Material stored following previous report and remaining in storage.
C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.
D. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise City in advance when these events are known or predictable.
1. Submit unusual event reports directly to City within one day of an occurrence. Distribute copies of report to parties affected by the occurrence.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013200
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013233-1 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for the following:
1. Preconstruction photographs.
2. Concealed Work photographs.
3. Periodic construction photographs.
4. Final Completion construction photographs.
5. Preconstruction video recordings.
6. Periodic construction video recordings.
7. Construction webcam.
B. Related Requirements:
1. Section 017700 "Closeout Procedures" for submitting photographic documentation as Project Record Documents at Project closeout.
2. Section 024119 "Selective Demolition" for photographic documentation before selective demolition operations commence.
3. Section 311000 "Site Clearing" for photographic documentation before site clearing operations commence.
1.3 INFORMATIONAL SUBMITTALS
A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph and video recording. Indicate elevation or story of construction. Include same information as corresponding photographic documentation.
B. Digital Photographs: Submit image files within three days of taking photographs.
1. Submit photos by uploading to web-based Project management software site. Include copy of key plan indicating each photograph's location and direction.
2. Identification: Provide the following information with each image description in webbased Project management software site:
a. Name of Project.
b. Name and contact information for photographer.
c. Name of Landscape Architect and Construction Manager. d. Name of Contractor.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013233-2 City of Madera
Lions Town and Country Regional Park Trail
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e. Date photograph was taken.
f. Description of location, vantage point, and direction. g. Unique sequential identifier keyed to accompanying key plan.
C. Printed Photographs: Submit two sets of prints of each photographic view within seven days of taking photographs.
1. Format: 8-by-10-inch smooth-surface matte prints on single-weight, paper; enclosed back-to-back in clear plastic sleeves punched for three-ring binder. Include copy of key plan indicating each photograph's location and direction. Provide one binder for each set of prints.
2. Identification: On back of each print, label with the following information:
a. Name of Project.
b. Name and contact information for photographer.
c. Name of Landscape Architect and Construction Manager. d. Name of Contractor.
e. Date photograph was taken if not date stamped by camera. f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.
g. Unique sequential identifier keyed to accompanying key plan.
D. Video Recordings: Submit video recordings within seven days of recording.
1. Submit video recordings by uploading to web-based Project management software site.
Include copy of key plan indicating each video's location and direction.
2. Identification: With each submittal, provide the following information on web-based Project management software site:
a. Name of Project.
b. Name and address of photographer.
c. Name of Landscape Architect and Construction Manager. d. Name of Contractor.
e. Date video recording was recorded.
f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.
3. Transcript: Prepared on 8-1/2-by-11-inch paper, punched and bound in three-ring binders.
Provide label on front and spine. Include a cover sheet with label information. Include name of Project and date of video recording on each page.
E. Time-Lapse Video: Submit time-lapse sequence video recordings within 7 days of recording.
1. Submit time-lapse sequence video recordings monthly by uploading to web-based Project management software site.
2. Identification: For each recording, provide the following information on web-based Project management software site:
a. Name of Project.
b. Name and contact information for photographer.
c. Name of Landscape Architect and Construction Manager.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 013233-3 City of Madera
Lions Town and Country Regional Park Trail
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d. Name of Contractor.
e. Date(s) and time(s) video recording was recorded.
f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.
1.4 QUALITY ASSURANCE
A. Photographer Qualifications: An individual who has been regularly engaged as a professional photographer of construction projects for not less than three years.
B. Construction Webcam Service Provider: A firm specializing in providing photographic equipment, web-based software, and related services for construction projects, with a record of providing satisfactory services similar to those required for Project.
1.5 FORMATS AND MEDIA
A. Digital Photographs: Provide color images in JPG format, produced by a digital camera with minimum sensor size of 12 megapixels, and at an image resolution of not less than 3200 by 2400 pixels, and with vibration-reduction technology. Use flash in low light levels or backlit conditions.
B. Digital Video Recordings: Provide high-resolution, digital video in MPEG format, produced by a digital camera with minimum sensor resolution of 12 megapixels and capable of recording in full high-definition model with vibration-reduction technology. Provide supplemental lighting in low light levels or backlit conditions.
C. Digital Images: Submit digital media as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.
D. Metadata: Record accurate date and time and GPS location data from camera.
E. File Names: Name media files with date, Project area, and sequential numbering suffix.
1.6 CONSTRUCTION PHOTOGRAPHS
A. Photographer: Engage a qualified photographer to take construction photographs.
B. General: Take photographs with maximum depth of field and in focus.
1. Maintain key plan with each set of construction photographs that identifies each photographic location.
C. Preconstruction Photographs: Before commencement of the Work, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Construction Manager.
1. Flag excavation areas & construction limits before taking construction photographs.
2. Take 50 photographs to show existing conditions adjacent to property before starting the Work.
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3. Take 20 photographs of existing buildings either on or adjoining property, to accurately record physical conditions at start of construction.
4. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements.
D. Concealed Work Photographs: Before proceeding with installing work that will conceal other work, take photographs sufficient in number, with annotated descriptions, to record nature and location of concealed Work, including, but not limited to, the following:
1. Underground utilities.
2. Under slab services.
3. Piping.
4. Electrical conduit.
5. Waterproofing and weather-resistant barriers.
E. Periodic Construction Photographs: Take 50 photographs weekly coinciding with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken.
F. Time-Lapse Sequence Construction Photographs: Take 20 photographs as indicated by the Construction Manager, to show status of construction and progress since last photographs were taken.
1. Frequency: Take photographs monthly, on the same date each month.
2. Vantage Points: Following suggestions by Construction Manager and Contractor, photographer shall select vantage points. During each of the following construction phases, take not less than two of the required shots from same vantage point each time, to create a time-lapse sequence as follows:
a. Commencement of the Work, through completion of subgrade construction. b. Above-grade structural framing.
c. Exterior building enclosure.
d. Interior Work, through date of Substantial Completion.
G. Final Completion Construction Photographs: Take 100 photographs after date of Substantial Completion for submission as Project Record Documents. Construction Manager will inform photographer of desired vantage points.
H. Additional Photographs: Construction Manager may request photographs in addition to periodic photographs specified. Additional photographs will be paid for by Change Order and are not included in the Contract Sum.
1. Three days' notice will be given, where feasible.
2. In emergency situations, take additional photographs within 24 hours of request.
3. Circumstances that could require additional photographs include, but are not limited to, the following:
a. Special events planned at Project site.
b. Immediate follow-up when on-site events result in construction damage or losses.
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c. Photographs shall be taken at fabrication locations away from Project site. These photographs are not subject to unit prices or unit-cost allowances. d. Substantial Completion of a major phase or component of the Work. e. Extra record photographs at time of final acceptance. f. City's request for special publicity photographs.
1.7 CONSTRUCTION VIDEO RECORDINGS
A. Video Recording Photographer: Engage a qualified videographer to record construction video recordings.
B. Narration: Describe scenes on video recording by [audio narration by microphone while video recording is recorded. Include description of items being viewed, recent events, and planned activities. At each change in location, describe vantage point, location, direction (by compass point), and elevation or story of construction.
1. Confirm date and time at beginning and end of recording.
2. Begin each video recording with name of Project, Contractor's name, videographer's name, and Project location.
C. Transcript: Provide a typewritten transcript of the narration. Display images and running time captured from video recording opposite the corresponding narration segment.
D. Preconstruction Video Recording: Before starting excavation, demolition, construction, record video recording of Project site and surrounding properties from different vantage points, as directed by Construction Manager.
1. Flag excavation areas & construction limits before recording construction video recordings.
2. Show existing conditions adjacent to Project site before starting the Work.
3. Show existing buildings either on or adjoining Project site to accurately record physical conditions at the start of excavation, demolition, & construction.
4. Show protection efforts by Contractor.
E. Periodic Construction Video Recordings: Record video recording monthly, coinciding with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last video recordings were recorded. Minimum recording time shall be 30 minutes(s).
F. Time-Lapse Sequence Construction Video Recordings: Record video recording to show status of construction and progress.
1. Frequency: During each of the following construction phases, set up video recorder to automatically record one frame of video recording every five minutes, from same vantage point each time, to create a time-lapse sequence of 30 minutes in length as follows:
a. Commencement of the Work, through completion of subgrade construction. b. Above-grade structural framing.
c. Exterior building enclosure.
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2. Timer: Provide timer to automatically start and stop video recorder, so recording occurs only during daylight construction work hours.
3. Vantage Points: Following suggestions by Construction Manager and Contractor, photographer shall select vantage points.
1.8 CONSTRUCTION WEBCAM
A. Webcam: Provide two fixed-location camera(s) with weatherproof housing, mounted to provide unobstructed view of construction site from location approved by Landscape Architect, with the following characteristics:
1. Remotely controllable view with mouse-click user navigation for horizontal pan, vertical tile, and optical zoom of 500 percent minimum.
2. Capable of producing minimum 12 megapixel images.
3. Provide pole mount power supply, active high-speed data connection to service provider's network, and static public IP address for each camera.
B. Live Streaming Images: Provide web-accessible image of current site image, updated at 15- minute intervals when construction is underway.
C. Web-Based Interface: Provide online interface to allow viewing of each high-definition digital still image captured and stored during construction, from the Internet.
1. Access Control: Provide password-protected access for Project team administered by Contractor, providing current image access and archival image access by date and time, with images downloadable to viewer's device.
2. Software: Provide responsive software interface for use on computer, tablet, and mobile screens with accompanying iPhone/iPad app and Android apps.
3. Storage: Maintain images on the website for reference during entire construction period, and for not less than 30 days after Final Completion. Provide sufficient memory on remote server to store all Project images.
4. Online Interface: Provide website interface with Project and client information and logos, calendar-based navigation interface for selecting images, and pan and zoom capability within high-definition images.
5. Forward and Reverse: Provide capability to browse through images, moving forward and backward in time by individual image and by day.
6. Slideshow: Provide capability to automatically display current images from sites when there are three or more cameras used.
7. Time-Lapse: Provide capability for online display of project time-lapse.
8. Dashboard: Provide capability to view thumbnails of all cameras on one screen.
9. Weather: Provide corresponding weather data for each image captured.
10. Provide public viewer open access to most recent Project camera image.
D. Maintain cameras and web-based access in good working order, according to web-based construction photographic documentation service provider's written instructions until Final Completion. Provide for service of cameras and related networking devices and software.
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013233
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
B. Related Requirements:
1. Section 013100 "Project Management and Coordination" for submitting coordination drawings and subcontract list and for requirements for web-based Project software.
2. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.
3. Section 013233 "Photographic Documentation" for submitting preconstruction photographs, periodic construction photographs, and Final Completion construction photographs.
4. Section 017700 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.
5. Section 017839 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Landscape Architect's and City’s responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Landscape Architect's and City’s responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
1.4 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Landscape IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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Architect and City and additional time for handling and reviewing submittals required by those corrections.
1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.
2. Initial Submittal Schedule: Submit concurrently with startup construction schedule.
Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.
3. Final Submittal Schedule: Submit concurrently with the first complete submittal of Contractor's construction schedule.
a. Submit revised submittal schedule as required to reflect changes in current status and timing for submittals.
4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal Category: Action; informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for City’s final release or approval. g. Scheduled dates for purchasing.
h. Scheduled date of fabrication.
i. Scheduled dates for installation.
j. Activity or event number.
1.5 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Landscape Architect.
4. Name of Construction Manager.
5. Name of City.
6. Name of Contractor.
7. Name of firm or entity that prepared submittal.
8. Names of subcontractor, manufacturer, and supplier.
9. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals.
10. Category and type of submittal.
11. Submittal purpose and description.
12. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
13. Drawing number and detail references, as appropriate.
14. Indication of full or partial submittal.
15. Location(s) where product is to be installed, as appropriate.
16. Other necessary identification.
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17. Remarks.
18. Signature of transmitter.
B. Options: Identify options requiring selection by Landscape Architect.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Landscape Architect and City on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.
D. Paper Submittals:
1. Place a permanent label or title block on each submittal item for identification; include name of firm or entity that prepared submittal.
2. Provide a space approximately 4 by 6 inches on label or beside title block to record Contractor's review and approval markings and action taken by Landscape Architect and/or City.
3. Action Submittals: Submit two paper copies of each submittal unless otherwise indicated.
Landscape Architect, through City, will return one copy. Electronic submittals will be accepted in a PDF format and must be separated into each individual submittal number.
4. Informational Submittals: Submit two paper copies of each submittal unless otherwise indicated. Landscape Architect and City will not return copies.
5. Additional Copies: Unless additional copies are required for final submittal, and unless Landscape Architect or City observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.
6. Transmittal for Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using transmittal form.
E. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.
1.6 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package and transmit to Landscape Architect by sending via email. Include PDF transmittal form. Include information in email subject line as requested by Landscape Architect.
a. Landscape Architect, through City, will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.
2. Paper: Prepare submittals in paper form and deliver to Landscape Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
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2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
4. Coordinate transmittal of submittals for related parts of the Work specified in different Sections, so processing will not be delayed because of need to review submittals concurrently for coordination.
a. Landscape Architect and City reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.
Time for review shall commence on City’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Landscape Architect and/or City will advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow 10 days for review of each resubmittal.
4. Sequential Review: Where sequential review of submittals by Landscape Architect's consultants, City, or other parties is indicated, allow 21 days for initial review of each submittal.
5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Landscape Architect and to Landscape Architect's consultants, allow 15 days for review of each submittal. Submittal will be returned to City, through Landscape Architect, before being returned to Contractor. a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Landscape Architect and City.
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block, and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from Landscape Architect's and/or City’s action stamp.
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Landscape Architect's and City's action stamp.
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1.7 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.
5. Submit Product Data before Shop Drawings, and before or concurrently with Samples.
B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.
2. Paper Sheet Size: Except for templates, patterns, and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 24 by 36 inches. a. Two opaque (bond) copies of each submittal. Landscape Architect, through City, will return one copy.
C. Samples: Submit Samples for review of type, color, pattern, and texture for a check of these characteristics with other materials.
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1. Transmit Samples that contain multiple, related components, such as accessories together in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section. f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics and identification information for record.
4. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.
5. Paper Transmittal: Include paper transmittal, including complete submittal information indicated.
6. Disposition: Maintain sets of approved Samples at Project site, available for qualitycontrol comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as City's property, are the property of Contractor.
7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units, showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Landscape Architect, through City, will return submittal with options selected.
8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit 2 sets of Samples. Landscape Architect and City will retain 1 Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a project record Sample.
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1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least 2 sets of paired units that show approximate limits of variations.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.
2. Manufacturer and product name, and model number if applicable.
3. Number and name of room or space.
4. Location within room or space.
E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of Landscape Architects and City’s, and other information specified.
F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.
G. Certificates:
1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.
2. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents.
Include evidence of manufacturing experience where required.
4. Material Certificates: Submit written statements on manufacturer's letterhead, certifying that material complies with requirements in the Contract Documents.
5. Product Certificates: Submit written statements on manufacturer's letterhead, certifying that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
H. Test and Research Reports:
1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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performed before installation of product. Include written recommendations for substrate preparation and primers required.
2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:
a. Name of evaluation organization.
b. Date of evaluation.
c. Time period when report is in effect.
d. Product and manufacturers' names.
e. Description of product.
f. Test procedures and results.
g. Limitations of use.
1.8 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Landscape Architect.
B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file copy of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.
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1.9 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.
Note corrections and field dimensions. Mark with approval stamp before submitting to Landscape Architect and City.
B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
1. Landscape Architect and City will not review submittals received from Contractor that do not have Contractor's review and approval.
1.10 LANDSCAPE ARCHITECT'S AND CITY’S REVIEW
A. Action Submittals: Landscape Architect and/or City will review each submittal, indicate corrections or revisions required, and return date.
1. PDF or Paper Submittals: Landscape Architect and City will indicate, via markup on each submittal, the appropriate action.
a. No exceptions Taken: Contractor is advised that fabrication, manufacture, or construction may proceed, providing it complies with contract documents. b. Make Corrections Noted: Contractor is advised that fabrication, manufacture, or construction may proceed, providing it complies with Landscape Architect’s notations and contract documents.
c. Amend and Resubmit or Rejected-see Remarks: Contractor is advised that no work shall be fabricated, manufactured, or constructed. Contractor shall make a new submittal.
B. Informational Submittals: Landscape Architect and City will review each submittal and will not return it, or will return it if it does not comply with requirements. Landscape Architect and City will forward each submittal to appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Landscape Architect and/or City.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Landscape Architect and City will return without review submittals received from sources other than Contractor.
F. Submittals not required by the Contract Documents will be returned by Landscape Architect without action.
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PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 013300
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.
1.3 USE CHARGES
A. Installation, removal, and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to City's construction forces, Landscape Architect, occupants of Project, testing agencies, and authorities having jurisdiction.
B. Sewer Service: Pay sewer-service use charges for sewer usage by all entities for construction operations.
C. Water Service: Pay water-service use charges for water used by all entities for construction operations.
D. Electric Power Service: Pay electric-power-service use charges for electricity used by all entities for construction operations.
E. Water and Sewer Service from Existing System: Water from City's existing water system is available for use with metering. Provide connections and extensions of services and metering as required for construction operations.
F. Electric Power Service from Existing System: Electric power from City's existing system is available for use with metering. Provide connections and extensions of services and metering as required for construction operations.
1.4 INFORMATIONAL SUBMITTALS
A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015000 - 2 City of Madera
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B. Implementation and Termination Schedule: Within 15 days of date established for commencement of the Work, submit schedule indicating implementation and termination dates of each temporary utility.
C. Project Identification and Temporary Signs: Show fabrication and installation details, including plans, elevations, details, layouts, typestyles, graphic elements, and message content.
D. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program.
E. Moisture- and Mold-Protection Plan: Describe procedures and controls for protecting materials and construction from water absorption and damage and mold. Describe delivery, handling, storage, installation, and protection provisions for materials subject to water absorption or water damage.
1. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and requirements for replacing water-damaged Work.
2. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.
3. Indicate methods to be used to avoid trapping water in finished work.
F. Dust- and HVAC-Control Plan: Submit coordination drawing and narrative that indicates the dust- and HVAC-control measures proposed for use, proposed locations, and proposed time frame for their operation. Include the following:
1. Locations of dust-control partitions at each phase of work.
2. HVAC system isolation schematic drawing.
3. Location of proposed air-filtration system discharge.
4. Waste-handling procedures.
5. Other dust-control measures.
G. Noise and Vibration Control Plan: Identify construction activities that may impact the occupancy and use of existing spaces within the building or adjacent existing buildings, whether occupied by others, or occupied by the City. Include the following:
1. Methods used to meet the goals and requirements of the City.
2. Concrete cutting method(s) to be used.
3. Location of construction devices on the site.
4. Show compliance with the use and maintenance of quieted construction devices for the duration of the Project.
5. Indicate activities that may disturb building occupants and that are planned to be performed during non-standard working hours as coordinated with the City.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015000 - 3 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
1.5 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits.
C. Accessible Temporary Egress: Comply with applicable provisions in the United States Access Board's ADA-ABA Accessibility Guidelines.
1.6 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before City's acceptance, regardless of previously assigned responsibilities.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts and frames.
B. Fencing Windscreen Privacy Screen: Polyester fabric scrim with grommets for attachment to chain-link fence, sized to height of fence, in color selected by Landscape Architect from manufacturer's standard colors.
C. Dust-Control Adhesive-Surface Walk-Off Mats: Provide mats, minimum 36 by 60 inches.
D. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.
2.2 TEMPORARY FACILITIES
A. Field Offices: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading.
B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.
1. Store combustible materials apart from building.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015000 - 4 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.
PART 3 - EXECUTION
3.1 TEMPORARY FACILITIES, GENERAL
A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.
1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as City's property.
3.2 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.
3.3 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, City, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.
B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.
1. Connect temporary sewers to municipal system as directed by authorities having jurisdiction.
C. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.
D. Water Service: Connect to City's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to City. At Substantial Completion, restore these facilities to condition existing before initial use.
E. Sanitary Facilities: Provide temporary toilets, wash facilities, safety shower and eyewash facilities, and drinking water for use of construction personnel. Comply with requirements of IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015000 - 5 City of Madera
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authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.
F. Temporary Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.
1. Provide temporary dehumidification systems when required to reduce ambient and substrate moisture levels to level required to allow installation or application of finishes and their proper curing or drying.
G. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas.
1. Maintain dust partitions during the Work. Use vacuum collection attachments on dustproducing equipment. Isolate limited work within occupied areas using portable dustcontainment devices.
2. Perform daily construction cleanup and final cleanup using approved, HEPA-filterequipped vacuum equipment.
H. Electric Power Service: Connect to City's existing electric power service. Maintain equipment in a condition acceptable to City.
I. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations.
1. Install electric power service overhead unless otherwise indicated.
2. Connect temporary service to City's existing power source, as directed by City.
J. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.
1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.
K. Telephone Service: Provide telephone number on-site at all times and in common-use facilities for use by all construction personnel. At a minimum of one location on-site, post a list of important telephone numbers.
a. Police and fire departments.
b. Ambulance service.
c. Contractor's home office.
d. Contractor's emergency after-hours telephone number. e. Landscape Architect's office.
f. Engineers' offices.
g. City's office.
h. Principal subcontractors' field and home offices.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015000 - 6 City of Madera
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3.4 SUPPORT FACILITIES INSTALLATION
A. Comply with the following:
1. Provide construction for temporary field offices, shops, and sheds located within construction area or within 30 feet of building lines that is noncombustible in accordance with ASTM E136. Comply with NFPA 241.
2. Utilize designated area within existing building for temporary field offices.
3. Maintain support facilities until Landscape Architect schedules Substantial Completion inspection. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to City.
B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations.
1. Provide dust-control treatment that is nonpolluting and non-tracking. Reapply treatment as required to minimize dust.
C. Traffic Controls: Comply with requirements of authorities having jurisdiction.
1. Protect existing site improvements to remain, including curbs, pavement, and utilities.
2. Maintain access for fire-fighting equipment and access to fire hydrants.
D. Parking: Use designated areas of City's existing parking areas for construction personnel.
E. Storage and Staging: Use designated areas of Project site for storage and staging needs.
F. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.
Maintain Project site, excavations, and construction free of water.
1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.
2. Remove snow and ice as required to minimize accumulations.
G. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.
1. Identification Signs: Provide Project identification signs as indicated on Drawings.
2. Temporary Signs: Provide other signs as indicated and as required to inform public and individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.
3. Maintain and touch up signs, so they are legible at all times.
H. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.
I. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015000 - 7 City of Madera
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3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.
1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property City to access property for that purpose.
B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.
C. Temporary Erosion and Sedimentation Control: Comply with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent and requirements specified in Section 311000 "Site Clearing." D. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to temporary erosion and sedimentation-control Drawings.
1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant-protection zones.
2. Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established.
3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.
4. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.
E. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.
F. Tree and Plant Protection: Comply with requirements specified in Section 015639 "Temporary Tree and Plant Protection."
G. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from damage from construction operations. Protect tree root systems from damage, flooding, and erosion.
H. Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring of rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals, so Project will be free of pests and their residues at Substantial Completion. Perform control operations lawfully, using materials approved by authorities having jurisdiction.
I. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people from easily entering site except by entrance gates.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1. Extent of Fence: As indicated on Drawings.
2. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Furnish one set of keys to City.
J. Security Enclosure and Lockup: Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each workday.
K. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.
L. Temporary Egress: Provide temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. Provide signage directing occupants to temporary egress.
3.6 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.
B. Maintenance: Maintain facilities in good operating condition until removal.
C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.
D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are property of Contractor.
City reserves right to take possession of Project identification signs.
2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures."
END OF SECTION 015000
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 015639 - 1 City of Madera
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SECTION 015639 - TEMPORARY TREE AND PLANT PROTECTION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes general protection and pruning of existing trees and plants that are affected by execution of the Work, whether temporary or permanent construction.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for temporary site fencing.
2. Section 311000 "Site Clearing" for removing existing trees and shrubs.
1.3 DEFINITIONS
A. Caliper: Diameter of a trunk measured by a diameter tape at a height 6 inches above the ground for trees up to and including 4-inch size at this height and as measured at a height of 12 inches above the ground for trees larger than 4-inch size.
B. Caliper (DBH): Diameter breast height; as described in The Guide for Plant Appraisal 9th edition, by the Council of Tree 7 Landscape Appraisers and the International Society of Arboriculture, Champaign, Illinois.
C. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings.
D. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and indicated on Drawings.
E. Vegetation: Trees, shrubs, groundcovers, grass, and other plants.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings:
1. Include plans, elevations, sections, and locations of protection-zone fencing and signage, showing relation of equipment-movement routes and material storage locations with protection zones.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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2. Detail fabrication and assembly of protection-zone fencing and signage.
3. Indicate extent of trenching by hand or with air spade within protection zones.
C. Samples: For each type of the following:
1. Organic Mulch: 1-pint volume of organic mulch; in sealed plastic bags labeled with composition of materials by percentage of weight and source of mulch.
2. Protection-Zone Fencing: Assembled Samples of manufacturer's standard size made from full-size components.
3. Protection-Zone Signage: Full-size Samples of each size and text, ready for installation.
D. Tree Protection Plan: Submit a tree protection and fence plan for approval. The plan shall show:
a. All existing within the project site and trees with driplines extending into the project. Each Tree shall be assigned a tree identification number. b. Protective fencing locations and extents.
c. All existing trees to be demolished.
E. Tree Pruning Schedule: Written schedule detailing scope and extent of pruning of trees to remain that interfere with or are affected by construction.
1. Species and size of tree.
2. Location on site plan. Include unique identifier for each.
3. Reason for pruning.
4. Description of pruning to be performed.
5. Description of maintenance following pruning.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For arborist and tree service firm.
B. Certification: From arborist, certifying that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged.
C. Maintenance Recommendations: From arborist, for care and protection of trees affected by construction during and after completing the Work.
D. Existing Conditions: Documentation of existing trees and plantings indicated to remain, which establishes preconstruction conditions that might be misconstrued as damage caused by construction activities.
1. Use sufficiently detailed photographs or video recordings.
2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain.
E. Arborist Reports: From arborist, stating conditions on site during each visit. Report shall include the area of construction activity, I.D. number of tree/trees within activity zone, protection methods used, photographs of construction and any corrective measures taken by the arborist.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1.6 QUALITY ASSURANCE
A. Arborist Qualifications: Certified Arborist as certified by ISA Licensed arborist in jurisdiction where Project is located.
B. Tree Service Firm Qualifications: An experienced tree service firm that has successfully completed temporary tree and plant protection work similar to that required for this Project and that will assign an experienced, qualified arborist to Project site during execution of the Work.
C. Quality-Control Program: Prepare a written program to systematically demonstrate the ability of personnel to properly follow procedures and handle materials and equipment during the Work without damaging trees and plantings. Include dimensioned diagrams for placement of protection zone fencing and signage, the arborist's and tree-service firm's responsibilities, instructions given to workers on the use and care of protection zones, and enforcement of requirements for protection zones.
D. Guarantee: Contractor is responsible for the health of existing trees designated for protection for three years. The guarantee period is measured from the start of construction. Trees with declining health due to construction activities will be replaced per the tree replacement section of these specifications.
E. Preinstallation Conference: Conduct conference at Project site.
1. Review methods and procedures related to temporary tree and plant protection including, but not limited to, the following:
a. Construction schedule. Verify availability of materials, personnel, and equipment needed to make progress and avoid delays.
b. Enforcing requirements for protection zones.
c. Arborist’s responsibilities.
d. Quality-control program.
e. Coordination of Work and equipment movement with the locations of protection zones.
f. Trenching by hand or with air spade within protection zones. g. Field quality control.
1.7 PROJECT CONDITIONS
A. The following practices are prohibited within protection zones:
1. Storage of construction materials, debris, or excavated material.
2. Construction Activities.
3. Moving or parking vehicles or equipment.
4. Foot traffic.
5. Erection of sheds or structures.
6. Impoundment of water.
7. Excavation, digging, trenching, tilling grading or soil disturbance unless otherwise indicated.
8. Addition, removal, or storage of soil.
9. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.
10. Mechanical damage to tree trunks, roots or branches.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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11. Burning of construction materials or cement wash out.
B. Do not direct vehicle or equipment exhaust toward protection zones.
C. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones and organic mulch.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Backfill Soil: Stockpiled soil from location shown on Drawings of suitable moisture content and granular texture for placing around tree; free of stones, roots, plants, sod, clods, clay lumps, pockets of coarse sand, concrete slurry, concrete layers or chunks, cement, plaster, building debris, and other extraneous materials harmful to plant growth.
1. Mixture: Well-blended mix of two parts stockpiled soil to one part planting soil.
2. Planting Soil: Planting soil as specified in Section 329113 "Soil Preparation." B. Organic Mulch: Free from deleterious materials and suitable as a top dressing for trees and shrubs, consisting of one of the following:
1. Type: Ground or shredded bark.
2. Size Range: 2 inches maximum, 1/2 inch minimum.
3. Color: As indicated on Drawings.
C. Protection-Zone Fencing: Fencing fixed in position and meeting one of the following requirements:
1. Temporary Chain-Link Protection-Zone Fencing: Galvanized-steel fencing fabricated from minimum 2-inchopening, 0.148-inch-diameter wire chain-link fabric; with pipe posts, minimum 2-3/8-inch-OD line posts, and 2-7/8-inch-OD corner and pull posts; with
0.177-inch-diameter top tension wire and 0.177-inch-diameter bottom tension wire; with tie wires, hog ring ties, and other accessories for a complete fence system. a. Height: 72 inches.
2. Plastic Protection-Zone Fencing: Plastic construction fencing constructed of high-density extruded and stretched polyethylene fabric with 2-inchmaximum opening in pattern and weighing a minimum of 0.4 lb/ft.; remaining flexible from minus 60 to plus 200 deg F; inert to most chemicals and acids; minimum tensile yield strength of 2000 psi and ultimate tensile strength of 2680 psi; secured with plastic bands or galvanized-steel or stainless-steel wire ties; and supported by tubular or T-shape galvanized-steel posts spaced not more than 96 inches apart.
a. Height: 48 inches.
b. Color: High-visibility orange, nonfading.
3. Gates: Single- swing access gates matching material and appearance of fencing, to allow for maintenance activities within protection zones; leaf width As indicated.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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D. Protection-Zone Signage: Shop-fabricated, rigid plastic or metal sheet with attachment holes pre punched and reinforced; legibly printed with nonfading lettering and as follows:
1. Size and Text: As shown on Drawings.
2. Lettering: 3-inch-high minimum, black characters on white background.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Temporary Erosion and Sedimentation Control: Examine the site to verify that temporary erosion- and sedimentation-control measures are in place. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.
B. Prepare written report, endorsed by arborist, listing conditions detrimental to tree and plant protection.
3.2 PREPARATION
A. Locate and clearly identify trees, shrubs, and other vegetation to remain. Tie a 1-inchblue vinyl tape around each tree trunk at 54 inches above the ground.
B. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations.
C. Tree-Protection Zones: Mulch areas inside tree-protection zones and other areas indicated. Do not exceed indicated thickness of mulch.
1. Apply 3-inchuniform thickness of organic mulch unless otherwise indicated. Do not place mulch within 6 inches of tree trunks.
2. Install temporary root protection matting over mulch to the extent indicated.
D. Trunk Protection: Protect the trunk of each tree to remain as follows:
1. Install 2-by-4-inch wood planks around trunk at maximum 3 inches apart. Minimum three planks per tree. Band together with no less than three steel bands stapled to the planks to hold them securely in place. Wrap orange plastic construction fencing to a minimum of three layers outside slats. Fasten wrap with wire. a. Height: 12 inches from lowest branch.
2. Wrap trunk with orange plastic construction fencing to 2 inches in thickness. Install 2-by4-inch wood planks around trunk over wrap at maximum 3 inches apart. Minimum three planks per tree. Band together with no less than three steel bands stapled to the planks to hold them securely in place.
a. Height: 12 inches from lowest branch.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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b. Trunk protection to remain in place no longer than 12 months. If construction exceeds timeframe indicated, inspect trunk protection at 6-month intervals and loosen if necessary.
3.3 PROTECTION ZONES
A. Protection-Zone Fencing: Install protection-zone fencing along edges of protection zones before materials or equipment are brought on the site and construction operations begin in a manner that will prevent people from easily entering protected areas except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives, or other vehicular circulation.
B. Protection-Zone Signage: Install protection-zone signage in visibly prominent locations in a manner approved by County. Install one sign spaced approximately every 35 feet on protectionzone fencing, but no fewer than 2 signs with each facing a different direction.
C. Maintain protection zones free of weeds and trash.
D. Maintain protection-zone fencing and signage in good condition as acceptable to Landscape Architect and remove when construction operations are complete and equipment has been removed from the site.
1. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone.
2. Temporary access is permitted subject to preapproval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist. Maintain root buffer so long as access is permitted.
3.4 EXCAVATION
A. General: Excavate at edge of protection zones and for trenches indicated within protection zones according to requirements in Section 312000 "Earth Moving" unless otherwise indicated.
B. Trenching within Protection Zones: Where utility trenches are required within protection zones, excavate under or around tree roots by hand or with air spade, or tunnel under the roots by drilling, auger boring, or pipe jacking. Do not cut main lateral tree roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots as required for root pruning. If excavating by hand, use narrow-tine spading forks to comb soil and expose roots.
1. Digging done by hand shall conform to the following:
a. Mechanical digging tools shall have flat edges and be no wider than 4”. b. Mechanical tools shall be primarily used for loosening of soil and not removal. c. A water or air spade may also be used to excavate trenches with tree protection zone.
d. Vacuum excavation shall be utilized to remove soil from trenches. e. Excavated soil shall be deposited outside of the tree protection zones.
C. Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches back from new construction and as required for root pruning.
D. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil.
E. Backfill: Backfill of trenches within the tree protection zone shall be performed such that:
1. Root zones are free from large air cavities.
2. Soil is moist at all strata levels of trench during backfill operations.
3. Trench is not compacted greater than original conditions.
3.5 ROOT PRUNING
A. Prune tree roots that are affected by temporary and permanent construction. Prune roots as follows:
1. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments; do not break, tear, chop, or slant the cuts. Do not use a backhoe or other equipment that rips, tears, or pulls roots.
2. Cut Ends: Coat cut ends of roots more than 1-1/2 inches in diameter with an emulsified asphalt or other coating formulated for use on damaged plant tissues and that is acceptable to arborist.
3. Temporarily support and protect roots from damage until they are permanently redirected and covered with soil.
4. Cover exposed roots with burlap and water regularly.
5. Backfill as soon as possible according to requirements in Section 312000 "Earth Moving."
B. Root Pruning within Protection Zone: Clear and excavate by hand or with air spade to the depth of the required excavation to minimize damage to tree root systems. If excavating by hand, use narrow-tine spading forks to comb soil to expose roots. Cleanly cut roots as close to excavation as possible.
3.6 CROWN PRUNING
A. Prune branches that are affected by temporary and permanent construction. Prune branches as directed by arborist.
1. Prune to remove only injured, broken, dying, or dead branches unless otherwise indicated. Do not prune for shape unless otherwise indicated.
2. Do not remove or reduce living branches to compensate for root loss caused by damaging or cutting root system.
3. Pruning Standards: Prune trees according to ANSI A300 (Part 1). a. Type of Pruning: Cleaning where indicated.
b. Specialty Pruning: Structural where indicated.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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B. Unless otherwise directed by arborist and acceptable to County, do not cut tree leaders.
C. Cut branches with sharp pruning instruments; do not break or chop.
D. Do not paint or apply sealants to wounds.
E. Provide subsequent maintenance pruning during Contract period as recommended by arborist.
F. Chip removed branches and dispose of off-site.
3.7 REGRADING
A. Lowering Grade: Where new finish grade is indicated below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone.
B. Lowering Grade within Protection Zone: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist unless otherwise indicated.
1. Root Pruning: Prune tree roots exposed by lowering the grade. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots as required for root pruning.
C. Raising Grade: Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone.
D. Minor Fill within Protection Zone: Where existing grade is six inches or less below elevation of finish grade, fill with backfill soil. Place backfill soil in a single uncompacted layer and hand grade to required finish elevations.
3.8 FIELD QUALITY CONTROL
A. Inspections: Engage a qualified arborist to direct plant-protection measures in the vicinity of trees, shrubs, and other vegetation indicated to remain and to prepare inspection reports.
3.9 REPAIR AND REPLACEMENT
A. General: Repair or replace trees, shrubs, and other vegetation indicated to remain or to be relocated that are damaged by construction operations, in a manner approved by County.
1. Submit details of proposed pruning and repairs.
2. Perform repairs of damaged trunks, branches, and roots within 24 hours according to arborist's written instructions.
B. Soil Aeration: Where directed by County, aerate surface soil compacted during construction.
Aerate 10 feet beyond drip line and no closer than 36 inches to tree trunk.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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3.10 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove excess excavated material, displaced trees, trash, and debris and legally dispose of them off County's property.
3.11 COMPENSATION
A. Full compensation for tree protection measures and arborist fees as set forth in these specifications to be included within the contract price.
END OF SECTION 015639
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 017700 - 1 City of Madera
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Restoration Project
SECTION 017700 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for Contract closeout, including, but not limited to, the following:
1. Substantial Completion procedures.
2. Final completion procedures.
3. Warranties.
4. Final cleaning.
5. Repair of the Work.
B. Related Requirements:
1. Section 013233 "Photographic Documentation" for submitting Final Completion construction photographic documentation.
2. Section 017839 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.
1.3 DEFINITIONS
A. List of Incomplete Items: Contractor-prepared list of items to be completed or corrected, prepared for the Landscape Architect's use prior to Landscape Architect's inspection, to determine if the Work is substantially complete.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of cleaning agent.
B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.
C. Certified List of Incomplete Items: Final submittal at Final Completion.
1.5 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.
B. Certificate of Insurance: For continuing coverage.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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C. Field Report: For pest-control inspection.
1.6 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items required by other Sections.
1.7 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's "punch list"), indicating the value of each item on the list and reasons why the Work is incomplete.
B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.
1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction, permitting City unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.
2. Submit closeout submittals specified in other Division 01 Sections, including Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.
3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.
4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by City.
Label with manufacturer's name and model number.
a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain City's signature for receipt of submittals.
5. Submit testing, adjusting, and balancing records.
6. Submit sustainable design submittals not previously submitted.
7. Submit changeover information related to City's occupancy, use, operation, and maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.
1. Advise City of pending insurance changeover requirements.
2. Make final changeover of permanent locks and deliver keys to City. Advise City's personnel of changeover in security provisions.
3. Complete startup and testing of systems and equipment.
4. Perform preventive maintenance on equipment used prior to Substantial Completion.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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5. Instruct City's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training."
6. Advise City of changeover in utility services.
7. Participate with City in conducting inspection and walkthrough with local emergency responders.
8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.
9. Complete final cleaning requirements.
10. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.
D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Landscape Architect and City will either proceed with inspection or notify Contractor of unfulfilled requirements. Landscape Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Landscape Architect, that must be completed or corrected before certificate will be issued.
1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final Completion.
1.8 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining Final Completion, complete the following:
1. Submit a final Application for Payment according to General Provisions.
2. Certified List of Incomplete Items: Submit certified copy of Landscape Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Landscape Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.
3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.
4. Submit pest-control final inspection report.
5. Submit Final Completion photographic documentation.
B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Landscape Architect and City will either proceed with inspection or notify Contractor of unfulfilled requirements. Landscape Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.
1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1.9 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.
1. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of City.
d. Name of Landscape Architect.
e. Name of Contractor.
f. Page number.
2. Submit list of incomplete items in the following format:
a. PDF Electronic File: Landscape Architect, through City, will return annotated file.
1.10 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Landscape Architect for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit City's rights under warranty.
B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by City during construction period by separate agreement with Contractor.
C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.
D. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.
1. Submit on digital media acceptable to City.
E. Warranties in Paper Form:
1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.
2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.
3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.
F. Provide additional copies of each warranty to include in operation and maintenance manuals.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 017700 - 5 City of Madera
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PART 2 - PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.
1. Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.
PART 3 - EXECUTION
3.1 FINAL CLEANING
A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:
a. Clean Project site of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Rake grounds that are not planted, mulched, or paved to a smooth, even-textured surface.
d. Remove tools, construction equipment, machinery, and surplus material from Project site.
e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.
f. Sweep concrete floors broom clean in unoccupied areas. g. Remove labels that are not permanent.
h. Wipe surfaces of site furnishings and play equipment and similar equipment.
Remove excess lubrication, paint and mortar droppings, and other foreign substances.
i. Leave Project clean and ready for occupancy.
C. Pest Control: Comply with pest control requirements in Section 015000 "Temporary Facilities and Controls." Prepare written report.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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D. Construction Waste Disposal: Comply with waste-disposal requirements in Section 015000 "Temporary Facilities and Controls."
3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations required by Section 017300 "Execution" before requesting inspection for determination of Substantial Completion.
B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired.
Restore damaged construction and permanent facilities used during construction to specified condition.
1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.
2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces.
Replace finishes and surfaces that that already show evidence of repair or restoration. a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification.
3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity.
END OF SECTION 017700
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 017839 - 1 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
SECTION 017839 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for Project Record Documents, including the following:
1. Record Drawings.
2. Record specifications.
3. Record Product Data.
4. Miscellaneous record submittals.
B. Related Requirements:
1. Section 017700 "Closeout Procedures" for general closeout procedures.
1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:
1. Number of Copies: Submit one set(s) of marked-up record prints.
2. Number of Copies: Submit copies of Record Drawings as follows:
a. Initial Submittal:
1) Submit one paper-copy set(s) of marked-up record prints. 2) Submit PDF electronic files of scanned record prints. 3) Submit Record Digital Data Files and one set(s) of plots. 4) Landscape Architect will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable. b. Final Submittal:
1) Submit one paper-copy set(s) of marked-up record prints. 2) Submit record digital data files and one set(s) of record digital data file plots.
3) Plot each drawing, whether or not changes and additional information were recorded.
B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and Contract modifications.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.
1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual.
D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous recordkeeping requirements and submittals in connection with various construction activities. Submit annotated PDF electronic files and directories of each submittal.
E. Reports: Submit written report indicating items incorporated into Project Record Documents concurrent with progress of the Work, including revisions, concealed conditions, field changes, product selections, and other notations incorporated.
1.4 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.
1. Preparation: Mark record prints to show the actual installation, where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.
2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive. k. Changes made following Landscape Architect's written orders. l. Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically.
3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.
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4. Mark record prints with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.
5. Mark important additional information that was either shown schematically or omitted from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.
B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked-up record prints with Landscape Architect and City. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:
1. Format: Same digital data software program, version, and operating system as for the original Contract Drawings.
2. Format: DWG, Microsoft Windows operating system.
3. Format: Annotated PDF electronic file with comment function enabled.
4. Incorporate changes and additional information previously marked on record prints.
Delete, redraw, and add details and notations where applicable.
5. Refer instances of uncertainty to Landscape Architect through City for resolution.
6. Landscape Architect will furnish Contractor with one set of digital data files of the Contract Drawings for use in recording information.
a. See Section 013100 "Project Management and Coordination" for requirements related to use of Landscape Architect's digital data files.
C. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.
1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.
2. Format: Annotated PDF electronic file with comment function enabled.
3. Record Digital Data Files: Organize digital data information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file.
4. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of City.
e. Name of Landscape Architect.
f. Name of Contractor.
1.5 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation, where installation varies from that indicated in Specifications, addenda, and Contract modifications.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
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2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.
4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data.
5. Note related Change Orders, Record Product Data, and Record Drawings where applicable.
B. Format: Submit record specifications as annotated PDF electronic file.
1.6 RECORD PRODUCT DATA
A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and revisions to Project Record Documents as they occur; do not wait until end of Project.
B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.
3. Note related Change Orders, Record Specifications, and Record Drawings where applicable.
C. Format: Submit Record Product Data as annotated PDF electronic file.
1. Include Record Product Data directory organized by Specification Section number and title, electronically linked to each item of Record Product Data.
1.7 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.
B. Format: Submit miscellaneous record submittals as PDF electronic file.
1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.
1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store Record Documents in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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condition, protected from deterioration and loss. Provide access to Project Record Documents for Landscape Architect's and City’s reference during normal working hours.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 017839
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 024119 - 1 City of Madera
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SECTION 024119 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. The Work of this Section Includes:
1. Demolition and removal of selected site elements.
B. Related Requirements:
1. See City of Madera Standard Specification Section 10 Clearing and Grubbing, see City website below:
https://www.madera.gov/home/departments/engineering/standard-drawings/
2. Section 015639 "Temporary Tree and Plant Protection" for temporary protection of existing trees and plants that are affected by selective demolition.
3. Section 311000 "Site Clearing" for site clearing and removal of above- and below-grade improvements not part of selective demolition.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of off-site unless indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to City as indicated.
C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage; prepare for reuse; and reinstall where indicated.
D. Existing to Remain: Existing items of construction that are not to be removed.
1.3 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to City that may be uncovered during demolition remain the property of City.
1. Carefully salvage in a manner to prevent damage and promptly return to City.
1.4 COORDINATION
A. Arrange selective demolition schedule so as not to interfere with City's operations.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1.5 PREINSTALLATION MEETINGS
A. Predemolition Conference: Conduct conference at Project site.
1. Inspect and discuss condition of construction to be selectively demolished.
2. Review structural load limitations of existing structure.
3. Review and finalize selective demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.
4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.
5. Review areas where existing construction is to remain and requires protection.
6. Review and finalize protection requirements.
7. Review procedures for noise control and dust control.
8. Review storage, protection, and accounting for items to be removed for salvage or reinstallation.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Statements: For refrigerant recovery technician.
B. Engineering Survey: Submit engineering survey of condition of building.
C. Survey of Existing Conditions: Submit survey.
D. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers.
E. Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure City's on-site operations are uninterrupted.
2. Temporary interruption of utility services. Indicate how long utility services will be interrupted.
3. Coordination for shutoff, capping, and continuation of utility services.
4. Use of elevator and stairs.
5. Coordination of City's continuing occupancy of portions of existing building and of City's partial occupancy of completed Work.
F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed in accordance with EPA regulations. Include name and address of technician and date refrigerant was recovered.
G. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition.
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1.7 CLOSEOUT SUBMITTALS
A. Inventory: Submit a list of items that have been removed and salvaged.
1.8 FIELD CONDITIONS
A. Conditions existing at time of inspection for bidding purpose will be maintained by City as far as practical.
1. Before selective demolition, City will remove items intended for re-use.
B. Notify City of discrepancies between existing conditions and Drawings before proceeding with selective demolition.
C. On-site sale of removed items or materials is not permitted.
1.9 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. Notify warrantor before proceeding.
B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition operations.
B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by City. City does not guarantee that existing conditions are same as those indicated in Project Record Documents.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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C. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.
1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.
D. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning.
E. Verify that hazardous materials have been remediated before proceeding with building demolition operations.
F. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video. Comply with Section 013233 "Photographic Documentation."
1. Inventory and record the condition of items to be removed for salvage or reinstallation.
Photograph or video conditions that might be misconstrued as damage caused by removal.
2. Photograph or video existing conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition operations or removal of items for salvage or reinstallation.
3.2 PREPARATION
A. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.
1. Strengthen or add new supports when required during progress of selective demolition.
B. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.
2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.
3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.
4. Cover and protect furniture, furnishings, and equipment that have not been removed.
5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls." C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by City, items may be removed to a suitable, protected storage location and reinstalled in their original locations after selective demolition operations are complete.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 024119 - 5 City of Madera
Lions Town and Country Regional Park Trail
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D. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment in accordance with 40 CFR 82 and regulations of authorities having jurisdiction.
3.3 UTILITY SERVICES AND BUILDING SYSTEMS
A. Existing Services/Systems to Remain: Maintain utilities and building systems and equipment to remain and protect against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utilities and building systems serving areas to be selectively demolished.
1. City will arrange to shut off indicated utilities when requested by Contractor.
2. Arrange to shut off utilities with utility companies.
3. If disconnection of utilities and building systems will affect adjacent occupied parts of the building, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to those parts of the building.
4. Demolish and remove existing building systems, equipment, and components indicated on Drawings to be removed.
a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. b. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material. c. Equipment to Be Removed: Disconnect and cap services and remove equipment and components.
5. Abandon existing building systems, equipment, and components indicated on Drawings to be abandoned in place.
a. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.
b. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.
6. Remove and reinstall/salvage existing building systems, equipment, and components indicated on drawings to be removed and reinstalled or removed and salvaged:
a. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment and components; when appropriate, reinstall, reconnect, and make equipment operational.
b. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and components and deliver to City.
3.4 SALVAGE/REINSTALL
A. Removed and Salvaged Items:
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 024119 - 6 City of Madera
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1. Clean salvaged items.
2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed.
3. Store items in a secure area until delivery to City.
4. Transport items to City's storage area designated by City.
5. Protect items from damage during transport and storage.
B. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Pack or crate items after cleaning and repairing. Identify contents of containers.
3. Protect items from damage during transport and storage.
4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.
3.5 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:
1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.
5. Maintain adequate ventilation when using cutting torches.
6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.
7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.
8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from City and authorities having jurisdiction. Provide IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 024119 - 7 City of Madera
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alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.
2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.
C. Work in Historic Areas: Selective demolition may be performed only in areas of Project that are not designated as historic. In historic spaces, areas, and rooms, or on historic surfaces, the terms "demolish" or "remove" to mean historic "removal" or "dismantling" as specified in Section 024296 "Historic Removal and Dismantling."
3.6 REMOVAL AND DISPOSAL OF DEMOLISHED MATERIALS
A. Reference City of Madera Standard Specifications Section 10 Clearing and Grubbing.
3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.
3.8 SELECTIVE DEMOLITION SCHEDULE
A. Remove: As indicated on Drawings.
B. Remove and Salvage: As indicated on Drawings.
C. Remove and Reinstall: As indicated on Drawings.
D. Existing to Remain: As indicated on Drawings.
END OF SECTION 024119
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 311000 - 1 City of Madera
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Restoration Project
SECTION 311000 - SITE CLEARING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Protecting existing vegetation to remain.
2. Clearing and grubbing.
3. Stripping and stockpiling topsoil.
4. Stripping and stockpiling rock.
5. Removing above- and below-grade site improvements.
6. Temporary erosion and sedimentation control.
B. Related Requirements:
1. See City of Madera Standard Specification Section 10 Clearing and Grubbing, see City website below:
https://www.madera.gov/home/departments/engineering/standard-drawings/
2. Section 015000 "Temporary Facilities and Controls" for temporary erosion- and sedimentation-control measures.
1.3 DEFINITIONS
A. Subsoil: Soil beneath the level of subgrade; soil beneath the topsoil layers of a naturally occurring soil profile, typified by less than 1 percent organic matter and few soil organisms.
B. Surface Soil: Soil that is present at the top layer of the existing soil profile. In undisturbed areas, surface soil is typically called "topsoil," but in disturbed areas such as urban environments, the surface soil can be subsoil.
C. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing inplace surface soil; the zone where plant roots grow.
D. Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing inplace surface soil; the zone where plant roots grow. Its appearance is generally friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects larger than 2 inches in diameter; and free of weeds, roots, toxic materials, or other non-soil materials.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 311000 - 2 City of Madera
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E. Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings.
F. Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction and indicated on Drawings.
G. Vegetation: Trees, shrubs, groundcovers, grass, and other plants.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.5 MATERIAL OWNERSHIP
A. Except for materials indicated to be stockpiled or otherwise remain City’s property, cleared materials shall become Contractor's property and shall be removed from Project site.
1.6 INFORMATIONAL SUBMITTALS
A. Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and site improvements that establishes preconstruction conditions that might be misconstrued as damage caused by site clearing.
1. Use sufficiently detailed photographs or video recordings.
2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plant designated to remain.
B. Topsoil stripping and stockpiling program.
C. Record Drawings: Identifying and accurately showing locations of capped utilities and other subsurface structural, electrical, and mechanical conditions.
D. Burning: Documentation of compliance with burning requirements and permitting of authorities having jurisdiction. Identify location(s) and conditions under which burning will be performed.
1.7 QUALITY ASSURANCE
A. Topsoil Stripping and Stockpiling Program: Prepare a written program to systematically demonstrate the ability of personnel to properly follow procedures and handle materials and equipment during the Work. Include dimensioned diagrams for placement and protection of stockpiles.
1.8 PRESERVATION OF PROPERTY.
A. Reference City of Madera Standard Specifications Section 10 Clearing and Grubbing.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 311000 - 3 City of Madera
Lion Town and Country Regional Park Trail
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1.9 FIELD CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.
1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from City and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed trafficways if required by City or authorities having jurisdiction.
B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on City's premises as directed by City.
C. Utility Locator Service: Notify 811 USA North for area where Project is located before site clearing.
D. Do not commence site clearing operations until temporary erosion- and sedimentationcontrol and plant-protection measures are in place.
E. Tree- and Plant-Protection Zones: Protect according to requirements in Section 015639 "Temporary Tree and Plant Protection."
F. Soil Stripping, Handling, and Stockpiling: Perform only when the soil is dry or slightly moist.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 312000 "Earth Moving."
1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site.
B. Antirust Coating: Fast-curing, lead- and chromate-free, self-curing, universal modified-alkyd primer complying with SSPC-Paint 20 or SSPC-Paint 29 zinc-rich coating.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during construction.
B. Verify that trees, shrubs, and other vegetation to remain or to be relocated have been flagged and that protection zones have been identified and enclosed according to requirements in Section 015639 "Temporary Tree and Plant Protection."
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 311000 - 4 City of Madera
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C. Protect existing site improvements to remain from damage during construction.
1. Restore damaged improvements to their original condition, as acceptable to City.
3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL
A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation-control Drawings and requirements of authorities having jurisdiction.
B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.
C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established.
D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.
3.3 TREE AND PLANT PROTECTION
A. Protect trees and plants remaining on-site according to requirements in Section 015639 "Temporary Tree and Plant Protection."
B. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations according to requirements in Section 015639 "Temporary Tree and Plant Protection."
3.4 CLEARING AND GRUBBING
A. Reference City of Madera Standard Specifications Section 10 Clearing and Grubbing.
3.5 TOPSOIL STRIPPING
A. Remove sod and grass before stripping topsoil.
B. Strip topsoil to depth in a manner to prevent intermingling with underlying subsoil or other waste materials.
1. Remove subsoil and non-soil materials from topsoil, including clay lumps, gravel, and other objects larger than 2 inches in diameter; trash, debris, weeds, roots, and other waste materials.
C. Stockpile topsoil away from edge of excavations without intermixing with subsoil or other materials. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 311000 - 5 City of Madera
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1. Limit height of topsoil stockpiles to 72 inches.
2. Do not stockpile topsoil within protection zones.
3. Dispose of surplus topsoil. Surplus topsoil is that which exceeds quantity indicated to be stockpiled or reused.
4. Stockpile surplus topsoil to allow for respreading deeper topsoil.
3.6 SITE IMPROVEMENTS
A. Remove existing above- and below-grade improvements as indicated and necessary to facilitate new construction.
B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated.
1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along line of existing pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically.
2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating, following coating manufacturer's written instructions. Keep paint off surfaces that will remain exposed.
3.7 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off City’s property.
B. Separate recyclable materials produced during site clearing from other nonrecyclable materials.
Store or stockpile without intermixing with other materials, and transport them to recycling facilities. Do not interfere with other Project work.
END OF SECTION 311000
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 1 City of Madera
Lions Town and Country Regional Park Trail
Restoration Project
SECTION 312000 - EARTH MOVING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Excavating and filling for rough grading the Site.
2. Preparing subgrades for slabs-on-grade, pavements, turf and grasses, and plants.
3. Drainage course for concrete slabs-on-grade.
4. Subbase course for concrete pavements.
5. Subsurface drainage backfill for trenches.
6. Excavating and backfilling trenches for utilities and pits for buried utility structures.
B. Related Requirements:
1. Section 013200 "Construction Progress Documentation" and Section 013233 "Photographic Documentation" for recording pre-excavation and earth-moving progress.
2. Section 311000 "Site Clearing" for site stripping, grubbing, stripping and stockpiling topsoil, and removal of above- and below-grade improvements and utilities.
3. Section 329200 "Turf and Grasses" for finish grading in turf and grass areas, including preparing and placing planting soil for turf areas.
4. Section 329300 "Plants" for finish grading in planting areas and tree and shrub pit excavation and planting.
1.3 DEFINITIONS
A. Backfill: Soil material or controlled low-strength material used to fill an excavation.
1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe.
2. Final Backfill: Backfill placed over initial backfill to fill a trench.
B. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving.
C. Bedding Course: Aggregate layer placed over the excavated subgrade in a trench before laying pipe.
D. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 2 City of Madera
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E. Drainage Course: Aggregate layer supporting the slab-on-grade that also minimizes upward capillary flow of pore water.
F. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated.
1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by City. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work.
2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by City. Unauthorized excavation, as well as remedial work directed by City, shall be without additional compensation.
G. Fill: Soil materials used to raise existing grades.
H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface.
I. Subbase Course: Aggregate layer placed between the subgrade and base course for hot-mix asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete pavement or a cement concrete or hot-mix asphalt walk.
J. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials.
K. Utilities: On-site underground pipes, conduits, ducts, and cables as well as underground services within buildings.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct pre-excavation conference at Project site.
1. Review methods and procedures related to earthmoving, including, but not limited to, the following:
a. Personnel and equipment needed to make progress and avoid delays. b. Coordination of Work with utility locator service.
c. Coordination of Work and equipment movement with the locations of tree- and plant-protection zones.
d. Extent of trenching by hand or with air spade.
e. Field quality control.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of the following manufactured products required:
1. Controlled low-strength material, including design mixture.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 3 City of Madera
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2. Warning tapes.
B. Samples for Verification: For the following products, in sizes indicated below:
1. Warning Tape: 12 inches long; of each color.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified testing agency.
B. Material Test Reports: For each on-site and borrow soil material proposed for fill and backfill as follows:
1. Classification according to ASTM D2487.
2. Laboratory compaction curve according to ASTM D1557.
C. Pre-excavation Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces that might be misconstrued as damage caused by earth-moving operations. Submit before earth moving begins.
1.7 QUALITY ASSURANCE
A. Geotechnical Testing Agency Qualifications: Qualified according to ASTM E329 and ASTM D3740 for testing indicated.
1.8 FIELD CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during earth-moving operations.
1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from City and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed traffic ways if required by City or authorities having jurisdiction.
B. Improvements on Adjoining Property: Authority for performing earth moving indicated on property adjoining City's property will be obtained by City before award of Contract.
1. Do not proceed with work on adjoining property until directed by City.
C. Utility Locator Service: Notify "Call Before You Dig" for area where Project is located before beginning earth-moving operations.
D. Do not commence earth-moving operations until temporary site fencing and erosion- and sedimentation-control measures specified in Section 015000 "Temporary Facilities and Controls" and Section 311000 "Site Clearing" are in place.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 4 City of Madera
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E. Do not commence earth-moving operations until plant-protection measures specified in Section 015639 "Temporary Tree and Plant Protection" are in place.
F. The following practices are prohibited within protection zones:
1. Storage of construction materials, debris, or excavated material.
2. Parking vehicles or equipment.
3. Foot traffic.
4. Erection of sheds or structures.
5. Impoundment of water.
6. Mechanical or equipment excavation or other digging unless otherwise indicated and approved by City.
7. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.
G. Do not direct vehicle or equipment exhaust towards protection zones.
H. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones.
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations.
B. Satisfactory Soils: Soil Classification Groups GW, GP, GM, SW, SP, and SM according to ASTM D2487, or a combination of these groups; free of rock or gravel larger than 1 inch in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.
1. Liquid Limit: <40.
2. Plasticity Index: <20.
C. Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D2487, or a combination of these groups.
1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction.
D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D2940/D2940M; with at least 90 percent passing a 1- 1/2-inch sieve and not more than 12 percent passing a No. 200 sieve.
E. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D2940/D2940M; with at least 95 percent passing a 1- 1/2-inch sieve and not more than 8 percent passing a No. 200 sieve.
F. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D2940/D2940M; with at least 90 percent passing a 1- 1/2-inch sieve and not more than 12 percent passing a No. 200 sieve.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 5 City of Madera
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G. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D2940/D2940M; except with 100 percent passing a 1-inch sieve and not more than 8 percent passing a No. 200 sieve.
H. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch sieve and zero to 5 percent passing a No. 8 sieve.
I. Filter Material: Narrowly graded mixture of natural or crushed gravel, or crushed stone and natural sand; ASTM D448; coarse-aggregate grading Size 67; with 100 percent passing a 1-inch sieve and zero to 5 percent passing a No. 4 sieve.
J. Sand: ASTM C33/C33M; fine aggregate.
K. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state.
2.2 ACCESSORIES
A. Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility; colored as follows:
1. Red: Electric.
2. Yellow: Gas, oil, steam, and dangerous materials.
3. Orange: Telephone and other communications.
4. Blue: Water systems.
5. Green: Sewer systems.
B. Detectable Warning Tape: Acid- and alkali-resistant, polyethylene film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches deep; colored as follows:
1. Red: Electric.
2. Yellow: Gas, oil, steam, and dangerous materials.
3. Orange: Telephone and other communications.
4. Blue: Water systems.
5. Green: Sewer systems.
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth-moving operations.
B. Protect and maintain erosion and sedimentation controls during earth-moving operations.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 6 City of Madera
Lions Town and Country Regional Park Trail
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C. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials.
3.2 DEWATERING
A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area.
B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation.
1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches.
3.3 EXPLOSIVES
A. Explosives: Do not use explosives.
3.4 EXCAVATION, GENERAL
A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions.
1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials.
B. Classified Excavation: Excavate to subgrade elevations. Material to be excavated will be classified as earth and rock. Do not excavate rock until it has been classified and cross sectioned by City. The Contract Sum will be adjusted for rock excavation according to unit prices included in the Contract Documents. Changes in the Contract Time may be authorized for rock excavation.
1. Earth excavation includes excavating pavements and obstructions visible on surface; underground structures, utilities, and other items indicated to be removed; and soil, boulders, and other materials not classified as rock or unauthorized excavation.
3.5 EXCAVATION FOR STRUCTURES
A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. If applicable, extend excavations a sufficient distance from structures for placing and removing concrete formwork, for installing services and other construction, and for inspections.
1. Excavations for Footings and Foundations: Do not disturb bottom of excavation.
Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 312000 - 7 City of Madera
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2. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility Structures: Excavate to elevations and dimensions indicated within a tolerance of plus or minus 1 inch. Do not disturb bottom of excavations intended as bearing surfaces.
B. Excavations at Edges of Tree- and Plant-Protection Zones:
1. Excavate by hand or with an air spade to indicated lines, cross sections, elevations, and subgrades. If excavating by hand, use narrow-tine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots.
2. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and Plant Protection."
3.6 EXCAVATION FOR WALKS AND PAVEMENTS
A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades.
3.7 EXCAVATION FOR UTILITY TRENCHES
A. Excavate trenches to indicated gradients, lines, depths, and elevations.
1. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line.
B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit unless otherwise indicated.
1. Clearance: As indicated on Drawings.
C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp objects along trench subgrade.
1. For pipes and conduit less than 6 inches in nominal diameter, hand-excavate trench bottoms and support pipe and conduit on an undisturbed subgrade.
2. For pipes and conduit 6 inches or larger in nominal diameter, shape bottom of trench to support bottom 90 degrees of pipe or conduit circumference. Fill depressions with tamped sand backfill.
3. For flat-bottomed, multiple-duct conduit units, hand-excavate trench bottoms and support conduit on an undisturbed subgrade.
4. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding bearing material to allow for bedding course.
D. Trench Bottoms: Excavate trenches 4 inches deeper than bottom of pipe and conduit elevations to allow for bedding course. Hand-excavate deeper for bells of pipe.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding bearing material to allow for bedding course.
E. Trenches in Tree- and Plant-Protection Zones:
1. Hand-excavate to indicated lines, cross sections, elevations, and subgrades. Use narrowtine spading forks to comb soil and expose roots. Do not break, tear, or chop exposed roots. Do not use mechanical equipment that rips, tears, or pulls roots.
2. Do not cut main lateral roots or taproots; cut only smaller roots that interfere with installation of utilities.
3. Cut and protect roots according to requirements in Section 015639 "Temporary Tree and Plant Protection."
3.8 SUBGRADE INSPECTION
A. Notify City when excavations have reached required subgrade.
B. If City determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed.
C. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work.
D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by City, without additional compensation.
3.9 UNAUTHORIZED EXCAVATION
A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi, may be used when approved by City.
1. Fill unauthorized excavations under other construction, pipe, or conduit as directed by City.
3.10 STORAGE OF SOIL MATERIALS
A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.
Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.
1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees.
3.11 BACKFILL
A. Place and compact backfill in excavations promptly, but not before completing the following:
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation.
2. Surveying locations of underground utilities for Record Documents.
3. Testing and inspecting underground utilities.
4. Removing concrete formwork.
5. Removing trash and debris.
6. Removing temporary shoring, bracing, and sheeting.
7. Installing permanent or temporary horizontal bracing on horizontally supported walls.
B. Place backfill on subgrades free of mud, frost, snow, or ice.
3.12 UTILITY TRENCH BACKFILL
A. Place backfill on subgrades free of mud, frost, snow, or ice.
B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits.
C. Trenches under Footings: Backfill trenches excavated under footings and within 12 inches of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings.
Concrete is specified in Section 033000 "Cast-in-Place Concrete." D. Backfill voids with satisfactory soil while removing shoring and bracing.
E. Initial Backfill:
1. Soil Backfill: Place and compact initial backfill of subbase material or satisfactory soil, free of particles larger than 1 inch in any dimension, to a height of 12 inches over the pipe or conduit.
a. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing.
2. Controlled Low-Strength Material: Place initial backfill of controlled low-strength material to a height of 12 inches over the pipe or conduit. Coordinate backfilling with utilities testing.
F. Final Backfill:
1. Soil Backfill: Place and compact final backfill of satisfactory soil to final subgrade elevation.
2. Controlled Low-Strength Material: Place final backfill of controlled low-strength material to final subgrade elevation.
G. Warning Tape: Install warning tape directly above utilities, 12 inches below finished grade, except 6 inches below subgrade under pavements and slabs.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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3.13 SOIL FILL
A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material.
B. Place and compact fill material in layers to required elevations as follows:
1. Under grass and planted areas, use satisfactory soil material.
2. Under walks and pavements, use satisfactory soil material.
3. Under building slabs, use engineered fill.
C. Place soil fill on subgrades free of mud, frost, snow, or ice.
3.14 SOIL MOISTURE CONTROL
A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content.
1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice.
2. Remove and replace, or scarify and air dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight.
3.15 COMPACTION OF SOIL BACKFILLS AND FILLS
A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment and not more than 4 inches in loose depth for material compacted by hand-operated tampers.
B. Place backfill and fill soil materials evenly on all sides of structures to required elevations and uniformly along the full length of each structure.
C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D698:
1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches of existing subgrade and each layer of backfill or fill soil material at 95 percent.
2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 95 percent.
3. Under turf or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 85 percent.
4. For utility trenches, compact each layer of initial and final backfill soil material at 90 percent.
3.16 GRADING
A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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1. Provide a smooth transition between adjacent existing grades and new grades.
2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances.
B. Site Rough Grading: Slope grades to direct water away from buildings and to prevent ponding.
Finish subgrades to elevations required to achieve indicated finish elevations, within the following subgrade tolerances:
1. Turf or Unpaved Areas: Plus or minus 1 inch.
2. Walks: Plus or minus 1 inch.
3. Pavements: Plus or minus 1/2 inch.
C. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested with a 10- foot straightedge.
3.17 SUBBASE AND BASE COURSES UNDER PAVEMENTS AND WALKS A. Place subbase course and base course on subgrades free of mud, frost, snow, or ice.
B. Shape subbase course and base course to required crown elevations and cross-slope grades.
C. Place subbase course and base course 6 inches or less in compacted thickness in a single layer.
D. Compact subbase course and base course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D1557.
3.18 DRAINAGE COURSE UNDER CONCRETE SLABS-ON-GRADE
A. Place drainage course on subgrades free of mud, frost, snow, or ice.
B. On prepared subgrade, place and compact drainage course under cast-in-place concrete slabson-grade as follows:
1. Install subdrainage geotextile on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends.
2. Place drainage course 6 inches or less in compacted thickness in a single layer.
3. Place drainage course that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick.
4. Compact each layer of drainage course to required cross sections and thicknesses to not less than 95 percent of maximum dry unit weight according to ASTM D698.
3.19 FIELD QUALITY CONTROL
A. Special Inspections: City will engage a qualified special inspector to perform the following special inspections:
1. Determine prior to placement of fill that site has been prepared in compliance with requirements.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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2. Determine that fill material classification and maximum lift thickness comply with requirements.
3. Determine, during placement and compaction, that in-place density of compacted fill complies with requirements.
B. Testing Agency: City will engage a qualified geotechnical engineering testing agency to perform tests and inspections.
C. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earth moving only after test results for previously completed work comply with requirements.
D. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by City.
E. Testing agency will test compaction of soils in place according to ASTM D1556, ASTM D2167, ASTM D2937, and ASTM D6938, as applicable. Tests will be performed at the following locations and frequencies:
1. Trench Backfill: At each compacted initial and final backfill layer, at least one test for every 50 feet or less of trench length but no fewer than two tests.
F. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil materials to depth required; recompact and retest until specified compaction is obtained.
3.20 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris.
B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions.
1. Scarify or remove and replace soil material to depth as directed by City; reshape and recompact.
C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing.
1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible.
3.21 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off City's property.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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B. Transport surplus satisfactory soil to designated storage areas on City's property. Stockpile or spread soil as directed by City.
1. Remove waste materials, including unsatisfactory soil, trash, and debris, and legally dispose of them off City's property.
END OF SECTION 312000
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
October 2024 321216 - 1 City of Madera
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SECTION 321216 - ASPHALT PAVING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Hot-mix asphalt paving.
2. Hot-mix asphalt overlay.
3. Aggregate subbases.
4. Aggregate bases.
B. Related Requirements:
1. See City of Madera Standard Specification Section 13 Asphalt Concrete Pavement. For current City of Madera Specifications, see City website below:
https://www.madera.gov/home/departments/engineering/standard-drawings/
2. Section 024119 “Selective Demolition” for demolition and removal of existing asphalt pavement.
3. Section 312000 "Earth Moving" for subgrade preparation, fill material, separation geotextiles, unbound-aggregate subbase and base courses, and aggregate pavement shoulders.
1.3 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review methods and procedures related to hot-mix asphalt paving including, but not limited to, the following:
a. Review proposed sources of paving materials, including capabilities and location of plant that will manufacture hot-mix asphalt.
b. Review requirements for protecting paving work, including restriction of traffic during installation period and for remainder of construction period.
1.4 ACTION SUBMITTALS
A. Product Data: Include technical data and tested physical and performance properties.
1. Herbicide.
2. Paving geotextile.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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3. Joint sealant.
B. Hot-Mix Asphalt Designs:
1. Certification, by authorities having jurisdiction, of approval of each hot-mix asphalt design proposed for the Work.
2. For each hot-mix asphalt design proposed for the Work.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For paving-mix manufacturer and testing agency.
B. Material Certificates:
1. Aggregates.
2. Asphalt binder.
3. Asphalt cement.
4. Cutback prime coat.
5. Emulsified asphalt prime coat.
6. Tack coat.
7. Fog seal.
8. Undersealing asphalt.
C. Field quality-control reports.
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications: A paving-mix manufacturer registered with and approved by authorities having jurisdiction or the DOT of state in which Project is located.
B. Testing Agency Qualifications: Qualified in accordance with ASTM D3666 for testing indicated.
C. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements for asphalt paving work.
1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section.
1.7 FIELD CONDITIONS
A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp, if rain is imminent or expected before time required for adequate cure, or if the following conditions are not met:
1. Prime Coat: Minimum surface temperature of 60 deg F.
2. Tack Coat: Minimum surface temperature of 60 deg F.
3. Slurry Coat: Comply with weather limitations in ASTM D3910.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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4. Asphalt Base Course and Binder Course: Minimum surface temperature of 40 deg F and rising at time of placement.
5. Asphalt Surface Course: Minimum surface temperature of 60 deg F at time of placement.
PART 2 - PRODUCTS
2.1 AGGREGATES SUBBASES, BASES, ASPHALT MATERIALS, AND MIXES A. Reference City of Madera Standard Specifications Section 12 Aggregate Subbase and Aggregate Base and Section 13 Asphalt Concrete Pavement.
2.2 AUXILIARY MATERIALS
A. Joint Sealant: ASTM D6690, Type II or III, hot-applied, single-component, polymer-modified bituminous sealant.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that subgrade is dry and in suitable condition to begin paving.
B. Proceed with paving only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Protection: Provide protective materials, procedures, and worker training to prevent asphalt materials from spilling, coating, or building up on curbs, driveway aprons, manholes, and other surfaces adjacent to the Work.
B. Proof-roll subgrade below pavements with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades.
1. Completely proof-roll subgrade in one direction, repeating proof-rolling in direction perpendicular to first direction. Limit vehicle speed to 3 mph.
2. Proof-roll with a loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons.
3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Landscape Architect, and replace with compacted backfill or fill as directed.
3.3 PATCHING
A. Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into perimeter of IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Recompact existing unbound-aggregate base course to form new subgrade.
B. Portland Cement Concrete Pavement: Break cracked slabs and roll as required to reseat concrete pieces firmly.
1. Undersealing: Pump hot undersealing asphalt under rocking slab until slab is stabilized or, if necessary, crack slab into pieces and roll to reseat pieces firmly.
2. Remove disintegrated or badly cracked pavement. Excavate rectangular or trapezoidal patches, extending into perimeter of adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Recompact existing unbound-aggregate base course to form new subgrade.
C. Tack Coat: Before placing patch material, apply tack coat uniformly to vertical asphalt surfaces abutting the patch. Apply at a rate of 0.05 to 0.15 gal./sq. yd.
1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving.
2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces.
D. Placing Single-Course Patch Material: Fill excavated pavement areas with hot-mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface.
E. Placing Two-Course Patch Material: Partially fill excavated pavements with hot-mix asphalt base course mix and, while still hot, compact. Cover asphalt base course with compacted layer of hot-mix asphalt surface course, finished flush with adjacent surfaces.
3.4 REPAIRS
A. Leveling Course: Install and compact leveling course consisting of hot-mix asphalt surface course to level sags and fill depressions deeper than 1 inch in existing pavements.
1. Install leveling wedges in compacted lifts not exceeding 3 inches thick.
B. Crack and Joint Filling: Remove existing joint filler material from cracks or joints to a depth of 1/4 inch.
1. Clean cracks and joints in existing hot-mix asphalt pavement.
2. Use emulsified-asphalt slurry to seal cracks and joints less than 1/4 inch wide. Fill flush with surface of existing pavement and remove excess.
3. Use hot-applied joint sealant to seal cracks and joints more than 1/4 inch wide. Fill flush with surface of existing pavement and remove excess.
3.5 SURFACE PREPARATION
A. Ensure that prepared subgrade has been proof-rolled and is ready to receive paving.
Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering
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B. Herbicide Treatment: Apply herbicide in accordance with manufacturer's recommended rates and written application instructions. Apply to dry, prepared subgrade or surface of compactedaggregate base before applying paving materials.
1. Mix herbicide with prime coat if formulated by manufacturer for that purpose.
C. Cutback Prime Coat: Apply uniformly over surface of compacted unbound-aggregate base course at a rate of 0.15 to 0.50 gal./sq. yd. Apply enough material to penetrate and seal, but not flood, surface. Allow prime coat to cure.
1. If prime coat is not entirely absorbed within 24 hours after application, spread sand over surface to blot excess asphalt. Use enough sand to prevent pickup under traffic. Remove loose sand by sweeping before pavement is placed and after volatiles have evaporated.
2. Protect primed substrate from damage until ready to receive paving.
D. Emulsified Asphalt Prime Coat: Apply uniformly over surface of compacted unbound-aggregate base course at a rate of 0.10 to 0.30 gal./sq. yd. per inch depth. Apply enough material to penetrate and seal, but not flood, surface. Allow prime coat to cure.
1. If prime coat is not entirely absorbed within 24 hours after application, spread sand over surface to blot excess asphalt. Use enough sand to prevent pickup under traffic. Remove loose sand by sweeping before pavement is placed and after volatiles have evaporated.
2. Protect primed substrate from damage until ready to receive paving.
E. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 gal./sq. yd.
1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving.
2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces.
3.6 HOT-MIX ASPHALT PLACEMENT
A. Machine place hot-mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand in areas inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and thickness when compacted.
1. Place hot-mix asphalt base course and binder course in number of lifts and thicknesses indicated.
2. Place hot-mix asphalt surface course in single lift.
3. Spread mix at a minimum temperature of 250 deg F.
4. Begin applying mix along centerline of crown for crowned sections and on high side of one-way slopes unless otherwise indicated.
5. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt-paving mat.
B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required.
IFB 202425-23 Lions Town & Country Park Trail Improvements Attachment A, Technical Specifications by O'Dell Engineering