Corona City Council
May 6, 2026

3 Instrument No. 2020-0296754; the map entitled Annexation Map No. 17 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on June 25, 2020 in Book 85 of Maps of Assessment and Community Facilities Districts, at page 39, and as Instrument No. 2020- 0274667; the map entitled Annexation Map No. 19 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on September 23, 2020 in Book 85 of Maps of Assessment and Community Facilities Districts, at page 61, and as Instrument No. 2020-0451769; the map entitled Annexation Map No. 20 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on September 23, 2020 in Book 85 of Maps of Assessment and Community Facilities Districts, at page 62, and as Instrument No. 2020-0451770; the map entitled Annexation Map No. 21 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on November 12, 2020 in Book 85 of Maps of Assessment and Community Facilities Districts, at page 93, and as Instrument No. 2020-0562417; the map entitled Annexation Map No. 22 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on November 12, 2020 in Book 85 of Maps of Assessment and Community Facilities Districts, at page 94, and as Instrument No. 2020-0562418; the map entitled Annexation Map No. 23 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on April 7, 2021 in Book 86 of Maps of Assessment and Community Facilities Districts, at page 62, and as Instrument No. 2021-0246658; the map entitled Annexation Map No. 24 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on March 24, 2021 in Book 86 of Maps of Assessment and Community Facilities Districts, at page 50, and as Instrument No. 2021-0186140; the map entitled Annexation Map No. 25 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on April 28, 2021 in Book 86 of Maps of Assessment and Community Facilities Districts, at page 94, and as Instrument No. 2021-0264410; the map entitled Annexation Map No. 26 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on November 4, 2021 in Book 87 of Maps of Assessment and Community Facilities Districts, at page 87, and as Instrument No. 2021-0668966; the map entitled Annexation Map No. 27 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on July 28, 2021 in Book 87 of Maps of Assessment and Community Facilities Districts, at page 32, and as Instrument No. 2021- 0450034; the map entitled Annexation Map No. 28 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on September 22, 2021 in Book 87 of Maps of Assessment and Community Facilities Districts, at page 68, and as Instrument No. 2021-2021-0565136; the map entitled Annexation Map No. 29 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on August 5, 2021 in Book 87 of Maps of Assessment and Community Facilities Districts, at page 43, and as Instrument No. 2021-0469342; the map entitled Annexation Map No. 30 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on September 8, 2021 in Book 87 of Maps of Assessment and Community Facilities Districts, at page 59, and as Instrument No. 2021-0535299; the map entitled Annexation Map No. 31 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on November 10, 2021 in Book 87 of Maps of Assessment and Community Facilities Districts, at page 86, and as Instrument No. 2021-0668965; the map entitled Annexation Map No. 32 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on March 3, 2022 in Book 88 of Maps of Assessment and Community Facilities Districts, at page 41, and as Instrument No. 2022- 0106476; the map entitled Annexation Map No. 33 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on May 5, 2022 in Book 88 of Maps of Assessment and Community Facilities Districts, at page 86, and as Instrument No. 2022-0211816 in the official

4 records of the County of Riverside; the map entitled Annexation Map No. 34 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on February 2, 2023 in Book 90 of Maps of Assessment and Community Facilities Districts, at page 51, and as Instrument No. 2023-0032152 in the official records of the County of Riverside; the map entitled Annexation Map No. 35 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on June 28, 2023 in Book 91 of Maps of Assessment and Community Facilities Districts, at page 52, and as Instrument No. 2023-0185724 in the official records of the County of Riverside; the map entitled Annexation Map No. 36 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on September 22, 2023 in Book 91 of Maps of Assessment and Community Facilities Districts, at page 97, and as Instrument No. 2023-0281617 in the official records of the County of Riverside; the map entitled Annexation Map No. 38 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on May 8, 2024 in Book 93 of Maps of Assessment and Community Facilities Districts, at page 7, and as Instrument No. 2024-0133590 in the official records of the County of Riverside; the map entitled Annexation Map No. 39 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on August 27, 2024 in Book 93 of Maps of Assessment and Community Facilities Districts, at page 100, and as Instrument No. 2024-0257967 in the official records of the County of Riverside; the map entitled Annexation Map No. 40 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on November 26, 2024 in Book 94 of Maps of Assessment and Community Facilities Districts, at page 76, and as Instrument No. 2024-0363437 in the official records of the County of Riverside; the map entitled Annexation Map No. 41 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on November 26, 2024 in Book 94 of Maps of Assessment and Community Facilities Districts, at page 77, and as Instrument No. 2024-0363437 in the official records of the County of Riverside; the map entitled Annexation Map No. 42 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on August 8, 2025 in Book 96 of Maps of Assessment and Community Facilities Districts, at page 87, and as Instrument No. 2025- 0244488 in the official records of the County of Riverside; the map entitled Annexation Map No. 44 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on September 9, 2025 in Book 97 of Maps of Assessment and Community Facilities Districts, at page 19, and as Instrument No. 2025-0275969; the map entitled Annexation Map No. 45 of Community Facilities District No. 2016-3 (Maintenance Services) recorded on January 29, 2026 in Book 98 of Maps of Assessment and Community Facilities Districts, at page 86, and as Instrument No. 2026-0028750 in the official records of the County of Riverside. The territory proposed to be annexed to the Community Facilities District is described in Exhibit "A" attached hereto and by this reference made a part hereof. Such territory is also shown and described on the map thereof entitled "Annexation Map No. 46, Community Facilities District No. 2016-3 (Maintenance Services) City of Corona, County of Riverside, State of California," which is on file with the City Clerk (the "Annexation Map").

SECTION 4. Types of Services, Incidental Expenses; Plan for Providing Services. The Community Facilities District shall provide and finance the annual costs of maintaining, servicing, cleaning, repairing and/or replacing landscaped areas (may include reserves for replacement) in public street right-of-way, public landscaping, public open spaces and other similar landscaped areas officially dedicated for public use, including, but not limited to, maintenance and lighting of parks, parkways, streets, roads and open space, maintenance and

5 operation of water quality improvements and storm drainage systems, and public street sweeping, within and in the area of the Community Facilities District. The Community Facilities District shall also finance cost associated with the determination of the amount of and the levy and collection of special taxes which are levied to provide such services and costs otherwise incurred in order to carry out the authorized purposes of the Community Facilities District.

SECTION 5. Special Taxes. Except where funds are otherwise available, special taxes sufficient to pay the costs of the services described in Section 4 above and the annual administrative expenses of the City and the Community Facilities District in determining, apportioning, levying and collecting such special taxes, shall be annually levied within the territory proposed to be annexed to the Community Facilities District. Pursuant to Section 53340 of the California Government Code, the special taxes shall be collected in the same manner as ordinary ad valorem property taxes are collected and shall be subject to the same penalties and the same procedure, sale, and lien priority in case of delinquency as is provided for ad valorem taxes.

However, under no circumstances shall the special tax levied against any parcel subject to the levy of the special tax be increased as a consequence of delinquency or default by the owner of any other parcel or parcels within the Community Facilities District by more than ten (10) percent.

The rates and method of apportionment of said special taxes shall be as set forth in Exhibit "B" attached hereto and by this reference made a part hereof. The rate of special tax to be levied on property within the territory proposed to be annexed to the Community Facilities District in any fiscal year to pay the cost of the services described in Section 4 above shall be equal to the rate of special tax which will be levied on all other property within the Community Facilities District to pay the cost of such services in such fiscal year.

SECTION 6. Adoption of Annexation Map. Pursuant to Section 3110.5 of the Streets and Highways Code, the City Council adopts the Annexation Map as the map of the areas proposed to be annexed to the Community Facilities District. Pursuant to Section 3111 of said Code, the City Clerk shall file the original of the Annexation Map in her office and shall file a copy of the Annexation Map with the County Recorder of the County of Riverside no later than 15 days prior to the date of the hearing specified in Section 7 hereof.

SECTION 7. Hearing. A public hearing on the proposed annexation of said territory to the Community Facilities District shall be held at 6:00 p.m. on June 17, 2026, in the Council Chambers of the City Council, 400 South Vicentia, Corona, California.

SECTION 8. Notice. The City Clerk shall publish a notice of the time and place of said hearing as required by Section 53322 of the California Government Code, and shall also give notice of the hearing by first class mail to each registered voter and landowner within the territory proposed to be annexed to the Community Facilities District as prescribed by Section 53339.4 of said Code. Said notice shall be published at least ten (10) days and mailed at least fifteen (15) days before the date of the hearing and shall contain the information required by said Section 53339.4.

SECTION 9. Description of Voting Procedures. The voting procedures to be followed in conducting the election on the proposition with respect to the levy of special taxes

6 within the territory proposed to be annexed to the Community Facilities District to shall be as follows:
(a) If at the time of the close of the public or protest hearing (hereinafter referred to as the ''protest hearing") at least 12 persons are registered to vote within the territory proposed to be annexed to the Community Facilities District, the election shall be conducted by the City Clerk, and shall be held on a date selected by the City Council in conformance with the provisions of Section 53326 of the California Government Code ("Section 53326") and pursuant to the applicable provisions of law regulating elections of the City, insofar as they may be applicable, and pursuant to Section 53326 the ballots for the election shall be distributed to the qualified electors of the territory proposed to be annexed to the Community Facilities District by mail with return postage prepaid and the election shall be conducted as a mail ballot election. (b) If at the time of the close of the protest hearing, and for at least the preceding 90 days, less than 12 persons have been registered to vote within the territory proposed. to be annexed to the Community Facilities District, and pursuant to Section 53326, the vote is therefore to be by the landowners of that territory, with each landowner of record at the close of the protest hearing having one vote for each acre or portion of an acre of land that he or she owns, the election shall be conducted by the City Clerk as follows:
(1) The election shall be held on the earliest date following the conclusion of the protest hearing upon which it can be held pursuant to Section 53326 which may be selected by the City Council, or such earlier date as the owners of land within the territory proposed to be annexed to the Community Facilities District and the City Clerk agree and concur is acceptable.
(2) Pursuant to Section 53326, the election may be held earlier than 90 days following the close of the protest hearing if the qualified electors of the territory proposed to be annexed to the Community Facilities District waive the time limits for conducting the election set forth in Section 53326 by unanimous written consent and the City Clerk concurs in such earlier election date as shall be consented to by the qualified electors. (3) Pursuant to Section 53326, ballots for the election shall be distributed to the qualified electors by the City Clerk by mail with return postage prepaid or by personal service.
(4) Pursuant to applicable provisions of law regulating elections of the City which govern the conduct of mail ballot elections, and Division 4 (commencing with Section 4000) of the Elections Code with respect to elections conducted by mail, the City Clerk shall mail or deliver to each qualified elector an official ballot in a form specified by the City Council in the resolution calling the election, and shall also mail or deliver to all such qualified electors a ballot pamphlet and instructions to voter, including a sample ballot identical in form to the official ballot but identified as a sample ballot, a statement pursuant to Section 9401 of the said Code, an impartial analysis by the City Attorney pursuant to Section 9280 of the said Code with respect to the ballot proposition contained in the official ballot, ballot arguments and rebuttals, if any,

7 pursuant to Sections 9281 to 9287, inclusive, of said Code, a return identification envelope with prepaid postage thereon addressed to the City Clerk for the return of voted official ballots, and a copy of the resolution adopted by the City Council calling and scheduling the election and the exhibits thereto; provided, however, that such statement, analysis and arguments may be waived with the unanimous consent of all the landowners of the territory proposed to be annexed to the Community Facilities District and shall be so stated in the resolution adopted by the City Council calling the election.
(5) The official ballot to be mailed or delivered by the City Clerk to each landowner-voter shall have printed or typed thereon the name of the landowner-voter and the number of votes to be voted by the landowner-voter and shall have appended to it a certification to be signed by the person voting the official ballot which shall certify that the person signing the certification is the person who voted the official ballot, and if the landowner voter is other than a natural person, that he or she is and officer of or other person affiliated with the landowner-voter entitled to vote such official ballot, that he or she has been authorized to vote such official ballot on behalf of the landowner-voter, that in voting such official ballot it was his or her intent, as well as the intent of the landowner-voter, to vote all votes to which the landownervoter is entitled based on its land ownership on the proposition set forth in the official ballot as marked thereon in the voting square opposite such proposition, and further certifying as to the acreage of the landowner-voter's land ownership within the territory proposed to be annexed to the Community Facilities District.
(6) The return identification envelope delivered by the City Clerk to each landowner-voter shall have printed or typed thereon the following: (i) the name of the landowner, (ii) the address of the landowner, (iii) a declaration under penalty of perjury stating that the voter is the landowner or the authorized representative of the landowner entitled to vote the enclosed ballot and is the person whose name appears on the identification envelope, (iv) the printed name and signature of the voter, (v) the address of the voter, (vi) the date of signing and place of execution of said declaration, and (vii) a notice that the envelope contains an official ballot and is to be opened only by the City Clerk.
(7) The information-to-voter form to be mailed or delivered by the City Clerk to the landowner-voters shall inform them that the official ballots shall be returned to the City Clerk properly voted as provided thereon and with the certification appended thereto properly completed and signed in the sealed return identification envelope with the certification thereon completed and signed and all other information to be inserted thereon properly inserted by 5 o'clock p.m. on the date of the election.
(8) Upon receipt of the return identification envelopes which are returned prior to the voting deadline on the date of the election, the City Clerk shall canvass the votes cast in the election and shall file a statement with the City Council at its next regular meeting regarding the results of such canvass and the election.

8 The procedures set forth in this section for conducting the election may be modified as the City Council may determine to be necessary or desirable by a resolution subsequently adopted by the City Council.

PASSED, APPROVED AND ADOPTED this 6th day of May 2026.

Mayor of the City of Corona, California
ATTEST:

City Clerk of the City of Corona, California

9 CERTIFICATION
I, Sylvia Edwards, City Clerk of the City of Corona, California, do hereby certify that the foregoing Resolution was regularly passed and adopted by the City Council of the City of Corona, California, at a regular meeting thereof held on the 6th day of May 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Corona, California, this 6th day of May 2026.

City Clerk of the City of Corona, California

10 EXHIBIT “A”

LEGAL DESCRIPTION
ANNEXATION NO. 46 TO
COMMUNITY FACILITIES DISTRICT NO. 2016-3 (MAINTENANCE SERVICES)

CITY OF CORONA, COUNTY OF RIVERSIDE

STATE OF CALIFORNIA
THAT PORTION OF LOT 1 IN BLOCK 68 OF SOUTH RIVERSIDE LAND AND WATER COMPANY, IN THE

CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 9, PAGE 6, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF THE WEST HALF OF SAID LOT 1 ; THENCE, ALONG THE SOUTHERLY LINE OF SAID LOT 1, NORTH 82°52'12" WEST160.00 FEET TO THE WESTERLY LINE OF THE EASTERLY 160.00 FEET OF THE WEST HALF OF SAID LOT 1; THENCE, ALONG SAID EASTERLY LINE, NORTH 07°03'51" EAST 344.95 FEET TO THE SOUTHERLY LINE OF NORTHERLY 183.00 FEET OF SAID LOT 1; THENCE, ALONG SAID SOUTHERLY LINE, NORTH 82°52'25" WEST 116.29 FEET TO THE EASTERLY LINE OF THE WESTERLY 136.00 FEET OF SAID LOT 1; THENCE, ALONG SAID EASTERLY LINE, NORTH 07°03'25" EAST 183.00 FEET TO THE NORTHERLY LINE OF SAID LOT 1; THENCE, ALONG SAID NORTHERLY LINE, SOUTH 82°52'25" EAST 276.31 FEET TO THE EASTERLY LINE OF THE WEST HALF OF SAID LOT 1; THENCE, ALONG SAID EASTERLY LINE, SOUTH 07°03'51" WEST 527.96 FEET TO THE POINT OF BEGINNING.

APN: 118-130-035

11 EXHIBIT “B”

RATE AND METHOD OF APPORTIONMENT OF SPECIAL TAX FOR
COMMUNITY FACILITIES DISTRICT NO. 2016-3 (MAINTENANCE SERVICES)

OF THE CITY OF CORONA
A Special Tax (the “Special Tax”) shall be levied on and collected from each Assessor’s Parcel (defined below) in Community Facilities District No. 2016-3 (Maintenance Services) (the “CFD No. 2016-3” or “CFD”; defined below), in each Fiscal Year, (defined below), commencing in the Fiscal Year beginning July 1, 2017, in an amount determined by the City Council of the City of Corona, acting in its capacity as the legislative body of CFD No. 2016-3, by applying the rate and method of apportionment set forth below. All of the real property in CFD No. 2016-3, unless exempted by law or by the provisions herein, shall be taxed to the extent and in the manner provided herein.

A. DEFINITIONS
“Acre” or “Acreage” means the land area of an Assessor’s Parcel as shown on any Assessor’s Parcel Map, or if the land area is not shown on the Assessor’s Parcel Map, the land area as shown on the applicable Final Map, or if the area is not shown on the applicable Final Map, the land area shall be calculated by the Administrator. “Administrative Expenses” means the actual or reasonably estimated costs directly related to the formation, annexation, and administration of CFD No. 2016-3 including, but not limited to: the costs of computing the Special Taxes and preparing the annual Special Tax collection schedules (whether by the City or designee thereof or both); the costs to the City, CFD No. 2016-3, or any designee thereof associated with fulfilling the CFD No. 2016-3 disclosure requirements; the costs associated with responding to public inquiries regarding the Special Taxes; the costs of the City, CFD No. 2016-3 or any designee thereof related to an appeal of the Special Tax; and the City's annual administration fees including payment of a proportional share of City overhead and salaries and benefits of any City employees whose duties are related to the administration of CFD No. 2016-3 and third party expenses related to CFD No. 2016-3.

Administrative Expenses shall also include amounts estimated or advanced by the City or CFD No. 2016-3 for any other administrative purposes of CFD No. 2016-3, including attorney's fees and other costs related to commencing and pursuing to completion any foreclosure of delinquent Special Taxes.
“Administrator” means the City Manager of the City of Corona, or his or her designee. “Approved Property” means all Assessor’s Parcels of Taxable Property that are included in a Final Map that was recorded prior to the March 1 preceding the Fiscal Year in which the Special Tax is being levied, and that have not been issued a building permit on or prior to the June 1 preceding the Fiscal year in which the special tax is being levied.

12 “Assessor’s Parcel” means a lot or parcel of land that is identifiable by an Assessor’s Parcel Number by the County Assessor of the County of Riverside. “Assessor’s Parcel Map” means an official map of the Assessor of the County designating parcels by Assessor’s Parcel Number.
“Assessor’s Parcel Number” means that identification number assigned to a parcel by the County Assessor of the County.
“Building Square Footage” or “BSF” means the floor area square footage reflected on the original construction building permit issued for construction of a building of Non-Residential Property and any Building Square Footage subsequently added to a building of such NonResidential Property after issuance of a building permit for expansion or renovation of such building.
“Calendar Year” means the period commencing January 1 of any year and ending the following December 31.
“CFD” or “CFD No. 2016-3” means the City of Corona Community Facilities District No. 2016-3 (Maintenance Services).
“City” means the City of Corona.
“Contingent Services” means services permitted under the Mello-Roos Community Facilities Act of 1982 including, without limitation, those services authorized to be funded by CFD No. 2016-3 as set forth in the documents adopted by the City Council at the time the CFD was formed to be provided by the City in the event the Administrator makes a determination pursuant to Section C(2) that a Property Owners’ Association fails to adequately provide such services.
“County” means the County of Riverside.
“Developed Property” means all Assessor’s Parcels of Taxable Property for which a building permit for new construction has been issued on or prior to June 1 preceding the Fiscal Year in which the Special Tax is being levied.
“Exempt Property” means all Assessors’ Parcels designated as being exempt from the Special Tax as provided for in Section G.
“Final Map” means a subdivision of property by recordation of a final map, parcel map, or lot line adjustment, pursuant to the Subdivision Map Act (California Government Code Section 66410 et seq.) or recordation of a condominium plan pursuant to California Civil Code 1352 that creates individual lots for which building permits may be issued without further subdivision.

13 “Fiscal Year” means the period from and including July 1st of any year to and including the following June 30th.
“Land Use Category” or “LUC” means any of the categories contained in Section B hereof to which an Assessor’s Parcel is assigned consistent with the land use approvals that have been received or proposed for the Assessor’s Parcel as of June 1 preceding the Fiscal Year in which the Special Tax is being levied.
“Maximum Special Tax” means either Maximum Special Tax A and/or Maximum Special Tax B (Contingent), as applicable.
“Maximum Special Tax A” means for each Assessor’s Parcel and each Fiscal Year, the maximum Special Tax A, as determined in accordance with Section C below that can be levied on such Assessor’s Parcel in such Fiscal Year.
“Maximum Special Tax B (Contingent)” means for each Assessor’s Parcel and each Fiscal Year, the maximum Special Tax B (Contingent), as determined in accordance with Section C below that can be levied on such Assessor’s Parcel in such Fiscal Year. “Multi-Family Residential Property” or “MFR” means any Assessor’s Parcel of Residential Property upon which a building or buildings comprised of attached Residential Units sharing at least one common wall with another unit are constructed or are intended to be constructed. “Non-Residential Property” or “NR” means all Assessor's Parcels of Taxable Property for which a building permit(s) was issued for a non-residential use. The Administrator shall make the determination if an Assessor’s Parcel is Non-Residential Property. “Property Owner’s Association” or “POA” means the property owner’s association or homeowner’s association established to maintain certain landscaping within a Tax Zone. “Proportionately” means for Taxable Property that is: (i) Developed Property, that the ratio of the actual Special Tax levy to the Maximum Special Tax is the same for all Parcels of Developed Property, (ii) Approved Property, that the ratio of the actual Special Tax levy to the Maximum Special Tax is the same for all Parcels of Approved Property, and (iii) Undeveloped Property that the ratio of the actual Special Tax levy per acre to the Maximum Special Tax per acre is the same for all Parcels of Undeveloped Property. “Residential Unit” or "RU" means a residential unit that is used or intended to be used as a domicile by one or more persons, as determined by the Administrator. “Residential Property” means all Assessor’s Parcels of Taxable Property upon which Residential Units have been constructed or are intended to be constructed or for which building permits have been or may be issued for purposes of constructing one or more Residential Units.

14 “Service(s)” means services permitted under the Mello-Roos Community Facilities Act of 1982 including, without limitation, those services authorized to be funded by CFD No. 2016- 3 as set forth in the documents adopted by the City Council at the time the CFD was formed. “Single Family Residential Property” or “SFR” means any Residential Property other than Multi-Family Residential Property on an Assessor’s Parcel. “Special Tax(es)” means the Special Tax A or Special Tax B (Contingent) to be levied in each Fiscal Year on each Assessor’s Parcel of Taxable Property. “Special Tax A” means the annual special tax to be levied in each Fiscal Year on each Assessor’s Parcel of Taxable Property to fund the Special Tax A Requirement. "Special Tax A Requirement" means for each Tax Zone that amount to be collected in any Fiscal Year to pay for certain costs as required to meet the needs of such Tax Zone within CFD No. 2016-3 in both the current Fiscal Year and the next Fiscal Year. The costs to be covered shall be the direct costs for maintenance services including but not limited to (i) maintenance and lighting of parks, parkways, streets, roads and open space, (ii) maintenance and operation of water quality improvements, (iii) public street sweeping, (iv) fund an operating reserve for the costs of Services as determined by the Administrator, and (v) Administrative Expenses.

Under no circumstances shall the Special Tax A Requirement include funds for Bonds. “Special Tax B (Contingent)” means the annual special tax to be levied in each Fiscal Year on each Assessor’s Parcel of Taxable Property to fund the Special Tax B (Contingent) Requirement, if required.
“Special Tax B (Contingent) Requirement” means that amount required in any Fiscal Year, if the POA is unable to maintain the Contingent Service(s) to: (i) pay the costs of Contingent Services incurred or otherwise payable in the Calendar Year commencing in such Fiscal Year; (ii) fund an operating reserve for the costs of Contingent Services as determined by the Administrator; less a credit for funds available to reduce the annual Special Tax B (Contingent) levy as determined by the Administrator.
"Taxable Property" means all Assessor’s Parcels within CFD No. 2016-3, which are not Exempt Property.
“Taxable Unit” means a Residential Unit, Building Square Footage, or an Acre. "Tax Zone" means a mutually exclusive geographic area, within which particular Special Tax rates may be levied pursuant to this Rate and Method of Apportionment of Special Tax.

Appendix C identifies the Tax Zone in CFD No. 2016-3 at formation; additional Tax Zones may be created when property is annexed into the CFD.
"Tax Zone 1" means the specific geographic area identified on the CFD Boundary Map as Tax Zone 1.

15 "Tract(s)" means an area of land; i) within a subdivision identified by a particular tract number on a Final Map, ii) identified within a Parcel Map; or iii) identified within lot line adjustment approved for subdivision.
“Undeveloped Property” means, for each Fiscal Year, all Taxable Property not classified as Developed Property or Approved Property.

B. ASSIGNMENT TO LAND USE CATEGORIES
For each Fiscal Year, all Assessor’s Parcels of Taxable Property within CFD No. 2016-3 shall be classified as Developed Property, Approved Property, or Undeveloped Property, and shall be subject to the levy of Special Taxes as determined pursuant to Sections C and D below.

Assessor’s Parcels of Developed Property and Approved Property shall be classified as either Residential Property or Non-Residential Property. Residential Property shall be further classified as Single Family Residential Property or Multi-Family Residential Property and the number of Residential Units shall be determined by the Administrator.

C. MAXIMUM SPECIAL TAX RATES
For purposes of determining the applicable Maximum Special Tax for Assessor’s Parcels of Developed Property and Approved Property which are classified as Residential Property, all such Assessor’s Parcels shall be assigned the number of Residential Unit(s) constructed or to be constructed thereon as specified in or shown on the building permit(s) issued or Final Map as determined by the Administrator. Once a single family attached or multi-family building or buildings have been built on an Assessor's Parcel, the Administrator shall determine the actual number of Residential Units contained within the building or buildings, and the Special Tax A levied against the Assessor’s Parcel in the next Fiscal Year shall be calculated by multiplying the actual number of Residential Units by the Maximum Special Tax per Residential Unit for the Tax Zone below or as included in Appendix A as each annexation occurs.

For purposes of determining the applicable Maximum Special Tax for Assessor’s Parcels of Developed Property and Approved Property which are classified as Non-Residential Property, all such Assessor’s Parcels shall be assigned the number of Building Square Footage or Acres as shown on the Final Map as determined by the Administrator. Once the Administrator determines the actual number of Building Square Footage or Acres for the Assessor’s Parcels, the Special Tax A levied against the Assessor’s Parcel in the next Fiscal Year shall be calculated by multiplying the number of Building Square Footage or Acres by the Maximum Special Tax per Taxable Unit identified for the applicable Tax Zone below or as included in Appendix A as each annexation occurs.

1. Special Tax A
a. Developed Property
(i) Maximum Special Tax A
The Maximum Special Tax A for each Assessor’s Parcel of Developed Property shall be specific to each Tax Zone within the CFD. When additional property is annexed

16 into CFD No. 2016-3, the rate and method adopted for the annexed property shall reflect the Maximum Special Tax A for the Tax Zones annexed and included in Appendix A. The Maximum Special Tax A for Developed Property for Fiscal Year 2017-18 within Tax Zone 1 is identified in Table 1 below:

TABLE 1

MAXIMUM SPECIAL TAX A RATES

DEVELOPED PROPERTY
Tax
Zone Tract Land Use Category
Taxable
Unit
Maximum
Special Tax A
1 TR 36533 Single Family Residential Property RU $202
(ii) Increase in the Maximum Special Tax A
On each July 1, commencing on July 1, 2018 the Maximum Special Tax A for Developed Property shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater.
(iii) Multiple Land Use Categories
In some instances, an Assessor's Parcel of Developed Property may contain more than one Land Use Category. The Maximum Special Tax A that can be levied on an Assessor's Parcel shall be the sum of the Maximum Special Tax A that can be levied for each Land Use Category located on that Assessor's Parcel. For an Assessor's Parcel that contains more than one land use, the Acreage of such Assessor's Parcel shall be allocated to each type of property based on the amount of Acreage designated for each land use as determined by reference to the site plan approved for such Assessor's Parcel.

The Administrator's allocation to each type of property shall be final. b. Approved Property
The Maximum Special Tax A for each Assessor’s Parcel of Approved Property shall be specific to each Tax Zone within the CFD. When additional property is annexed into CFD No. 2016-3, the rate and method adopted for the annexed property shall reflect the Maximum Special Tax A for the Tax Zone annexed and included in Appendix A. The Maximum Special Tax A for Approved Property for Fiscal Year 2017-18 within Tax Zone 1 is identified in Table 2 below:

17 TABLE 2

MAXIMUM SPECIAL TAX A RATES

APPROVED PROPERTY
Tax
Zone Tract Land Use Category
Taxable
Unit
Maximum
Special Tax A
1 TR 36533 Single Family Residential Property RU $202
On each July 1, commencing on July 1, 2018 the Maximum Special Tax A for Approved Property shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater. c. Undeveloped Property
The Maximum Special Tax A for each Assessor’s Parcel of Undeveloped Property shall be specific to each Tax Zone within the CFD. When additional property is annexed into CFD No. 2016-3, the rate and method adopted for the annexed property shall reflect the Maximum Special Tax A for the Tax Zone annexed and included in Appendix A. The Maximum Special Tax A for Undeveloped Property for Fiscal Year 2017-18 within Tax Zone 1 is identified in Table 3 below:

TABLE 3

MAXIMUM SPECIAL TAX A RATES

UNDEVELOPED PROPERTY
Tax Zone Tracts Taxable Unit Maximum Special Tax A
1 TR 36533 Acre $638
On each July 1, commencing on July 1, 2018 the Maximum Special Tax A for Undeveloped Property shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater.

2. Special Tax B (Contingent)
The City Council shall levy Special Tax B (Contingent) only in the event the POA defaults in its obligation to maintain the Contingent Services, which default shall be deemed to have occurred, as determined by the Administrator, in each of the following circumstances:
(a) The POA files for bankruptcy;
(b) The POA is dissolved;
(c) The POA ceases to levy annual assessments for the Contingent Services; or (d) The POA fails to provide the Contingent Services at the same level as the City provides similar services and maintains similar improvements throughout the City and within ninety (90) days after written notice from the City, or such longer period permitted by the City Manager, fails to remedy the deficiency to the reasonable satisfaction of the City Council.

18 a. Developed Property
(i) Maximum Special Tax B (Contingent)
The Maximum Special Tax B (Contingent) for each Assessor’s Parcel of Taxable Property is shown in Table 4 and shall be specific to each Tax Zone within the CFD.

When additional property is annexed into CFD No. 2016-3, the rate and method adopted for the annexed property shall reflect the Maximum Special Tax B (Contingent) for the Tax Zones annexed and included in Appendix A. The Maximum Special Tax B (Contingent) for Fiscal Year 2017-18 within Tax Zone 1 is identified in Table 4 below:

TABLE 4

MAXIMUM SPECIAL TAX B (CONTINGENT) RATES

DEVELOPED PROPERTY
Tax
Zone Tract Land Use Category
Taxable
Unit
Maximum Special
Tax B (Contingent)
1 TR 36533 Single Family Residential Property RU $366
(ii) Increase in the Maximum Special Tax B (Contingent) On each July 1, commencing on July 1, 2018 the Maximum Special Tax B (Contingent) for Developed Property shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater.
(iii) Multiple Land Use Categories
In some instances, an Assessor's Parcel of Developed Property may contain more than one Land Use Category. The Maximum Special Tax B (Contingent) that can be levied on an Assessor's Parcel shall be the sum of the Maximum Special Tax B (Contingent) that can be levied for each Land Use Category located on that Assessor's Parcel. For an Assessor's Parcel that contains more than one land use, the Acreage of such Assessor's Parcel shall be allocated to each type of property based on the amount of Acreage designated for each land use as determined by reference to the site plan approved for such Assessor's Parcel. The Administrator's allocation to each type of property shall be final.
b. Approved Property
The Maximum Special Tax B (Contingent) for each Assessor’s Parcel of Approved Property shall be specific to each Tax Zone within the CFD. When additional property is annexed into CFD No. 2016-3, the rate and method adopted for the annexed property shall reflect the Maximum Special Tax B (Contingent) for the Tax Zone annexed and included

19 in Appendix A. The Maximum Special Tax B (Contingent) for Fiscal Year 2017-18 within Tax Zone 1 is identified in Table 5 below:

TABLE 5

MAXIMUM SPECIAL TAX B (CONTINGENT) RATES

APPROVED PROPERTY
Tax
Zone Tract Land Use Category
Taxable
Unit
Maximum Special
Tax B (Contingent)
1 TR 36533 Single Family Residential Property RU $366
On each July 1, commencing on July 1, 2018 the Maximum Special Tax B (Contingent) for Approved Property shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater. c. Undeveloped Property
The Maximum Special Tax B (Contingent) for each Assessor’s Parcel of Undeveloped Property shall be specific to each Tax Zone within the CFD. When additional property is annexed into CFD No. 2016-3, the rate and method adopted for the annexed property shall reflect the Maximum Special Tax B (Contingent) for the Tax Zone annexed and included in Appendix A. The Maximum Special Tax B (Contingent) for Fiscal Year 2017-18 within Tax Zone 1 is identified in Table 6 below:

TABLE 6

MAXIMUM SPECIAL TAX B (CONTINGENT) RATES

UNDEVELOPED PROPERTY
Tax Zone Tracts Taxable Unit
Maximum Special
Tax B (Contingent)
1 TR 36533 Acre $1,156
On each July 1, commencing on July 1, 2018 the Maximum Special Tax B (Contingent) for Undeveloped Property shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater.

D. METHOD OF APPORTIONMENT OF ANNUAL SPECIAL TAX

1. Special Tax A
Commencing with Fiscal Year 2017-18 and for each following Fiscal Year, the City Council shall determine the Special Tax A Requirement for each Tax Zone and shall levy the Special Tax A on all Assessor’s Parcels of Taxable Property within such Tax Zone until the aggregate

20 amount of Special Tax A equals the Special Tax A Requirement for such Tax Zone. The Special Tax A shall be levied for each Fiscal Year as follows:

First: The Special Tax A shall be levied Proportionately on all Assessor’s Parcels of Developed Property up to 100% of the applicable Maximum Special Tax A to satisfy the Special Tax A Requirement;
Second: If additional moneys are needed to satisfy the Special Tax A Requirement after the first step has been completed, the Special Tax A shall be levied Proportionately on each Parcel of Approved Property at up to 100% of the Maximum Special Tax A for Approved Property; Third: If additional monies are needed to satisfy the Special Tax A Requirement after the first two steps has been completed, the Special Tax A shall be levied Proportionately on all Assessor’s Parcels of Undeveloped Property up to 100% of the Maximum Special Tax A for Undeveloped Property.

2. Special Tax B (Contingent)
Commencing with the first Fiscal Year in which Special Tax B (Contingent) is authorized to be levied and for each following Fiscal Year, the City Council shall determine the Special Tax B (Contingent) Requirement for each Tax Zone, if any, and shall levy the Special Tax on all Assessor’s Parcels of Taxable Property within such Tax Zone until the aggregate amount of Special Tax B (Contingent) equals the Special Tax B (Contingent) Requirement for such Tax Zone. The Special Tax B (Contingent) shall be levied for each Fiscal Year as follows:

First: The Special Tax shall be levied Proportionately on all Assessor’s Parcels of Developed Property up to 100% of the applicable Maximum Special Tax B (Contingent) to satisfy the Special Tax B (Contingent) Requirement;
Second: If additional moneys are needed to satisfy the Special Tax B (Contingent) Requirement after the first step has been completed, the Special Tax B (Contingent) shall be levied Proportionately on each Parcel of Approved Property at up to 100% of the Maximum Special Tax B (Contingent) for Approved Property;
Third: If additional monies are needed to satisfy the Special Tax B (Contingent) Requirement after the first two steps has been completed, the Special Tax B (Contingent) shall be levied Proportionately on all Assessor’s Parcels of Undeveloped Property up to 100% of the Maximum Special Tax B (Contingent) for Undeveloped Property.

E. FUTURE ANNEXATIONS
It is anticipated that additional properties will be annexed to CFD No. 2016-3 from time to time. As each annexation is proposed, an analysis will be prepared to determine the annual cost for providing Services to such properties. Based on this analysis, any properties to be annexed, pursuant to California Government Code section 53339 et seq. will be assigned the appropriate Maximum Special Tax rates for the Tax Zone when annexed and included in Appendix A.

21 F. DURATION OF SPECIAL TAX
For each Fiscal Year, the Special Tax A shall be levied as long as the Services are being provided.

For each Fiscal Year, the Special Tax B (Contingent) shall be levied as long as the Contingent Services are being provided.

G. EXEMPTIONS
The City shall classify as Exempt Property within CFD No. 2016-3, all Assessor’s; (i) which are owned by, irrevocably offered for dedication, encumbered by or restricted in use by any public entity; (ii) with public or utility easements making impractical their utilization for other than the purposes set forth in the easement; (iii) which are privately owned but are encumbered by or restricted solely for public uses; or (iv) which are in use in the performance of a public function as determined by the Administrator.

H. APPEALS
Any property owner claiming that the amount or application of the Special Taxes are not correct may file a written notice of appeal with the City not later than twelve months after having paid the first installment of the Special Tax that is disputed. The Administrator of CFD No. 2016-3 shall promptly review the appeal, and if necessary, meet with the property owner, consider written and oral evidence regarding the amount of the Special Tax, and rule on the appeal. If the Administrator’s decision requires that the Special Tax for an Assessor’s Parcel be modified or changed in favor of the property owner, a cash refund shall not be made, but an adjustment shall be made to the Special Tax on that Assessor’s Parcel in the subsequent Fiscal Year(s).

I. MANNER OF COLLECTION
The Special Tax shall be collected in the same manner and at the same time as ordinary ad valorem property taxes, provided, however, that CFD No. 2016-3 may collect the Special Tax at a different time or in a different manner if necessary to meet its financial obligations.

22 APPENDIX A

CITY OF CORONA
COMMUNITY FACILITIES DISTRICT NO. 2016-3 (MAINTENANCE SERVICES)

COST ESTIMATE
Special Tax A Services - The estimate breaks down the costs of providing one year's maintenance services for Fiscal Year 2025-26. These services are being funded by the levy of Special Tax A for Community Facilities District No. 2016-3.

TAX ZONE 46 (SERVICES)
CUP 2022-0002
Item Description Estimated Cost
1 Streets $758
2 Drainage $360
3 Reserves $168
4 Admin $1,150
Total $2,436
TAX ZONE 46 (CONTINGENT SERVICES)
CUP 2022-0002
Special Tax B Contingent Services – There are no services being funded by the levy of Special Tax B (Contingent) for Community Facilities District No. 2016-3.

23 MAXIMUM SPECIAL TAXES ASSIGNED TO EACH TAX ZONE

DEVELOPED PROPERTY
Tax
Zone
Fiscal
Year
Included Tract/APN
No. of
Taxable
Units
Land Use
Category
Taxable
Unit
Maximum
Special Tax
A
Maximum
Special Tax B
(Contingent) Subdivider
1 2017-18 36533 103 SFR RU $202 $366 Mari Girgis, LLC
2 2017-18 36427 146 MFR RU $368 $14 LCG Harrington, LLC 3 2017-18 PM 37167 2.50 NR Acre $953 $0 Third Street Annex, LLC 4 2017-18 115210025 3.74 NR Acre $2,608 $0 LBA RV-Company XX, LP 5 2018-19 36544 292 SFR RU $941 $81 Richland Communities 6 2018-19 TTM 31373 26 SFR RU $1,470 $9 Yahnes El Kaseer, LLC 7 2018-19 TTM 33135 62 SFR RU $378 $425
Knowleton Communities,
LLC
8 2019-20 TTM 37114 5 SFR RU $715 $0 Karen Parker
9 2019-20 PM 27203 4 SFR RU $976 $0 William Meister
10 2019-20 PM 36873 2 SFR RU $832 $0 Kenneth Ibbetson
11 2019-20 TR 36701 12 SFR RU $315 $84 MVV, LP
12 2019-20 PM 30844 2 SFR RU $905 $0 Padilla Family Trust 13 2019-20 LLA 2018-003 32.00 NR Acre $578 $0 Corona Industrial Park, LLC 14 2019-20
TPM 37521
TPM 37765 2 SFR RU $765 $0
Louk, Hobbs, and
Armstrong
15 2019-20 PM 37357 1 SFR RU $1,080 $0
Northpoint Evangelical
Church
16 2020-21 LLA 18-002 4.99 NR Acre $609 $0 Fitness International, LLC 17 2020-21 TR 37565 3.48 NR Acre $4,459 $0
Corona Regional Medical
Center, LLC
18 2020-21 PM 37746 4.08 NR Acre $1,131 $0 RCTC
19 2020-21 TR 37719 23 SFR RU $1,057 $0 EB Corona, LLC
20 2020-21 TTM 37788 11.70 NR Acre $979 $1,132 Bedford Marketplace, LLC 21 2020-21 115-090-008 3.05 NR Acre $2,347 $0 Christopher Ranch 22 2020-21 TTM 37747 3.38 NR Acre $1,965 $756 CI Rancho II, LLC 23 2021-22 TTM 36634 11 SFR RU $686 $66 Poppybend, LLC
24 2021-22 PM 37763 4.36 NR Acre $687 $72
West Corona Freeway
Center Owner LLC
25 2021-22 PM 38461 4.12 NR Acre $488 $0
Promenade Realty
Partners, LLC
26 2021-22
TR 36605
TR 36608 27 SFR RU $1,090 $0 D.R. Horton
27 2021-22 PM 14363 1.14 NR Acre $1,313 $0 HI Corona, LLC 28 2021-22 PM 37334 4.98 NR Acre $1,465 $0
Rodolfo M. & Maria
Franco
29 2021-22 TR 36821 5 SFR RU $1,320 $0 Junfei Dai
30 2021-22 PM 36667 4 SFR RU $1,671 $0 Poppybend, LLC
31 2021-22 PM 37608 71.72 NR Acre $267 $0
Latitude Business Park,
LLC & Latitude Business
Park II, LLC
32 2022-23
LLA 19-009
LLA 19-010 38.71 NR Acre $567 $0
AVMGH II Limited
Partnership

24 MAXIMUM SPECIAL TAXES ASSIGNED TO EACH TAX ZONE

DEVELOPED PROPERTY
Tax
Zone
Fiscal
Year
Included Tract/APN
No. of
Taxable
Units
Land Use
Category
Taxable
Unit
Maximum
Special Tax
A
Maximum
Special Tax B
(Contingent) Subdivider
33 2022-23 DPR 2019-022 7.00 NR Acre $566 $0
Radio Road Industrial
Owner, LP
34 2023-24 TR 35851 60 SFR RU $224 $0 Corona 4 Land, LLC 35 2023-24 DPR 2022-0004 3.45 NR Acre $1,605 $0 Leeson Corona LLC 36 2023-24 TR 32703 13 SFR RU $4,064 $0 Southpoint Corona, LLC 37 To Be Determined
38 2023-24 LLA 22-002 14.82 NR Acre $454 $0
IPT Corona Commerce
Center, LLC
39 2024-25 TR 10896 2.28 NR Acre $1,014 $0 Newcastle Skye Maple LLC 40 2024-25 TR 37980 19 SFR RU $991 $0
FPG Tricon Citron Corona
Property LLC, a Delaware
limited liability company
41 2024-25 PM 38694 2 SFR RU $3,547 $0
Sajid Bari Syed, Memona
Begum Syeda, & Pacific
Premier Trust
42 2025-26 TTM 37805 9 SFR RU $577 $166
2020 Jurupa Valley Group,
LLC
43 To Be Determined
44 2025-26 TTM 38495 35 SFR RU $478 $58
Toll West Coast, LLC, a
Delaware limited liability
company
45 2025-26 CUP 2023-0001 5.53 NR Acre $2,339 $0
Malloy Family Partners,
L.P.
46 2025-26 CUP 2022-0002 2.19 NR Acre $1,114 $0 Rove Corona CA004, LLC

25 MAXIMUM SPECIAL TAXES ASSIGNED TO EACH TAX ZONE

UNDEVELOPED PROPERTY
Tax
Zone
Fiscal
Year
Included Tract/APN
No. of
Taxable
Units
Taxable
Unit
Maximum
Special
Tax A
Maximum
Special Tax B
(Contingent) Subdivider
1 2017-18 36533 32.62 Acres $638 $1,156 Mari Girgis, LLC 2 2017-18 36427 8.30 Acres $6,533 $247 LCG Harrington, LLC 3 2017-18 PM 37167 2.50 Acres $953 $0 Third Street Annex, LLC 4 2017-18 115210025 3.74 Acres $2,608 $0 LBA RV-Company XX, LP 5 2018-19 36544 68.33 Acres $4,018 $343 Richland Communities 6 2018-19 TTM 31373 17.92 Acres $2,112 $12 Yahnes El Kaseer, LLC 7 2018-19 TTM 33135 16.09 Acres $1,454 $1,635 Knowleton Communities, LLC 8 2019-20 TTM 37114 2.99 Acres $1,195 $0 Karen Parker
9 2019-20 PM 37203 1.10 Acres $3,550 $0 William Meister 10 2019-20 PM 36873 1.40 Acres $1,187 $0 Kenneth Ibbetson 11 2019-20 TR 36701 3.95 Acres $957 $255 MVV, LP
12 2019-20 PM 30844 2.15 Acres $1,809 $0 Padilla Family Trust 13 2019-20
LLA 2018-
003 32.00 Acres $578 $0 Corona Industrial Park, LLC
14 2019-20
TPM 37521
TPM 37765 1.78 Acres $859 $0
Louk, Hobbs, and
Armstrong
15 2019-20 PM 37357 1 Acres $1,776 $0
Northpoint Evangelical
Church
16 2020-21 LLA 18-002 4.99 Acres $609 $0 Fitness International, LLC 17 2020-21 TR 37565 3.48 Acres $4,459 $0
Corona Regional Medical
Center, LLC
18 2020-21 PM 37746 4.08 Acres $1,131 $0 RCTC
19 2020-21 TR 37719 3.74 Acres $6,490 $0 EB Corona
20 2020-21 TTM 37788 11.70 Acres $979 $1,132 Bedford Marketplace, LLC 21 2020-21 115-090-008 3.05 Acres $2,347 $0 Christopher Ranch 22 2020-21 TTM 37747 3.38 Acres $1,965 $756 CI Rancho II, LLC 23 2021-22 TTM 36634 2.33 Acres $3,237 $311 Poppybend, LLC 24 2021-22 PM 37763 4.36 Acres $687 $72
West Corona Freeway Center
Owner LLC
25 2021-22 PM 38461 4.12 Acres $488 $0
Promenade Realty Partners,
LLC
26 2021-22
TR 36605
TR 36608 5.52 Acres $5,329 $0 D.R. Horton
27 2021-22 PM 14363 1.14 Acres $1,313 $0 HI Corona, LLC 28 2021-22 PM 37334 4.98 Acres $1,465 $0 Rudy M. & Maria Franco 29 2021-22 TR 36821 4.90 Acres $1,347 $0 Junfei Dai
30 2021-22 PM 36667 1.50 Acres $4,457 $0 Poppybend, LLC 31 2021-22 PM 37608 71.72 Acres $267 $0
Latitude Business Park, LLC &
Latitude Business Park II, LLC
32 2022-23
LLA 19-009
LLA 19-010 38.71 Acres $567 $0
AVMGH II Limited
Partnership
33 2022-23 DPR 2019-022 7.00 Acres $566 $0
Radio Road Industrial Owner,
LP

26 MAXIMUM SPECIAL TAXES ASSIGNED TO EACH TAX ZONE

UNDEVELOPED PROPERTY
Tax
Zone
Fiscal
Year
Included Tract/APN
No. of
Taxable
Units
Taxable
Unit
Maximum
Special
Tax A
Maximum
Special Tax B
(Contingent) Subdivider
34 2023-24 TR 35851 3.42 Acres $3,925 $0 Corona 4 Land, LLC 35 2023-24 DPR 2022-0004 3.45 Acres $1,605 $0 Leeson Corona LLC 36 2023-24 TR 32703 8.27 Acres $7,208 $0 Southpoint Corona, LLC 37 To Be Determined
38 2023-24 LLA 22-002 14.82 Acres $454 $0
IPT Corona Commerce
Center, LLC
39 2024-25 TR 1096 2.28 Acres $1,014 $0 Newcastle Skye Maple LLC 40 2024-25 TR 37980 4.72 Acres $3,988 $0
FPG Tricon Citron Corona
Property LLC, a Delaware
limited liability company
41 2024-25 PM 38694 1.80 Acres $4,794 $0
Sajid Bari Syed, Memona
Begum Syeda, & Pacific
Premier Trust Custodian
42 2025-26 TTM 37805 0.42 Acres $12,364 $3,564
2020 Jurupa Valley Group,
LLC
43 To Be Determined
44 2025-26 TTM 38495 9.30 Acre $2,116 $256
Toll West Coast, LLC, a
Delaware limited liability
company
45 2025-26 CUP 2023-0001 5.53 Acre $2,339 $0 Malloy Family Partners, L.P. 46 2025-26 CUP 2022-0002 2.19 Acre $1,114 $0 Rove Corona CA004, LLC

ESCALATION OF MAXIMUM SPECIAL TAXES
On each July 1, commencing on July 1, 2018 the Maximum Special Tax shall increase by i) the percentage increase in the Consumer Price Index (All Items) for Los Angeles - Riverside - Orange County (1982-84 = 100) since the beginning of the preceding Fiscal Year, or ii) by two percent (2.0%), whichever is greater.

27 APPENDIX B

CITY OF CORONA
COMMUNITY FACILITIES DISTRICT NO. 2016-3 (MAINTENANCE SERVICES)

DESCRIPTION OF AUTHORIZED SERVICES
The services which may be funded with proceeds of the special tax of CFD No. 2016-3, as provided by Section 53313 of the Act, will include all costs attributable to maintaining, servicing, cleaning, repairing and/or replacing landscaped areas (may include reserves for replacement) in public street right-of-way, public landscaping, public open spaces and other similar landscaped areas officially dedicated for public use. These services including the following:
(a) maintenance and lighting of parks, parkways, streets, roads and open space, which maintenance and lighting services may include, without limitation, furnishing of electrical power to street lights and traffic signals; repair and replacement of damaged or inoperative light bulbs, fixtures and standards; maintenance (including irrigation and replacement) of landscaping vegetation situated on or adjacent to parks, parkways, streets, roads and open space; maintenance and repair of irrigation facilities; maintenance of public signage; graffiti removal from and maintenance and repair of public structures situated on parks, parkways, streets, roads and open space; maintenance and repair of playground or recreation program equipment or facilities situated on any park; and (b) maintenance and operation of water quality improvements which include storm drainage and flood protection facilities, including, without limitation, drainage inlets, catch basin inserts, infiltration basins, flood control channels, fossil fuel filters, and similar facilities. Maintenance services may include but is not limited to the repair, removal or replacement of all or part of any of the water quality improvements, fossil fuel filters within the public right-of-way including the removal of petroleum hydrocarbons and other pollutants from water runoff, or appurtenant facilities, clearing of inlets and outlets; erosion repairs; and cleanup to improvements, and other items necessary for the maintenance and servicing of the water quality basin improvements within flood control channel improvements; and (c) public street sweeping, on the segments of the arterials within the boundaries of CFD No. 2016-3; as well as local roads within residential subdivisions located within CFD No. 2016-3; and any portions adjacent to the properties within CFD No. 2016-3; and In addition to payment of the cost and expense of the forgoing services, proceeds of the special tax may be expended to pay “Administrative Expenses,” as said term is defined in the Rate and Method of Apportionment.

The above services may be financed by proceeds of the special tax of CFD No. 2016-3 only to the extent that they are in addition to those provided in the territory of CFD No. 2016-3 before CFD No. 2016-3 was created or those provided in the territory annexed to CFD No. 2016-3 before the territory was annexed, as applicable.

28 APPENDIX C

CITY OF CORONA
COMMUNITY FACILITIES DISTRICT NO. 2016-3 (MAINTENANCE SERVICES)

PROPOSED BOUNDARIES AND POTENTIAL ANNEXATION AREA

BOUNDARIES

29

DATE: 05/06/2026
TO: Honorable Mayor and City Council Members
FROM: Fire Department
2026-167

REQUEST FOR CITY COUNCIL ACTION
SUBJECT:

PURCHASE OF ELEVEN ZOLL MEDICAL CORPORATION AUTOPULSE NXT

MECHANICAL CPR DEVICES
EXECUTIVE SUMMARY:

This staff report asks the City Council to approve the purchase of eleven (11) Zoll AutoPulse NXT mechanical Cardiopulmonary resuscitation (CPR) devices to replace existing end-of-life equipment that will no longer be supported by the manufacturer.

RECOMMENDED ACTION:

That the City Council:
a. Approve the purchase of 11 Zoll AutoPulse NXT Mechanical CPR Devices from Zoll Medical Corporation in the amount of $267,621.07.
b. Authorize the City Manager, or his designee, to issue a purchase order to Zoll Medical Corporation in the amount of $267,621.07.
c. Make a determination under Corona Municipal Code Section 3.08.125(B) “Competitive bidding already completed.”

BACKGROUND & HISTORY:

In 2019, the City Council approved the purchase of Zoll AutoPulse mechanical CPR devices to enhance the delivery of high-quality CPR and improve patient outcomes during sudden cardiac arrest events. The funds supporting this purchase were contractually provided through the Riverside County EMS system. Each month, the EMS Agency assesses late-response penalties to American Medical Response (AMR) in accordance with the AMR Ambulance Agreement No. 15-097. These fees are subsequently distributed to the Cities on an annual basis. Pursuant to the Memorandum of Understanding (MOU) for Joint Monitoring of Ambulance Services, all monies collected by the Cities under the terms of the MOU must be utilized exclusively for EMS system enhancements.

Since that time, the Fire Department has utilized these devices as part of its advanced life support system. The manufacturer has now designated the existing AutoPulse devices as end-of-life and will discontinue support and availability of replacement parts and consumables by December 2027. Continued reliance on unsupported equipment presents operational and maintenance challenges and limits the Department’s ability to provide consistent, reliable service.

The proposed purchase will replace the existing devices with the next-generation AutoPulse NXT platform to maintain operational readiness and continuity of care.

ANALYSIS:

Sudden Cardiac Arrest (SCA) requires immediate, high-quality CPR to maintain perfusion to vital organs. While manual CPR remains the standard of care, it is subject to variability due to provider fatigue, environmental limitations, and challenges associated with maintaining consistent compressions during patient movement and transport.

Mechanical CPR devices are recommended in situations where high-quality manual compressions are difficult to maintain or may pose a risk to provider safety. These situations include patient transport, confined spaces, prolonged resuscitation efforts, and limited personnel environments.

The Zoll AutoPulse NXT is a non-invasive cardiac support device that utilizes a loaddistributing band to provide circumferential chest compressions, compressing the entire thoracic cavity rather than applying force solely to the sternum. This technology has been shown to improve blood flow and provide more consistent perfusion compared to manual CPR (Exhibit 3).

Operational benefits of the AutoPulse NXT include:
 Continuous CPR during patient movement and ambulance transport  Reduced provider fatigue and improved consistency of compressions  Increased provider safety by minimizing the need for personnel to stand unsecured during transport

 Freeing personnel to focus on other advanced life support interventions Staff finds that an exception to competitive bidding is justified for this purchase under Corona Municipal Code (“CMC”) Section 3.08.125(B). This section permits an exception when the Purchasing Agent and the authorized contracting party, with approval from the City Manager, determine that competitive bidding has already been completed:
(1) A competitive bid procedure has been conducted by another public agency including, but not limited to, another local agency, the state through the California Multiple Award Schedule (CMAS), the federal government through the General Services Administration (GSA), the U.S. Communities Government Purchasing Alliance, or the Western States Contracting Alliance (WSCA); and
(2) The price to the city is equal to or better than the price to that public agency. The proposed purchase will be made utilizing a California Multiple Award Schedule (CMAS) cooperative purchasing contract with a total discount of $32,047.66 (11.52% of bill), which provides competitively bid pricing that meets the City’s procurement requirements.

Additionally, no third-party vendors are authorized to sell or service the equipment, and no equivalent alternative products exist that provide the same functionality. As such, a competitive bidding process would not yield comparable products or provide a meaningful competitive advantage to the City.

FINANCIAL IMPACT:

Funding for the recommended actions is available in the Emergency Medical Services Division’s operating budget in the Fire Department within the EMS Systems Enhancements Fund 229.

ENVIRONMENTAL ANALYSIS:

This action is exempt pursuant to Section 15061(b)(3) of the Guidelines for the California Environmental Quality Act (CEQA), which states that a project is exempt from CEQA if the activity is covered by the common sense exemption that CEQA applies only to projects that have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. This action involves the purchase of CPR devices and there is no possibility that approving this project will have a significant effect on the environment. Therefore, no environmental analysis is required.

PREPARED BY: CHRIS DOUGLAS, FIRE CAPTAIN
REVIEWED BY: BRIAN YOUNG, FIRE CHIEF

ATTACHMENTS:

1. Exhibit 1 – Zoll AutoPulse NXT Quote

2. Exhibit 2 – Manufacturer Brochure

3. Exhibit 3 – Westfall M, et al. Study (Crit Care Med. 2013)

Quote No: Q-137236 Version: 1

ZOLL Medical Corporation
269 Mill Road
Chelmsford, MA 01824-4105
Federal ID# 04-2711626
Phone: (800) 348-9011
Fax: (978) 421-0015
Email: [email protected]
Corona Fire Department
735 Public Safety Way Ste 201
Corona, CA 92878
ZOLL Customer No: 5816
Chris Douglas
(949) 412-0625
[email protected]
Quote No: Q-137236
Version: 1
Issued Date: April 23, 2026
Expiration Date: June 30, 2026
Terms: Net due in 45 days
FOB: Destination
Freight: Free Freight
Prepared by: Juliana Isayeva
EMS Territory Manager
[email protected]
Item Contract
Reference
Part Number Description Qty List Price Adj. Price Total Price 1 CH-19898 8700-001070-01 AutoPulse NXT Platform
Includes: AutoPulse NXT Platform, 1 year factory
warranty.
11 $17,286.00 $16,940.28 $186,343.08
2 CH-19898 8700-001071-01 AutoPulse NXT Charger
Battery Charger for AutoPulse NXT Platform
8 $3,486.00 $3,316.32 $26,530.56
3 CH-19898 8700-001012-01 AutoPulse NXT Lithium Battery 26 $1,542.00 $1,252.44 $32,563.44 4 CH-19898 8700-001017-01 AutoPulse NXT Shoulder Restraint 20 $90.00 $83.30 $1,666.00 5 CH-19898 8700-001090-01 AutoPulse NXT Bands (3 Pack) 11 $399.00 $312.62 $3,438.82 6 CH-19898 8700-001018-01 AutoPulse NXT QuickCase 2 $813.00 $773.22 $1,546.44 7 8700-9901-61 ZOLL AutoPulse Trade-In Allowance
See Trade Unit Considerations.
12 ($500.00) ($6,000.00)
8 8700-001018-01 AutoPulse NXT QuickCase 11 $813.00 $0.00 $0.00 9 8700-001012-01 AutoPulse NXT Lithium Battery 6 $1,542.00 $0.00 $0.00 Subtotal: $246,088.34
Estimated Tax: $21,532.73
Total: $267,621.07

Corona Fire Department
Quote No: Q-137236 Version: 1

ZOLL Medical Corporation
269 Mill Road
Chelmsford, MA 01824-4105
Federal ID# 04-2711626
Phone: (800) 348-9011
Fax: (978) 421-0015
Email: [email protected]
Contract Reference Description
CH-19898 Reflects CMAS 4-24-02-1027 Contract Pricing. Notwithstanding anything to the contrary herein, the terms and conditions set forth in CMAS 4-24-02-1027 shall apply to the customer's purchase of the products set forth on this quote.

Trade Unit Considerations
Trade-In values valid through June 30, 2026 if all equipment purchased is in good operational and cosmetic condition and includes all standard accessories. Trade-In values are dependent on the quantity and configuration of the ZOLL devices listed on this quotation. Customer assumes responsibility for shipping trade-in equipment at the quantities listed on the trade line items in this quotation to ZOLL's Chelmsford Headquarters within 60 days of receipt of new equipment. Customer agrees to pay cash value for trade-in equipment not shipped to ZOLL on a timely basis.

To the extent that ZOLL and Customer, or Customer’s Representative have negotiated and executed overriding terms and conditions (“Overriding T’s & C’s”), those terms and conditions would apply to this quotation. In all other cases, this quote is made subject to ZOLL’s Standard Commercial Terms and Conditions (“ZOLL T’s & C’s”) which for capital equipment, accessories and consumables can be found at https://www.zoll.com/terms-and-conditions-of-sale, for software products can be found at https://www.zoll.com/software-legal, and for ExpertCare Service Plans can be found at https://www.zoll.com/ExpertCare-Service-Terms. Except in the case of overriding T’s and C’s, any Purchase Order (“PO”) issued in response to this quotation will be deemed to incorporate ZOLL T’s & C’s, and any other terms and conditions presented shall have no force or effect except to the extent agreed in writing by ZOLL.

1. Delivery will be made upon availability.

2. This Quote expires on June 30, 2026. Pricing is subject to change after this date.

3. Applicable tax, shipping & handling will be added at the time of invoicing.

4. All purchase orders are subject to credit approval before being accepted by ZOLL.

5. To place an order, please forward the purchase order with a copy of this quotation to [email protected] or via fax to 978-421-0015.

6. All discounts from list price are contingent upon payment within the agreed upon terms.

7. Place your future accessory orders online by visiting the ZOLL web store.

Corona Fire Department
Quote No: Q-137236 Version: 1

ZOLL Medical Corporation
269 Mill Road
Chelmsford, MA 01824-4105
Federal ID# 04-2711626
Phone: (800) 348-9011
Fax: (978) 421-0015
Email: [email protected]
Order Information (to be completed by the customer)
[ ] Tax Exempt Entity (Tax Exempt Certificate must be provided to ZOLL) [ ] Taxable Entity (Applicable tax will be applied at time of invoice)

BILL TO ADDRESS SHIP TO ADDRESS
Name/Department: Name/Department:

Address: Address:

City / State / Zip Code: City / State / Zip Code:

Is a Purchase Order (PO) required for the purchase and/or payment of the products listed on this quotation? [ ] Yes PO Number: ____________ PO Amount: ____________ (A copy of the Purchase Order must be included with this Quote when returned to ZOLL) [ ] No (Please complete the below section when submitting this order) For organizations that do not require a PO, ZOLL requires written execution of this order. The person signing below represents and warrants that she or he has the authority to bind the party for which he or she is signing to the terms and prices in this quotation.

Corona Fire Department
Authorized Signature: _1\
\s1\
Name: \n1\
Title: \t1\
Date: \d1\

SEE THE DIFFERENCE WITH MECHANICAL CPR

Chest circumference 76 to 142 cm (30 to 56 in)
Weight Up to 181 kg (400 lb)
Improved haemodynamics
Using technology that delivers circumferential
compressions, AutoPulse NXT squeezes the entire
thoracic cavity. Multiple studies have demonstrated
improved blood flow with circumferential
compressions compared to manual CPR for patients
in cardiac arrest.1–3
Delivering safe compressions
With the push of a button on the platform, the
AutoPulse NXT band automatically adjusts to fit
the patient’s chest, measuring the appropriate depth
and force for each compression. The system then
begins delivering customised, uninterrupted,
high-quality circumferential compressions.

Consistency and confidence
AutoPulse NXT delivers high-quality compressions for
as long as CPR is required, eliminating the physical
and environmental challenges providers may
experience from prolonged manual CPR.

Deliver mechanical compressions for a wide
range of patients
Augment your clinical teams’ resuscitation
capabilities under challenging circumstances
such as limited staff, prolonged cardiac arrests,
procedural interventions, and in-hospital transport.

The AutoPulse® NXT Resuscitation System delivers
consistent high-quality circumferential compressions,
providing coronary perfusion even in the most
difficult clinical settings.

CPR IN THE

HOSPITAL

MECHANICAL CPR IN THE GUIDELINES
Mechanical CPR devices should be
considered when high-quality manual
compressions are not practical or pose
a risk to rescuer safety.

These specific situations may include limited
personnel, moving ambulance, angiography suite,
prolonged resuscitation, or concerns for infectious
disease exposure.

The 2020 American Heart
Association Guidelines
2021 European Resuscitation
Council Guidelines

EMS
EMERGENCY DEPT.

CATH LAB
Continuity from EMS to Hospital
AutoPulse NXT provides high-quality CPR continuously
from the scene and throughout advanced treatment.

EMS transport directly to the cath lab helps minimise
time to lifesaving treatment for some cardiac patients.

STEMI patients can continue receiving consistent
compressions all the way through an intervention.

In-hospital cardiac arrest patients can quickly begin
receiving mechanical CPR while providers address
additional life-threatening medical issues or begin
transport to other care units.

DEPENDABILITY ACROSS

THE CONTINUUM OF CARE
See the difference in the cath lab
AP 0°/0° RAO 10°/CRAN 30°
The AutoPulse NXT platform is designed to be more
transparent, allowing for visibility during X-ray imaging.

The low-profile of the AutoPulse NXT resuscitation system lets the C-arm move freely. When CPR is needed in the
cath lab, AutoPulse NXT delivers compressions while the C-arm remains close to the patient, allowing for continued diagnosis or intervention and protecting staff from excess scatter radiation.

Coronary arteries of a normal-sized adult heart model

Code data integration and visual feedback on the
R Series® and X Series® monitor/defibrillator offer a
seamless user experience by capturing and displaying
vital signs from manual and mechanical CPR. This
complete ZOLL solution fills the patient transportation gap in a holistic view of hospital cardiac arrest QA/QI.

Seamless device recognition
When used with the R Series, X Series, and OneStep™
electrodes, AutoPulse NXT compressions are
automatically recognised. The ZOLL defibrillator/monitor displays “AutoPulse”, so you know that circumferential
compressions are occurring.

Integrated data for simplified debriefing
RescueNet® CaseReview integrates multiple
information sources to provide a complete view of a
resuscitation event. The entirety of your CPR
performance — including recognition of AutoPulse
NXT compressions — appears in the post-event
CaseReview report. Identifying and comparing
manual and automatic compressions provides
additional QA/QI insight into CPR effectiveness
during post-arrest hot and cold debriefings.

A COMPLETE
Streamlined efficiency

RESUSCITATION

SOLUTION

handle
NXT band
patient alignment line
battery
control panel control panel

AUTOPULSE NXT

SYSTEM COMPONENTS
Ready to deploy when you are
AutoPulse NXT batteries are designed for easy transition and reliability to ensure that the device is powered during a cardiac arrest. A typical charge time of two hours and visible charge indicators make battery management easy.

AutoPulse NXT transporter
Easily store your AutoPulse NXT platform and accessories on the transporter so you are always prepared.

Printed in U.S.A.

MCN IP 2311 0785-05
For subsidiary addresses and
fax numbers, as well as other
global locations, please go to
www.zoll.com/contacts.

Copyright © 2024 ZOLL Medical Corporation. All rights reserved. AutoPulse, OneStep, RescueNet, R Series, X Series, and ZOLL are trademarks or registered trademarks of ZOLL Medical Corporation in the United States and/or other countries. All other trademarks are the property of their respective owners. *Not available in all countries.
269 Mill Road | Chelmsford, MA 01824 | 978-421-9655 | 800-804-4356 | www.zoll.com

ZOLL MEDICAL CORPORATION
1Westfall M, et al. Crit Care Med. 2013 Jul;41(7):1782-1789 2Ong ME, et al. JAMA. 2006; 295:2629-2637
3Casner M, et al. Prehosp Emerg Care. 2005;9:61-67
4AHA 2020 Guidelines. Circulation. 2020;142 (suppl 2):S366–S468) The AutoPulse NXT* Advantage
While offering dependability across the continuum of care, AutoPulse NXT drives perfusion, fits more patients, and delivers mechanical compressions reliably and effectively. With the increased radiolucency of the platform and its lowprofile design, AutoPulse NXT is an ideal CPR solution for the cath lab.

Following a cardiac arrest, AutoPulse NXT, R Series/X Series, and RescueNet CaseReview work together to let you seamlessly manage and review your resuscitation data.

Mechanical versus manual chest compressions in
out-of-hospital cardiac arrest: a meta-analysis
Mark Westfall 1, Steve Krantz, Christopher Mullin, Christopher Kaufman Affiliations + expand
PMIO: 23660728 DOI: 10.1097/CCM.0b013e31828a24e30
Abstract
Objective: The objective of this study was to conduct a meta-analysis of literature examining rates of return of spontaneous circulation from load-distributing band and piston-driven chest compression devices as compared with manual cardiopulmonary resuscitation.

Data sources: Searches were conducted in MEDLINE, the ClinicalTrials.gov registry, and bibliographies on manufacturer websites for studies written in English.

Study selection: Selection criteria for the meta-analysis required that studies must be human controlled (randomized, historical, or case-control) investigations with confirmed out-of-hospital cases.

Data extraction: A total of 12 studies (load-distributing band cardiopulmonary resuscitation versus manual cardiopulmonary resuscitation = 8, piston-driven cardiopulmonary resuscitation versus manual cardiopulmonary resuscitation = 4), comprising a total of 6,538 subjects with 1,824 return of spontaneous circulation events, met the selection criteria.

Data synthesis: Random effects models were used to assess the relative effect of treatments on return of spontaneous circulation. Compared with manual cardiopulmonary resuscitation, load-distributing band cardiopulmonary resuscitation had significantly greater odds of return of spontaneous circulation (odds ratio, 1.62 [95% Cl. 1.36, 1.92], p <

0.001). The treatment effect for piston-driven cardiopulmonary resuscitation was similar to manual cardiopulmonary resuscitation (odds ratio, 1.25 [95% Cl, 0.92, 1.68J;p = 0.151).

The corresponding difference in percentages of return
of spontaneous circulation rates from cardiopulmonary resuscitation was 8.3% for loaddistributing

band cardiopulmonary resuscitation and 5.2% for piston-driven cardiopulmonary resuscitation. Compared with manual cardiopulmonary resuscitation, combining both mechanical cardiopulmonary resuscitation devices produced a significant treatment effect in favor of higher odds of return of spontaneous circulation with mechanical cardiopulmonary resuscitation devices (odds ratio, 1.53 [95% Cl, 1.32, 1.78], p < 0.001).

Conclusion: The ability to achieve return of spontaneous circulation with mechanical chest compression devices is significantly improved when compared with manual chest compressions. In the case of load-distributing band cardiopulmonary resuscitation, it was superior to manual cardiopulmonary resuscitation as the odds of return of spontaneous circulation were over 1.6 times greater. The robustness of these findings should be tested in large randomized clinical trials.

DATE: 05/06/2026
TO: Honorable Mayor and City Council Members
Honorable President and Board Members
FROM: Utilities Department
2026-161

REQUEST FOR CITY COUNCIL AND

CORONA UTILITY AUTHORITY ACTION
SUBJECT:

CONSTRUCTION CONTRACT WITH PACIFIC HYDROTECH CORPORATION FOR

THE RECONDITIONING OF THE SEWER DRYING BEDS AT WATER RECLAMATION FACILITY 1
EXECUTIVE SUMMARY:

This staff report requests that City Council award Notice Inviting Bids 26-019AT to Pacific Hydrotech Corporation for the Reconditioning of Sewer Drying Beds at Water Reclamation Facility 1 Project which involves redevelopment of the existing sludge drying beds to efficiently separate solid from liquid waste collected from the City’s Sewer System.

RECOMMENDED ACTION:

That the City Council:
a. Adopt the Plans and Specifications for the Reconditioning of Sewer Drying Beds at Water Reclamation Facility 1 Project, Notice Inviting Bids 26-019AT.

b. Award Notice Inviting Bids 26-019AT to Pacific Hydrotech Corporation, the lowest responsive, responsible bidder, for the total bid amount of $548,100 and waive any and all minor irregularities in the bidding documents as submitted by said bidder. c. Approve the Construction Contract with Pacific Hydrotech Corporation for the Reconditioning of Sewer Drying Beds at Water Reclamation Facility 1 Project in the amount of $548,100.
d. Authorize the City Manager, or his designee, to execute the Construction Contract with Pacific Hydrotech Corporation in the amount of $548,100 including any nonsubstantive extensions, change orders, purchase orders, and amendments up to 10% of total contact amount or $54,810 as authorized in Corona Municipal Code Section 3.08.050(H).
e. Authorize an appropriation of $569,279 from the Sewer Utility Fund 572 to the Reconditioning of Sewer Drying Beds at Water Reclamation Facility 1 Operating and Maintenance Project No. 77920.

That the Corona Utility Authority review, ratify, and to the extent necessary, direct that the City Council take the above actions.

BACKGROUND & HISTORY:

The City of Corona’s Water Reclamation Facility 1 (WRF 1) has served as a cornerstone of the City’s wastewater treatment and biosolids management since its establishment.

Over the decades, WRF 1 has evolved to meet the growing needs of the community and increasingly stringent regulatory requirements, with a focus on maintaining public health, environmental protection, and operational efficiency. The drying beds, originally constructed in the 1960s, serve as a vactor truck decanting station to safely unload sewer system debris and sludge collected by the City’s vactor/vacuum trucks. The drying beds separate liquids from solid waste. While the liquid drains into the water reclamation system, the solids dry and are collected by the City’s waste pickup contractor and safely disposed. This designated area serves as a safe disposal site to support the City’s biosolids management strategy and ensure compliance with applicable standards. The drying beds have experienced significant wear and deterioration over time.

Comprehensive reconditioning is required to ensure efficient separation of solids from liquid waste. This project will convert the existing facilities into a modern multi-bay Sewer Vactor Truck Dump Station to support long-term operational needs of the utility.

ANALYSIS:

On February 5, 2026, Notice Inviting Bids (NIB) 26-019AT was solicited following the City of Corona Municipal Code (CMC) Section 3.08.090 Public projects – formal bidding procedure and the City’s purchasing policy through the City’s PlanetBids bidding portal.

Initially, project bidding was limited to the City’s pre-qualified contractors, Pipeline category only; with 17 pre-qualified contractors to perform pipeline projects. On February 12, 2026, the City issued Addendum No. 1 to open bidding to another 16 prequalified

contactors from the water reclamation, sewage pump station & sewer system mechanical category. On February 18, 2026, eight contractors attended a mandatory job walk held at the project site, two of which were not on the list of pre-qualified contractors for both categories. These two prospective bidders responded to RFQ 21-078CA, Request for Prequalification of Contractors for Water, Sewer, & Water Reclamation Projects. The prequalification process requires the prospective bidders to submit a packet of documents including a comprehensive list of other similar projects completed by the contractor. The prequalification packet was reviewed for approval by the City’s Public Works Department.

In this case, two of the bidders that participated in the job walk submitted prequalification packets, but one was incomplete and the other did not submit a bid on the project by the due date. Four bids were received through the PlanetBids bidding service by the due date of March 11, 2026, from the following contractors:

Vendor City Bid
Amount
RE Chaffee Construction Wrightwood $486,500
Pacific Hydrotech Corporation Perris $548,100
Augustine General Engineering,
Inc.

Alta Loma $688,000
SCW Contracting Corp Fallbrook $877,459
The initial low bidder has been disqualified because they are not on the Utilities Department list of pre-qualified contractors. As a result, Pacific Hydrotech Corporation has been designated the lowest responsive, responsible bidder. Pacific Hydrotech’s bid schedule is provided below.

Scope of Work Cost
MOBILIZATION AND DEMOBILIZATION $73,900

CONSTRUCTION SURVEY STAKING AND VERIFICATION OF
UTILITY LOCATIONS AND FIELD DIMENSION $3,700
PROJECT RECORD DOCUMENTS $1,500
SITE DEMOLITION $52,200
REINFORCED CONCRETE SLAB ON GRADE $273,600

REINFORCED CONCRETE FOOTINGS, PADS, WALLS, AND
INCIDENTAL STRUCTURES $105,100
PVC GRAVITY SEWER PIPE $38,100
Project Total Cost $548,100
City staff will provide project management to uphold the contract documents while interacting with the contractors to lead progress meetings, prepare and maintain project reports, oversee the schedule and budget, verify proper procedures, and ensure turnaround times for document review and approval are followed. To ensure compliance with the plans and specifications, a City inspector will be on-site on an as-needed basis.

GHD, the design engineering firm for this project, will provide engineering support.

Materials testing will be provided through an existing on-call agreement.

FINANCIAL IMPACT:

Approval of the recommended actions will result in an appropriation in the amount of $569,279 from the Sewer Utility Fund 572 to the Reconditioning of Sewer Drying Beds at WRF 1 Operating and Maintenance Project No. 77920. There is sufficient working capital for the recommended actions.

The breakdown of the request is as follows:

Construction Administration (Inspection, Project
Management, Engineering Support, and Materials
Testing)
$80,000
Pacific Hydrotech Corporation Construction
Contract
$548,100
10% Change Order Authority $54,810
Total Project Cost $682,910
Current Project Balance $113,631
Appropriation Needed $569,279
ENVIRONMENTAL ANALYSIS:

This action is categorically exempt pursuant to Section 15301 of the Guidelines for the California Environmental Quality Act (CEQA), which states that “operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the CEQA determination” and is therefore exempt from CEQA. This action involves repair and minor alterations to an existing facility. Therefore, no environmental analysis is required.

PREPARED BY: CARLOS DE LEON, PROJECT COORDINATOR
REVIEWED BY: TOM MOODY, UTILITIES DIRECTOR
ATTACHMENTS:

1. Exhibit 1 – Plans and Specifications

2. Exhibit 2 – Construction Contract

TITLE SHEET

CITY OF CORONA
CIP
FOR

RECONDITIONING OF SEWER DRYING
BEDS AT WRF1
PROJECT NUMBER CIP-77920
CORONA CITY COUNCIL:

MAYOR: JIM STEINER
VICE MAYOR: JACQUE CASILLAS
COUNCIL MEMBER: TONY DADDARIO
COUNCIL MEMBER: TOM RICHINS
COUNCIL MEMBER: WES SPEAKE
TREASURER: CHAD WILLARDSON
Underground Service Alert
DIAL: 811
Call: TOLL FREE

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1

VICINITY MAP
N.T.S.

PROJECT SITE

LOCATION MAP
N.T.S.

PROJECT

LOCATION
DWG. NO. SHEET NO. DESCRIPTION
G1 1 TITLE SHEET
G2 2 GENERAL NOTES, ABBREV., AND LEGEND
C1 3 DEMOLITION PLAN
C2 4 DEMOLITION PHOTOS
C3 5 SITE PLAN
C4 6 DETAILS
S1 7 STRUCTURAL NOTES
S2 8 STRUCTURAL PLAN AND DETAILS
SHEET INDEX:

THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2023.25) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID

BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA (S.N.N.A.) CONTINUOUSLY OPERATING REFERENCE STATIONS (C.O.R.S.):

S.N.N.A. CAIV:

NORTHING = 2180252.19' EASTING = 6108845.01'
S.N.N.A. CANC:

NORTHING = 2268575.46' EASTING = 6160124.10'
THE COMBINATION FACTOR FOR THIS PROJECT WAS APPLIED AT THE FOLLOWING POINT:

NORTHING = 2270320.53' EASTING = 6151559.95'
MAPPING ANGLE = -0°44'33'' SCALE FACTOR = 1.00002127
BASIS OF BEARING:

CONTROL POINTS
CP# NORTHING EASTING ELEVATION DESCRIPTION
CP101 2270746.03' 6149696.12' 552.93' SET MAGNETIC NAIL/SHINER CP108 2270825.28' 6149887.48' 570.59' SET MAGNETIC NAIL WITH WASHER Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025 9/17/2025

GENERAL NOTES, ABBREV., AND LEGEND

1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND

STANDARD PLANS OF THE DEPARTMENTS OF WATER AND POWER AND PUBLIC

WORKS OF THE CITY OF CORONA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (DIAL 811) TWO FULL WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE OF ANY CONSTRUCTION

ACTIVITIES, THAT COULD AFFECT ANY UNDERGROUND UTILITY, INCLUDING

PAVEMENT REMOVAL, EXCAVATION, OR AC OVERLAY AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO PERMIT ISSUANCE.

3. THE CONTRACTOR SHALL OUTLINE THE EXCAVATION IN ACCORDANCE WITH GOVERNMENT CODE 4216 AND NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST TWO FULL WORKING DAY (48 HOURS MINIMUM) PRIOR TO ANY CONSTRUCTION.

4. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND PERPETUATED IN PLACE.

ANY DISTURBED OR COVERED MONUMENTS SHALL BE RESET BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.

5. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO ASCERTAIN

THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE

CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION.

6. PUBLIC WORKS INSPECTION SHALL BE CALLED FOR ANY WORK THROUGH THE CITY OF CORONA, 48 HOURS PRIOR TO STARTING WORK: (951) 279-3511.

7. PUBLIC WORKS ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ANY IMPROVEMENT WORK IN THE PUBLIC RIGHT-OF-WAY.

8. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS FOR WORK IN THE

PUBLIC RIGHT-OF-WAY
GENERAL NOTES:

A AMPS

AC ASPHALT CONCRETE

AL ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BASECOURSE

BOT BOTTOM

C/W COMPLETE WITH

CLR CLEARANCE

CONC CONCRETE

CONT CONTINUOUS
CORP. CORPORATION

CS CONTROL STATION

CTR CENTER

DEMO DEMOLISH/DEMOLISION

DI DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DS DOWNSTREAM

DWG DRAWING

DWLS DOWELS

E EASTING
(E) EXISTING

EG EXISTING GRADE

EL/ELEV ELEVATION

EMBED EMBEDDED

ETC ETCETERA

EW EACH WAY

FF FINISHED FLOOR

FG FINISHED GRADE

FIP FEMALE IRON PIPE

FIG FIGURE

FLG FLANGE

FRP FIBERGLASS-REINFORCED PLASTIC

FS FINISHED SURFACE

FT FEET
F.V. FIELD VERIFY

GALV GALVINIZED

GB GRADE BREAK

GE GROVED END

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE
I.D. INNER DIAMETER

IN STRUCTURE INVERT INCOMING

INV INVERT

LB/LBS POUNDS

LP LOW POINT

MAX MAXIMUM

MGD MILLION GALLONS PER DAY

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTHING
(N) NEW

NO NUMBER
N.P.T. NATIONAL PIPE TAPERED THREADS
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTER DIAMETER

OSHA OCCUPATIONAL SAFETY AND HEALTH

OUT STRUCTURE INVERT OUTBOUND

PE PLAIN END

PREFAB PREFABRICATED

PROP PROPOSED

PSI POUND FORCE PER SQUARE INCH

PVC POLYVINYL CHLORIDE PIPE

QTY QUANTITY

RAS RETURN ACTIVATED SLUDGE
R.C. RELATIVE COMPACTION

REQ'D REQUIRED

SCH SCHEDULE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

TC TOP OF CONCRETE

TG TOP OF GRATE

TW TOP OF WALL

TS TOP OF SLAB

TYP TYPICAL

W/ WITH
ABBREVIATIONS:

REMOVE AND DISPOSE OF
LEGEND:

CONCRETE
(E) ASPHALT PROTECT IN PLACE
(E) CONTOUR
GENERAL SHEET SYMBOLS:

TITLE

DETAIL NUMBER

SHEET ON WHICH

DETAIL APPEARS
A
M-3

SECTION NUMBER

SHEET ON WHICH

DETAIL APPEARS

SECTION INDICATOR

DETAIL INDICATOR

EDGE OF PAVEMENT

CHAIN LINK FENCE

SS (N) UNDERGROUND SEWER

ASPHALT PAVEMENT REMOVE AND DISPOSE
SIGN
LADDER
GATE

CONTROL POINT

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE

PHOTO INDICATOR

SHEET ON WHICH

PHOTO APPEARS
X-501
1 (E) RETAINING WALL
(N) WALL WITH DRAIN
GB

LIGHT STANDARD

TOP OF SLOPE

TOE OF SLOPE
(N) GRADE BREAK
554
554 (N) CONTOUR
SAWCUT

ROCK AND PERFORATED DRAIN REMOVAL

GB (E) GRADE BREAK

CLEANOUT
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

SS
SS

SS SS SS SS SS SS
(570.15) TW
(568.73) EG
N: 2270804.11
E: 6149916.82
(569.57) TW
(568.67) EG
N: 2270750.64
E: 6149974.67
(569.75) TW
(569.62) EG
N: 2270649.00
E: 6149880.42
(570.24) TW
(569.78) EG
N: 2270702.48
E: 6149822.54

BEGIN REMOVAL
N: 2270775.13
E:6149943.56

END REMOVAL
N: 2270777.61
E:6149943.07

END REMOVAL
N: 2270682.69
E:6149857.50
SS
SS
SS
SS
SS
SS

END REMOVAL
N: 2270800.98
E:6149906.97

GB GB GB GB GB GB GB GB GB
GB GB

GB GB GB
0 10' 20'
SCALE: 1"=10'

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE

DEMOLITION PLAN

DESCRIPTION

DEMOLITION NOTES
NO.

REMOVE AND DISPOSE OF 6" OF EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE EXISTING EXTERIOR WALLS AND REPAIR DAMAGED CONCRETE (~10 SF) PER DETAIL 6 ON SHEET S2.

REMOVE AND DISPOSE EXISTING OVERFLOW DRAIN STRUCTURE INCLUDING WEIR GATE.

REMOVE AND DISPOSE OF 12"X12" CONCRETE WALLS AND EXISTING ROCK.

REMOVE AND DISPOSE EXISTING CLEANOUTS AND CONCRETE.

REMOVE AND DISPOSE EXISTING 6" PVC SEWER.
1 2
3 4
5 7
10 PROTECT IN PLACE EXISTING ASPHALT.
11 PROTECT IN PLACE EXISTING RECYCLED WATER.

LEGEND:
3 2
2 4
1 1
EXISTING BAY #1.A. EXISTING BAY #1.B.

EXISTING BAY #1.A.

ACCESS RAMP
EXISTING BAY #1.B.

ACCESS RAMP
2 X
C2
A
C2
PHOTO INDICATOR. SEE DEMOLITION PHOTOS, SHEET C2.

ASPHALT PAVEMENT REMOVAL AND DISPOSE

ROCK AND PERFORATED DRAIN REMOVAL AND DISPOSE

OVERFLOW DRAIN AND TRENCH DRAIN WALLS

REMOVAL AND DISPOSE

ACCESS ROAD
5 EXISTING BAY #2

REMOVE AND DISPOSE OF
C
C2
B
C2
D
C2
7 11

ASPHALT PAVEMENT PROTECT IN PLACE
10 10
10 10
L = 43'
L = 127' 7
E
C2
EX. 6" PVC
1 2
EX. K-RAIL BARRIER
EX. METAL PIPE
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

3 2
0 10' 20'
SCALE: 1"=10'

DEMOLITION PHOTOS

DESCRIPTION

DEMOLITION NOTES
NO.

REMOVE AND DISPOSE OF 6" OF EXISTING ASPHALT PAVEMENT.

PROTECT IN PLACE EXISTING EXTERIOR WALLS AND REPAIR DAMAGED CONCRETE (~10 SF) PER DETAIL 6 ON SHEET S2.

REMOVE AND DISPOSE EXISTING OVERFLOW DRAIN STRUCTURE INCLUDING WEIR GATE.

REMOVE AND DISPOSE OF 12"X12" CONCRETE WALLS AND EXISTING ROCK.

REMOVE AND DISPOSE EXISTING CLEANOUTS AND CONCRETE.

REMOVE AND DISPOSE STRAW WADDLES.

REMOVE AND DISPOSE SAND BAGS.
1 2
3 4
5 6
8 7 REMOVE AND DISPOSE EXISTING 6" PVC SEWER.

LEGEND:

ASPHALT PAVEMENT REMOVAL AND DISPOSE

ROCK AND PERFORATED DRAIN REMOVAL AND DISPOSE

OVERFLOW AND TRENCH DRAIN REMOVAL AND DISPOSE

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE
EXISTING BAY #1.A. AND #1.B.

SEWER VACTOR DUMP STATION
N.T.S.

A
C1
C1
CLEANOUT 1
N.T.S.

B

OVERFLOW DRAIN STRUCTURE
N.T.S.

D
C1
CLEANOUT 2
N.T.S.

C
1 C1 1
2 3 2
4 5
8 6
8 6
5 8
6 8
5 2
6 X
C2 PHOTO INDICATOR. SEE DEMOLITION PHOTOS, SHEET C2.

REMOVE AND DISPOSE OF
EXISTING BAY #1.A. EXISTING BAY #1.B.

EXISTING BAY #1.A.

EXISTING BAY #1.B.

TRENCH DRAIN
N.T.S.

E
C1
8 4
7 3
4 4
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

SS SS SS SS SS SS SS

GB GB GB GB GB

GB GB GB GB GB GB GB GB GB GB GB
SS
SS
SS
SS
SS

SS SS SS

GB GB GB GB GB
568.08 FS
568.04 INV-DS
568.12 FS
568.08 INV-DS
568.06 TG/LP
565.89 INV-OUT
568.16 TG/LP
565.99 INV-OUT
568.26 TG/LP
566.09 INV-OUT
568.36 TG/LP
566.19 INV-OUT
568.46 TG/LP
566.29 INV-OUT
(569.82) EG/FS

JOIN EXISTING
N: 2270648.02
E: 6149879.35
(569.77) TW
(568.72) EG
569.34 FS
N: 2270662.64
E: 6149892.95
(569.76) TW
(568.76) EG
569.21 FS
(569.63) TW
(568.69) EG
568.91 FS
(569.57) TW
(568.67) EG
568.90 FS
N: 2270750.59
E: 6149974.62
(569.70) TW
(568.65) EG
569.08 FS
(570.15) TW
(568.73) EG
568.90 FS
N: 2270804.10
E: 6149916.81
(570.17) TW
(568.74) EG
568.82 GB/FS
(570.20) TW
(568.71) EG
568.91 FS
(570.19) TW
(568.69) EG
569.08 FS
(570.20) TW
(568.62) EG
569.21 FS
(569.93) EG/FS

JOIN EXISTING
N: 2270701.40
E: 6149821.68
(570.12) TW
568.18 FS
N: 2270779.66
E: 6149943.21
(570.07) EG
570.07 FS
N: 2270799.57
E: 6149908.52
565.45 INV
570.12 TW
568.62 FS
N: 2270687.52
E: 6149866.11
570.12 TW
568.62 FS
N: 2270691.60
E: 6149861.71
Line Table: 6" PVC Sewer
Line #
L1
L2
L3
L4
L5
L6
L7
Length

34.00 2.99

20.00 20.00

20.00 20.00

8.37 Slope

0.5%

0.5%

0.5%

0.5%

0.5%

0.5%

0.5%
Direction
N47° 09' 21.21"W
N42° 47' 43.17"E
N42° 47' 42.79"E
N42° 47' 42.73"E
N42° 47' 42.79"E
N42° 47' 42.79"E
N42° 47' 42.79"E
Start Point (N,E)
(2270799.57,6149908.52)
(2270776.44,6149933.45)
(2270774.25,6149931.42)
(2270759.57,6149917.83)
(2270744.90,6149904.25)
(2270730.22,6149890.66)
(2270715.55,6149877.07)
End Point (N,E)
(2270776.44,6149933.45)
(2270774.25,6149931.42)
(2270759.57,6149917.83)
(2270744.90,6149904.25)
(2270730.22,6149890.66)
(2270715.55,6149877.07)
(2270709.40,6149871.38)
568.62 FS
N: 2270709.40
E: 6149871.38
566.09 INV
Line Table: 4" Laterals
Line #
L9
L10
L11
L12
L13
Length

11.31 11.31

11.31 11.31

11.31 Slope

2.12%

2.12%

2.12%

2.12%

2.12%
Direction
N02° 12' 17.21"W
N02° 12' 17.21"W
N02° 12' 17.21"W
N02° 12' 17.21"W
N02° 12' 17.21"W
Start Point (N,E)
(2270774.25,6149931.42)
(2270759.57,6149917.83)
(2270744.90,6149904.25)
(2270730.22,6149890.66)
(2270715.55,6149877.07)
End Point (N,E)
(2270762.94,6149931.86)
(2270748.27,6149918.27)
(2270733.59,6149904.68)
(2270718.92,6149891.09)
(2270704.24,6149877.51)
(570.23) TW
(568.65) EG
569.34 FS
N: 2270716.05
E: 6149835.30
(570.12) TW
568.16 FS
N: 2270775.58
E: 6149947.64
(569.59) TW
(568.62) EG
568.82 GB/FS
568.18 FS
N: 2270774.70
E: 6149935.33
565.63 INV
(570.18) TW
(568.73) EG
568.85 FS
565.48 INV
568.56 FS
568.12 FS
568.08 INV-DS
568.16 FS
568.12 INV-DS
568.20 FS
568.16 INV-DS
568.24 FS
568.20 INV-DS
568.28 FS
568.24 INV-DS
568.32 FS
568.28 INV-DS
568.36 FS
568.32 INV-DS
568.40 FS
568.36 INV-DS
568.44 FS
568.40 INV-DS
568.48 FS
568.44 INV-DS
568.52 FS
568.48 INV-DS
568.56 FS
568.52 INV-DS
568.56 FS
568.12 FS 568.12 FS -6.99%
-2.95%
-2.40%
-2.00% -2.00%
-2.00% -2.00%
-2.00% -2.00% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% -0.50% 569
569
569
0 10' 20'
SCALE: 1"=10'

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE

SITE PLAN

CONSTRUCTION NOTES
NO. DESCRIPTION
CONSTRUCT 6" PVC SDR 26 SEWER PER CITY OF CORONA STD. 308.

CONSTRUCT 6" THICK CONCRETE SLAB AND CONCRETE APPROACH PER DETAIL 1 ON SHEET S2.
3 4
CONSTRUCT TRENCH DRAIN PER DETAIL 2 ON SHEET S2.

CONSTRUCT ASPHALT PAVEMENT PER DETAIL 1 ON SHEET C4.
5 6
2 CONSTRUCT 4" PVC SDR 26 SEWER LATERAL PER DETAIL 3 ON SHEET C4. 1 CONSTRUCT 6" CLEANOUT PER CITY OF CORONA STD. 307.
7 PROTECT IN PLACE EXISTING ASPHALT.
8 SAWCUT EXISTING ASPHALT.
9 10
INSTALL PVC TEE FITTING.

CONNECT TO EXISTING SEWER PER DETAIL 2 ON SHEET C4. REPAIR ASPHALT PER DETAIL 1 ON SHEET C4.

LEGEND:

PROPOSED CONCRETE SLAB AND APPROACH
3 4
4 5
4 3
565.65 INV
565.75 INV
565.85 INV
565.95 INV
566.05 INV
7 2
2 2
2 2
1 8

EXISTING ASPHALT PAVEMENT PROTECT IN PLACE

9.00'

16.00'

8.00'
(TYP)
1 9
10 JOIN

EXISTING
EX. 6" PVC
6 6

PROPOSED ASPHALT PAVEMENT
570
570
570
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE

DETAILS
1 - TYP PAVEMENT DETAIL
SCALE: NTS
2 - CONNECTION DETAIL
SCALE: NTS
4" AC PAVING
6" OF CALTRANS CLASS 2
AGGREGATE BASE AT 95%
R.C.

CONNECT TO EX PIPE W/

FERNCO STRONG BACK RC

COUPLING

EX PVC PIPE
3 - TYP SECTION DRAIN DETAIL
SCALE: NTS
4" PVC SDR 26 SEWER

LATERAL
2 S2
SCARIFY 6" MIN OF SUBGRADE
AND RE COMPACT TO 90% R.C.
4" PVC SDR 26 45°
ELBOW (TYP.)
4" PVC SDR 26 SHORT
SPOOL
6"X4" PVC SDR 35 WYE ROTATED 45°

PIPE ZONE
4" PVC SDR 26 SHORT SPOOL
8" LONG 4" PVC SDR 26 SPOOL
570.12 TW

INV-DS PER
PLAN
4" PVC SDR 26 45°
ELBOW (TYP.)
6" PVC SDR 35 SEWER.

INV PER PLAN

TOP OF PIPE

BOTTOM OF PIPE

TG/LP PER PLAN
4" PVC SDR 26 45°
ELBOW (TYP.)
570.12 TW

FS PER PLAN FS PER PLAN

CONCRETE PAD PER
DETAIL 1 ON S2

CONCRETE PAD

INTERSECTION OF EXISTING
WALL PER DETAIL 4 ON S2

STRUCTURAL FILL PER
DETAIL 1 ON S2

FG PER PLAN

EXISTING
WALL
2 SACK SLURRY

INV-OUT PER PLAN
6" PVC SDR 26 SEWER
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE

STRUCTURAL NOTES

GENERAL REINFORCING STEEL ABBREVIATIONS
Ld Ldh Ls
@ AT
℄ CENTERLINE
# POUND

AB ANCHOR BOLT

ACI AMERICAN

CONCRETE

INSTITUTE

ADDL ADDITIONAL

AGG AGGREGATE

AISC AMERICAN INSTITUTE

OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL

STANDARDS

INSTITUTE

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY

FOR TESTING &

MATERIALS

AWS AMERICAN WELDING

SOCIETY
BD BLDG. DEPT.

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAILING

BOT BOTTOM

BTW BETWEEN

C CHANNEL

CALC CALCULATIONS

CBC CALIFORNIA

BUILDING CODE

CJ CONSTRUCTION
JOINT

CLG CEILING

CLR CLEAR

CI CAST IRON

CIP CAST-IN-PLACE

CMU CONCRETE

MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONST CONSTRUCTION

CTR/CNT'D CENTER

CTSK COUNTERSUNK

DBL DOUBLE

DF DOUGLAS FIR

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DO DITTO

DP DEEP

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING
(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELV/EL ELEVATION

ELEC ELECTRICAL

EMB/EMBED EMBEDMENT

EN EDGE NAILING

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

ETC ETCETERA

EXT EXTERIOR

FND FOUNDATION

FD FLOOR DRAIN

FF FINISH FLOOR

FG FINISH GRADE

FIN FINISH

FL FLOW LINE

FLG FLANGE

FLR FLOOR

FN FIELD NAILING

FOM FACE OF MASONRY

FOS FACE OF STUD

FS FAR SIDE

FT FOOT/FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GLB GLUED LAMINATED
BEAM

GYP BD GYPSUM BOARD

HDR HEADER

HDG HOT-DIP

GALVANIZED

HORIZ HORIZONTAL

HGT/HT HEIGHT

HRG HANGER

HSS HOLLOW

STRUCTURAL

SECTION

INTR INTERIOR

JST JOIST

JNT JOINT
∠ ANGLE

LB POUND

LG LONG
LHE LOW HYD. ELECT

LT WT LIGHT WEIGHT

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MLB MICRO LAMINATED
BEAM

MTL METAL
(N) NEW

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OH OVERHANG

OPNG OPENING

OSB ORIENTED STRAND
BOARD

PARTN PARTITION
P.L. PROPERTY LINE

PL PLATE

PLB PARALAM BEAM

PLYWD/PLY PLYWOOD

PRE-FAB PREFABRICATED

PSF POUNDS PER

SQUARE FOOT

PSI POUNDS PER

SQUARE INCH

PT PRESSURE TREATED

PTDF PRESSURE TREATED

DOUGLAS FIR

R/RAD RADIUS

RC RELATIVE

COMPACTION

REINF REINFORCING

REQD REQUIRED

RFTR RAFTER

RO ROUGH OPENING

SAD SEE

ARCHITECTURAL

DRAWINGS

SCH SCHEDULE

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SMS SHEET METAL
SCREWS

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

SQ SQUARE

SS SELECT

STRUCTURAL

STAG STAGGERED

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT /
STR

STRUCTURAL

SW SHEARWALL
T. TOP

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

THK THICK

TN TOE NAIL

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FRAMING

TOL TYOP OF LEDGER

TOP TOP OF PLYWOOD /
PAVING

TOS TOP OF STEEL /

SHEATHING

TS TUBE STEEL
TSG TAPERED STL.

GIRDER

TW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

U/S UNDER SIDE OF

VERT VERTICAL

VIF VERIFY IN FIELD

WP WORK POINT

WD WOOD
w/ WITH
w/o WITHOUT

WWF WELDED WIRE
FABRIC

WWM WIRE MESH

W WIDE FLANGE BEAM

WT STRUCTURAL TEE
CONCRETE NOTES:

TABLE 1705.3 - CONCRETE CONSTRUCTION
ITEM 1:INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING

TENDONS, AND PLACEMENT

PERIODIC CONTINUOUS
ITEM 3:

PERIODIC CONTINUOUS
REFERENCE STANDARD:

ACI-318, SECTIONS 3.5, 7.1 - 7.7
ITEM 4: INSPECTION OF ANCHORS POST INSTALLED IN HARDENED

CONCRETE MEMBERS
ITEM 5: VERIFYING USE OF REQUIRED DESIGN MIX.

PERIODIC CONTINUOUS

PERIODIC CONTINUOUS
ITEM 6:

PERIODIC CONTINUOUS
ITEM 7:INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

ITEM 8:INSPECTION FOR MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.

PERIODIC CONTINUOUS

PERIODIC CONTINUOUS
ITEM 9: INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

PERIODIC CONTINUOUS
REFERENCE STANDARD:

ACI 318, SECTIONS 8.1.3, 21.1.8
REFERENCE STANDARD:

ACI 318, SECTIONS 8.1.3, 21.1.8
REFERENCE STANDARD:

ACI 318, CHAPTER 4 AND
SECTIONS 5.2-5.4
REFERENCE STANDARD:

ASTM C172, ASTM C31, ACI 318,
SECTIONS 5.6 AND 5.8
REFERENCE STANDARD:

ACI 318, SECTIONS 5.9 AND 5.10
REFERENCE STANDARD:

ACI 318, SECTIONS 6.1.1
ITEM 2:INSPECTION OF REINFORCING STEEL WELDING , ITEM 2C

PERIODIC CONTINUOUS
REFERENCE STANDARD:

AWS D1.4, ACI 318: 3.5.2
REFERENCE STANDARD: ACI
318, SECTIONS 5.11 - 5.13

AT TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

INSPECTION OF ANCHORS CAST IN CONCRETE

SPECIAL INSPECTION

DESIGN CRITERIA

GRATING NOTES
SCOPE: A. TYPE
1) VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
2) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.
3) PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.
5) PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

PERIODIC CONTINUOUS

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOIL
TABLE 1705.6 - SOILS AND FOUNDATION

PERIODIC CONTINUOUS

PERIODIC CONTINUOUS

PERIODIC CONTINUOUS

PERIODIC CONTINUOUS

SPECIAL INSPECTION

SOIL NOTES
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

CITY OF CORONA

RECONDITIONING OF SEWER
DRYING BEDS AT WRF1
Underground Service Alert
DIAL: 811
Call: TOLL FREE

STRUCTURAL PLAN AND DETAILS

PLAN VIEW
SCALE: 1/16" = 1'
2 ~
4 ~
1 ~ SLAB ON GRADE
SCALE: NTS
2 ~ WALL SECTION
SCALE: 1" = 1'-0"
4 ~

INTERSECTION W/ (E) WALL
SCALE: 1" = 1'-0"
3 ~ GRATING DETAIL
SCALE: 1 1/2" = 1'-0"
CL
5 ~ TRENCH SLAB REINFORCEMENT
SCALE: 1" = 1'-0"
6 ~ SPALLED CONCRETE REPAIR - REINF STEEL NOT EXPOSED
SCALE: NTS
6 ~
2 C4
1 ~
4 ~
4 ~
4 ~
3 ~
5 ~
Docusign Envelope ID: 3568AB3F-BD8E-45D7-9F42-E7D06404FCA2 9/17/2025

1-22-dp 00 01 10 – Table of Contents - 1 of 2
SECTION 00 01 10

TABLE OF CONTENTS
DIVISION 1 GENERAL REQUIREMENTS

1. Section 01 10 01: Summary of Work and Sequence of Construction

2. Section 01 10 03: Coordination

3. Section 01 22 00: Unit Prices

4. Section 01 29 73: Schedule of Values

5. Section 01 31 19: Project Meetings

6. Section 01 32 00: Construction Progress Documentation

7. Section 01 32 23: Construction Survey Staking

8. Section 01 32 33: Construction Photographic and Video Documentation

9. Section 01 33 00: Submittal Procedures

10. Section 01 35 26: Governmental Safety Requirements

11. Section 01 40 00: Quality Requirements

12. Section 01 50 00: Temporary Facilities and Controls

13. Section 01 63 00: Product Substitution Procedures

14. Section 01 65 00: Product Delivery Requirements

15. Section 01 66 00: Product Storage and Handling Requirements

16. Section 01 71 13: Mobilization and Demobilization

17. Section 01 73 00: Execution

18. Section 01 74 00: Cleaning and Waste Management

19. Section 01 77 00: Closeout Procedures

20. Section 01 78 39: Project Record Documents
DIVISION 2 EXISTING CONDITIONS

21. Section 02 41 13: Selective Site Demolition
DIVISION 3 CONCRETE

22. Section 03 10 00: Concrete Forming

23. Section 03 15 00: Concrete Accessories

24. Section 03 20 00: Concrete Reinforcing

25. Section 03 30 00: Cast-in-Place Concrete

26. Section 03 35 00: Concrete Finishing

27. Section 03 39 00: Concrete Curing
DIVISION 7 THERMAL AND MOISTURE PROTECTION

28. Section 07 92 00: Joint Sealants
DIVISION 31 EARTHWORK

29. Section 31 05 16: Aggregate and Rock Products for Earthwork

30. Section 31 05 50: Protecting Existing Utilities

31. Section 31 23 00: Excavation and Fill

32. Section 31 23 13: Subgrade Preparation
DIVISION 32 EXTERIOR IMPROVEMENTS

33. Section 32 12 16: Asphalt Paving Systems Conforming to Greenbook Specifications

34. Section 32 12 73: Concrete Paving Joint Sealants
DIVISION 33 UTILITIES

35. Section 33 08 31: Leakage and Infiltration Testing of Gravity Sewer Pipelines

36. Section 33 30 31: PVC Gravity Sewer Pipe

END OF SECTION

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SECTION 01 10 01

SUMMARY OF WORK AND SEQUENCE OF CONSTRUCTION
PART 1 - GENERAL

1.1 Work Covered by Contract Documents
A. This section provides a summary of the Work, the location, Work sequence, closeout, Contractor use of premises, and activities by others at the Project site.

B. The Work includes furnishing products, labor, tools, transportation, and services to construct a complete and fully operational potable water system, and chemical feed facility including:

1. Demolishing existing utilities, piping, valves, and pavement improvements.

2. Constructing sitework, including, Portland cement concrete paving, concrete wall structure, precise grading, and miscellaneous site improvements.

3. Constructing on-site utilities, including sewer piping, drains, clean outs and miscellaneous buried utilities.

C. Furnish and install complete operating engineered systems including appurtenant structural, and/or mechanical mountings fittings or connections required for compliance with Manufacturer’s installation requirements, for compliance with applicable building and plumbing, codes and standards, and as needed to permit systems to perform all functions required by Contract Documents and described in Manufacturer’s printed literature.

D. Contractor’s submission of bid shall constitute acknowledgment that, if awarded the contract, they have relied upon and are relying upon their own examination of (a) the Work site, (b) access to the Work site, (c) the conditions under which Work is to be performed and (d) all other data and matters requisite to fulfillment of Work and on their knowledge of existing facilities on and near the Work site.

1.2 Project Location
A. Project address is as follows:

WRF 1 Sewer Vactor Truck Dump Station
2205 Railroad Street
Corona, California 92878
B. Project site conditions are as follows:

Ground Elevation: ± 560 feet MSL
Typical Temperature Range: 42°F - 90° F
Relative Humidity: 42% to 63%
C. Equipment shall be designated to operate at the project site. Derating and necessary oversizing to meet specified performance criteria shall be incorporated into equipment design. Outside air containing dust will be circulated to cool equipment.

Equipment shall be designed to prevent damage from high or low ambient temperature within the specified range, freezing, airborne dust, winds of up to 100 mph, and wet weather conditions. Equipment shall be designed to function satisfactorily under said conditions. All electrical and mechanical equipment shall be suitably sealed.

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1.3 Normal Working Hours
A. Contractor shall conduct all Work within the following City-accepted schedule:

1. Normal Work Hours: 7:00 AM to 5:00 PM

2. Normal Work Days: Monday through Friday, excepting legal holidays.

B. Exceptions to this Work schedule shall be only as accepted in writing by City.

C. No work, including, but not limited to use of powered vehicles, use of construction equipment, loading and unloading vehicles, and use of power tools, shall be done outside of normal work hours and work days, except where necessary for proper care and protection of Work already performed, or except in case of emergency, and in any case only with written notice to City’s Representative.

1.4 Reference Standards
A. Where items of Work are not fully specified in this document, refer to the following Reference Standards in order of precedence shown.

1. Federal, State, and local regulations and permit requirements,

2. These Contract Documents,

3. City’s published Design Criteria, Standard Drawings, and Standard Specifications

4. Published Design Criteria and Standard Drawings of public and private agencies having jurisdiction over portions of work within their service area. These include:

5. Standard Specifications for Public Works Construction “Greenbook” B. The most recent editions and supplements to these documents adopted as of date of advertisement for bid shall govern Work covered by these Contract Documents except as expressly modified herein.

PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION

3.1 Work Sequence
A. The general sequence of Work shall be as follows:

Preparation

1. Before beginning Work, complete the following:
a. Coordinate with servicing electrical utility regarding electric service to site. b. Obtain required permits, licenses, construction easements, and agreements. c. Call Underground Service Alert and utilities to obtain staking and marking of buried utilities.
d. Submit proposed schedule of Work, insurance and bonds. e. Pothole as needed to supplement staking and marking. f. Take preconstruction photographs.
g. Verify utility locations, field dimensions, pipe types and voltage and phase of on-site electrical services.
h. If discrepancies or conflicts are found, bring these to attention of City’s Representative.

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i. Submit Shop Drawings and other submittals.

2. Begin manufacturing and shipping materials and equipment after receiving accepted submittals.

Mobilization

3. Provide traffic control facilities.

4. Establish field office.

5. Construct temporary access to site.

6. Construct temporary security fencing, cameras, and appurtenances.

7. Construct temporary bypass piping and closure of facilities for existing water piping where required.

Construction

8. Complete demolition Work as shown on the drawings..

9. Construct all proposed facilities..

10. Complete finish grading.

11. Complete final paving.

Startup and System Demonstration

12. Perform pressure testing

13. Perform equipment testing and startup.

14. Demonstrate satisfactory installation and operation of installed work, including performing vendor and system functional tests.

Closeout

15. Remove fencing and construction equipment.

16. Provide schedule of equipment and materials costs.

17. Provide operator training, including O&M manuals containing engineering Catalog Data and Shop Drawings on all equipment.

18. Provide record drawings.

19. Clean up and restore construction areas.

20. Provide warranty as specified.

3.2 Activities by Others
A. The City, utilities, and others may perform activities within the Project area while Work is in progress.

1. Schedule Work with the City, utilities, and others to minimize mutual interference and delays.

B. Activities performed by others may include the following construction projects, or maintenance and operational activities:

1. Routine inspection, maintenance, and repair of existing facilities

2. There are no known concurrent construction projects at this location C. When cooperation fails, submit recommendations and perform Work in coordination with work of others as directed.

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D. When Work depends, for proper execution or results, upon work performed by others, inspect and promptly report apparent discrepancies or defects in work performed by others.

3.3 Responsibility for Job Site Conditions
A. Contractor shall assume sole and complete responsibility for jobsite conditions during course of construction of Work, including safety and health of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that Contractor shall defend, indemnify and hold City and design consultant harmless from any and all liability except that arising from the sole negligence of City or design consultant.

B. Refer to Section 01 35 26 for jobsite safety requirements.

3.4 Occupancy
A. Successful completion of pre-startup checkout and functional testing shall precede City’s use or acceptance of completed Work.

END OF SECTION

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SECTION 01 10 03

COORDINATION
PART 1 - GENERAL

1.1 Work Included
A. Site access, licenses, permits, sales taxes, coordination with City, Federal, State and Local authorities, utilities, neighboring property owners, special events, design engineer, and other contractors.

1.2 Related Work
A. Section 01 22 00: Unit Prices
B. Section 01 31 19: Project Meetings
C. Section 01 50 00: Temporary Facilities and Controls
D. Section 01 71 13: Mobilization and Demobilization
E. Section 31 05 50: Protecting Existing Utilities

1.3 Notifications
A. Provide Owner advance notice prior to performance of specific Work items as specified within individual Sections of these Specifications.

B. At start of construction, notify the following agencies at least 2 Working Days prior to start of Work:

1. City of Corona
Carlos De Leon - (951) 817-5713

2. Underground Service Alert (USA)
(800) 277-2600
C. Notification to Residents:

1. Hand deliver 3 written notices to residents.

2. The 3 notices shall include
a. Public Notification (handed out 7 days prior to start of construction), b. 48-hour notice (handed out 48 hours prior to construction), and c. 24-hour notice (handed out 24 hours prior to water service disruptions).

3. Notices shall be prepared by Owner’s Representative and furnished to Contractor for hand delivery.

D. Overtime Notification:

1. Should Contractor for their convenience desire to carry on Work at night or outside regular working hours, submit written notice to Owner for approval and allow ample time for satisfactory arrangements to be made for inspecting Work in progress.

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1.4 Access
A. During construction, Contractor will have use of premises as directed by City’s Representative. City reserves right and may undertake or award other contracts for additional Work on or near Work site. Contractor shall not have exclusive access to or use of Work areas or Work site. City may require Contractor to use certain facilities and areas concurrently with others.

B. Where Contractor’s Work depends on access to any premises or rights-of-way that are (a) outside the construction areas for Work, or (b) in use by other contractors or workers employed by other agencies, provide written notice to City of its need for such access, date when such access is needed and expected duration of access needed to prosecute Work. Provide such written notice to City no later than 30 days prior to Contractor’s expected access date.

1.5 General Coordination
A. Contractor warrants they have reviewed Contract Documents and other pertinent information made available by City relating to nature and scheduling of other contracts that may be awarded and to constraints related to City operations, and in submitting its bid and executing this Contract has taken into account the need to coordinate its Work with that of other Contractors and/or City Operations. It is the express obligation and duty of Contractor under Contract to coordinate its Work with the work of others.

B. City will endeavor to advise the Contractor of the known other work at or near the site, including City Operations.

C. If any portion of Contractor’s Work requires work of other contractor, public agency, utility or City to be complete and operational before Contractor can begin Work, Contractor shall have no more than 48 hours from time when such work was made available to Contractor to inspect and notify City’s Representative of any discrepancies, or defects or failures to perform or complete said other work that might preclude or hinder proper execution of Contractor’s Work. Failure to inspect and report such defects shall constitute acceptance of work by others as fit and proper for reception of Contractor’s Work, with exception of latent defects in work by others.

Delays by Contractor in inspecting and/or reporting defects in such work that results in delays to Contractor’s Work shall be Contractor’s sole responsibility, and City will not be liable for resulting delays and/or damages.

Contractor shall coordinate with work carried on in construction work site by others or by Owner simultaneously with Work for this Project. Contractor shall include as part of their Bid any costs that might result from coordinating Work for this Project work by others. In no case shall Contractor be entitled to additional compensation from Owner for damages suffered as a result of work executed in Work site by others or by Owner simultaneously with construction Work for this Project. However, if such work results in delay to Contractors’ Work, Contractor may be entitled to extension of time.

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1.6 Coordination with City of Corona
A. Notify City of Corona at least 72 hours before start of construction:

CITY OF CORONA
Utilities Water Operations
755 Public Safety Way
Corona, CA 92880
(951) 817-5713
Carlos De Leon (Project Coordinator)
B. Submit written details and reasons for proposed deviations from the Contract Documents. Do not deviate from Contract Documents until written authorization is received.

C. If Contractor fails to comply with a request of City, or is unable to comply with a request, and it is necessary for City's forces to do Work that is Contractor's responsibility, City will back-charge and bill Contractor. Each incident requiring work by City's forces will be covered by a separate billing.

D. Do not begin Work until Contractor's schedule and permits have been reviewed and accepted by City.

E. Notify The City of Corona in writing at least 7 calendar days before shutdown of, startup of, or connection to water, sewer or drainage facilities. Do not assume water or sewer lines can be shut down. Do not shut down utilities without prior written authorization or presence of Operations staff. Do not operate City valves without written authorization or direct supervision by the City.

F. Notify City of Corona in writing at least 3 business days before draining and filling of water lines, and operation of existing valves. Contractor shall not operate any main line water valve.

G. Coordinate with City of Corona regarding time of day system tie-ins are made.

H. Activities which require the coordination of City of Corona Staff, including but not limited to shutdowns or operating of mechanical or electrical equipment, shall only be allowed on Tuesdays, Wednesdays, or Thursdays.

I. Comply with plant operating protocol including working with plant personnel as directed to conform with security, safety training and safe workplace requirements.

1.7 Requests for Information (RFI’s)
A. Immediately upon discovery of need for additional information or interpretation of Contract Documents, prepare and submit an RFI in format specified.

1. City’s Representative will only respond to RFI’s submitted by Contractor. RFI’s submitted by other entities will be returned with no response.

B. Coordinate and submit RFIs in prompt manner to avoid delays in Contractor's Work or Work of subcontractors.

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C. RFI’s shall include detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Engineer of Record.

6. Name of City’s Representative.

7. RFI number, numbered sequentially.

8. RFI subject.

9. Specification Section number and title and related paragraphs, as appropriate.

10. Drawing number and detail references, as appropriate.

11. Field dimensions and conditions, as appropriate.

12. Contractor's suggested resolution. If Contractor's suggested resolution impacts Contract Time or Contract Sum, Contractor shall state impact in RFI.

13. Contractor's signature.

14. Attachments, including sketches, descriptions, measurements, photos, catalog data, shop drawings, coordination drawings, and other information necessary to fully describe items needing interpretation. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

D. RFI Forms shall be software-generated forms with content shown above, acceptable to City’s Representative.

E. Attachments shall be electronic files in Adobe Acrobat PDF format.

F. City’s Representative will review each RFI, determine action required, and respond.

Allow 7 working days for City’s response for each RFI. RFIs received by City’s Representative after 1:00 p.m. will be considered as received the following working day.

G. The following Contractor-generated RFIs will be returned without action:

1. Requests for acceptance of submittals.

2. Requests for acceptance of substitutions where no monetary rebate is included.

3. Requests for acceptance of Contractor's means and methods.

4. Requests for coordination information already indicated in Contract Documents.

5. Requests for adjustments in Contract Time or Contract Sum.

6. Requests for interpretation of actions of City’s Representative on submittals.

7. Incomplete RFIs or inaccurately prepared RFIs.

H. City’s Representative’s action may include request for additional information, in which case City’s Representative’s time for response will date from time of receipt of additional information.

I. City’s Representative’s action on RFIs that may result in changes to Contract Time or Contract Sum may be eligible for Contractor to submit Change Order requests.

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J. If Contractor believes RFI response warrants change in Contract Time or Contract Sum, notify City’s Representative in writing within 10 days of receipt of RFI response.

K. Prepare, maintain, and submit tabular log of RFIs organized by RFI number. Submit log weekly. Include the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of City’s Representative.

4. RFI number including RFIs returned without action or withdrawn.

5. RFI description.

6. Date RFI was submitted.

7. Date City’s Representative's response was received.

L. On receipt of City’s Representative's action, update RFI log and immediately distribute RFI response to affected parties. Review response and notify City’s Representative within 7 days if Contractor disagrees with response.

1.8 Coordination with City of Corona Public Works Department A. Contact City of Corona Public Works Department at the following location three business days before start of construction:

CITY OF CORONA
Utilities Water Operators
755 Public Safety Way
Corona, CA 92878
(951) 817-5713
Carlos De Leon (Project Coordinator)
B. Do not begin Work until Contractor's traffic control plans and haul routes have been reviewed and accepted by City.

C. Do not begin Work until Contractor has received encroachment permit for work within public right-of-way.

1.9 Coordination with Property Owners
A. Coordinate construction with property owners neighboring project limits.

B. Comply with terms of license permits, service agreements, and other terms of contracts authorizing Contractor access onto private or public property.

C. Notify designated sensitive receptors concerning Project timing and construction schedule. Post informational signs at the Project site at least 72-hours in advance of construction. The informational signs shall include information regarding the project and the name and phone number of a contact person to call for questions or complaints.

D. Notify designated sensitive receptors concerning work proposed outside of normal working hours or work of a sensitive nature. Deliver informational flyers to each residence or business identified for notification at least 48-hours in advance of the

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work. Make every attempt possible to contact the residents or businesses in person to convey the information regarding special work hours or activities.

1.10 Coordination with Utilities
A. Obtain service requirements from public utilities for water, reclaimed water, sewer, storm water, gas, power, telephone, telemetering and other utility requirements. Work needed to connect to public utilities shall comply with utility service requirements. Pay service charges of utilities, including charges for trenching, piping, conduit, cables, boxes, metering, grounding and backfill.

B. Protect existing underground utilities.

C. Determine and notify those agencies requiring advance notification for inspection or other purposes before beginning construction in any jurisdictional area of an agency.

Provide at least 14 calendar days advance notice to agencies before beginning construction within their jurisdiction unless specific advance times and requirements are stated in these Contract Documents or in permit conditions.

D. Electrical utility companies may maintain energized aerial electrical power lines in immediate vicinity of Work. Do not consider these lines to be insulated. Construction personnel working near these lines are exposed to an extreme hazard from electrical shock. Contractors, their employees and construction personnel working on this project must be warned of the danger and instructed to take adequate protective measures, including maintaining a minimum of 10 feet clearance between lines and construction equipment and personnel. (See OSHA Std. 1926.550(A)15). As an additional safety precaution, call electrical utility company to arrange, if possible, to have these lines de-energized or relocated when Work reaches their immediate vicinity. Cost of such temporary arrangements shall be borne by Contractor.

1.11 Coordination with Other Contractors
A. When two or more contractors are employed in related or adjacent Work, Contractor shall conduct Work in such manner as to minimize delay or hindrance to other contractors.

B. Contractor shall afford other contractors reasonable opportunity for introduction, staging, and storage of their materials and execution of their work and shall properly coordinate its work with theirs.

C. Cooperate and communicate with any other contractor performing work that may connect, complement, and/or interfere with the Contractor’s Work.

D. Coordinate with other contractors working onsite to avoid impacting their operations, and to ensure that facility interfaces are properly joined.

E. Where proper execution of the Work is dependent on work by others, inspect and promptly report discrepancies and defects to the City’s Representative.

F. City will not be responsible for damage caused by such delays, but where such a delay, in the opinion of the City’s Representative, is of such a nature that it could not have been prevented by a reasonable amount of cooperation on the part of the Contractor, then the Contractor may be entitled to an extension of time for completion of the Work as specified in the General Conditions, Article 43 – Time for Completion and Liquidated Damages.

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G. Nothing in this section shall be construed as relieving Contractor from full responsibility for completing Work in its entirety, for correcting defective Work and materials, for protecting Work from damage, for bearing responsibility for damage, or for completing Project as set forth in Contract Documents. No action undertaken by City under this section shall be deemed complete and acceptable, and such action shall not relieve Contractor, sureties, or insurers from the provisions of the Contract Documents relating to Contractor’s insurance, indemnity, or guarantees.

1.12 Coordination with Design Engineer
A. Engineering firm responsible for preparation of Plans and Specifications is:

GHD, Inc.
320 Goddard Way, Suite 200
Irvine, CA 92618
(949) 648-5269
Contact: Chris Bartleman, P.E.

1.13 Lines of Communication
A. Lines of communication between Contractor, City, and other parties shall be defined at Preconstruction Conference. Contractor shall adhere to direction regarding this matter given to them at that time.

1.14 Schedule, Submittals, Sequence of Work
A. Coordinate scheduling, submittals, and work of the various sections of the Specifications to assure an efficient and orderly sequence of installation of interdependent construction elements.

B. Submit Supplementary progress schedules after Work is in progress with each Partial Payment Request, and when requested by the City’s Representative. Do not put schedule changes requiring an increase in City's personnel on Project into effect until City has made arrangements for additional personnel.

C. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing such equipment into service.

D. Coordinate space requirements and installation of mechanical and electrical Work shown diagrammatically on Plans. Follow routing shown for pipes, ducts, and conduit, as closely as practicable, place runs parallel with line of building and structures. Use spaces efficiently to maximize accessibility for other installations, for maintenance and for repairs.

E. Coordinate completion and cleanup of work of separate sections in preparation for Substantial Completion and for portions of work designated for City’s partial utilization.

F. After City occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of the City’s activities.

1.15 Unit Prices

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A. Payment for obtaining and complying with permits during construction, including, but not limited to, NPDES permits, encroachment permits, excavation permits, disposal permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes will be included in prices bid for Work for which such costs are appurtenant.

B. Payment for coordinating with agencies, events and persons described will be included in prices bid for Work to which coordination is appurtenant.

PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)

END OF SECTION

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SECTION 01 10 04

MAINTENANCE OF PLANT OPERATION
PART 1 - GENERAL

1.1 Description
A. This Specification section describes requirements for furnishing all labor, equipment, materials, and temporary controls as necessary to maintain the operation and functionality of existing treatment facilities, including all existing process and control units, while the plant is under construction, except as specified. All such Work shall be as provided in the Specifications herein and shall comply with the directives and regulations of authorities with jurisdiction over said operations.

1.2 Related Work Described Elsewhere
A. Section 01 10 01: Summary of Work and Sequence of Construction B. Section 01 33 00: Submittal Procedures

1.3 Submittals
A. Furnish the following submittals to City’s Representative 30 calendar days before start of construction.

SUBMITTAL DESCRIPTION
Maintenance and
Operation Plan
Submit dimensional information, details, and scaled sketches describing all temporary piping, equipment, materials, and controls used for maintenance of plant operation in the areas listed in this specification. .

Submit sequence of Construction for each area listed in this specification, including specific timing for demolishing the existing sewer vactor dump bay, and power supply from service and restoring the system back into service.

Shutdowns shall be allowed only where specifically listed in this Specification or as otherwise approved by the City’s Representative. Submit schedule and sequence of events detailing all work requiring shutdown of existing facilities and itemizing measures proposed to eliminate or minimize downtime.

Submit written notification to the City’s Representative requesting acceptance for shutdowns at least 10 calendar days in advance of each proposed shutdown.

List specific tank, process unit, or equipment item impacted by the shutdown and the timeframe and work sequence proposed for each shutdown.

Submit names and cell phone numbers of parties responsible for maintenance of temporary piping, equipment, materials, and controls.

Do not start construction until maintenance and operation plans are accepted in writing by City.

1.4 Unit Prices
A. Payment for Work in this Section shall be included as part of the lump-sum or unitprice bid for which such Work is appurtenant thereto, and no additional payment will be made specifically for the Work in this Section.

PART 2 - PRODUCTS (Not Applicable)
PART 3 – EXECUTION

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3.1 General
A. Maintain existing plant facilities in full operation during execution of Work. Contractor shall meet requirements listed herein for specified plant areas. For plant areas not listed herein, maintain existing functionality and capacity of plant in continuous, uninterrupted service.

B. Coordinate demolition with the construction sequencing plan described herein.

C. Only the City will be allowed to shutdown equipment or process units.

D. Coordinate the Work to avoid any interference with normal operations of plant equipment and processes. Contractor is responsible for the means and methods for maintenance of plant operation and may submit for acceptance exceptions to this Specification or alternate methods to those listed herein. Deviations from the requirements of this specification will not be allowed without the City’s prior written consent.

E. If downtime of utilities or equipment occurs due to lack of schedule, due to Contractor’s error, or due to other items which are the Contractor’s fault, work continuously (24 hours per day) until the utility or equipment is in operation. Costs for such remedial work shall be Contractor’s responsibility.

F. Minimize downtime for piping, power interruptions and other utility services requiring taps or connections. Maximum shutdown duration for any facility shall be 4 hours unless special circumstances limit shutdown to a shorter period or may facilitate a longer shutdown.

G. City will review Contractor’s shutdown plan and make determination regarding acceptable shutdown duration and schedule. Shutdown schedules and impacts will vary with time of day and season.

H. Provide diesel generators, temporary power feeds, or other measures, accepted by the City to maintain the operation of existing facilities.

I. Follow the City’s lockout/tagout procedures for isolation of equipment. Contractor will provide tags and the Contractor shall provide lockout devices. No tie-ins will be allowed on hot switchgear.

J. Maintain access to the site and process units at all times during construction. No construction activities shall interfere with ongoing operations. If normal access routes are obstructed, notify Plant Staff in advance and provide an alternate route around the impacted area.

K. Contractor shall establish and maintain construction access route around site and maintain temporary access routes throughout duration of construction.

3.2 Existing Operation
A. Refer to Section 01 10 02 for sequence of operation.

3.3 Construction Sequencing
A. Refer to Section 01 10 01 for sequence of construction.

3.4 Electrical System Changeover
A. Coordinate electrical system switchover with the City. Provide minimum 14 calendar

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days written notice to the City prior to scheduled switchover.

3.5 Additional Requirements
A. Perform all construction in a manner that allows existing electrical utilities to remain in service and be protected in place. Include in the contractor’s Bid the cost associated with supporting all existing electrical boxes, conduits, and other electrical appurtenances in place to perform the Work. If it becomes necessary to provide temporary power to maintain equipment in service, provide this power at no additional cost to the City. Relocate all electrical pull boxes and electrical utilities where they interfere with pipe alignments, at no additional cost to the City.

B. When an existing piping system is isolated from the water system, drain the piping system completely by pumping to City-accepted sewer. Prevent pumped water from leaking onto the site or into the soil.

C. Notify the City’s Representative which valve closures are necessary to perform the Work. Valve closures will be reviewed by the city’s Representative prior to performing the Work. Only the designated City staff shall operate valves.

D. Provide temporary means of pipe plugging, pipe isolation, or system isolation to maintain functional process units.

E. Provide temporary controls for all automated systems when it becomes necessary to interrupt service to existing controls. Manual operation of automatic equipment and systems will be allowed only if approved by the City’s Representative.

F. Provide all temporary measures including pumping, piping, electrical feeds, electrical power, controls, wiring, and equipment, which are necessary to maintain the functionality of the existing plant at no additional cost to the City.

END OF SECTION

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SECTION 01 22 00

UNIT PRICES
PART 1 - GENERAL

1.01 Description
A. Measurement and payment for Bid Items listed in proposal shall be based upon use of lump sum or unit price method.

1. Extra Work or changes in Work shall be accomplished as provided in Special Provisions.

B. Payment for Work in each Section of these Contract Documents shall be included as part of lump sum or unit price bid amount for which such Work is appurtenant.

1. No additional payment will be made for Work described in any Section for which no express bid item is provided.

1.02 Related Work
A. Bid Proposal Form
B. General Conditions
C. Section 01 10 01: Summary of Work and Sequence of Construction D. Section 01 29 73: Schedule of Values

1.03 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Partial Payment
Requests
Submit monthly typewritten Payment Requests in 8½”x11” paper AIA format accepted by City
.

Monthly Progress
Estimate Backup
Information
Submit upon request supporting documents required for preparation of monthly progress estimates, including, but not limited to:

1. Invoices and receipts for equipment and materials

2.Updated schedules

3.Updated as-built drawings

4. Labor compliance records

5.Grant or loan funding required documents
Final Payment Request Submit typewritten Payment Requests in 8½”x11” paper AIA format accepted by City
Submit upon request supporting documents required for preparation of final payment, including, but not limited to:

1. Invoices and receipts for equipment and materials

2.Updated as-built drawings

3. Labor compliance records

4.Grant or loan funding required documents

5. Lien waivers from all preliminary liens received by City

6.Release of Stop Notice(s)

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PART 2 - MATERIALS

2.01 General (Measurement)
A. Measurement for unit price quantities will be based upon appropriate Bid Item in proposal.

1. Actual quantity of measurement shall be as constructed by Contractor in place in conformance with Plans and Specifications.

2.02 Linear Measurements
A. Pressure pipe, and other horizontal Work will be measured in horizontal plane along centerline of Work, through tees, bends, fittings, meters, and valves, within limits of Work shown in Contract Documents.

2.03 Unit Measurements
A. Measurement for Bid Items involving units of item will be based upon quantity of units counted as indicated in Bid Item.

2.04 Payment of Unit Price Items
A. Payment for unit price Bid Items will be based upon amount shown in bid schedule multiplied by total installed quantity measurement of item.

2.05 Lump Sum Measurement
A. Measurement for lump sum Bid Items will be considered as complete project or portion of project constituting a unit.

1. Items to be included in lump sum Bid Items shall be as specified in proposal Bid Item and/or Standard or Special Provisions and as indicated on accepted Schedule of Values.

2.06 Payment Procedures
A. City will prepare template pay request form in tabular (spreadsheet) format using the Contractor’s completed Schedule of Values.

B. City’s Representative will prepare monthly progress estimate and submit progress estimate on 15th day of each month.

C. Payment will be made within 30 days after receipt of satisfactory progress estimates.

D. Payment will be based on amounts shown in bid schedule with percent completion based on:

1. Measured quantities of Work installed for unit price items.

2. Percent completed computed based on City-accepted schedule of values for lump sum items.

E. Payment shall be full compensation for furnishing supervision, planning, design, design engineering fees, labor and services, operations, transportation, materials, equipment, tools, supplies, incidentals and appurtenances required for construction of Work item, complete, functional, tested, and in place in accordance with Contract Documents, including costs of permits and cost of compliance with regulations of public agencies having jurisdiction.

F. No payment will be made for materials wasted or disposed of in manner not called for under Contract.

1. This includes rejected material not unloaded from vehicles, material rejected after placement, and material placed outside Work limits shown.

2. No compensation will be allowed for disposing of rejected or excess material.

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G. Whenever Work is performed by City at Contractor's request, cost thereof will be charged against Contractor, and may be deducted from amounts due or becoming due from City.

H. If immediate action is required to prevent injury, death, or property damage, and precautions which are Contractor's responsibility have not been taken and are not reasonably expected to be taken, City may, after reasonable attempt to notify Contractor, cause such precautions to be taken and will backcharge cost thereof against Contractor, or may deduct such cost from amounts due or becoming due from City.

1. City action or inaction under such circumstances shall not be construed as relieving Contractor or their Surety from liability.

I. Payment shall not relieve Contractor from their obligations under Contract, nor shall such payment be construed as acceptance of Work.

1. Payment shall not be construed as transfer of ownership of equipment or material to City.

2. Responsibility of ownership shall remain with Contractor who shall be obligated to store fully or partially completed Work for which payment has been made, or replace materials or equipment required to be provided under Contract which may be damaged, lost, stolen or degraded prior to acceptance of Work.

J. Warrantee or guarantee periods shall not be affected by time of payment.

K. If, within time fixed by law, a properly executed notice to stop payment is filed with City, due to Contractor's failure to pay for labor or materials used in Work, money due for such labor or materials will be withheld from payment to Contractor in accordance with applicable laws.

L. Partial payments made after Contract completion date will reflect amounts withheld for Liquidated Damages.

1. Such partial payments made to Contractor, or their Sureties, will not constitute waiver of City's Liquidated Damages.

M. Partial payments may be made for materials and equipment delivered to jobsite or City’s yard or warehouse, inventoried upon delivery, suitably and safely stored within secure storage area at Work site.

1. Requests for payment of materials and equipment delivered to jobsite or City’s yard or warehouse shall be accompanied by copies of invoices, bills of lading, delivery receipts, or other suitable documentation showing proof of delivery and cost.

2. If requested by City's Representative, provide additional data as may be reasonably required to support submitted Invoice.

N. Unless City has agreed in writing to partial payment for material and equipment, Contractor shall pay storage, financing, and other costs associated with ordering, receiving, and storing materials and equipment until materials and equipment can be incorporated into Work.

O. If Work on Saturdays, Sundays, legal holidays, or outside of specified work hours is requested by Contractor and approved by City’s Representative, Contractor shall pay to City additional costs borne by City beyond those costs typically required for Work within City-accepted work schedule.

1. Such costs may include, but not be limited to overtime and additional inspection costs.

2. Exceptions to this requirement include special work schedules described in Contract Documents at time of bidding, negotiated change orders, work schedules required by permits or regulatory agencies, and schedule changes for City’s convenience.

2.07 Payment for Installing Pre-purchased or Pre-fabricated Materials and Equipment

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A. City has selectively pre-purchased or prefabricated specific critical and long lead time items for use on this Project.

1. Payment for installing City-furnished materials and equipment will be based upon amounts shown in Bid Schedule and shall be full compensation for supervision, planning, design, design engineering fees, labor and services, operations, transportation, tools, supplies, incidentals and appurtenances required for construction of unit of Work complete in place in accordance with Contract Documents, including costs of permits and cost of compliance with regulations of public agencies having jurisdiction.

2. Include Contractor’s cost for coordinating delivery, storage, and installation in Bid Items for chemical feed system installation and commissioning.

2.08 Work Not Listed in Bid Schedule
A. Include costs for related Work and appurtenances required and/or implied by Permits and Contract Documents but not listed as a separate Bid Item under appropriate Bid Item or items within Bid Schedule.

2.09 Protecting Existing Utilities
A. No Bid Item is provided for Work described in Section 31 05 50 protecting existing utilities.

B. Payment for locating, potholing, exposing, and protecting existing utilities will be included in price bid for Work items for which such Work is appurtenant.

C. Payment for abandoning or removing existing utilities will be included in price bid for Work items for which such Work is appurtenant.

D. Utility Protection or Relocation by Contractor as Shown in Contract Documents: When work on a utility is shown within Contract Documents to be done by Contractor, but is not included as a separate bid item, Contractor shall make arrangements and coordinate with utility owner regarding schedule for performance of Work.

1. Include costs for such Work in unit prices or lump sum amounts bid for various Contract items.

2. Submit proposed method of relocation or protecting utility for review.

3. Review by City will not relieve Contractor of any responsibility.

E. Utility Relocation by Contractor for Contractor’s Convenience: Temporary relocation or alteration of any utility, desired by Contractor solely for their convenience in performance of Work, to a position or condition other than that provided for on Contract Documents shall be Contractor’s own responsibility.

1. Make arrangements with utility or property owners regarding such Work.

2. Repair, replacement or relocation of buried utilities shall be completed at Contractor's expense by either Utility's forces, or by contractor accepted by Utility in writing and properly licensed to perform Work.

3. Costs of such Work for Contractor’s convenience shall be absorbed in unit prices or lump sum amounts bid for various Contract items at no additional cost to City.

F. Utility Relocations by City: When Contract Documents indicate a utility is to be relocated, altered, or reconstructed by forces other than Contractor, City will conduct negotiations in respect to such work and work will be done at no cost to Contractor.

1. No additional compensation will be given for delays or inconvenience by others to finish their Work on schedule due to unforeseen difficulties.

G. Unknown Utility Installation by Others During Contract Work: If utility is disclosed or installed subsequent to award of Contract, and utility is not shown on Contract Documents,

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with reasonable accuracy, and said utility is found to occupy space required to be occupied by Work, City’s Representative will determine whether utility requires location, relocation, removal, repair of damages, alteration, support or protection.

1. City will determine method and manner of accomplishing such Work and may order Contractor to do so pursuant to Change Order issued by City.

2. Perform Work in accordance with Contract Documents provided or accepted by City and in accordance with the following:
a. Where undisclosed utilities are discovered and located by Contractor when performing this Contract, immediately notify City in writing. b. When said utility is found to occupy space required to be occupied by part of permanent Works to be constructed under Contract or parallel to permanent works and within vertical planes on each side at distance away equal to maximum allowable trench width measured in plane 12” above top of pipe, exclusive of branches or other facilities, as specified in Contract Documents, or to be within specified excavation pay lines (when such are specified in Contract Documents); City shall arrange for relocation or alteration of said utility or require Contractor to do same.
c. Utilities found to cross excavation, but not intercepting permanent Work to be constructed or interfering with construction shall be maintained in place at Contractor’s expense.
d. Utilities which interfere with construction technique in use shall be protected or relocated.
e. When said utility is more or less parallel with, and any portion of it does not lie within vertical planes specified herein above, or does not lie within excavation pay lines (when such are specified or shown on Contract Documents), advise City thereof, and in cooperation with utility owner, provide and place necessary support for proper protection to guarantee continuous and safe operation of utility. f. Maintain continuous sanitary sewer service.
g. Should existing sanitary sewer or maintenance hole extend within proposed excavation, submit method of construction or support for acceptance by City, and assume all responsibilities therefor.
h. Costs for such Work shall be borne by Contractor.
i. If Work is done by others, provide time and working space for protection and relocation as required.
j. City will compensate Contractor for their direct costs of locating, relocating, removal, repair, support or protecting undisclosed utilities, together with cost of equipment used for Work necessarily idled during such Work.
k. Contractor will be granted extension of time for completion of Contract equal to time determined by City, to be reasonably necessary to perform the Extra Work, and City will not assess liquidated damages against Contractor for delay in completing Work when such delay was caused by City’s failure of City to provide for removal or relocation of such utility facilities.
l. Contractor will not be entitled to extra compensation or extension of time when Extra Work is required to repair damage to undisclosed utilities caused by failure of Contractor to exercise reasonable care.
m. Contractor will not be entitled to compensation for indirect or consequential costs or damages incurred as a result of Extra Work required.
n. When directed or accepted by City, changes in line or grade of structure being built may be made to avoid utilities.
o. Additional costs because of such changes will be paid for by Change Order as Extra

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Work.

2.10 Payment for Testing
A. Party responsible for payment for testing is identified in individual sections of Contract Documents under tests required.

1. Where Specifications are silent regarding responsible party paying for tests, costs of first tests will be paid by City.

B. If testing or inspection indicates failure of material or procedure to meet Contract Document requirements, City will back-charge Contractor for retesting and re-inspection costs incurred by testing or inspection agency of City’s choice.

1. Such charges will be deducted from progress payments due Contractor.

C. Additional tests and inspections not specified herein but requested by City will be paid for by City, unless result of such tests and inspections are found to not comply with Contract Documents, in which case City will pay costs for initial testing as well as retesting and reinspection and back-charge Contractor for retesting and re-inspection.

D. Costs for additional tests or inspections required because of change in materials being provided or change of source or supply shall be paid by Contractor direct to testing laboratory.

E. Cost of testing which is required solely for convenience of Contractor in his scheduling and performance of Work shall be borne by Contractor.

F. Contractor shall pay costs for correcting deficiencies.

2.11 Changes in Quantities Initiated by City
A. City may change Contract Documents or character and quantity of Work provided total arithmetic dollar value of all changes, both additive and deductive, does not exceed 25% of Contract Price.

1. Changes in allowance Bid Items with stipulated prices will not be considered to contribute toward this total.

B. Should it become necessary to exceed this limitation, change shall be documented by written Supplemental Agreement between Contractor and City unless both parties agree to proceed under Change Order.

C. Changes ordered in Work items which do not substantially change character of Work from that shown in Contract Documents, will be accompanied by proportional adjustment in payment to reflect quantity changes using unit prices bid, provided Bid quantity does not change by more than 25%.

D. Where Bid quantities under a Bid Item are limited to 2 or 3 integral units (eg. 2 valves) the 25% figure above shall be revised upward (to 50% or 34% respectively) to permit addition or deletion one integral unit without changing Bid price.

E. Payment for quantities in excess of 125% of quantities (or appropriate percentage for 2- or 3-unit Bid Items) will be made at mutually agreed rate lower than Bid amount since Contractor’s fixed costs shall be deemed to have been recovered through payment for Bid quantity at Contract unit price.

F. Payment for quantities less than 75% (or appropriate percentage for 2- or 3-unit Bid Items) will only be adjusted by mutual agreement if Contractor requests so in writing.

1. In no case will payment be less than Contractor is entitled to under original Bid prices nor more than payment due for 75% (or appropriate percentage for 2- or 3-unit Bid Items) of Bid quantity at Contract Unit Price.

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G. If mutual agreement cannot be reached, City may direct Contractor to proceed on basis of Extra Work as covered in General Provisions.

H. Should a Bid Item be eliminated in its entirety, payment will be made to Contractor for actual out-of-pocket costs incurred in connection with eliminated item prior to written notification from City of deletion of Bid Item.

1. Where applicable, Contractor will also be reimbursed for out-of-pocket shipping costs and Manufacturer’s restocking fees.

I. If materials have been ordered prior to date of written notification of deletion of Bid Item and order cannot be cancelled, Contractor will be paid for actual cost of ordered item and ordered material shall become City’s property.

J. In no case shall expenses such as bonding costs expressly covered under other Bid Items be double-charged to City.

2.12 Reduction in Payment for Deficient Concrete Work
A. Payment for concrete failing to meet compressive strength requirements specified, but accepted at City’s discretion, shall be reduced as follows.

B. If additional test cylinders are available, Contractor may furnish cylinders to City up to 42 days after placement to allow concrete to obtain additional strength which will be credited as 28-day compressive strength for payment purposes.

C. City may at their sole discretion accept other standard test methods proposed by Contractor to verify concrete strength.

D. If tests verify compressive strength exceeds specified 28-day compressive strength after 42 days, no penalty will be deducted.

1. If compressive strength ≥95% of specified strength but <100% of specified strength, $10 per cubic yard of concrete will be deducted.

2. If compressive strength ≥85% of specified strength, but <95% of specified strength, $15 per cubic yard of concrete will be deducted.

3. If compressive strength <85% of specified strength, remove concrete and replace at no expense to City.

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PART 3 - EXECUTION

3.01 Scope
A. This section defines Bid Items listed in Bid schedule and describes measurement and payment provisions for each item.

3.02 Specification Sections with No Bid Item
A. Where specification sections are included but no pay item(s) are expressly set forth for Work within those sections, include costs of Work described within those sections under bid items for Work for which the Work within those specification sections is appurtenant.

B. Specification sections for which no pay item is set forth include, but are not limited to:

1. Section 01 10 01: Summary of Work and Sequence of Construction

2. Section 01 10 03: Coordination

3. Section 01 22 00: Unit Prices

4. Section 01 29 73: Schedule of Values

5. Section 01 31 19: Project Meetings

6. Section 01 32 00: Construction Progress Documentation

7. Section 01 32 23: Construction Survey Staking

8. Section 01 32 33: Construction Photographic and Video Documentation

9. Section 01 33 00: Submittal Procedures

10. Section 01 35 26: Governmental Safety Requirements

11. Section 01 40 00: Quality Requirements

12. Section 01 50 00: Temporary Facilities and Controls

13. Section 01 63 00: Product Substitution Procedures

14. Section 01 65 00: Product Delivery Requirements

15. Section 01 66 00: Product Storage and Handling Requirements

16. Section 01 71 13: Mobilization and Demobilization

17. Section 01 73 00: Execution

18. Section 01 74 00: Cleaning and Waste Management

19. Section 01 77 00: Closeout Procedures

20. Section 01 78 39: Project Record Documents

21. Section 02 41 13: Selective Site Demolition

22. Section 03 10 00: Concrete Forming

23. Section 03 15 00: Concrete Accessories

24. Section 03 20 00: Concrete Reinforcing

25. Section 03 30 00: Cast-in-Place Concrete

26. Section 03 35 00: Concrete Finishing

27. Section 03 39 00: Concrete Curing

28. Section 31 05 16: Aggregate and Rock Products for Earthwork

29. Section 31 05 50: Protecting Existing Utilities

30. Section 31 23 00: Excavation and Fill

31. Section 31 23 13: Subgrade Preparation

32. Section 32 12 16: Asphalt Paving Systems Conforming to Greenbook Specifications

33. Section 32 12 73: Concrete Paving Joint Sealants

34. Section 33 08 31: Leakage and Infiltration Testing of Gravity Sewer Pipelines

35. Section 33 30 31: PVC Gravity Sewer Pipe
C. Payment for obtaining and complying with permits during construction, including NPDES permits, building permits, encroachment permits, excavation permits, disposal permits, temporary easements, licenses, inspection fees, and Federal, State and local taxes will be included in prices bid for Work for which such costs are appurtenant.

D. Payment for shoring and bracing will be included in price bid in bid item for shoring and bracing.

E. Include costs of temporary facilities and controls under Bid Items for Work for which temporary facilities and controls is required.

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F. Payment for water furnished by Contractor for construction use will be included in price bid for items to which it is appurtenant.

1. Payment under these items will include full compensation for furnishing labor, products, tools and equipment and doing work necessary to develop sufficient water supply and furnishing necessary equipment for applying water as specified.

G. Payment for sanitary facilities will be included in price bid for “Mobilization/Demobilization”.

H. Payment for power furnished by Contractor for construction use will be included in price bid for items to which it is appurtenant.

1. Payment under these items will include full compensation for furnishing labor, products, tools, and equipment and doing work necessary to obtain and distribute power for construction purposes.

I. Payment for other temporary utilities furnished by Contractor for construction use will be included in price bid for items to which it is appurtenant.

1. Payment under these items will include full compensation for furnishing labor, products, tools, and equipment and doing work necessary to obtain and distribute power for construction purposes.

J. Payment for providing construction aids to be furnished by Contractor in support of construction activities will be included in price bid for items to which it is appurtenant.

1. Payment under these items will include full compensation for furnishing labor, products, tools, and equipment and doing work necessary to obtain, distribute, and use temporary utilities for construction purposes.

K. Payment for dust control, including dust palliatives and water supply and application will be included in price bid for Work items for which dust control during construction is required.

L. Payment for costs arising from fire or prevention of fire will be included in price bid for items of work for which fire protection during construction is needed.

M. Payment for noise control facilities will be included in price bid for items of Work where noise control facilities are required during construction.

N. Payment for providing site security will be included in price bid for items to which it is appurtenant.

1. Payment under these items will include full compensation for furnishing labor, products, tools, and equipment and doing work necessary to comply with site security requirements.

3.03 Bid Item 1 – Section 01 71 13 Mobilization and Demobilization A. Amount bid for Mobilization/Demobilization shall not exceed 5.0% of Contractor’s Bid total.

1. Amounts bid in excess of stipulated 5.0% cap will not be paid until project completion.

B. Work to be paid for under mobilization shall include:

1. Providing bonds and insurance.

2. Obtaining temporary easements.

3. Arranging for and establishing storage yard and staging area.

4. Possessing OSHA required notices and establishing safety programs.

5. Obtaining required permits.

6. Printing requisite number of sets of Contract Documents using files available on Planet Bids.

7. Submitting initial submittals and project schedule.

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8. Initiating contact with servicing electrical utility to coordinate installation of electrical service.

9. Providing preconstruction photos and videos.

10. Performing required surveys.

11. Performing required testing.

12. Moving operations onto site.

13. Removing and reinstalling existing site facilities as required.

14. Providing 1 project sign.

15. Providing temporary bypasses and utilities.

16. Providing temporary facilities.

17. Providing temporary security fencing and monitoring.

18. Providing site maintenance and cleanup.

19. Providing noise attenuation.

20. Providing field offices.

21. Conforming to General Provisions and Special and Supplementary Conditions.

C. Work to be paid for under demobilization shall include:

1. Regrading ground surfaces to restore preconstruction grades.

2. Repairing damage to pavement, flatwork, landscaping and irrigation.

3. Removing splatter, grease, stains, fingerprints, dust, labels and other laitance from finished Work.

4. Repairing improvements damaged by Contractor’s operations.

5. Cleaning slabs, paving and ground surfaces.

6. Restoring damaged finishes and nameplates.

7. Removing temporary facilities, utilities, and structures.

8. Legally disposing of waste.

D. Work to be paid for under this item shall also include protecting existing survey monuments in place and, if Contractor’s operations disturb such monuments, hiring registered land surveyor to reestablish and reset disturbed monuments.

E. Work to be paid for under this item shall also include payment for demobilization, removal of temporary facilities, cleanup of construction site, and warranties, complete in place.

F. Payment for Bid Item No. 1 Mobilization shall be made according to the following schedule upon acceptance from City:

1. Upon completion of mobilization, 50% of amount bid for this item (or 50% of stipulated

5.0% cap, whichever is less, will be made to Contractor with first progress payment.

2. Once total amount of progress payments earned to date exceeds 50% of original contract amount, payment to 75% of amount bid for this item (or 75% of stipulated 5.0% cap, whichever is less, will be paid to Contractor as part of next monthly partial payment estimate of total amount earned to date.

3. Remainder will be paid as part of final contract payment upon project completion.

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3.04 Bid Item 2 – Section 01 32 23 – Construction Survey Staking and Verification of Utility Locations, and Field Dimensions
A. No measurement will be made for this lump sum Bid Item.

B. Work to be paid for under this item shall include survey staking and verification of utility depths, locations, and field dimensions prior to ordering materials and equipment, including potholing, field surveys, measurements, and electrical inspections as needed to ascertain materials and equipment ordered can be properly and legally installed within verified field conditions.

1. Work to be paid for under this Bid Item shall include notifying City’s Representative of discrepancies found between conditions shown on Plans and field conditions.

C. Lump sum price bid for this item shall include potholing utilities shown on plans plus 1 additional pothole for every 1000’ or fraction thereof of pipeline or utility trench.

1. If this number of potholes is exceeded, Contractor will be entitled to fair compensation for additional potholing of utilities:
a. Which are not shown on plans at time of Bid and are subsequently identified in field by Underground Service Alert, surface features or walking alignment with reliable electronic pipe finder, or;
b. Which are not shown on plans in their proper location such that multiple potholes are necessary to find them.

D. Before ordering manufacture of equipment or structures described in submittals, verify the following under this pay item:

1. That submitted item(s) can be delivered to point of installation and will fit through applicable doors, hatches, gates and/or openings both during construction and following completion of construction.

2. That flanges or ends of valves, and piping equipment are of compatible sizes, offsets, configurations and pressure classes to mate with adjacent piping.

3. That power requirements, including voltage, phase and full-load amperage of electrical equipment and motors are consistent with power available on site.

E. If discrepancies are discovered between field conditions and dimensions shown on submittals and Contract Documents, City’s Representative will work with Contractor to prepare modifications to Contract Documents as required to address issues raised.

F. If discrepancies are discovered between field conditions and dimensions shown on submittals and Contract Documents, but said discrepancies were not brought to attention of City’s Representative by Contractor in a clear and timely manner, City’s liability shall be limited to difference in cost between Work shown in Contract Documents and Work that would be necessary had Contractor notified City of said discrepancy at time submittals were delivered.

3.05 Bid Item 3 – Section 01 75 00 –Startup, Testing, and Adjusting A. No measurement will be made for this lump sum Bid Item.

B. Work to be paid for under this item shall include start-up, testing, troubleshooting, calibration, system demonstration and presenting Work to City in satisfactory working condition and in accordance with warranty requirements.

3.06 Bid Item 4 – Section 01 78 39 –Project Record Documents.

A. No measurement will be made for this lump sum Bid Item.

B. Work to be paid for under this item shall include record drawings, including but not limited to cost of document assembly, binders, and reproduction.

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C. Progress payment requests may be withheld if daily logs, schedule updates construction photographic and video documentation, or Record Drawings are damaged, lost or not kept current to satisfaction of City's Representative.

D. Payment for operation and maintenance data, project warranties, and project record documents shall be made as follows:

1. 30% of lump sum Bid price will be paid after Contractor submits record drawings for initial review by City's Representative.

2. 70% of lump sum Bid price will be paid after Contractor submits record drawings incorporating or responding to comments of City's Representative and successfully demonstrates system operation.

3.07 Bid Item 5 –Section 02 41 13 – Site Demolition
A. No measurement will be made for this lump sum Bid Item.

B. Work to be paid for under this item shall include labor, materials, tools, and equipment for demolishing below-ground sewer piping as shown on the plans, which includes cutting and removing existing sewer system mains, pavement saw cutting, pavement removal, excavation, pipe cutting and spool removal, pipe clean out removal, pipe fitting removal, backfilling and compacting, preparation and compaction of subgrade beneath new improvements, replacement and restoration of surface features where shown, and disposal of excess excavated material.

C. Work to be paid for under this item shall include labor, materials, tools, and equipment for structure demolition of the existing drain overflow, removal of existing concrete, masonry, steel, metal, wood, or plastic structural, mechanical or electrical items shown, removal and legal disposal of hazardous materials, and salvage of materials noted.

D. Work to be paid for under this item shall include labor, materials, tools, and equipment for site demolition of the existing rock drain system as shown on the plans, which includes cutting and removing existing perforated sewer drain, concrete, asphalt, rock removal, straw baffle removal, pipe cutting and spool removal, pipe clean out removal, pipe fitting removal, backfilling and compacting, preparation and compaction of subgrade beneath new improvements, replacement and restoration of surface features where shown, and disposal of excess excavated material.

3.08 Bid Item 6 – Section 03 30 00 – Reinforced Concrete Slab on Grade A. No measurement will be made for this lump sum Bid Item.

B. Work to be paid for under this item shall include reinforced concrete slab on 6” aggregate base where shown, including subgrade preparation, aggregate base, compaction, concrete, reinforcing, curing, testing, and finishing.

C. Work to be paid for under this item shall also include new concrete work where shown, including excavation, scarifying and sterilizing existing soil beneath concrete pads, preparation and compaction of subgrade new improvements, disposal of excess excavated material, backfill, bedding, falsework, formwork, concrete foundation, concrete flooring, reinforcement, concrete, anchors, embedments, joint sealants, special inspection, form removal, curing, testing, and finishing. Backfill, bedding, and compaction to conform to Specification Section 31 21 13 Subgrade Preparation.

3.09 Bid Item 7 – Section 03 30 00 – Reinforced Concrete Footings, Pads, Walls and Incidental Structures
A. No measurement will be made for this lump sum Bid Item.

B. Work to be paid for under this item shall include reinforced concrete footings or pads on 12” aggregate base where shown, including subgrade preparation, aggregate base, compaction, concrete, reinforcing, curing, testing, and finishing.

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C. Work to be paid for under this item shall also include new concrete Work where shown, including excavation, backfill, bedding, compaction, falsework, formwork, concrete encasement of piping beneath slabs and footings, concrete foundation, concrete flooring, concrete walls, reinforcement, concrete trench drain, anchors, embedments, joint sealants, stainless steel perforated trench drain, special inspection, form removal, curing, testing, and finishing. Backfill, bedding, and compaction to conform to Specification Section 31 21 13 Subgrade Preparation.

3.10 Bid Items 8 – Section 33 30 31 – PVC Gravity Sewer Pipe A. Measurement will be made for this lump sum Bid Item
B. Gravity sewers and storm drains laid to slopes of 0.1000 or less shall be measured in horizontal plane along centerline of Work between ends as laid.

C. Work to be paid for under this item shall include polyvinyl chloride (PVC) gravity sewer piping, including laterals, cleanouts, control of surface waters, trench excavation, bedding, pipe, fittings, spools, joints, gaskets, couplings, saddles, laterals, maintenance hole connections, backfill, leakage and infiltration testing, and surface restoration.

END OF SECTION

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01 29 73 – Schedule of Values - Page 1 of 4
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SECTION 01 29 73

SCHEDULE OF VALUES
PART 1 – GENERAL

1.1 Work Included
A. This section includes preparation of the Schedule of Values providing a breakdown of labor, materials, equipment and other costs for measurement and payment purposes. The schedule shall also show the division of work between the Contractor and each of the Subcontractors. The Schedule of Values shall be broken down according to each Specification Division within each project area or structure on the site.

B. Include an item in the Schedule for County and State taxes. The Contractor may also include cost items for bond, insurance, temporary facilities and mobilization.

Provide supporting data as requested by the City’s Representative for any Schedule item. Schedule shall also include items for the purchase/delivery costs for each item and material which the Contractor will request payment prior to installation. Each item shall include overhead and profit directly proportional to the direct cost of that item over the total Contract cost.

C. Assign prices to Bid Items which aggregate the Contract Price. Base prices on costs associated with scheduled activities for each Bid Item of Work.

D. The finalized Schedule of Values shall not be approved until the Contractor has responded to all review comments of the City. Provide supporting data, including certified payrolls, as requested by the City’s Representative for any Schedule item.

E. Prepare a Schedule of Materials and Equipment Costs providing information necessary for the City to document asset valuations for the City’s Enterprise Asset Management program.

1.2 Unit Prices
A. Payment for the Work in this Section shall be included as part of the lump-sum or unit-price bid amount for which such Work is appurtenant thereto, including all Work and materials specified herein and as may be required to complete this portion of the Work.

PART 2 – MATERIALS (Not Used)
PART 3 – EXECUTION

3.1 Submittals
A. Submit Schedule of Values and Schedule of Equipment and Materials Costs deliverables as described herein and in accordance with the following timeline:

Deliverable
Paragraph
Reference Submittal Time
Preliminary Schedule of Values 3.2.A At pre-construction meeting Preliminary Schedule of Values; review and
resubmittal

3.2.B Within 7 calendar days from pre-construction
meeting

01 29 73 – Schedule of Values - Page 2 of 4
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Detailed Schedule of Values 3.3.A & 3.3.B Within 7 calendar days from Notice to Proceed
Detailed Schedule of Values; review and
resubmittal

3.3.C Within 14 calendar days from Notice to
Proceed
Detailed Schedule of Equipment and Materials
Costs

3.5.A Coincident with first submittal of O&M
manuals / record drawings
B. Upon request, support prices with data which will substantiate their correctness.

3.2 Preliminary Schedule of Values
A. Submit a Preliminary Schedule of Values for each Bid Item identified in the Bid Schedule for the major components of the Work. The listing shall include, at a minimum, the proposed value for the following major work components associated with the Bid Schedule. Include in the Schedule of Values the following:

1. The total value for civil site work shall be broken down into separate values for demolition, earthwork, concrete flatwork, fencing, coatings and other items identifiable as distinct tasks or types of work.

2. The total value for yard piping work shall be broken down into separate values for each type and size of pipe and other items identifiable as distinct tasks or types of work.

3. The total value of electrical work shall be broken down into separate values for conduits, wiring, equipment and other items identifiable as distinct tasks or types of work.

4. The total value of Coatings Systems work.

5. The total value of Instrumentation, Telemetry and Control work shall be broken down into separate values for items identifiable as distinct tasks or types of work.

6. The total value of yard mechanical work inclusive of excavation, pipe installation, testing and backfill of pipe, and all incidental work associated with underground pipe installations.

7. The total value for mechanical work shall be broken down into separate values for each new mechanical device or system constructed as a part of the work and identifiable as distinct tasks or types of work.

8. The total value for structural work shall be broken down into separate values for each new and existing structure constructed or modified as a part of the work.

Miscellaneous and minor concrete work may be listed as one item in this breakdown.

B. The Contractor and City’s Representative shall meet and jointly review the preliminary Schedule of Values and make any adjustments in value allocations if, in the opinion of the City, these are necessary to establish fair and reasonable allocation of values for the major work components. Front end loading will not be permitted. The City may require reallocation of major work components from items in the above listing if in the opinion of the City’s Representative such reallocation is necessary.

3.3 Detailed Schedule of Values
A. Prepare and submit a detailed Schedule of Values for the Bid Schedule to the City.

Base the detailed Schedule of Values on the accepted preliminary Schedule of

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Values for major work components. The City shall be the sole judge of acceptable numbers, details and description of values established. If, in the opinion of the City’s Representative, a greater number of Schedule of Values items than proposed by the Contractor is necessary, the Contractor shall add the additional items so identified by the City’s Representative.

B. The minimum detail of breakdown of the major work components is indicated below.

Provide greater detail as directed by the City’s Representative.

1. Section 01 32 00, "Construction Progress Documentation," broken down by submittal.

2. Separate civil site work into individual drainage piping, drainage structures, site concrete, paving, excavation cut and fill, soil import or export, removal of existing pipe, clearing and grubbing and any other items determined to be necessary for the establishment of Pay and Schedule Activity items.

3. Separate electrical work by structure and yard facilities. Separate structures, electrical work into conduit and raceway installation, cable and wire installation, and electrical equipment installation, terminations and lighting. Separate yard facilities by duct bank designation and substations.

4. Separate instrumentation and Control work by structure.

5. Separate painting and Coating work by structure and yard area. Where specific coating work at structures or yard areas may be critical to performing the work to meet milestone and Contract dates, such work shall be included as individual pay and Schedule activity items.

6. Separate yard piping work into individual pipelines running from and to termination points at the various structures. Make each pipeline an individual pay item unless otherwise allowed by the City.

7. Separate mechanical work within each structure to identify individual piping systems, equipment installation by equipment name and number, and equipment testing and checkout.

8. Separate concrete structures, steel, and masonry into excavation, subgrade preparation, and appurtenant pre-foundation work, structural steel, masonry, concrete foundation construction, slabs on grade, walls/columns, suspended slabs, stairs, etc. (sufficient breakdown shall be provided to accommodate necessary Schedule detail), hydrostatic structure testing where required and backfill.

9. Equipment testing and plant startup broken down for completion milestones for each.

10. All other work not specifically included in the above items shall be broken down as necessary for establishment of pay and Schedule activity items.

C. The Contractor and City’s Representative shall meet and jointly review the detailed Schedule of Values. Value allocations and extent of detail shall be reviewed to determine any necessary adjustments to the values. Make any adjustments deemed necessary to the value allocation or level of detail and submit a revised detailed Schedule of Values to the City for record.

3.4 Changes to Schedule of Values
A. Changes to the CPM Schedule to add activities not included in the original schedule, but included in the original work (schedule omissions) shall have values assigned as

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approved by the City’s Representative. Reduce other activity values to provide equal value adjustment increases for added activities as approved by the City.

B. In the event the Contractor and City agree to make adjustments to the original Schedule of Values because of inequities discovered in the original accepted detailed Schedule of Values, increases and equal decreases to values for activities may be made.

3.5 Schedule of Materials and Equipment Costs
A. Submit Schedule of Materials and Equipment Costs for items as described herein and shown in the following example to establish the baseline value for the City’s Enterprise Asset Management system. The following does not represent a complete list of materials and equipment required for this project.

EXAMPLE

SCHEDULE OF EQUIPMENT AND MATERIALS COSTS
Equipment
/ Materials
Function /
Description
Size /
Capacity
Description / Mfg. /
Model Number Location
Materials
Cost (Unit
Price)
Estimated
Installed
Cost (Unit
Price)
Sewer Force
Main
6-inch DIP, Class 350, restrained
joint, ceramic epoxy lined
Buried $54/LF $75/LF
Magnetic Flow
Meter
4-inch E+H, Proline Promag 53W1HULGBAA0BAAA1Lift Station Discharge Piping
$3,750 $5,000
Submersible
Sewage Pump
5 hp,
125 gpm
KSB, Model KRT E 80-
200/34XG
Lift Station Wet
Well
$5,250 $7,500
Swing Check
Valve
4-inch APCO, 6000 series Lift Station
Discharge Piping
$775 $1,100
B. Provide the required information for equipment and materials listed in the Cityprovided equipment and materials cost spreadsheet.

END OF SECTION

01 31 19 – Project Meetings - Page 1 of 6
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SECTION 01 31 19

PROJECT MEETINGS
PART 1 - GENERAL

1.1 Work Included
A. Requirements for preconstruction meeting, progress meetings, specially-called meetings and post-construction meeting.

B. The City’s Representative will schedule meetings, prepare agenda, preside at meetings, and record and distribute minutes to all parties.

C. The Contractor shall provide data required and be prepared to discuss all items on the agenda.

1.2 Related Work
A. Section 01 32 00 Construction Progress Documentation

1.3 Contractor’s Responsibilities
A. Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting.

B. For all meetings other than those required by Contract Documents or City’s Representative, Contractor shall record minutes, including significant proceedings and decisions for each meeting. Reproduce and distribute copies of minutes within 5 days after each meeting. Provide copies to City’s Representative, all other participants in meeting, and all other parties affected by decisions made at meeting.

1.4 Preconstruction Meeting
A. After execution of the contract and before construction begins, a preconstruction meeting will be held at a time and location designated by the City’s Representative.

B. Preconstruction meeting will confirm chain of communication, define administrative processes, and discuss specific construction requirements.

C. Meeting shall be attended by:

1. City’s Project Manager.

2. City staff, as required.

3. Construction Manager.

4. Inspector.

5. Design Engineer.

6. Engineer’s design subconsultants, as required.

7. Contractor and his superintendent, major subcontractors – representatives present for each party shall be authorized to act on their behalf.

8. Representatives of government agencies, utilities, and private parties having a relevant degree of control or responsibility.

9. Other persons designated by the City.

D. Agenda for preconstruction meeting shall include:

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1. Scheduling Items
a. Distribution and discussion of the construction schedule including critical construction sequencing
b. Phasing
c. Critical work sequencing and long-lead items
d. Procedures for schedule revisions
e. Establishment of a schedule for progress meetings

2. Designation of key personnel and their duties
a. Designation of persons authorized to represent and sign documents for the City and Contractor, with examples of official signature of each b. List of names, addresses and telephone numbers of those persons authorized to act for the Contractor in emergencies
c. Safety procedures including designation of Contractor's safety officer

3. Lines of communications
a. Procedures and forms for processing field decisions and Change Orders b. Request for Information (RFI) forms and procedures
c. Submittal forms, procedures and review process
d. Proposal requests
e. Testing laboratory or agency and testing procedures
f. Payment application and processing procedures
g. Change order procedures

4. Distribution of Contract Documents

5. Use of premises
a. Parking availability
b. Field office, work, and storage areas
c. Equipment deliveries and priorities
d. Work restrictions
e. Working hours
f. City’s occupancy requirements
g. Responsibility for temporary facilities and controls including barricades, utilities, sanitary facilities, signs and other facilities required h. Procedures for moisture and mold control
i. Procedures for disruptions and shutdowns
j. Construction waste management and recycling

6. First Aid

7. Security

8. Progress cleaning and housekeeping

9. Construction permit requirements, procedures and posting

10. Identification of sub-contractor responsibilities

11. Schedule of Values

12. Procedures for maintaining record documents

13. Coordination with other contractors and activities

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14. Other project related and administrative items as appropriate

1.5 Progress Meetings
A. Progress meetings to review progress, schedule, and administrative processes with City and Contractor shall be held weekly, or as designated by the City, at times scheduled at the preconstruction meeting unless changes are agreed to by all parties and appropriate notification of such changes has been given.

B. Adjust work schedule to accommodate progress meetings. Progress meetings will be held at the City’s field office, or mutually agreed upon location.

C. Meeting shall be attended by:

1. City’s Project Manager.

2. City staff, as required.

3. Construction Manager.

4. Inspector.

5. Design Engineer, as required.

6. Engineer’s design sub-consultants, as required.

7. Contractor, Project Superintendent required.

8. Subcontractors and suppliers, as required. Representatives present for each party shall be authorized to act on their behalf.

D. Agenda for these meetings shall include:

1. Minutes of previous meeting (City).

2. Review progress of construction since the previous meeting (Contractor).

3. Discuss problems, conflicts, and field observations (City / Engineer / Contractor).

4. Identify problems which impede planned progress and develop corrective measures as required to regain the projected schedule. Revise the construction schedule if necessary. (Contractor).

5. Coordinate the progress of subcontractors (Contractor).

6. Review changes proposed by the City for their effect on the construction schedule and completion time (Contractor).

7. Schedules, including off-site fabrication and delivery schedules (Contractor).

8. At the third progress meeting of each month, review and update the CPM schedule, as required by Section 01 32 00. Identify schedule deficiencies and corrective action, if any, and review contract time adjustments for pending change orders.

9. Plan progress during the next construction period; 3-week look ahead minimum (Contractor).

10. Status of change orders (City / Engineer).

11. Submittal review status (City / Engineer).

12. Review of Contractor’s record drawings (City / Contractor).

13. Quality standards and control (City / Engineer).

14. Corrective measures required (City / Engineer / Contractor).

15. Applications for payment status (City).

16. Coordination between all parties (All Parties).

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17. Other business (All Parties).

1.6 Instrumentation and Control System Pre-Submittal Conference A. Conference shall be held to review and agree upon procedures Contractor intends use to meet instrumentation and control requirements before instrumentation or control system submittals are prepared.

B. Contractor shall arrange for a conference to be held not more than 45 calendar days following receipt of Notice to Proceed. Provide minimum 14 calendar days’ notice to the City. Conference will be held at City's field office, or mutually agreed upon location.

B. Meeting shall be attended by:

1. City’s Project Manager

2. City staff, as required

3. City’s control system integrator

4. Contractor

5. I&C sub-contractor

6. Electrical sub-contractor

7. Major control system suppliers (i.e. control panel fabricators, equipment suppliers)

8. Design Engineer of Record

9. Engineer’s electrical design sub-consultant
C. Agenda for this meeting shall include:

1. Designation of responsible personnel

2. Contractor shall present a list of:
a. Equipment and materials required
b. Manufacturer / model number proposed by the Contractor for each item c. Name of the company that will install each item

3. Contractor shall present a list of any exceptions to the Plans and Specifications along with a brief explanation of each. Approval will be subject to formal submittal.

4. Contractor shall present a sample of each type of submittal specified in the Construction Documents.

5. Contractor shall present a flow chart showing the steps to be taken in preparing and coordinating each system.

6. Contractor shall present a bar chart CPM schedule for all control system related activities from the pre-submittal conference through start-up, testing, and training.

Schedule shall indicate dates relative to:
a. Submittals
b. Design
c. Fabrication
d. Factory acceptance testing
e. Deliveries
f. Installation

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g. Field testing
h. Key milestone dates identified in the Contract Documents

7. Contractor shall present the method and procedures for meeting the coordination requirements of the Specifications. Contractor shall present the method and procedures for system check out, including general outline of factory tests.

8. Contractor shall present the method and procedure for commissioning.

9. Contractor shall present the proposed wiring numbering system. The proposed wiring numbering system shall include numbering provisions for the major systems suppliers so work can be fully coordinated with the I&C Sub-contractor and control system integrator.

1.7 Special Meetings
A. Upon appropriate notice to other parties, special meetings may be called by the City’s Representative or Contractor, at times agreed to by all parties involved.

1.8 Post-construction Conference
A. A post-construction conference will be held before final inspection of the Work to discuss and resolve all unsettled matters.

B. Prior to post-construction conference, bonds and insurance shall remain in force, and other documents required to be submitted by the Contractor will be reviewed and deficiencies identified, if any.

C. Schedules and procedures for the final inspection process and for the correction of defects and deficiencies shall be discussed and agreed upon. Contractor shall request conference after final punch-list items are complete. Conference will be held at City's field office, or mutually agreed upon location.

D. Meeting shall be attended by:

1. City’s Project Manager

2. City staff, as required

3. Construction Manager

4. Inspector

5. City’s control system integrator

6. Design Engineer, as required.

7. Engineer’s design sub-consultants, as required.

8. Contractor, Project Superintendent, required.

9. Subcontractors and suppliers, as required.

E. Agenda shall include:

1. Review of documents required to be submitted by Contractor. a. Record Drawings
b. Other record documents
c. Detailed Schedule of Equipment and Materials Costs
d. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance
e. Written warranties

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f. O&M Manuals
g. Demonstration training

2. Identification of deficiencies – punch list

3. Review schedule and procedure for final inspection process

4. Confirm schedule for correction of defects and deficiencies

5. Procedures for processing Applications for Payment at Substantial Completion and for final payment

6. Unconditional lien releases

7. Coordination with other contractors on site

8. City’s partial occupancy requirements

9. Responsibility for removing temporary facilities and controls

10. Notice of Completion
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)

END OF SECTION

5-17-vw 01 32 00 – Construction Progress Documentation - 1 of 10 SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL

1.1 Work Included
A. Contractor’s scheduling of Work using computerized Critical Path Method (CPM) scheduling to satisfy Contract schedule and project status reporting requirements.

B. Contractor’s two-week look-ahead schedule.

C. Times and durations in schedules prepared by Contractor shall be in working days.

1.2 Related Work
A. Section 01 33 00: Submittal Procedures
B. Section 01 73 00: Execution

1.3 Quality Assurance
A. Prior to submittal deadline shown in Paragraph 1.5A below, submit name and qualifications of person responsible for preparing, maintaining, updating and revising schedules. This person shall have authority to act on Contractor’s behalf and have at least 3 years verifiable experience preparing and updating construction schedules for projects of similar type, size, and complexity. Scheduler shall be proficient in use of software used. If Contractor has no employee with required scheduling experience and expertise, as determined by City, Contractor shall retain qualified CPM consultant who regularly performs these services and who in City’s opinion possesses qualifications required to perform Project CPM scheduling.

City reserves right to remove scheduler from Project if schedules submitted do not comply with requirements of this section.

B. Qualifications of scheduler shall be verified with references of not less than 3 previous projects of similar type, size, and complexity on which Contractor’s Construction Scheduler has used CPM scheduling using scheduling software. Construction Scheduler shall attend all meetings pertaining to scheduling and progress of Work.

C. City’s acceptance of Contractor’s CPM scheduling person is prerequisite to issuance of Notice to Proceed.

1.4 References
A. AGC publication “Use of CPM in Construction”

1.5 Submittals
A. Submit electronic copy of each submittal listed below in accordance with deadlines shown.

SUBMITTAL

PARAGRAPH

REFERENCE SUBMITTAL DEADLINE
Name and Qualifications of
Contractor’s Scheduler

1.3A No later than 7 calendar days after Contract Award Preliminary Progress Schedule to
Include 60-day Plan of Operation and
Project Overview Bar Chart

3.2 No later than 10 calendar days after receipt of notice to proceed.

Revised Preliminary Progress Schedule 3.2 No later than 7 calendar days after receipt of City review comments.

Original Baseline Critical Path Method
(CPM) Schedule

3.4A No later than 14 calendar days after submittal of
Revised Preliminary Progress Schedule
Original Baseline Critical Path Method
(CPM) Meeting

3.4C No later than 10 calendar days after submittal of
Original Baseline CMP Schedule
Revised Baseline CPM Schedule 3.4D No later than 10 calendar days after Original Baseline

5-17-vw 01 32 00 – Construction Progress Documentation - 2 of 10

SUBMITTAL

PARAGRAPH

REFERENCE SUBMITTAL DEADLINE
CPM Schedule Meeting
Updates and Periodic CPM Schedule
Submittals

3.4E Monthly
Two-Week Look-Ahead Schedule 3.9 Weekly
B. In addition to submittals listed above, City may require recovery schedule, Time Impact Evaluation, and mitigation plan when appropriate.

C. Procedures for submission, review and acceptance of all schedule submittals shall conform to Section 01 33 00 and applicable sections of General Conditions.

1.6 Unit Prices
A. Payment for Work in this section shall be included as part of lump-sum or unit-price bid amount for which such Work is appurtenant.

PART 2 – PRODUCTS (Not used)
PART 3 - EXECUTION

3.1 Progress of Work
A. Time of beginning, progress rate, and time of completion of Work are of the essence of this Contract. Execute work with such progress as required to prevent any delay to completion of Contract, Contract milestones, and to other contractors working on other contracts at site.

B. By preparing and submitting Construction Schedule, Contractor represents they can and intend to execute contracted Work, including activities of subcontractors, equipment vendors and suppliers, submittals and resubmittals within specified times and constraints and bid covers all costs associated with execution of Work in accordance with Construction Schedule.

3.2 Preliminary Progress Schedule Submittal
A. Prior to deadline shown in Part 1, submit one electronic copy of cost-loaded Preliminary Progress Schedule package which shall serve as Contractor's Plan of Operation for initial 60 working day period of Contract Time and to identify the manner in which Contractor intends to complete all work within the Contract Time. Submit (1) 60-day Plan of Operation bar chart, and (2) project overview bar chart type plan for all work as indicated below.

B. During initial 60 working days of Contract Time, conduct Contract operations in accordance with 60-day bar chart Plan of Operation. Bar chart prepared and submitted shall show dates for accomplishment of Contractor's early activities including:

1. Mobilization

2. Permits

3. Submittals needed for early material and equipment procurement, including specified City’s review period

4. Submittals needed for long lead equipment procurement, including specified City’s review period

5. CPM submittals

6. Initial site work, and

7. Other submittals and all other activities required and planned for execution in first 60 working days.

5-17-vw 01 32 00 – Construction Progress Documentation - 3 of 10 C. Information shall provide sufficient durations for administration, fabrication, and transportation to produce realistic delivery dates for procurement items.

D. Project Overview Bar Chart shall show major components of project work and sequence relations between major components and subdivisions of major components. Overview bar chart shall show relationships and time frames in which components of Work will be completed and placed into service to meet project milestones. Include sufficient detail for identification of subdivisions of major components into such activities as

1. Excavation

2. Foundation subgrade preparation

3. Foundation concrete

4. Completion of structural concrete

5. Utility work

6. Mechanical work

7. Electrical work

8. Instrumentation and control work

9. Other important work for each major facility within project scope.

E. Show approximate durations and start dates for each work item subdivision representing Contractor’s best estimate for Work the summary activity represents. Total duration of summary activities shall equal Contract Time. Accurately plot each major component and subdivision component on time scale sheets not to exceed 24-inches by 36-inches in size.

Use no more than 4 sheets to represent this overview information.

F. City will review Preliminary Progress Schedule and provide comments at meeting with Contractor within 10 calendar days after submittal to City. City's review and comment on schedules will be limited to Contract conformance with sequencing and milestone requirements stated in other sections of Contract Documents. Make corrections to schedules needed to comply with Contract requirements and adjust schedules to incorporate missing information requested by City. Revisions needed as result of City review and meeting with Contractor shall be resubmitted for review to City prior to deadline shown in Part 1.

G. Preliminary Progress Schedule will be used temporarily to record and monitor Work progress until Baseline Schedule, specified hereinafter, has been developed and accepted by City. Incorporate recorded data on Preliminary Progress Schedule into Baseline Schedule during first schedule update.

3.3 Schedule Methodology
A. Scheduling method shall present CPM activity and node Precedence Diagram Network (PDN) showing critical path.

B. Submit Work Breakdown Structure to City for acceptance. Include the following:

1. Work Breakdown Structure,

2. Associated alphanumeric coding structure to implement Work Breakdown Structure, and

3. Activity identification system for labeling work activities.

C. Designate code fields as follows:

1. First code field shall designate Bid Item.

2. Second code field shall identify activity as one of the following types:
a. Submittal,
b. Review/Acceptance
c. Procurement/Fabrication,
d. Delivery,
e. Construction/Installation,

5-17-vw 01 32 00 – Construction Progress Documentation - 4 of 10 f. Start-up, or
g. Change order

3. Third field shall identify applicable Contract Document section under which activity is described.

4. Fourth code field shall identify who is responsible to perform activity (i.e., Contractor, subcontractor(s), supplier, etc.).

5. Fifth code field shall identify area being worked in or facility, if appropriate.

6. Sixth code field shall identify construction phase or project element (if phasing of work or project elements are identified in Contract).

7. Include all Change Orders and Notices of Non-Compliance as separate code fields.

3.4 CPM Schedule Submittals
A. Original Baseline CPM Schedule Submittal: Prior to deadline shown in Part 1, submit hard copy of Original Baseline CPM Network Schedule and Computerized Schedule Report tabulations. Also submit compact disk or thumb drive containing all of schedule submittal information and data. Submit new disk with updated information with each change or submission of CPM schedule. Disk shall contain data compatible with scheduling software to generate network diagrams and schedule reports identical to hard copies submitted. This submittal shall have already been reviewed and accepted by Contractor's Project Manager, Project Superintendent, and Project Estimator prior to submission. CPM Schedule shall be time-scaled network diagram of "I-j" activity-on-arrow or precedence type. Network Diagram shall describe activities to be accomplished and their logical relationships and show Critical Path.

B. Computerized Schedule Report tabulations shall include:

1. Report of activities sorted by Activity Number

2. Report of activities sorted by Early Start date

3. Report of activities sorted by Total Float.

4. Report of activities sorted by Responsibility Code. Responsibility Codes shall be established for Contractor, City, subcontractors, suppliers, etc. Identify these codes in Network Diagram.

5. A successor-predecessor report which shall identify successor and predecessor activities for each activity and ties between schedule activities C. Original Baseline CPM Schedule Review Meeting: Within time stipulated above, meet with City to review Original Baseline CPM Schedule submittal. Contractor’s Project Manager, Project Superintendent, and Project Scheduler shall be in attendance. City's review will be limited to submittal's conformance to Contract requirements. However, review may also include:

1. Clarifications of design intent, process, and startup requirements.

2. Directions to include activities and information missing from submittal.

3. Requests to Contractor to clarify schedule.

D. Revised Baseline CPM Schedule: Within submittal time shown in Part 1, revise Original Baseline CPM Schedule submittal to address all review comments from Original Baseline CPM Schedule Meeting and resubmit network diagrams and reports for City's review. City, within 14 days from receipt of Revised Baseline CPM Schedule will either (1) accept schedule as submitted, or (2) advise Contractor in writing to review any part or parts of schedule which either do not meet Contract requirements or are unsatisfactory for City to monitor project's progress and status or evaluate monthly payment requests by Contractor.

City may accept schedule with conditions that first monthly CPM schedule update be revised to correct deficiencies identified. When schedule is accepted, it shall be considered as "Original Baseline CPM Construction Schedule" until an updated schedule has been submitted. City reserves right to require Contractor to adjust, add to, or clarify any portion of

5-17-vw 01 32 00 – Construction Progress Documentation - 5 of 10 schedule which may later be discovered to be insufficient for monitoring of Work. No additional compensation will be provided for such adjustments, additions or clarifications.

E. Acceptance of Contractor's schedule by City will be based solely upon schedule's compliance with Contract requirements. By way of Contractor assigning activity durations and proposing sequence of Work, Contractor agrees to use sufficient and necessary management and other resources to perform work in accordance with schedule. Upon submittal of schedule update, updated schedule shall be considered "current" project schedule.

F. Submission of Contractor's progress schedule to City shall not relieve Contractor of Contractor's total responsibility for scheduling, sequencing, and pursuing Work to comply with requirements of Contract Documents, including adverse effects such as delays resulting from ill-timed work.

G. Monthly Updates and Periodic CPM Schedule Submittals: Following acceptance of Contractor's Original Baseline CPM Schedule, monitor progress of Work and adjust schedule continuously to reflect actual progress and any changes in planned future activities. Submit complete schedule updates in accordance with General Conditions Article 6, including all information requested in original schedule submittal and as specified herein.

Each update shall continue to show all work activities including those already completed.

These completed activities shall accurately reflect record drawing information by indicating when work was actually started and completed.

H. Neither submission nor updating of Contractor's original schedule submittal nor submission, updating, change or revision of any other report, curve, schedule or narrative submitted to City by Contractor under this Contract, nor City's review or acceptance of any such report, curve, schedule or narrative shall have effect of amending or modifying, in any way, Contract completion date or milestone dates or of modifying or limiting, in any way, Contractor's obligations under this Contract. Only a signed, fully executed change order can modify these contractual obligations.

I. Monthly schedule update submittal will be reviewed with Contractor during a monthly construction schedule review meeting held on 20th Work Day of each month. The goal of these meetings is to enable Contractor and City to initiate appropriate remedial actions to minimize any known or foreseen delay in completion of Work and to determine amount of Work completed since last month's schedule update. Status of Work will be determined by percent complete of each activity shown in Network Diagram. These meetings are considered a critical component of overall monthly schedule update submittal and Contractor shall have appropriate personnel attend. As a minimum, Contractor's Project Manager and General Superintendent shall attend these meetings. Submit within 7 working days after monthly progress meeting revised CPM Network Diagram, the revised CPM computerized tabulations as noted herein, revised successor/predecessor report, Project Status Reports as defined in Paragraph 3.8 and Contractor's Application for Payment.

Within 5 working days of receipt of above noted revised submittals, City will either accept or reject monthly schedule update submittal. If accepted, percent complete shown in monthly update will be basis for Application for Payment to be submitted by Contractor. If rejected, correct and resubmit update before Application for Payment for update period can be processed.

J. Schedule Revisions: Highlight or otherwise identify all changes to Network Diagram Schedule Logic or activity durations made from previous schedule. Modify any portions of CPM schedule which become infeasible because of activities behind schedule or for any other valid reason.

3.5 Change Orders
A. Upon acceptance of a change order, or upon receipt by Contractor of authorization to proceed with additional work, change shall be reflected in next submittal of CPM schedule by Contractor. Use sub-network in schedule depicting changed work and its effect on other

5-17-vw 01 32 00 – Construction Progress Documentation - 6 of 10 activities. This sub-network shall be tied to main network with appropriate logic, so true analysis of Critical Path can be made.

3.6 CPM Standards
A. CPM, as required by this Section, shall be as outlined in Association of General Contractors (AGC) publication, "" except either "I-j" arrow diagrams or precedence diagramming format may be used. In case of conflicts between Contract Documents and AGC Document, Contract Documents shall govern.

B. Include in construction schedules graphic network diagram and computerized construction schedule reports as described in Paragraph 3.4.

C. CPM network shall be in form of pure logic diagram or, if directed or accepted by City, a time scaled "I-j" activity-on-arrow or precedence type diagram and may be divided into a number of separate sheets with suitable match lines relating interface points among sheets.

Individual sheets shall not exceed 36-inch by 60-inch (maximum 2 sheets).

D. Except for a pure logic diagram, show all construction activities and procurement activities in time-scaled format. Show calendar time line along entire sheet length. Plot each activity arrow or node to accurately represent beginning and completion dates of each activity along calendar time line. Show activities using symbols clearly distinguishing between critical path activities, non-critical activities and free float for each non-critical activity.

Identify all activity items by their respective Activity Number, Responsibility Code, Work Duration, and their Dollar Value. All non-critical path activities shall show their total float time in scale form using dotted line or other graphical means.

E. Compute duration estimate for each activity in working days considering scope of activity work and resources planned for activity. Except for certain non-labor activities, such as concrete curing or delivery of materials, activity duration shall not exceed 10 working days nor be less than one working day unless otherwise accepted by City.

F. Float time shall be total float defined as the number of working days each non-critical path activity may be delayed before it and its succeeding activities fall on critical path. If a noncritical path activity is delayed beyond its float period, that activity then becomes part of critical path and controls project end date. Thus, delays of non-critical path activities beyond their float times will delay Project completion.

G. Neither City nor Contractor owns float time. The Project owns all float time. Liability for delay of Project completion date rests with party causing delay to Project completion date.

For example, if Party A uses some, but not all of float time and Party B later uses remainder of float time as well as additional time beyond float time, Party B shall be liable for costs associated with time that represents delay to project's completion date. Party A would not be responsible for any costs since it did not consume all of float time and additional float time remained, therefore, Project's completion date was unaffected.

H. Include 10 lost days on CPM schedule's critical path for inclement weather.

3.7 Schedule Reports (Format)
A. Prepare Schedule Reports based on Construction Schedule to include following minimum data for each activity:

1. Activity Numbers and Responsibility Codes

2. Contract Number

3. Estimated Activity Duration

4. Activity Description

5. Activity's Percent Completion

6. Early Start Date (Calendar Dated)

7. Early Finish Date (Calendar Dated)

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8. Late Start Date (Calendar Dated)

9. Late Finish Date (Calendar Dated)

10. Status (Whether Critical)

11. Total Float for Each Activity

12. Free Float for Each Activity

13. Cost Value for Each Activity
B. Preface each Schedule Report with the following summary data:

1. Project Name

2. Contractor.

3. Contract No

4. Type of Tabulation

5. Project Duration

6. Contract Completion Date (revised to reflect time extensions)

7. Commencement Date Stated in Notice to Proceed

8. Data Date and Plot Date of Network Diagram

9. If update, new schedule completion date

3.8 Project Status Reporting
A. In addition to submittal requirements for CPM scheduling, submit monthly project status reports (Overview Bar Chart and written narrative report) in conjunction with revised CPM Schedules. Status reporting shall be in form specified below.

B. Prepare and submit monthly Overview Bar Chart schedule of major project components.

Overview bar chart schedule shall summarize current CPM schedule (original and as updated and adjusted throughout construction period). It shall contain no more than 2 sheets which shall not exceed 36-inch by 60-inch. Represent major project components as time bars subdivided into various types of Work including demolition, excavation and earthwork, yard piping, concrete construction, mechanical, electrical and instrumentation installations. Major components shall include each new structure by area designation, sitework, modifications to existing structures, tie-ins to existing facilities and plant startups.

C. Accurately time scale plot each major component and subdivision consistent with project overview bar chart specified above. It shall represent same status indicated by early start and finish activity information contained in latest update of CPM schedule. In addition, indicate percent completion for each major component and subdivision. Make initial submittal of overview bar chart schedule at time revised Original Baseline CPM Schedule is submitted to City within submittal deadline shown in Part 1. Amend overview schedule to include any additional detail required by City. Include any additional information requested by City at any time during construction of Work.

D. Submit monthly written narrative reports. Written status reports shall include:

1. Status of major project components (Percent Complete, amount of time ahead or behind schedule) and an explanation of how project will be brought back on schedule if delays have occurred.

2. Progress made on critical activities indicated on CPM schedule.

3. Explanations for any lack of work on critical path activities planned to be performed during last month

4. Explanations for any schedule changes, including changes to logic or to activity durations.

5. A list of critical activities scheduled to be performed in next two-month period.

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6. Status of major material and equipment procurement.

7. Value of materials and equipment properly stored at site, but not yet incorporated into Work-in-place.

8. Any delays encountered during reporting period.

9. An assessment of inclement weather delays and impacts to progress of Work.

E. Contractor may include any other information pertinent to status of project. Include additional status information requested by City.

3.9 Two-Week Look-Ahead Schedule
A. Provide a two-week look-ahead schedule at each weekly construction progress meeting showing the proposed short-term work scheduled by trade.

3.10 Allowance for Holidays and Inclement Weather in CPM Schedule A. Include at least 10 lost days on CPM schedule's critical path to allow for inclement weather.

B. Include lost days for City-observed holidays in CPM schedule.

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HOLIDAY SCHEDULE
January, 2025 to September, 2026

JANUARY
January 1, 2026 (Thursday) New Year’s Day
January 19, 2026 (Monday) Martin Luther King, Jr. Day

FEBRUARY
February 16, 2026 (Monday) President’s Day
MAY
May 25, 2026 (Monday) Memorial Day
JULY
July 3, 2026 (Friday) Independence Day (Observed)

SEPTEMBER
September 7, 2020 (Monday) Labor Day

NOVEMBER
November 11, 2026 (Wednesday) Veteran’s Day
November 26, 2026 (Thursday) Thanksgiving Day
November 27, 2026 (Friday) Day after Thanksgiving

DECEMBER
December 24, 2026 (Thursday) Christmas Eve
December 25, 2026 (Friday) Christmas Day
December 31, 2026 (Thursday) New Year’s Eve

JANUARY
January 1, 2027 (Friday) New Year’s Day
January 18, 2027 (Monday) Martin Luther King, Jr. Day

FEBRUARY
February 15, 2027 (Monday) President’s Day
MAY
May 31, 2027 (Monday) Memorial Day
JULY
July 5, 2027 (Monday) Independence Day (Observed)

SEPTEMBER
September 6, 2027 (Monday) Labor Day

END OF SECTION

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01 32 23 – Construction Survey Staking - Page 1 of 4
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SECTION 01 32 23

CONSTRUCTION SURVEY STAKING
PART 1 – GENERAL

1.1 Work Included
A. Contractor’s requirements for field-surveying services and Contractor’s daily construction reporting for land survey work.

B. City will provide Contractor with surveys and survey controls prepared for design.

1.2 Related Work
A. Section 01 33 00: Submittal Procedures
B. Section 01 40 00: Quality Requirements
C. Section 01 73 00: Execution

1.3 System Description
A. Lines, grades, and measurements for Work, including constructing staking, shall be Contractor’s responsibility.

B. Preserve and/or reset all benchmarks and monuments.

C. In event of removal or disturbance of benchmarks or monuments by Contractor’s forces, or by reason of Contractor’s negligence, Contractor shall be liable for cost of their replacement.

D. Develop and complete such additional detailed surveys as are needed for construction.

1.4 Quality Assurance
A. Contractor-provided surveys shall be performed under supervision of Californialicensed Land Surveyor or California Registered Civil Engineer experienced in and licensed to practice surveying.

B. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section.

A. City’s Representative will perform field observation to verify Work is being performed in accordance with Contract Documents. Cooperate with City’s Representative and make necessary provisions to facilitate safe observation of Contractor’s Work.

1.5 Submittals
A. Furnish the following submittals.

SUBMITTAL DESCRIPTION
Certificate Submit certificate signed by licensed surveyor or professional engineer certifying location and elevation of Project improvements visible on surface, including sidewalks, paving, structures, fences, gates, vaults, and other permanent improvements.

Surveyor’s Notes Submit one set of calculations, cut sheets, and field notes provided by

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SUBMITTAL DESCRIPTION
licensed surveyor or professional engineer for constructing Work.

Project Record Documents Submit CD or DVD with record of Work performed and record survey data to include electronic copy of current AutoCAD format (.dwg format). Coordinate (ASCIII.txt format) and alignment geometry files (format varies).

1.6 Unit Prices
A. Payment for construction surveying and staking will be included in price bid for items of Work for which alignment, grades, or limits must be staked.

PART 2 – MATERIALS (Not Used)
PART 3 – EXECUTION

3.1 Preparation
A. Verify layout information shown on Plans in relation to property lines and existing benchmarks, before proceeding to lay out Work.

B. Locate and protect benchmarks, monuments, and project control points. Preserve permanent reference points during construction.

C. Do not change or relocate benchmarks, monuments, or project control points without prior written approval.

D. Promptly report lost or destroyed benchmarks, monuments, or project control points or requirements to relocate reference points because of necessary changes in grades or locations.

E. Promptly replace lost or destroyed benchmarks, monuments, and project control points. Base replacements on original survey control points.

F. Establish and maintain at least 2 permanent benchmarks on site, referenced to data established by survey control points.

G. Record horizontal and vertical data, and benchmark locations, on Project Record Drawings.

H. Do not disturb any monuments, survey markers, or bench marks without permission from the City’s Representative.

I. Bear the expense of resetting any monuments, survey markers, or bench marks which may be disturbed without permission.

J. File corner record form referencing survey monuments subject to disturbance in Office of County Surveyor prior to start of construction and also prior to completion of construction for replacement of any survey monuments. Such points shall be referenced and replaced with appropriate monumentation by Registered Land Surveyor or Registered Civil Engineer authorized to practice land surveying within the State of California.

3.2 General Survey Requirements
A. Work from lines and levels established from survey control shown on Plans, or as provided by City’s Representative.

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B. Establish benchmarks, monuments, and markers to set lines and levels at each construction segment and elsewhere as needed to locate each Project element.

C. Calculate and measure required dimensions within indicated or recognized tolerances.

D. Do not scale Plans to determine dimensions. Use dimensions provided on Plans to determine locations of improvements.

E. Advise subcontractors engaged in construction activities of marked lines and elevations provided for their use and their responsibility to protect and preserve these points.

F. As construction proceeds, incorporate horizontal and vertical checks to verify location of key improvements.

G. Maintain surveyor’s log of control and other survey work. Make log available to City for reference.

1. Record deviations from design grade, profiles and elevations, and advise City’s Representative when deviations exceed industry standards for maintaining design criteria.

2. On Project Record Drawings, record deviations that are accepted and not corrected, and record deviations that are not corrected.

H. Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction.

Coordinate with local authorities having jurisdiction.

3.3 Survey Staking for Plant Improvements
A. On completion of foundation walls, major site improvements, and other work requiring field-engineering services, prepare certified survey showing dimensions, locations, angles, and elevations of construction and sitework.

B. Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations.

C. Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical and electrical work.

3.4 Survey Staking for Clearing Lands and Rights-of-Way A. Provide field markers along both sides of the construction right-of-way (except where a side is contiguous with an improved road, street, or property) at horizontal curve BCs and ECs, at angle points, and at 100-ft maximum intervals in horizontal curves and 500-ft maximum intervals along horizontal tangent runs.

B. Provide wooden lath markers in open terrain and painted marks on structures and pavements.

3.5 Survey Staking for Constructing Pipelines
A. Provide construction stakes and grade sheets for use in constructing pipelines based on Plans.

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B. For all pipelines not installed in tunnels or casings, set one stake at 50’ intervals, (25’ intervals for gravity sewer or drain lines,) and at all angle points and grade breaks.

C. Set one additional reference stake and/or witness lath for each pipeline appurtenance.

D. Set stakes at the ground surface or paint markings on paved surface along mutually acceptable offset to pipeline centerline.

E. Offset shall be constant both as to side and distance from centerline for runs of not less than 2,000’ where physically practicable with provided easements.

F. Station, offset, and cut/fill to flow line shall appear on these stakes.

G. Elevation of each point and cut/fill to the pipe invert shall be given on grade sheets.

H. Exercise care in selecting offset to be used if sloping the trench is anticipated. It shall be the Contractor’s responsibility to accurately transfer line and grade for facility to trench bottom. Pavement scoring, cutting, and removal shall be accomplished from this same set of construction stakes. No additional stakes shall be set for such purpose.

I. Provide 2 benchmarks and principal control monuments for line and grade for pipe installed inside tunnels or casings. Exact location of these benchmarks and monuments will be dictated by site conditions.

3.6 Survey Staking for Constructing Structures and Appurtenances A. Provide survey staking and reference points.

B. Major structures will be controlled by 2 lines set at right angles to each other, along 2 faces of the structure, the ends of each line to be beyond the limits of the work, and with elevations only marked on at least 2 of these control points.

C. At minor structures, manways, and appurtenances set a stake along the pipeline construction offset, with the respective pipeline station for its centerline shown.

END OF SECTION

9-16-vw 01 32 33 – Construction Photographic and Video Documentation - 1 of 4 SECTION 01 32 33

CONSTRUCTION PHOTOGRAPHIC AND VIDEO DOCUMENTATION
PART 1 - GENERAL

1.1 Work Included
A. Administrative and procedural requirements for the following:

1. Preconstruction video recordings.

2. Periodic construction photographs.

3. Final completion construction photographs or video recordings.

B. Submit preconstruction photographs or videos to City’s Representative before Work is performed which has potential to disturb or modify public or private property not owned by City. Contractor has the choice of which format to submit.

C. Failure by Contractor to submit preconstruction photographs or videos may be taken by City as evidence subsequent claims by property owners for damage to their property can be rightfully attributed to Contractor's actions.

1.2 Related Work
A. Section 01 33 00: Submittal Procedures
B. Section 01 40 00: Quality Requirements
C. Section 01 73 00: Execution
D. Section 01 77 00: Closeout Procedures

1.4 Quality Assurance
A. Use adequate numbers of skilled workmen trained and experienced in necessary trades and crafts and completely familiar with specified requirements and methods for proper performance of Work of this section.

1.5 Submittals
A. The following minimum photographic or video documentation shall be required.

1. One submittal of preconstruction videos taken before start of Work.

2. Periodic construction photographs submittals showing construction work in progress taken every month Contractor is on site.

3. One submittal of final completion construction photographs.

B. Submittals shall meet the following requirements.

SUBMITTAL DESCRIPTION
Photograph Key Plan Key plan of Project site with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of construction.

Include same information as corresponding photographic documentation.

Submit key plan with each digital or construction photograph submittal. .

Digital Photographs Submit pre-construction image files or video recording before beginning Work.

Submit progress digital photograph image files with each monthly pay request.

Use digital camera with minimum sensor resolution of 8 megapixels.

Format: Minimum 3200 by 2400 pixels, in unaltered original files, with same aspect ratio as sensor, uncropped, date and time stamped, in folder named by date of photograph, accompanied by key plan file.

CD ROM Discs in labeled plastic jewel cases.

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SUBMITTAL DESCRIPTION
Identification: Provide the following information with each image description in file metadata tag:

Name of Project.

Name and contact information of photographer.

Name of City and City’s Representative.

Name of Contractor.

Date photograph was taken.

Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

Unique sequential identifier keyed to accompanying key plan.

Video Recordings Submit video recordings within 7 days of recording.

Submit video recordings in digital video disc format acceptable to City’s Representative.

With each submittal, provide the following information:

Name of Project.

Name and contact information of photographer.

Name of City and City’s Representative.

Name of Contractor.

Date video recording was recorded.

Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

Weather conditions at time of recording.

1.6 Unit Prices
A. Payment for Work in this section shall be included as part of lump-sum or unit-price bid amount for which such Work is appurtenant.

B. Base number of construction photographs on average of 30 photographs per month over duration of Work plus one preconstruction video and one post construction video.

PART 2 - PRODUCTS

2.1 Materials
A. Digital images shall be in JPG format, produced by a digital camera with minimum sensor size of 8 megapixels, and at an image resolution of not less than 3200 by 2400 pixels.

B. Digital video recordings shall be high-resolution, digital video disc in format acceptable to City’s Representative.

PART 3 - EXECUTION

3.1 Preparation
A. Obtain and transfer copyright usage rights from photographer to City for unlimited reproduction of photographic documentation.

3.2 Photography
A. Engage qualified photographer to take construction photographs.

B. Take photographs using maximum range of depth of field. Photographs shall be in focus and clearly show Work. Photographs with blurry or out-of-focus areas will not be accepted.

C. Maintain key plan with each set of construction photographs that identifies each photographic location.

9-16-vw 01 32 33 – Construction Photographic and Video Documentation - 3 of 4 D. Submit digital images exactly as originally recorded in digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

1. Include date and time in file name for each image.

2. Maintain one set of images accessible in field office at Project site, available at all times for reference. Identify images in same manner as those submitted to City’s Representative.

3.3 Video Recordings
A. Engage qualified videographer to record construction video recordings.

B. Mount camera on tripod before starting recording unless otherwise necessary to show area of construction. Display continuous running time and date. At start of each video recording, record weather conditions from local newspaper or television and actual temperature reading at Project site.

C. Describe scenes on video recording by audio narration by microphone while video recording is in progress. 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 narration with name of Project, Contractor's name, videographer's name, and Project location.

D. Provide printed transcript of narration. Display images and running time captured from video recording opposite corresponding narration segment.

3.4 Preconstruction Videos
A. Before starting excavation and/or demolition, record video recording of Project site and surrounding properties from different vantage points, as directed by City’s Representative.

B. Videos shall be of sufficient quality and thoroughness to fully document preexisting damage or wear to video-recorded property for which Contractor or City might be asked to compensate property owner were it not for video evidence of preexisting damage. Where existing cracks in concrete, masonry or other materials are wider than thickness of a dime, include a dime or similar visual standard in photo or video for reference.

C. Flag excavation areas and construction limits before recording preconstruction videos.

D. Show existing conditions adjacent to Project site before starting Work.

E. Show existing buildings either on or adjoining Project site to accurately record physical conditions at start of excavation and/or demolition.

F. Show protection efforts by Contractor.

3.5 Periodic Construction Photographs
A. Periodic Construction Photographs: Take minimum 30 photographs weekly, with timing each month adjusted to coincide with cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken.

B. Take photographs of all Work to be covered or buried prior to covering or burying.

Photographs shall show:

1. Subgrade,

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2. Geotextiles,

3. Utilities,

4. Steel reinforcement,

5. Concrete footings, retaining walls, and foundations,

6. Fasteners,

7. Embedments

8. Bare concrete surfaces,

9. Framing,

10. Piping,

11. Pipe connections,

12. Valves and fittings,

13. ,

14. Other items directed by City’s Representative.

C. Provide construction site, electrical, and mechanical progress photographs taken not less than weekly showing progress of the Work.

D. Where structural members are fabricated off site, provide photographic documentation of fabrication in sufficient detail and quantity to show all work not visible at time of delivery to jobsite.

E. Where on-site events may result in construction damage or losses, take photographs as needed to document damage or losses.

F. From time to time, City’s Representative will instruct photographer about number and frequency of photographs and general directions on vantage points. Select actual vantage points and take photographs to show status of construction and progress since last photographs were taken.

3.6 Final Completion Construction Photographs
A. Take minimum 30 color photographs after date of Substantial Completion for submission as project record documents. City’s Representative will inform photographer of desired vantage points.

B. Do not include date stamp on final completion construction photographs.

END OF SECTION

01 33 00 – Submittal Procedures - Page 1 of 16
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SECTION 01 33 00

SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.1 Work Included
A. General procedures and requirements for submittals, initial submittal, submittals required on City's request, progress reports, Shop Drawings, product data and samples, notification of affected residences and businesses, and submittal forms.

1.2 Related Work
A. Section 01 32 33: Construction Photographic and Video Documentation B. Section 01 40 00: Quality Requirements
C. Section 01 63 00: Product Substitution Procedures
D. Section 01 65 00: Product Delivery Requirements
E. Section 01 66 00: Product Storage and Handling Requirements F. Section 01 73 00: Execution

1.3 General
A. Submit descriptive information, including Shop Drawings, Catalog Data, Installation or Application Instructions, Operation and Maintenance Instructions, Certificates of Compliance, Engineering Calculations, Foundry and Test Record Transcripts, and other engineering data covering materials, equipment, and/or methods of work, which will enable City’s Representative to advise City whether Contractor's proposed materials, equipment, or methods of work are in general conformance with design concept and in compliance with Contract Documents. Submittals shall become permanent part of Work under this contract.

B. Contractor shall be responsible for accuracy and completeness of information in each submittal and shall assure material, equipment, or method of work is as described in submittals. Submittals shall contain all required information, including satisfactory identification of items, units, and assemblies in relation to Contract Documents.

C. Submittals shall be made by Contractor, except where City and Contractor mutually consent in writing on case-by-case basis for City to deal directly with material or equipment supplier.

D. Verify Work described in each submittal conforms to Contract Documents.

Contractor shall indicate by signed stamp on submittals that they have checked submittals and that Work shown conforms to Contract requirements and has been checked for dimensions and relationship with Work of all other trades involved.

E. Ensure there is no conflict with other submittals. Notify City in each case where Contractor’s submittal may affect Work of another contractor or City. Ensure coordination of submittals among related crafts and subcontractors.

F. Contractor may authorize material or equipment supplier to deal directly with City or City’s Representative with regard to submittal on a case-by-case basis with City’s written consent. Contractor, however, shall be responsible for accuracy and completeness of information contained in all submittals.

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G. Number submittals using numbering system as directed by City’s Representative.

H. Shop Drawing Transmittal Form. Use form included at end of this section unless otherwise directed by City. Submit separate form for each submittal and assign a submittal number. Form shall be first page of each digital submittal. Submittals without completed Contractor's Transmittal Form as first page will be returned without review and stamped "REJECTED/RESUBMIT AS SPECIFIED." I. Stock or standard drawings will not be accepted for review unless full identification and supplementary information is shown thereon in ink or typewritten form.

J. Clearly note exceptions and departures from Contract Documents, along with brief justification for each exception or departure.

K. Provide space for reviewer’s review and acceptance stamp.

1.4 Electronic (Digital) Submittals
A. Submit one (1) digital copy of each submittal using one of the following methods:

1. Email: Send submittal as pdf attachment to City’s Representative.

2. Data Tracking System (DTS): Upload digital file to server maintained by City’s Representative.

3. Compact Disc (CD) or USB Flash Drive: Burn a CD or save onto a USB containing one or more submittals and furnish copy of CD or USB to City and City’s Representative.

B. Multiple hard copies of submittals will not be accepted in lieu of digital submittal unless otherwise authorized or directed by City’s Representative.

C. One digital copy of stamped submittal with cover letter will be returned to Contractor by email or DTS as appropriate.

D. Contractor shall verify emails sent with large attachments have been successfully received by City’s Representative. Files in excess of 5 MB in size shall not be sent as attachments to emails due to size restrictions associated with users’ email systems.

1.5 Paper Submittals
A. Submit paper submittals for the following items.

1. Reinforcing steel schedules larger than 11”x17” original format

2. Original drawings larger than 11”x17” size
B. Submit 4 copies of submittals unless otherwise stated.

C. Fold paper submittals to approximately 9-inches by 12-inches.

D. Bind product data with sturdy, labeled covers with an index listing the contents.

Loose unbound submittals will be returned without review.

E. Three copies will be returned to Contractor.

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1.6 Assembly, Installation, and Operation and Maintenance Manual Submittals A. Assembly and Installation Manuals. Submit 1 digital file in pdf format for review of the complete set of assembly and installation manuals for each item of equipment for which such a manual is required. Submit 1 digital file of the final submittal in pdf format and 1 paper copy bound in three ring binders and labeled.

B. Operation and Maintenance Manuals. Submit 1 digital file in pdf format for review of the complete set of operation and maintenance manuals for each item of equipment for which such a manual is required. Submit 1 digital file of the final submittal in pdf format and 1 paper copy bound in three ring binders and labeled. Included in the binder shall be all shop drawings and a section for the City to add 11”x17” copies of record drawings.

1.7 City’s Review of Submittals
A. City’s review or acceptance of submittals shall only constitute acceptance of the following:

1. Portions of submittal in compliance with Contract Documents.

2. Exceptions or departures expressly noted on Contractor’s submittal as “exceptions” or “departures” and accepted in writing by City.

3. Exceptions or departures the City or their Representative may by chance discover and acknowledge and accept in writing in City’s response to said submittal.

B. In the event a submittal’s exception or departure from Contract Documents is neither noted by Contractor on their submittal nor acknowledged and expressly accepted by City, Contract shall remain unchanged. City’s failure to discover all exceptions and departures in submittals whether intentional or unintentional on Contractor’s part shall in no way relieve Contractor of any Contract responsibilities.

C. Resubmittal review will focus on items expressly noted by the City or their Representative as requiring correction in a prior submittal. Cleary identify any changes made on resubmittals. In the event a resubmittal deviates from a prior submittal with respect to items accepted in the prior submittal, and the Contractor does not note the exception or deviation, Contract shall remain unchanged. City’s failure to discover all exceptions and departures in resubmittals whether intentional or unintentional on Contractor’s part shall in no way relieve Contractor of any Contract responsibilities.

D. Review of submittals will proceed as follows:

1. Submit specified quantity of complete submittals together with Contractor's submittal forms to City’s Representative for review. At the City’s discretion, the City can review the submittals prior to, parallel with, or after the City’s Representative has reviewed the submittals.

2. Submittals will be stamped "ACCEPTED", "ACCEPTED AS NOTED", "REVISE AS NOTED/RESUBMIT", "REJECTED/RESUBMIT AS SPECIFIED," “NO ACTION REQUIRED,” or “SUBMITTAL NOT REQUESTED, RETURNED WITHOUT REVIEW.” Three copies with letter of transmittal will be returned to Contractor.

3. If the review indicates the material, equipment, or work method is in general conformance with the design concept and complies with the Drawings and

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Specifications, submittal copies will be marked "ACCEPTED". In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal.

4. If the review indicates limited corrections are required, copies will be marked "ACCEPTED AS NOTED". The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Provide a corrected copy where submittal information will be incorporated in Operation and Maintenance Data.

5. If the review reveals the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AS NOTED/RESUBMIT ". Except at its own risk, the Contractor shall not undertake work covered by this submittal until the submittal has been revised, resubmitted, and returned marked either “ACCEPTED " or "ACCEPTED AS NOTED".

6. If the review indicates the material, equipment, or work method is not in general conformance with the design concept or in compliance with the Drawings and Specifications, copies of the submittal will be marked "REJECTED/RESUBMIT AS SPECIFIED". Submittal with deviations which have not been identified clearly may be rejected. Except at his own risk, the Contractor shall not undertake work covered by such submittal until a new submittal is made and returned marked either “ACCEPTED" or "ACCEPTED AS NOTED".

7. If drawing or data is returned stamped "ACCEPTED", "ACCEPTED AS NOTED", “NO ACTION REQUIRED,” or “SUBMITTAL NOT REQUESTED, RETURNED WITHOUT REVIEW.” No further resubmittals will be required for that item.

8. If drawing or data is stamped "REVISE AS NOTED/RESUBMIT," or "REJECTED/RESUBMIT AS SPECIFIED," make necessary corrections and resubmit documents as required in Instruction 1. Contractor's submittal form transmitting revised documents shall show that documents comprise a resubmittal. Revisions and re-submittals shall be numbered as Revision 01, Revision 02, or as appropriate.

9. If changes other than those noted by City are made on a submittal before resubmittal, note such changes on resubmittal.

10. Revise and resubmit submittals as required, until confirmation of compliance is obtained.

11. Include in resubmittals the entire submittal package unless partial resubmittals are approved in writing by the City.

E. Costs incurred by City for original submittal and first re-submittal will be paid by City.

Costs incurred by City for the second and subsequent re-submittals will be deducted from payment due Contractor.

F. Allow not less than 31 calendar days for review and response to submittals. Review may be delayed if contingent on receipt of other submittals. Upon timely written request by Contractor, City’s Representative will make reasonable efforts to shorten review periods which may fall on Contractor's critical path.

G. Contractor shall have no claim for damages or extension of time due to any delay resulting from making required revisions to submittals.

H. Correct and resubmit rejected submittals within 14 calendar days of receipt of rejected submittal.

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I. Wait to correct and resubmit submittals until reviewed submittal has been returned to Contractor. Submittals that are revised and resubmitted prior to Contractor’s receipt of review comments for the submittal will be returned without review. Multiple versions of a submittal in various stages of review generates confusion and will not be allowed.

J. Do not order products or begin work described in required submittals until such submittals have been reviewed and returned by City stamped "ACCEPTED" or "ACCEPTED AS NOTED". Contractor’s acceptance of delivery of products prior to receipt of City’s Representative's satisfactory return of applicable submittals shall be at Contractor's risk.

K. Review of submittals by City’s Representative shall extend solely to the general type and layout of the Work and shall not be construed as relieving Contractor of full responsibility for adequacy and accuracy of submitted designs and details shown in submittals.

1.8 Initial Submittals
A. Submit the following within 10 calendar days after Notice of Award.

1. Names and addresses of Manufacturers furnishing products valued greater than either 4 percent of contract value or $40,000, whichever is less. State locations of shops at which manufacture will take place. State whether products are already designed or in production. Include brief description of products proposed, including sizes and catalog numbers.

2. Letter addressed to City’s Representative identifying Contractor's superintendent, safety officer, and traffic control coordinator, including emergency telephone numbers and signature authorization, and listing names, addresses and telephones for subcontractors.

B. Submit the following within 10 calendar days after Notice to Proceed.

1. Proposed Construction Schedule.

2. Submittal Log listing all required submittals to be submitted, including required submittals by all Subcontractors. Extension of contract time will not be granted as a result of the Contractor’s failure to make timely submittals.

1.9 Submittals on City's Request - Supplemental Information A. Submit detailed construction schedule updates with monthly pay requests to describe scheduling of elements of construction requiring City's or Contractor's coordination with public, or other private parties or public agencies.

B. Supplemental information will be requested for "accepted equals" and may be requested when there is a question a manufacturer's product conforms to Contract Documents. City reserves right to require submittal of supplemental information as described herein before acceptance of product.

C. Certification of compliance with listed reference standards shall be submitted by manufacturers on City's request. Failure of City to request certification of compliance shall not serve as waiver of Contractor's duty to comply with reference standards.

D. Submit transcripts of results of acceptance tests performed at point of manufacture of products furnished by manufacturers on City's request.

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E. Submit samples on City's request.

F. Submit names and addresses of nearest local service representatives maintaining technical service personnel and complete inventory of spare parts and accessories on City's request.

G. Submit list of 3 installations in which products comparable in size, capacity and rating with those required in Contract Documents are now in regular operation on City's request. Include listing of size capacity or rating of each installation. Include name and telephone number of at least one reference responsible for operations at each installation whom City’s Representative may contact.

1.10 Progress Reports
A. Submit daily log of construction activities to City's Representative by end of following workday on a one-page form provided by City. Provide sufficient detail in these logs to describe activities occurring during each day.

B. Submit schedule updates with monthly pay requests. If Work falls behind schedule, include in the monthly pay requests revised schedules to demonstrate how Contractor intends to bring work back on schedule.

C. Record drawings, consisting of one set of full size annotated bond paper plans and other drawings forming a part of contract, showing installed locations of improvements and all changes made during construction shall be available to City for inspection throughout project. Record all deviations from Contract Documents, including accepted change orders, using additional sketches or ink revisions, immediately after installing each portion of Work. Show locations of underground piping, conduit, sensor lines, valves, capped ends, branch fittings, pull boxes and Work. Keep one current record copy of Contract Documents, addenda, supplementary drawings, working drawings, change orders and clarifications at site and in good order. Report changes and deviations promptly to City’s Representative.

D. Partial payment requests may be withheld if daily logs, schedule updates or record drawings are damaged, lost or not kept current to satisfaction of City’s Representative.

1.11 Contractor’s Notice of Pending Delay Claim
A. In the event a delay claim is foreseen by Contractor, immediately notify City in writing. Following said notice, Contractor shall have no more than 7 calendar days to furnish follow-up information as is required by City to allow City to act judiciously to minimize losses. As a minimum, said information shall consist of a letter identifying and substantiating the cost of the expected claim per day of delay accompanied by a schedule showing any available float and delay’s impact on overall schedule.

1.12 Shop Drawings, Product Data, and Submittals
A. Shop Drawings shall be defined as job-specific drawings showing details of manufactured or assembled products.

B. Shop Drawings shall be prepared to scale wherever possible and shall include project name on shop drawing.

C. Except where preparation of a submittal is contingent upon acceptance of a prior submittal, make every reasonable effort to combine all submittals relating to same

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class or portion of Work into a common package, regardless of the variety of trades or types of equipment that may be required to construct that portion of Work. For example, submit all above ground piping, fittings, valves, actuators, pipe stands, couplings, flow meters and appurtenances as one package for review of flange compatibility, linings and coatings, pressure class, etc.

1. Packages shall clearly reference specification sections and specified submittal requirements therein, showing where in submitted literature each submittal requirement is satisfied.

2. Packages that are clearly incomplete will be returned without review.

3. To facilitate approval of critical path items or to facilitate Contractor’s communication with multiple suppliers and subcontractors, packages may contain several submittals from several suppliers so long as all relevant submittals are contained in the package.

4. Where expedited review of a single submittal within a package is desired to facilitate critical path items, notify City’s Representative in writing to request expedited review of said item. Contractor’s request for expedited review of a portion of a package of submittals shall be taken as full acceptance of responsibility by Contractor for any subsequent field modifications or substitutions later found necessary to correct any lack of coordination between expedited submittals and other submittals or to correct any lack of coordination between expedited submittals and Contract Documents is not brought to City’s attention at time of submittal.

D. Catalog cuts may be manufacturer’s pre-printed drawings and need not include the project name. However, where multiple products or options are shown in the same catalog cut, the product, size, finishes, features, or option being furnished shall be clearly delineated as specified below. Delete or cross out inapplicable data.

E. Show US units in all submittals. For submittals prepared in foreign countries where manufacturer’s literature is printed solely in metric units, Contractor may make hand annotations to convert to US units as long as annotations are clear and legible.

Submittals not bearing US units will be returned without review.

F. Submittals bearing text in languages other than English will be returned without review.

G. All materials submittals shall include the following:

1. Brand names.

2. Manufacturer.

3. I.D. Plate – Product No., etc.

4. Specification section and/or plan drawing number.

5. Intended use of product, locations, etc.

H. Shop drawings for piping or ductwork shall include the following:

1. Brand names and Manufacturers.

2. Specification section and/or plan drawing number.

3. Intended use of product, locations, etc.

4. Key or index showing locations of spools and fittings.

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5. Order of installation. Provide each spool with a unique mark number. No other spool or fitting, even on separate pipelines or casings included in the contract, shall have the same mark number. The sequential order of the mark numbers shall correspond to a logical order of installation for each pipeline.

6. Laying lengths, dimensions, sizes, clearances and tolerances for all spools and fittings.

7. Clearly legible drawing showing each pipe fitting and/or spool in plan view and in profile.

8. Station and invert elevation of all grade changes and changes in horizontal alignment.

9. Slopes of pipe not vertical or horizontal.

10. Horizontal and vertical alignment data for all curves, bends, tees and outlets.

11. Couplings and end types of all pipe, spools, fittings, outlets and adjacent valves or pipeline equipment.

12. Proposed pipeline linings and coatings including thicknesses.

13. How connections will be made between Work under this contract and existing work or work under other contracts.

14. Pipe valve support sizes and locations including anchor bolt sizes and embedments.

15. Relationship of piping to other Work.

I. Include in the shop drawings for valves, pumps or pipeline equipment the following:

1. Brand names and Manufacturers.

2. I.D. Plate – Product No., etc.

3. Packager, assembler, or supplier.

4. Specification section and/or plan drawing number.

5. Intended use of product, locations, etc.

6. Laying lengths, dimensions, sizes, clearances, tolerances and end types.

7. Weight and type of valves, pumps or equipment.

8. Valve and pump port sizes and tolerances.

9. Dimensions and orientation of actuators and pilot systems. Locations of actuator stops.

10. Valve stem extensions and supports, stem guides.

11. Sizing calculations and stem support design stamped by a registered engineer in the State of California.

12. Proposed linings and coatings.

13. Performance characteristics.

14. Special features.

15. Parts and materials lists and ratings, and details of accessories, auxiliary items, and appurtenances to be furnished, along with references to appropriate ASTM, Federal Specifications and other reference standards and grades.

16. Piping and conduit attachments and sizes.

J. Include in the shop drawings for concrete forms and falsework the following:

1. Detailed drawings of falsework proposed to be used to include

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a. General layout
b. Size of members
c. Anticipated stresses
d. Grade of materials to be used in falsework
e. Means of protecting existing construction which supports false work f. Typical soil conditions

2. Form ties and all related accessories, including taper plugs, if taper ties are used.

3. Form gaskets

4. Proposed locations and type of construction joints, including joints shown on the construction drawings and joints required for construction, but not shown on the construction drawings

5. Sequence of forming and concrete placing operations

6. Engineering calculations signed and sealed by a professional Civil or Structural Engineer registered in the State of California for both the falsework and forming systems and the stresses induced on the falsework and form systems.

K. Include in the shop drawings for structural and architectural items the following:

1. Brand names and Manufacturers.

2. I.D. Plate – Product No., etc.

3. Specification section and/or plan drawing number.

4. Intended use of product, locations, etc

5. Lengths, widths, sizes, thickness, embedment, dimensions and tolerances of structural members or architectural items.

6. Detailing of openings and wall penetrations including doors, hatches, louvers, vents, pipes and all floor, slab, wall and door penetrations.

7. Concrete foundations and bases for machinery and equipment including joints, joint filler and sealer, and reinforcing.

8. Connection details including applicable sizes, diameters, thickness, spacing, embedment and edge distances of bolts, anchors, rivets, nails, screws, spikes, connection plates, holdowns, joints, sleepers and other fasteners and fastening systems.

9. Welding details using standard ANSI/AWS 2.4 symbols and showing type, electrode, length, spacing and thickness of welds.

10. Materials listing and properties, including types, strengths and finishes of concrete, masonry, grout, metals, wood, plastics and other construction materials.

L. Include in the shop drawings for machinery and equipment the following:

1. Brand name and manufacturer.

2. I.D. Plate – Product No., etc.

3. Packager, assembler, or supplier.

4. Specification section and/or plan drawing number.

5. Intended use of product, locations, City equipment numbers, etc.

6. Dimensions, sizes, clearances, floor space, and servicing access requirements.

7. Weight and type of equipment.

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8. Location where product will be installed.

9. Anchor bolt sizes and embedments.

10. Materials, finishes and coatings.

11. Performance characteristics.

12. Special features.

13. Parts and materials lists and ratings, and details of accessories, auxiliary items, and appurtenances to be furnished, along with references to appropriate ASTM, Federal Specifications and other reference standards and grades.

14. Gauges, meters, transducers, and other components.

15. Piping and conduit attachments and sizes, duct bank details, spacers, and means of securing conduits in place during concrete placement.

M. Include in the shop drawings for electrically powered or controlled equipment, and electrical and instrumentation panels the following in addition to the above requirements for shop drawings for machinery and equipment:

1. Plans, elevations, and sections showing arrangements and positions of all panel components including nameplates.

2. Grounding.

3. Dielectric connections and materials used to isolate dissimilar metals.

4. Electrical diagrams as needed to show wiring circuit schematics, single line diagrams, voltage wire numbers and identified interlocks and terminals.

5. Logic diagrams for programmable controllers or relays if used.

6. Nameplate data showing nameplate material, height of letters, number of lines, inscriptions and dimensions.

7. Special features.

N. Shop drawings for replacement items shall include field measurements needed to verify fit in existing spaces.

O. Clearly indicate in catalog data the applicable items when several products are covered on one page. Using black ink, indicate on submitted catalog data, specification section, or plan the reference being satisfied.

P. Installation or application instructions shall be Manufacturer's printed instructions including warranty requirements, clearances required and proper field procedures to deliver, handle, install and prepare product for use. In the absence of Manufacturer's published literature, ASTM, AWWA or trade standards for proper installation will usually be accepted. If no instructions at all are submitted for installing or applying an item of Work, City reserves right to stop work on subject item at any time, and to retain experts of City’s choosing to prepare appropriate installation or application instructions to control Contractor’s work. Include in installation instructions recommended bolt torques for assembly and installation of bolted items.

Q. Operation and maintenance instructions shall be Manufacturer's printed instructions for correct operation and maintenance procedures for product, along with data which must accompany manual as directed by current regulations of government agency.

Include operating instructions for each piece of equipment. Describe equipment function, operating characteristics, limiting conditions, operating instructions, startup procedures, normal and emergency conditions, regulation and control, and shutdown. Include preventative maintenance instructions. List warranty

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requirements. Explain and illustrate preventative maintenance tasks. Include lubrication charts, lists of acceptable lubricants, trouble-shooting instructions, and lists of required maintenance tools and equipment. List recommended spare parts, their costs, and ordering information for one manufacturer who can supply these parts. Index instructions for easy reference. Include information for installed equipment only.

R. Certificate of compliance shall certify materials or procedures have been sampled, tested and found to comply with applicable reference standards, and must be accepted by City prior to shipping items described therein.

S. Engineering calculations shall be clearly legible, shall follow recognized engineering principles and shall be sufficiently detailed to permit ready check of procedures used.

Where published tables or charts are included in calculations, clearly show design or load variables used to make selection, highlighting applicable columns or rows in tables and highlighting intersecting variables on chart axes. Engineering calculations shall demonstrate compliance with current state and local codes, applicable standards, and contract requirements. Calculations shall be sealed by a registered engineer licensed in State of California. Calculations or drawings bearing seals with expired expiration dates will not be accepted.

T. Foundry or test record transcripts shall fully describe required tests in accordance with specified test standards, shall certify that factory quality control, testing and inspection requirements have been successfully completed and must be accepted by City prior to shipping items described therein.

U. Furnish the following submittals

SUBMITTAL DESCRIPTION
Preconstruction Videos Preconstruction videos shall be submitted to City before Work is performed which has potential to disturb or modify public or private property not owned by City.

Videos shall be of sufficient quality and thoroughness to fully document preexisting damage or wear to videoed property for which Contractor or City might be asked to compensate property owner were it not for photographic evidence of preexisting damage. Where existing cracks in concrete, masonry or other materials are wider than thickness of a dime, include dime or similar visual standard in video for reference.

Failure by Contractor to submit preconstruction videos, may be taken by City as evidence that subsequent claims by property owners for damage to their property can be rightfully attributed to Contractor's actions.

See Section 01 32 33.

Daily Construction Reports Submit daily record showing:

1. Total manpower for each construction trade.

2. Major equipment on site.

3. Comments on daily Work progress and status for each major Work item

4. Other information requested by City’s Representative Submit report by 9:00 AM on following Working Day.

Schedule for Lubrication
and Run-in Procedures
Submit 2 weeks before beginning procedures.

Warranty Unless otherwise stated, furnish one-year warranty from date of final acceptance.

V. City’s Representative’s review of submittals shall be limited to review of products to be incorporated in Work and to remain in place upon project completion.

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1. Contractor shall have sole responsibility at all times for construction means, methods and jobsite safety.

2. Contractor shall retain services of California-licensed civil, structural or traffic engineer, as appropriate, to design and prepare plans for necessary safety equipment required by OSHA, Cal OSHA and other state and local regulatory authorities during construction, and to prepare summary documents for Contractor’s use for accomplishing said work including, but not limited to sheeting, shoring, trench plating, excavation protection, falsework, formwork, scaffolding, barricading, pedestrian safety and traffic control.

3. Originals of summary documents, signed and sealed by engineer of record who prepared them, shall be submitted solely as proof this requirement has been fulfilled.

4. Since Contractor has sole responsibility for means, methods and jobsite safety, review of said documents will be limited to verifying preparing engineer’s registration is current and that engineer of record has no active complaints filed against them with California Board for Professional Engineers and Land Surveyors.

W. Use of contract drawing reproductions for shop drawings is subject to rejection.

1.13 Samples
A. Furnish samples, finished as specified, and as intended to be used on or in Work.

Send samples to City’s Representative, carriage prepaid.

B. Submit samples at least 21 days before date by which City’s approval is required.

Allow at least 14 days for review and return of samples.

C. Submit two of each sample, except for field samples. Attach completed Contractor's submittal form to sample. List items being transmitted, stating proposed use and location, product, color, trade name, lot, style, and model as appropriate.

D. Resubmit samples until acceptable. One of each sample will be returned to Contractor upon acceptance.

E. Samples of finishes shall be 8" x 10" and shall be of minimum thickness consistent with sample presentation. In lieu thereof, submit actual full-size item.

F. Samples of value may be returned to Contractor for use in Work after review, analysis, comparison, and/or testing as may be required by City’s Representative.

G. Furnish one sample of accepted products, colors, or textures to City’s Representative for final record. Show identification previously described including, if finish sample, manufacturer, mix proportion, name of color, building, Contractor, subcontractor, and surfaces to which applied on back of sample.

1.14 Notification of Affected Residences and Businesses A. The City and the construction management team will provide public outreach services during construction. Provide timely and detailed schedule of activities to support the public outreach effort.