Whitmore Avenue Street Resurfacing Project - Phase II NIB No. 2010-10 - specifications
CITY OF ROSEMEAD CALIFORNIA CONTRACT WHITMORE AVENUE STREET RESURFACING PROJECT FISCAL YEAR 20102011 lkli 8838 E VALLEY BOULEVARD ROSEMEAD CA 91770 TELEPHONE SCHEDULED BID OPENING MARCH
16 2011 PLANS AND SPECIFICATIONS APPROVED ON FEBRUARYW2011
TABLE OF CONTENTS BIDDING DOCUMENTS 1 Notice Inviting Bids NIB1 NIB 2 2 Instructions to Bidders ITB1 ITB10 3 Contract Bid Forms CBF1 CBF13 CONTRACT AGREEMENT 1 Contract Agreement and
Insurance Requirements 2 Performance Bond 1to 4 3 Payment Bond 1to 4 CONTRACT PROVISIONS 1 Prevailing Wage Statement NIB1 2 Section 3 Statement NIB1 3 Apprenticeship Program NIB1 4 Section
3 Clause 1to 2 5 Federal Labor Standard Provisions 1to 4 6 Current Federal DOL Wage Decision 1to 25 7 Federal EEO and Affirmative Action Requirements1to 10 8 Contracting with Small MinorityFWiormmesn
Business Enterprise 1 9 Compliance with Clean Air and Water Acts 1
COMPLIANCE FORMS 1 Non Collusion Affidavit 1 2 Non Segregated Facilities Certification 1 3 Past Performance Certificate 1 4 County Lobbying Certification 1 5 Wsorker Compensation Certification
1 6 Contractor List of Proposed Subcontractors 1 7 Request for Additional Classification and Rate 1 8 Notice of Equal Employment Opportunity Commitment1 9 Notice of Section 3 Commitment
1 10 Section 3 Economic Opportunity Plan 1to 2 11 Section 3 Resident Certification 1 12 Section 3 Business Certification 1 13 Section 3 Economic Opportunity Report Contractor1 14 Federal
Lobbying Certification 1 CONTRACT APPENDIX Part A General Conditions 139 Supplemental General Conditions17 Part B Technical Provisions TP1 TP64 Part C Appendix A Survey Monument Standard
Caltrans Standards APWA Standard Plans
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CITY OF ROSEMEAD NOTICE INVITING BIDS NIB No 201010 NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD California will receive sealed bids up to 130 colockMAon Wednesday the 16 day of
March 2011 in the office of the Citv Clerk and they will be publicly opened at 0101mafor WHITMORE STREET RESURFACING PROJECT PHASE II CDBG PROJECT No P84429 ALSO NOTICE IS HEREBY GIVEN
That the City Labor Standards Osfficer representative Michelle Ramirez will conduct a prebid meeting at the City Hall of the City of Rosemead on March 10 2011 at 010am The purpose of
the PreBid meeting is to familiarize any and all interested prospective bidders of the requirements and submittals which are part of this project Also any questions regarding the physical
aspects of these improvements and all forms necessary to be submitted with the sealed bid on the bid opening day The project includes the removal of existing roadway and construction
of 4inch ARHM over 6inch CMB construction of new sidewalk driveway approaches landscape and irrigation installation and other related work as described in the Specifications and Contract
Documents by this reference made a part hereof The engineers estimate of this project is0100900 The successful bidder shall have fortyfive 45 calendar days to complete the work Liquidated
damages shall be 50000 per working day Plans Specifications and Contract Documents may be obtained at the office of the City Clerk of the CITY OF ROSEMEAD 8838 E Valley Boulevard Rosemead
California 91770 626 5692177 for a non refundable charge of 0205 and 040 if mailing is requested Specifications are going to be posted on line at the City Website Prevailing Wage Statement
This is a federally assisted construction contract Federal Labor Standards Provisions including prevailing wage requirements of the DavisBacon and Related Acts will be enforced In the
event of a conflict between Federal and State wages rates the higher of the two will prevail The csontractor duty to pay the State Prevailing wages can be found under Labor Code Section
1770 et seq and Labor Code Sections 1775 and 17777 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment Section 3 Statement
This is a HUD Section 3 construction contract First preference will be given to a bidder who provides a reasonable bid and is a qualified Section 3 Business Concern Second preference
will be given to a bidder who provides a reasonable bid and commits to achieving the Section 3 employment training and subcontracting opportunity goals by submitting a written commitment
Economic Opportunity Plan In accordance with Sections 15777 and 16777 of the Labor Code as amended and the regulations of the California Apprenticeship Council properly indentured apprentices
may be employed in the prosecution of the work Attention is directed to Sections 15777 and 16777 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor
under him NIB1
The Contractor and any subcontractor under him shall comply with and be governed by the laws pertaining to working hours as set forth in Division 2 Part 7 Chapter 1 Article 3 of the
Labor Code as amended The Contractor shall forfeit as a penalty to the City of Rosemead 0205for each laborer workman or mechanic employed in the execution of the contract by him or any
subcontractor under him upon any of the work herein before mentioned for each calendar day during which said laborer workman or mechanic is required or permitted to labor more than 8
hours in violation of said Labor Code Contractor shall pay travel and subsistence pay pursuant to Labor Code Section 18773 Each bid must be accompanied by a bsidder security in an amount
not less than 10 of the amount of the bid as a guarantee that the bidder will if awarded the Contract enter into a satisfactory agreement and provide a Performance Bond and a Payment
Bond each not less than 100 of the total amount of the bid price No bidder may withdraw his bid for a period of sixtyone 61 days after the above bid opening date The CITY OF ROSEMEAD
will affirmatively insure the disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against
on the grounds of race color disability sex or national origin in the consideration for an award It shall be mandatory upon the Contractor and upon any subcontractor under the Contractor
to pay not less than the prevailing rate of per diem wages in the locality of the CITY OF ROSEMEAD to all workers employed in the execution of the Contract Bidders shall be licensed
in accordance with the provision of Chapter 9 Division 111 of the Business and Professions Code of the State of California Bidder shall have a Class A license in good standing at the
time Bids are received The Council reserves the right to reject any and all bids and to waive any informality technical defect or minor irregularity in any bid submitted An award of
service shall not be final until the bids have been reviewed and a Service Agreement with the City has been signed by the selected firm and by the City Award of Service Agreement is
proposed for March 22d 2011 Dated this 2011 GLORIA MOLLEDA CITY CLERK Publish February 25 March 3 10 2011 J
L91 11C1UMOMMOSAWWeDmIa
TABLE OF CONTENTS Page 1 AVAILABILITY OF BID DOCUMENTS 1 2 EXAMINATION OF BID DOCUMENTS 1 3 INTERPRETATION OF BID DOCUMENTS 1 4 INSPECTION OF SITE PREBID CONFERENCE AND SITE WALK 2 5
ADDENDA 2 6 PREPARATION OF BIDS 2 7 ALTERNATE BIDS 3 8 MODIFICATIONS OF BIDS 3 9 SIGNING OF BIDS 3 10 BID GUARANTEE BOND 4 11 SUBMISSION OF SEALED BIDS 4 12 DELIVERY AND OPENING OF BIDS
5 13 WITHDRAWAL OF BID 5 14 AWARD PROCESS 5 15 DESIGNATION OF SUBCONTRACTORS 5 16 LICENSING REQUIREMENTS 6 17 DISQUALIFICATION OF BIDDERS INTEREST IN MORE THAN ONE BID 6 18 INSURANCE
REQUIREMENTS 6 19 REQUIRED BIDDER CERTIFICATIONS 6 20 BASIS OF AWARD BALANCED BIDS 6 21 FILING OF BID PROTESTS 7 22 PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS 7 23 EXPERIENCE AND
TECHNICAL REQUIREMENTS 7 24 SALES AND OTHER APPLICABLE TAXES PERMITS LICENSES AND FEES 8 25 EXECUTION OF CONTRACT 8 26 OWNER RIGHTS 8 27 BSIDDER RESPONSIVENESS 6 8 28 BSIDDER RESPONSIVENESS
CHECKLIST 8 29 CONTRACT BID FORMS LISTS OF SUBCONTRACTORS 9 30 RESPONSIBILITY CRITERIA 10 mm
INSTRUCTIONS TO BIDDERS All Bids must be made in accordance with these Instructions to Bidders ITB Unless specifically noted capitalized terms are used as defined in the General Conditions
found in Part B of the Contract Appendix All terms defined in the General Conditions which occur in the Bid Documents and Contract shall have meanings as defined therein 1 AVAILABILITY
OF BID DOCUMENTS Bids must be submitted to the Owner on the Contract Bid Forms which are a part of the Bid Package for the Project Prospective bidders may obtain one 1 complete set of
Bid Documents Bid Documents may be obtained from the Owner at the lsocation and at the tsime indicated in the Notice Inviting Bids Prospective bidders are encouraged to telephone in
advance to determine the availability of Bid Documents Any applicable charges for the Bid Documents are outlined in the Notice Inviting Bids The Owner may also make the Bid Documents
available for review at one or more plan rooms as indicated in the Notice Inviting Bids Please Note Note Prospective bidders who choose to review the Bid Documents at a plan room must
contact the Owner to purchase the required Bid Documents if they decide to submit a bid for the Project 2 EXAMINATION OF BID DOCUMENTS The Owner has made copies of the Bid Documents
available as indicated above Bidders shall be solely responsible for examining the Project Site and the Bid Documents including any Addenda issued during the bidding period and for informing
itself with respect to local labor availability means of transportation necessity for security laws and codes local permit requirements wage scales local tax structure contractors licensing
requirements availability of required insurance and other factors that could affect the Work Bidders are responsible for consulting the standards referenced in the Contract titled Specifications
Failure of Bidder to so examine and inform itself shall be at its sole risk and no relief for error or omission will be given except as required under State law 3 INTERPRETATION OF OF
BID DOCUMENTS Any request for an interpretation or clarification of the Bid Documents must be submitted in writing by Bidder via telex telegram or facsimile to the Oswner Project Engineer
Any response that the Owner may choose to make for purposes of interpretation or clarification will be in writing and made available to all the listed holders of the Bid Documents The
Owner will respond to all writtenfaxed Bsidder inquiries received at least seventy two 72 hours before the scheduled bid opening date for which in its sole judgment a response is in
the best interest of the Owner Where such interpretation or clarification requires a change in the Bid Documents the Owner will prepare and issue an Addendum to the Bid Documents The
Owner shall not be bound by and Bidder shall not rely upon any oral interpretation or clarification of the Bid Documents The bidding process and terms and conditions will be in strict
accordance with the following Bid Documents a Notice Inviting Bids b Instructions to Bidders C Contract Bid Forms d Contract ITB 1
e Contract Appendix Part A PartB PartC PartD Part E Part F Part G General Conditions Supplementary General Conditions Special Provisions Specifications Drawings Performance Bond Payment
Bond Any Addenda Issued by the Owner 4 INSPECTION OF SITE PREBID CONFERENCE AND SITE WALK Each prospective bidder is responsible for fully acquainting himself with the conditions of
the Project Site which may include more than one site as well as those relating to the construction and labor of the Project to fully understand the facilities difficulties and restrictions
which may impact the total and adequate completion of the Project TDTD The Owner reserves the right to revise the Bid Documents prior to the bid opening date Revisions if any shall be
made by written Addenda Pursuant to Public Contract Code Section 45104 if the Owner issues an Addendum later than 72 hours prior to the deadline for submission of bids and the Addendum
requires material changes additions or deletions to the description of the work to be performed performed or the content form or manner of submission of bids the Owner will extend the
deadline for submission of bids by at least 72 hours Otherwise the Owner may determine in its sole discretion whether an Addendum requires that the date set for opening bids be postponed
The announcement of the new date if any shall be made by Addenda Each prospective bidder shall provide Owner a name address and facsimile number to which Bid Document Addenda may be
sent as well as a telephone number by which the Owner can contact the Bidder Copies of Addenda will be furnished by telex telegram facsimile first class mail express mail or other proper
means of delivery without charge to all parties who have obtained a copy of the Bid Documents and provided such current information Please Note Bidders are primarily and ultimately responsible
for ensuring that they have received any and all Addenda To this end each Bidder should contact the Development Services Department to verify that he has received all Addenda issued
if any Bidders must acknowledge receipt of all Addenda if any in its Bid Letter Failure to acknowledge receipt of all Addenda may cause its Bid to be deemed incomplete and nonresponsive
JESSEZINA Bids shall be prepared only using copies of the Contract Bid Forms provided with the Bid Documents The use of substitute bid forms other than clear and correct photocopies
of those provided by the Ownerwill not be permitted and may result in the Bid being declared nonresponsive Bid Letters shall be executed by an authorized signatory as described in these
Instructions to Bidders In addition Bidders shall fill in all blank spaces including inserting NAwhere applicable and initial all interlineations alterations or erasures to the Contract
Bid Forms Bidders shall neither delete modify nor supplement the printed matter on the Contract Bid Forms nor make substitutions thereon USE OF INK INDELIBLE PENCIL OR A TYPEWRITER IS
REQUIRED 7 ALTERNATE BIDS ITB 2
If alternate bid items are called for in the Bid Documents the lowest bid will be determined on the basis of the base bid only but the Owner may choose to award the contract on the basis
of the base bid alone or the base bid and any alternate or combination of alternates Since the time for the alternate bid items has already been factored into the Contract Time no additional
Contract Time will be awarded for any of the alternate bid items Because the Owner may elect to include one or more of the alternate bid items or to otherwise remove certain bid items
from the Project scope of work each Bidder must ensure that each bid item contains a proportionate share of profit overhead and other costs or expenses which will be incurred by the
Bidder Bidders shall not unevenly weight or allocate their overhead and profit to one or more particular bid items 8 MODIFICATIONS OF BIDS Each Bidder shall submit its Bid in strict
conformity with the requirements of the Bid Documents Each Bid prepared by Bidder shall be complete in itself and shall be submitted within a sealed envelope in accordance with the instructions
herein Unauthorized conditions limitations exclusions or provisions attached to a Bid will render it nonresponsive and may cause its rejection Bidders shall neither delete modify nor
supplement the printed matter on the Contract Bid Forms nor make substitutions thereon ORAL TELEPHONIC AND FACSIMILE BIDS OR MODIFICATIONS WILL NOT BE CONSIDERED 9 SIGNING OF BIDS All
Bids submitted shall be executed by the Bidder or its authorized representative Bidders will be asked to provide evidence in the form of an authenticated resolution of its Board of Directors
or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom If a Bidder is a joint venture or partnership
it will be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a a management
sponsor to execute the Bid on behalf of Bidder Only that joint venturer or partner shall execute the Bid The Power of Attorney shall also 1 authorize that particular joint venturer or
partner to act for and bind Bidder in all matters relating to the Bid and 2 provide that each venturer or partner shall be jointly and severally liable for any and all of the duties
and obligations of Bidder assumed under the Bid and under any Contract arising therefrom The Bid shall be executed by the designated joint venturer or partner on behalf of the joint
venture or partnership in its legal name 10 BID GUARANTEE BOND Each bid proposal shall be accompanied by a certified or csashier check bid bond the bid bond must be submitted on the
form included in these Bid Documents or equivalent substitution in lieu of a bond as authorized by Code of Civil Procedure Section 791905 in an amount not less than 10 of the Total Bid
Price Any check bond or other substitute must be made payable to the Owner and shall be given as a guarantee that the Bidder will enter into the Contract described in the Bid Documents
if awarded the work and will provide a satisfactory Performance Bond Payment Bond the required insurance certificates and endorsements and any other certifications as may be required
by the Contract By submitting a proposal each bidder agrees that its failure to enter the Contract if awarded the work or to provide the Bonds and other information or documentation
described above would result in damage to the Owner and that it would be impracticable or extremely difficult to ascertain the actual amount of that damage For this reason each bidder
agrees that the Owner may retain the bid proposal guarantee as liquidated damages if the bidder is ITB 3
awarded the work but fails or refuses to timely enter into the Contract or to provide the Bonds and other information or documentation described above except as may otherwise be required
by California law If electing to provide a Bid Bond as set forth above each Bidder must obtain such a bond from an admitted surety insurer as defined in Code of Civil Procedure Section
192905 authorized to do business as such in the State of California and satisfactory to the Owner In addition the Bid Bond must be submitted on the form furnished by the Owner or one
substantially in conformance with the Oswner form if previously approved in writing by the Owner Certified or csashier checks must be drawn on a solvent state bank or a California branch
of a solvent national bank After the Owner has made an award to the successful Bidder and the Bidder has signed a Contract submitted the necessary bonds original insurance certificates
and endorsements and any other certifications as may be required by the Contract the remaining Bid guarantees shall be returned to each particular bidder if requested by that bidder
If the Owner rejects all Bids it will promptly return to all Bidders their Bid guarantees 11 SUBMISSION OF SEALED BIDS Once the Bid and supporting documents herein have been completed
and signed as set forth above they shall be placed along with the Bid Guarantee and any proposed sketches and brochures or other materials required by these instructions in an envelope
sealed addressed and delivered or mailed postage prepaid to the Owner at the place and to the attention of the person indicated in the Notice Inviting Bids NO ORAL TELEPHONIC OR FACSIMILE
FORMS WILL BE CONSIDERED The envelope shall also contain the following in the lower lefthand corner thereof Bid of Insert Name of the Company for the WHITMORE AVENUE STREET RESURFACING
PROJECT PHASE 11 No consideration shall be given by the Owner to bid proposals received after the date and time set for the opening of bids as provided in the Notice Inviting Bids 12
DELIVERY AND OPENING OF BIDS Bids will be received by the Owner at the address shown in the Notice Inviting Bids up to the date and time shown therein The Owner will leave unopened any
Bid received after the specified date and time and any such unopened Bid will be returned to the Bidder It is the Bsidder sole responsibility to ensure that its Bid is received as stipulated
Bids maybe submitted earlier than the dsates and tsime indicated Bids will be opened at the date and time stated in the Notice Inviting Bids and the amount of each Bid will be read aloud
and recorded All Bidders may if they desire attend the opening of Bids Owner reserves the right to reject any or all Bids to waive any informality or irregularity in any Bid received
where such waiver is in the best interests of the Owner and to be the sole judge of the merits of the respective Bids received In the event of a discrepancy between the written amount
of the Bid Price and the numerical amount of the Bid Price the written amount shall govern 13 WITHDRAWAL WITHDRAWAL OF BID 1M0
Prior to the bid opening date a Bid may be withdrawn by the Bidder by means of a written request signed by the Bidder or its properly authorized representative If a Bidder to whom the
award is made fails or refuses to sign a Contract or to furnish the bonds certificates and endorsements required below within the time specified in these Instructions to Bidders below
the funds represented by the Bid Guarantee cash cashiers check or Bid bond described above shall be forfeited and become and remain the property of the Owner the amount thereof being
previously agreed to by the Bidder and the surety to be due the Owner because of the damage resulting from the delay in the execution of the Contract and in the performance of Work thereunder
14 AWARD PROCESS Once all Bids are opened and reviewed to determine the lowest responsive and responsible bidder the City Council will make all necessary decisions and awards The apparent
successful bidder should at this point begin to prepare the following documents 1 the Performance Bond 2 the Payment Bond and 3 the required insurance certificates and endorsements Once
the Owner issues a Notice of Award the successful bidder will have seven 7 Working Days from the date of this letter to supply the Owner with all of the required documents and certifications
Regardless whether the successful bidder supplies the required documents and certifications in a timely manner the Contract Time will begin to run seven 7Working Days from the date of
the Notice of Proceed Once the Owner receives all of the properly drafted and executed documents and certifications from the successful bidder the Owner shall issue a Notice to Proceed
to that successful bidder 15 DESIGNATION OF SUBCONTRACTORS Pursuant to state law the Bidders must designate the name and location of each subcontractor who will perform work or render
services for the prime Bidder in an amount that exceeds onehalf of one percent05 of the Bsidder Total Bid Price as well as the portion of work each such subcontractor will perform Bidders
must make these designations as well as any others requested by the Owner on the document titled List of Proposed Subcontractors which has been included with the Contract Bid Forms Pursuant
to Public Contract Code Section 4104 the Owner has determined that it will allow Bidders twentyfour 24 additional hours after the deadline for submission of bids to submit the information
requested by the Owner about each subcontractor other than the name and location of each subcontractor 16 LICENSING REQUIREMENTS Pursuant to Section 710528 of the Business and Professions
Code and Section 3300 of the Public Contract Code all bidders must possess proper licenses for performance of this Contract Subcontractors must possess the appropriate licenses for each
specialty subcontracted Pursuant to Section 75028 of the Business and Professions Code the Owner shall consider any bid submitted by a contractor not currently licensed in accordance
with state law and pursuant to the requirements found in the Bid Documents to be nonresponsive and the Owner shall reject the Bid The Owner shall have the right to request and the Bidders
shall provide within five 5 Calendar Days evidence satisfactory to the Owner of all valid lsicense currently held by that Bidder and each of the Bsidder subcontractors before awarding
the Contract 17 DISQUALIFICATION OF BIDDERS INTEREST IN MORE THAN ONE BID No bidder shall be allowed to make submit or be interested in more than one bid However a ITB 5
person firm corporation or other entity that has submitted a subproposal to a bidder or that has quoted prices of materials to a bidder is not thereby disqualified from submitting a
subproposal or quoting prices to other bidders submitting a bid to the Owner 18 INSURANCE REQUIREMENTS Within the time specified in these Instructions to Bidders above Bidder shall provide
the Ownerwith four identical counterparts of all required insurance certificates and endorsements as specified in the Bid Documents Failure to do so may in the sole discretion of Owner
result in the forfeiture of the Bid Guarantee All insurance is to be placed with insurers with a currentMABsest rating of no less thanAVIII licensed to do business in California and
satisfactory to the Owner 19 REQUIRED BIDDER CERTIFICATIONS Bidders must comply with the following A CONTRACT BID FORMS Within the Contract Bid Documents the bidder must certify to various
information including but not limited to the accuracy of the representations made in the Contract Bid Forms B NON COLLUSION AFFIDAVIT Pursuant to Public Contract Code Section 7106 each
Bidder must execute and submit with its bid the statutorily mandated non collusion affidavit included in the Bid Documents 20 BASIS OF AWARD BALANCED BIDS The Owner shall award Contracts
to onlythe lowest responsible Bidders submitting responsive Bids as required by law The Owner reserves the right to reject any or all Bids The Owner may reject any Bid which in its opinion
when compared to other bids received or to the Oswner internal estimates does not accurately reflect the cost to perform the Work In addition because the Owner may elect to include or
exclude any of the bid items and alternate bid items at its sole and absolute discretion each Bidder must ensure that each bid item contains a proportionate share of profit overhead
and other costs or expenses which will be incurred by the Bidder The Owner may reject as non responsive any bid which unevenly weights or allocates overhead and profit to one or more
particular bid items 21 FILING OF BID PROTESTS Bidders may file a protest of a contract award with the Oswner Project Manager In order for a Bsidder protest to be considered valid the
protest must A Be filed in writing within five 5 Working Days after the bid opening date B Clearly identify the specific accusation involved C Clearly identify the specific Owner StaffBoard
recommendation being protested D Specify in detail the grounds of the protest and the facts supporting the protest E Include all relevant supporting documentation with the protest at
time of filing If the protest does not comply with each and every one of these requirements it will be rejected as invalid 119
If the protest is valid the Oswner Project Engineer or other designated Owner staff member shall review the basis of the protest and all relevant information The Project Engineer will
deny or concur with the protest and provide a written decision to the protestor The protestor may then appeal the decision of the Project engineer to the City Engineer 22 PERFORMANCE
BOND AND PAYMENT BOND REQUIREMENTS Within the time specified in these Instructions to Bidders above the Bidder to whom a Contract is awarded shall deliver to the Owner four identical
counterparts of the Performance Bond and Payment Bond in the form supplied by the Owner and included in the Bid Documents Failure to do so may in the sole discretion of Owner result
in the forfeiture of the Bid Guarantee The surety supplying the bond must be an admitted surety insurer as defined in Code of Civil Procedure Section192905 authorized to do business
as such in the State of California and satisfactory to the Owner The Performance Bond shall be for one hundred percent 100 of the Total Bid Price and the Payment Bond shall also be for
one hundred percent 100 of the Total Bid Price Contractor shall require pursuant to Public Contract Code article 4108 all subcontractors providing labor and materials in excess of the
dollar amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in the amounts and manner required of the Contractor The Contractor
shall specify this requirement for subcontractor bonds in his written or published request for subcontractor bids 23 EXPERIENCE AND TECHNICAL REQUIREMENTS Bidders are required to provide
the experience and qualification information required as part of the Contract Bid Forms The purpose of this data is to provide the information necessary for the Owner to determine whether
Bidders have the necessary experience in order to responsibly carry out the Work Each Bidder shall answer all questions and provide information requested by the Contract Bid Forms 24
SALES AND OTHER APPLICABLE TAXES PERMITS LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales and other applicable
taxes and to pay for permits licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located unless otherwise expressly provided by the
Bid Documents 25 EXECUTION OF CONTRACT The Bidder to whom an award is made shall execute the Contract in the amount of its Total Bid Price and furnish the required insurance certificates
and endorsements as well as Performance and Payment Bonds in a timely manner The Owner may require appropriate evidence that the persons executing the Contract and the bonds for both
the Bidder and its surety or sureties are duly empowered to do so 26 OWNER RIGHTS The Owner may investigate the qualifications of any Bidder under consideration require confirmation
of information furnished by a Bidder and require additional evidence of qualifications to perform the work described in these Bid Documents The Owner reserves the right to ITB 7
A Reject any or all of the Bids if such action is in the best interest of the Owner B Issue subsequent Notices Inviting Bids C Cancel this entire Notice Inviting Bids D Appoint evaluation
committees to review any or all Bids E Seek the assistance of outside technical experts to validate the Bsid F Approve or disapprove the use of particular subcontractors G Waive informalities
and irregularities in Bids The Notice Inviting Bids does not commit the Owner to enter into a contract nor does it obligate the Owner to pay any costs incurred in preparation and submission
of Bids or in anticipation of a contract 27 BSIDDER RESPONSIVENESS The Owner will evaluate Bids for responsiveness at the time of Bid opening and before award is made A Bid must be in
strict compliance with the commercial and technical specifications without exception Only Bids which conform in all material respects to the Bid Documents can be eligible for award A
Bid not meeting the requirements of the responsiveness checklist may be rejected immediately upon opening and returned to the Bsidder representative 28 BSIDDER RESPONSIVENESS CHECKLIST
The Oswner initial responsiveness evaluation will consider the following A Completed and properly executed Bid Letter Including a completed Total Bid Price completed Bid Bond amount
acknowledged addenda completed state of incorporation or partnerjoint venturer information if applicable completed license number and signature by authorized company officer B Completed
Bid Data Forms including valid and properly executed Bid Bond for 10 of the Total Bid Price and a completed List of Proposed Subcontractors C Properly executed Non Collusion Affidavit
and D Completed and properly executed Bidder Information Forms If the Bidder is a joint venture each joint venturer shall prepare and submit a separate form Extra forms if needed can
be obtained from the Owner or photocopied by the Bidder if necessary UM
29 CONTRACT BID FORMS LISTS OF SUBCONTRACTORS A Contract Bid Forms The Bid Letter and Forms must be completed as set forth below 1 The Contract Bid Forms and Letter must be prepared
using ink indelible pencil or a typewriter 2 The Bid Letter must be signed by the Bidder or on its behalf by the person or persons having the authority to do so Proof of the authority
to act on behalf of the firm must be submitted when requested The proof shall be in the form of a certified copy of an appropriate corporate resolution certificate of partnership or
joint venture or other appropriate document If Bidder is an entity made up of multiple parties and no person or persons are designated to act on its behalf all parties shall execute
the Bid 3 Addenda Receipt of addenda must be acknowledged in the space provided in the Bid Letter 4 The Bidder shall not delete modify supplement or make substitutions thereof on the
printed matter of the Contract Bid Forms or Bid Letter 5 Corrections shall be initialed by the person who signs the Bid Letter 6 Exceptions or qualifications to the Bid Documents are
strictly forbidden Any comment by the Bidder which the Owner determines can be construed as altering the requirements of the specifications orthe terms and conditions of the Contract
will renderthe Bid nonresponsive and disqualify the Bidderfrom consideration for award B List of Proposed Subcontractors Forms State law prohibits substitution of subcontractors listed
in the original Bid except as otherwise provided in Sections 4107 and 45107 of the California Public Contract Code Bidders are required to list all Subcontractors whose participation
in the Contract will exceed onehalf of one percent05 of the Total Bid Price The List of Proposed Subcontractors Forms must be completed as set forth below 1 Name List the name of Subcontractors
who will perform work in excess of one half of one percent05of the Total Bid Price 2 Location For listed Subcontractors identify the location of its place of business City and State
3 Work For listed Subcontractors identify the typeportion of work to be performed in the Contract Pursuant to Public Contract Code Section 4104 the Owner has determined that it will
not allow Bidders twentyfour 24 additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor other than the name
and location of each subcontractor MM
30 RESPONSIBILITY CRITERIA Responsibility is the apparent ability of the Bidder to meet and complete successfully the requirements of the Contract The Owner reserves the right to consider
the financial responsibility and general competency of each bidder as well as its reputation within the industry Owner may request and apparent low bidder shall provide a financial statement
audited if necessary including the Bsidder latest balance sheet and income statement Owner expects that each Bidder will fully and truthfully disclose all information required of the
Bidder by the Bid Documents The prospective contractor in order to be evaluated by the Owner as being a responsible contractor must complete Section 4 of the Contract Bid Forms to determine
that it A Has or can secure adequate financial resources to perform the contract B Is able to meet the performance or delivery schedule of the contract taking into consideration other
business commitments and C Has a satisfactory record of performance A contractor seriously deficient in current contract performance considering the number of contracts and extent of
the deficiencies is presumed not to meet this requirement unless the deficiencies are beyond its control or there is evidence to establish its responsibility notwithstanding the deficiencies
Evidence of such satisfactory performance record should show that the contractor 1 Has a satisfactory record of integrity in its dealings with government agencies and with subcontractors
and is otherwise qualified to receive an award under applicable laws and regulations 2 Has the necessary organization experience satisfactory safety record accounting and operational
controls and technical skills or the ability to obtain them and 3 Has the necessary production construction and technical equipment and facilities or the ability to obtain them END OF
INSTRUCTIONS TO BIDDERS ITB 10
1 I al1eijh31X 7
BID SCHEDULE SCHEDULE OF PRICES FOR WHITMORE STREET RESURFACING PROJECT PHASE II CDBG PROJECT No P84429 BASE BID SCHEDULE MGM UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE
COST 1 Clearing Grubbing per plans and specifications Complete See TP2 TP3 TP4 per details LS 1 2 Disposal of Waste Materials LS 1 3 Place Compacted Selected Fill CY 150 4 Earthwork
Roadway and Excavation LS 1 5 Construct 2Inch ARHM GGC PG 6416 TONS 155 6 Construct 2Inch AC Pavement B PG 6410 TONS 155 7 Construct 6Inch Crushed Miscellaneous Base 95 Relative Compaction
over 90 Compacted Native TONS 450 8 Remove and Construct 4Inch Thick PCC Sidewalk SF 3665 9 Remove and Construct 6Inch PCC Curb and 24Inch PCC Gutter per SPPWC Std Plan 1202 LF 865 10
Remove and Construct Variable High PCC Curb 6 to 9 and 24 Inch PCC Gutter per SPPWC Std Plan 1202 LF 25 11 Remove and Construct PCC Driveway approach per SPPWC Std Plan 1102 Type B SF
1482 12 Remove and Construct PCC Curb Ramps per SPPWC Std Plan 1114 EA 2
TOTAL BASE BID PRICE SCHEDULE BID PRICE Dollar amount in written form CBF 2 UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST 13 Remove and Construct PCC Cross and Longitudinal
Gutters per SPPWC Std Plan 1222 SF 425 14 Construct Parkway Drain per SPPWC Std Plan 1512 Type 1 S48 LS 1 15 Install Survey Well Monument per City of Rosemead Std Plan No S08001 see
appendix A per detail The Survey Well Monument Cover Sleeve and Dome Concrete Marker will be obtained from the Public Works Department at no cost EA 2 16 Construct Bioswale per details
as shown on sheet 3 of 6 complete including cleaning existing 8inch pipe from inlet to outlet approximate 20 LF LS 1 17 Remove and Construct Metal Beam Guard Railing Wood Post with Wood
Block per 2006 Caltrans Std Plan A77A1 as shown on the plans LF 35 18 Adjust SewerStorm Manhole to Grade EA 4 19 Adjust WaterGas Valve to Grade EA 3 20 Install Traffic Striping Street
Signs Regulatory Signs Pavement Markers and others indicated on the construction plans LS 1 21 Paint Home Addresses Curb Numbering EA 23
ALTERNATE BID ITEM 1 TOTAL ALTERNATE BID 1 PRICE SCHEDULE BID PRICE Dollar amount in written form TOTAL AMOUNT INCLUDING BASE PRICE AND ALTERNATE Dollar amount in written form The undersigned
agrees that these Contract Bid Forms constitute a firm offer to the Owner which cannot be withdrawn for the number of Working Days indicated in the Notice Inviting Bids from and after
the bid opening date or until a Contract for the Work is fully executed by the Owner and a third party whichever is earlier The undersigned also agrees that if there is a discrepancy
between the written amount of the Bid Price and the numerical amount of the Bid Price the written amount shall govern If the Bid Documents specify alternate bid items the following Alternate
Bid amounts shall be added to or deducted from the Total Bid Price entered above The owner can choose to include one or more of the alternates in the Total Bid Price of the Project If
any of the Alternate Bids are utilized by the Owner the resulting amount shall be considered the Total Bid Price for the Project Attached hereto is a certified check a csashier check
or a bid bond in the amount of Dollars said amount being not less than ten percent 10 of the Total Bid Price The undersigned agrees that said amount shall be retained by the Owner if
upon award we fail or refuse to execute the Contract and furnish the required bonds certificates and endorsements of insurance and other certifications within the time provided If awarded
a Contract the undersigned agrees to execute the formal Contract which will be prepared by the Owner for execution within five 5Calendar Days following the Letter of Award for CBF 3
UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST 22 Install Irrigation System and Landscape per sheet 5 and 6 and specifications complete LS 1
the Contract and will deliver to the Owner within that same period the necessary original Certificates of Insurance Endorsements of Insurance Performance Bond Payment Bond and all other
documentation and certification required by the Contract The undersigned offers and agrees that if this bid is accepted it will assign to the purchasing body all rights title and interest
in and to all causes of action it may have under Section 4 of the Clayton Act 15USCSection 15 or under the Cartwright Act Chapter 2 of Part 2 of Division 7 of the Business and Professional
Code arising from purchases of goods materials or services by the Bidder for sale to the purchasing body pursuant to the bid Such assignment shall be made and become effective at the
time the purchasing body tenders final payment to he Contractor Bidder understands and agrees that when requested by Owner he shall provide 1 evidence satisfactory to the Owner of Bsidder
California csontractor lsicense in good standing 2 evidence that the person signing this this Bid is authorized to bind Bidder to this Bid and to a contract resulting therefrom and 3
any other information and documentation financial or otherwise needed by Owner to award a Contract to the lowest responsible and responsive bidder Bidder understands and agrees that
liquidated damages shall apply to this Contract in the amounts of 50000 dollars if project is not completed on 45 calendar days and subject to the terms and conditions described in the
Contract Form and the Contract Documents Bidder acknowledges that data submitted with its Contract Bid Forms which it requires to be incorporated into a Contract arising out of this
Submittal has been so identified by Bidder Bidder further acknowledges that the Owner may at its discretion incorporate any of the remaining data submitted herewith into a contract arising
out of this Bid The undersigned acknowledges receipt understanding and full consideration of the following addenda to the Contract Documents Addenda Nos The Bidder understands and agrees
that the Total Bid Price is inclusive of all labor materials and equipment or supplies necessary to complete the Work as described in the Bid Documents If this bid is accepted the undersigned
Bidder agrees to enter into and execute the Contract with the necessary bonds and accept the Total Bid Price as compensation in full for all Work under the contract Vim
By Signature Type or Print Name Title Business Street Address City State and Zip Code Telephone Number BsidderCsontractor State of Incorporation Partners or Joint Venturers Bsidder License
Nsumber NOTES 1 By its signature on this Bid the Bidder certifies under penalty of perjury the accuracy of the representations made on the Contract Bid Forms 2 If Bidder is a corporation
enter State of Incorporation in addition to Business Address 3 If Bidder is a partnership or joint venture give full names of all partners or joint venturers As further discussed in
the Instructions to Bidders Bidder will be required to provide evidence that the person signing on behalf of the corporation partnership or joint venture has the authority to do so CBF
5
SECTI BDATA CBF 6
Bidder shall submit its Bid data in accordance with the format shown on each of the following Bid Data Forms Bidders shall prepare and use as many sheets as are necessary to adequately
provide the information required Bidder shall ensure that every page of its Bid Data Forms is properly identified with the Bsidder name and page number 2A BID BOND KNOW ALL MEN BY THESE
PRESENTS THAT Principal and as as Surety are held firmly bound unto the CITY OF ROSEMEAD hereinafter called the OWNER in the sum of DOLLARS being not less than ten percent 10 of the
Total Bid Price for the payment of which sum will and truly to be made we bind ourselves our heirs executors administrators successors and assigns jointly and severally firmly by these
presents WHEREAS said Principal has submitted a bid to the OWNER to perform all Work required for the Whitmore Street Resurfacing Project Phase 11 as set forth in the Notice Inviting
Bids and accompanying Bid Documents dated NOW THEREFORE if said Principal is awarded a Contract for the Work by the OWNER and within the time and in the manner required by the above
referenced Bid Documents enters into the written form of Contract bound with said Bid Documents furnishes the required bonds one to guarantee faithful performance and the other to guarantee
payment for labor and materials furnishes the required insurance certificates and endorsements and furnishes any other certifications as may be required by the Contract then this obligation
shall be null and void otherwise it shall remain in full force and effect In the event suit is brought upon this bond by the OWNER and judgment is recovered said Surety shall pay all
costs incurred by the OWNER in such suit including reasonable attorneys fees to be fixed by the court SIGNED AND SEALED this day of 20 Principal Signature EAL Surety By Signature CBF
7
213 LIST OF PROPOSED SUBCONTRACTORS In compliance with the Subletting and Subcontracting Fair Practices Act Sections 4100 through 4114 of the California Public Contract Code and any
amendments thereto each Bidder shall provide the information requested below for each subcontractor who will perform work labor or render service to Bidder in or about the construction
of the Work in an amount in excess of onehalf of one percent greater than 05 of the Bsidder Total Bid Price or in the case of bids or offers for the construction of streets or highways
including bridges in excess of onehalf of 1 percent of the Csontractor total bid or ten thousand dollars 01000 whichever is greater and shall further set forth the portion of the Work
which will be done by each subcontractor Bidder shall list only one subcontractor for any one portion of the Work Pursuant to Public Contract Code Section 4104 the Owner has determined
that it will allow Bidders twentyfour 24 additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor otherthan
the name and location of each subcontractor If the Bidder fails to specify a subcontractor for any portion of the Work to be performed under the Contract it shall be deemed to have agreed
to perform such portion itself and shall not be permitted to subcontract that portion of the Work except under the conditions hereinafter set forth below Subletting or subcontracting
of any portion of the Work in excess of one half of one percent greater than 05 of the Total Bid Price or in the case of bids or offers for the construction of streets or highways including
bridges in excess of onehalf of 1 percent of the Csontractor total bid or ten thousand dollars 01000 whichever is greater for which no subcontractor was designated in the original bid
shall only be permitted in cases of public emergency or necessity and then only after Owner approval
31UUgCi 26 LIST OF PROPOSED SUBCONTRACTORS continued Duplicate Next 2 Pages if needed for listing additional subcontractors Name and Location Description of Work of Subcontractor to
be Subcontracted Name Address Name and Location Description of Work of Subcontractor to be Subcontracted Name Address Name and Location Description of Work of Subcontractor to be Subcontracted
Name Address Name and Location of Subcontractor Name Address Name and Location of Subcontractor Name Address Description of Work to be Subcontracted Description of Work to be Subcontracted
CBF 9
2cThe following are the names addresses and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two 2 years 1 Name and Address of
Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 3 Name and Address of Owner Name and telephone number of person familiar with
project Contract amount Type of Work Date Completed 3 Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed
GI Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed CBF 10
SECTI r CONOLLUNSIOAFFI CBF 11
D C NON COLLUSION AFFIDAVIT In accordance with Public Contract Code Section 7106 the undersigned being first duly sworn deposes and says that he or she holds the position listed below
with the bidder the party making the foregoing bid that the bid is not made in the interest of or on behalf of any undisclosed person partnership company association organization or
corporation that the bid is genuine and not collusive or sham that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid and has
not directly or indirectly colluded conspired connived or agreed with any bidder or anyone else to put in a sham bid or that anyone shall refrain from bidding that the bidder has not
in any manner directly or indirectly sought by agreement communication or conference with anyone to fix the bid price of the bidder or any other bidder or to fix any overhead profit
or cost element of the bid price or of that of any other bidder or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract
that all statements contained in the bid are true and further that the bidder has not directly or indirectly submitted his or her bid price or any breakdown thereof or the contents thereof
or divulged information or data relative thereto or paid and will not pay any fee to any corporation partnership company association organization bid depository or to any member or agent
thereof to effectuate a collusive or sham bid Signature Typed or Printed Name Bidder Subscribed and sworn before me This day of 20 Seal Notary Public in and for the State of California
My Commission Expires CBF 12
CONTRACT BID FORMS TABLE OF CONTENTS SECTION1 BID SCHEDULE 1 SECTION 2 BID DATA FORMS 5 2A BID BOND 6 213 LIST OF PROPOSED SUBCONTRACTORS 7 SECTION 3 NON COLLUSION AFFIDAVIT 10 CBF 13
CONTRACT AGREEMENT 1 PARTIES AND DATE This Agreement is made and entered into this day of 20 by and between the City of Rosemead a municipal corporation of the State of California located
at 8838 E Valley Blvd Rosemead California 91770 City and insert Name of Company a insert type of entity corporation partnership sole proprietorship or other legal entity with its principal
place of business at insert address hereinafter referred to as Contractor City and Contractor are sometimes individually referred to as Party and collectively as Parties in this Agreement
2 RECITALS 21 Contractor Contractor desires to perform and assume responsibility for the provision of certain services required by the City on the terms and conditions set forth in this
Agreement Contractor represents that it is experienced in providing insert type of services services to public clients that it and its employees or subcontractors have all necessary
licenses and permits to perform the Services in the State of California and that is familiar with the plans of City2 Project City desires to engage Contractor to render such services
for the insert Name of Project Project as set forth in this Agreement 3 TERMS 31 Scope of Services and Term 31 General Scope of Services Contractor promises and agrees to furnish to
the Owner all labor materials tools equipment services and incidental and customary work necessary to fully and adequately supply the professional insert type of services maintenance
services necessary forthe Project Services All Services shall be subject to and performed in accordance with this Agreement the exhibits attached hereto and incorporated herein by reference
and all applicable local state and federal laws rules and regulations 312 Term The term of this Agreement shall be from insert start date to insert ending date unless earlier terminated
as provided herein Contractor shall complete the Services within the term of this Agreement and shall meet any other established schedules and deadlines The Parties may by mutual written
consent extend
insert Name of Company Page 2 of insert last page number of agreement the term of this Agreement if necessary to complete the Services 32 Responsibilities of Contractor 321 Control and
Payment of Subordinates Independent Contractor The Services shall be performed by Contractor or under its supervision Contractor will determine the means methods and details of performing
the Services subject to the requirements of this Agreement City retains Contractor on an independent contractor basis and not as an employee Contractor retains the right to perform similar
or different services for others during the term of this Agreement Any additional personnel performing the Services under this Agreement on behalf of Contractor shall also not be employees
of City and shall at all times be under Csontractor exclusive direction and control Contractor shall pay all wages salaries and other amounts due such personnel in connection with their
performance of Services under this Agreement and as required by law Contractor shall be responsible for all reports and obligations respecting such additional personnel including but
not limited to social security taxes income tax withholding unemployment insurance disability insurance and workers compensation insurance 32 Schedule of Services Contractor shall perform
the Services expeditiously within the term of this Agreement and in accordance with the Schedule of Services set forth in Exhibit B attached hereto and incorporated herein by reference
Contractor represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions In order to facilitate Csontractor conformance
with the Schedule City shall respond to Csontractor submittals in a timely manner Upon request of City Contractor shall provide a more detailed schedule of anticipated performance to
meet the Schedule of Services 323 Conformance to Applicable Requirements All work prepared by Contractor shall be subject to the approval of City 234 Csity Representative The City hereby
designates insert Name or Title or his or her designee to act as its representative for the performance of this Agreement Csity Representative Csity Representative shall have the power
to act on behalf of the City for all purposes under this Contract Contractor shall not accept direction or orders from any person other than the Csity Representative or his or her designee
235 Csontractor Representative Contractor hereby designates insert Name or Title or his or her designee to act as its representative for the performance of this Agreement Csontractor
Representative Csontractor Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement The Csontractor Representative
shall supervise and direct the Services using hisher best skill and attention and shall be responsible for all means methods techniques sequences and procedures and for the satisfactory
coordination of all portions
insert Name of Company Page 3 of insert last page number of agreement of the Services under this Agreement 326 Coordination of Services Contractor agrees to work closely with City staff
in the performance of Services and shall be available to Csity staff consultants and other staff at all reasonable times 327 Standard of Care Performance of Employees Contractor shall
perform all Services under this Agreement in a skillful and competent manner consistent with the standards generally recognized as being employed by professionals in the same discipline
in the State of California Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Services Contractor warrants that all employees
and subcontractors shall have sufficient skill and experience to perform the Services assigned to them Finally Contractor represents that it its employees and subcontractors have all
licenses permits qualifications and approvals of whatever nature that are legally required to perform the Services including a City Business License and that such licenses and approvals
shall be maintained throughout the term of this Agreement As provided for in the indemnification provisions of this Agreement Contractor shall perform at its own cost and expense and
without reimbursement from the City any services necessary to correct errors or omissions which are caused by the Csontractor failure to comply with the standard of care provided for
herein Any employee of the Contractor or its sub contractors who is determined by the City to be uncooperative incompetent a threat to the adequate or timely completion of the Project
a threat to the safety of persons or property or
any employee who fails or refuses to perform the Services in a manner acceptable to the City shall be promptly removed from the Project by the Contractor and shall not be reemployed
to perform any of the Services or to work on the Project 328 Laws and Regulations Contractor shall keep itself fully informed of and in compliance with all local state and federal laws
rules and regulations in any manner affecting the performance of the Project or the Services including all CalOSHA requirements and shall give all notices required by law Contractor
shall be liable for all violations of such laws and regulations in connection with Services If the Contractor performs any work knowing it to be contrary to such laws rules and regulations
and without giving written notice to the City Contractor shall be solely responsible for all costs arising therefrom Contractor shall defend indemnify and hold City its officials directors
officers employees and agents free and harmless pursuant to the indemnification provisions of this Agreement from any claim or liability arising out of any failure or alleged failure
to comply with such laws rules or regulations 329 Insurance 3291 Time for Compliance Contractor shall maintain prior to the beginning of and for the direction of this Agreement insurance
coverage as specified in Exhibit D attached to and part of this a
greementinsert Name of Company Page 4 of insert last page number of agreement 3210Safety Contractor shall execute and maintain its work so as to avoid injury or damage to any person
or property In carrying out its Services the Contractor shall at all times be in compliance with all applicable local state and federal laws rules and regulations and shall exercise
all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed Safety precautions as applicable
shall include but shall not be limited to A adequate life protection and life saving equipment and procedures B instructions in accident prevention for all employees and subcontractors
such as safe walkways scaffolds fall protection ladders bridges gang planks confined space procedures trenching and shoring equipment and other safety devices equipment and wearing apparel
as are necessary or lawfully required to prevent accidents or injuries and C adequate facilities for for the proper inspection and maintenance of all safety measures 3211 Prevailing
Wages Contractor is aware of the requirements of California Labor Code Section 1720 et seq and 1770 et seq as well as California Code of Regulations Title 8 Section 1600 et seq Prevailing
Wage Laws which require the payment of prevailing wage rates and the performance of other requirements on public works and maintenance projects If the Services are being performed as
part of an applicable public works or maintenance project as defined by the Prevailing Wage Laws and if the total compensation is1000 or more Contractor agrees to fully comply with such
Prevailing Wage Laws City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement Contractor shall make copies
of the prevailing rates of per diem wages for each craft classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies
at the Csontractor principal place of business and at the project site Contractor shall defend indemnify and hold the City its elected officials officers employees and agents free and
harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws 3212Bonds 11232 Performance Bond Contractor shall execute and
provide to City concurrently with this Agreement a Performance Bond in the amount of the total nottoexceed compensation indicated in this Agreement and in a form provided or approved
by the City If such bond is required no payment will be made to Contractor until it has been received and approved by the City 1232 Payment Bond Contractor shall execute and provide
to City concurrently with this Agreement a Payment Bond in the amount of the total notto exceed compensation indicated in this Agreement and in a form provided or approved by the City
If such bond is required no payment will be made to Contractor until it has been received and approved by the City
insert Name of Company Page 5 of insert last page number of agreement 1232 Bond Provisions Should in Csity sole opinion any bond become insufficient or any surety be found to be unsatisfactory
Contractor shall renew or replace the affected bond within 10 days of receiving notice from City In the event the surety or Contractor intends to reduce or cancel any required bond at
leastthirty 30 days prior written notice shall be given to the City and Contractor shall post acceptable replacement bonds at least ten 10 days prior to expiration of the original bonds
No further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this Section are accepted by the City To the extent if any that the
total compensation is increased in accordance with the Agreement the Contractor shall upon request of the City cause the amount of the bonds to be increased accordingly and shall promptly
deliver satisfactory evidence of such increase to the City To the extent available the the bonds shall further provide that no change or alteration of the Agreement including without
limitation an increase in the total compensation as referred to above extensions of time or modifications of the time terms or conditions of payment to the Contractor will release the
surety If the Contractor fails to furnish any required bond the City may terminate this Agreement for cause 12342 Surety Qualifications Only bonds executed by an admitted surety insurer
as defined in Code of Civil Procedure Section 192905 shall be accepted The surety must be a Californiaadmitted surety with a currentMA Bsest rating no less thanAVIII and satisfactory
to the City If a California admitted surety insurer issuing bonds does not meet these requirements the insurer will be considered qualified if it is in conformance with Section 696905
of the California Code of Civil Procedure and proof of such is provided to the City 3 Fees and Payments 31 Compensation Contractor shall receive compensation including authorized reimbursements
for all Services rendered underthis Agreement atthe rates set forth in Exhibit C attached hereto and incorporated herein by reference The total compensation shall not exceed insert written
dollar amount insert numerical dollar amount without advance written approval of Csity project manager Extra Work may be authorized as described below and if authorized will be compensated
at the rates and manner set forth in this Agreement 32 Payment of Compensation Contractor shall submit to City a monthly itemized statement which indicates work completed and hours of
Services rendered by Contractor The statement shall describe the amount of Services and supplies provided since the initial commencement date or since the start of the subsequent billing
periods as appropriate through the date of the statement City shall within 45 days of receiving such statement review the statement and pay all approved charges thereon 3 Reimbursement
for Expenses Contractor shall not be reimbursed for any expenses unless authorized in writing by City
insert Name of Company Page 6 of insert last page number of agreement 34 Extra Work At any time during the term of this Agreement City may request that Contractor perform Extra Work
As used herein Extra Work means any work which is determined by City to be necessary for the proper completion of the Project but which the parties did not reasonably anticipate would
be necessary at the execution of this Agreement Contractor shall not perform nor be compensated for Extra Work without written authorization from Csity Representative 35 Prevailing Wages
Contractor is aware of the requirements of California Labor Code Section 1720 et seq and 1770 et seq as well as California Code of Regulations Title 8 Section 16000 et seq Prevailing
Wage Laws which require the payment of prevailing wage rates and the performance of other requirements on public works and maintenance projects If the Services are being performed as
part of an applicable public works or maintenance project as defined by the Prevailing Wage Laws and if if the total compensation is1000 or more Contractor agrees to fully comply with
such Prevailing Wage Laws City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement Contractor shall make copies
of the prevailing rates of per diem wages for each craft classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies
at the Csontractor principal place of business and at the project site Contractor shall defend indemnify and hold the City its elected officials officers employees and agents free and
harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws 34 Accounting Records 341 Maintenance and Inspection Contractor
shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement All such records shall be clearly identifiable Contractor shall allow
a representative of City during normal business hours to examine audit and make transcripts or copies of such records and any other documents created pursuant to this Agreement Contractor
shall allow inspection of all work data documents proceedings and activities related to the Agreement for a period of three 3 years from the date of final payment under this Agreement
35 General Provisions 351 Termination of Agreement 351 Grounds for Termination City may by written notice to Contractor terminate the whole or any part of this Agreement at any time
and without cause by giving written notice to Contractor of such termination and specifying the effective date thereof at least seven 7days before the effective date of such termination
insert Name of Company Page 7 of insert last page number of agreement Upon termination Contractor shall be compensated only for those services which have been adequately rendered to
City and Contractor shall be entitled to no further compensation Contractor may not terminate this Agreement except for cause 3512 Effect of Termination If this Agreement is terminated
as provided herein City may require Contractor to provide all finished or unfinished Documents and Data and other information of any kind prepared by Contractor in connection with the
performance of Services under this Agreement Contractor shall be required to provide such document and other information within fifteen 15 days of the request 3513 Additional Services
In the event this Agreement is terminated in whole or in part as provided herein City may procure upon such terms and in such manner as it may determine appropriate services similar
to those terminated 352 Delivery of Notices All notices permitted or required under this Agreement shall be given to the respective parties at the following address or at such other
address as the respective parties may provide in writing for this purpose CONTRACTOR Insert Name Insert Address Insert City State zip Attn Contact Person CITY City of Rosemead PO Box
399 Rosemead CA 91770 Attn Such notice shall be deemed made when personally delivered or when mailed fortyeight 48 hours after deposit in the US Mail first class postage prepaid and
addressed to the party at its applicable address Actual notice shall be deemed adequate notice on the date actual notice occurred regardless of the method of service 353 Cooperation
Further Acts The Parties shall fully cooperate with one another and shall take any additional acts or sign any additional documents as may be necessary appropriate or convenient to attain
the purposes of this Agreement 345 Asttorney Fees If either party commences an action against the other party either legal administrative or otherwise arising out of or in connection
with this Agreement the prevailing party in such litigation shall be entitled to have and recoverfrom
insert Name of Company Page 8 of insert last page number of agreement the losing party reasonable asttorney fees and all other costs of such action 35 Indemnification Contractor shall
defend indemnify and hold the City its officials officers employees volunteers and agents free and harmlessfrom any and all claims demands causes of action costs expenses liability loss
damage or injury in law or equity to property or persons including wrongful death in any manner arising out of or incident to any alleged acts omissions or willful misconduct of Contractor
its officials officers employees agents consultants and contractors arising out of or in connection with the performance of the Services the Project or this Agreement including without
limitation the payment of all consequential damages and attorneys fees and other related costs and expenses Contractor shall defend at Csontractor own cost expense and risk any and all
such aforesaid suits actions or other legal proceedings of every kind that may be brought or instituted against City its directors officials officers employees agents or volunteers Contractor
shall pay and satisfy any judgment award or decree that may be rendered against City or its directors officials officers employees agents orvolunteers in any such suit action or other
legal proceeding Contractor shall reimburse City and its directors officials officers employees agents andor volunteers for any and all legal expenses and costs incurred by each of them
in connection therewith or in enforcing the indemnity herein provided Csontractor obligation to indemnify shall not be restricted to insurance proceeds if any received by the City its
directors officials officers employees agents or volunteers 356 Entire Agreement This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof
and supersedes all prior negotiations understandings or agreements This Agreement may only be modified by a writing signed by both parties357 Governing Law This Agreement shall be governed
by the laws of the State of California Venue shall be in Los Angeles County 358 Time of Essence Time is of the essence for each and every provision of this Agreement 359 Csity Right
to Employ Other Contractors City reserves right to employ other contractors in connection with this Project 3510Successors and Assigns This Agreement shall be binding on the successors
and assigns of the parties 3511 Assignment or Transfer Contractor shall not assign hypothecate or transfer either directly or by operation of law this Agreement or any interest herein
without the prior written consent of the City Any attempt to do so shall be null and void and any assignees hypothecates or transferees shall acquire no right or interest by reason of
such attempted assignment hypothecation or transfer
insert Name of Company Page 9 of insert last page number of agreement 3512Construction References Captions Sincethe Parties or their agents have participated fully in the preparation
of this Agreement the language of this Agreement shall be construed simply according to its fair meaning and not strictly for or against any Party Any term referencing time days or period
for performance shall be deemed calendar days and not work days All references to Contractor include all personnel employees agents and subcontractors of Contractor except as otherwise
specified in this Agreement All references to City include its elected officials officers employees agents and volunteers except as otherwise specified in this Agreement The captions
of the various articles and paragraphs are for convenience and ease of reference only and do not define limit augment or describe the scope content or intent of this Agreement 3513Amendment
Modification No supplement modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties3514Waiver No waiver of any default shall
constitute a waiver of any other default or breach whether of the same or other covenant or condition No waiver benefit privilege or service voluntarily given or performed by a Party
shall give the other Party any contractual rights by custom estoppel or otherwise 3515 No Third Party Beneficiaries There are no intended third party beneficiaries of any right or obligation
assumed by the Parties 3516 Invalidity Severability If any portion of this Agreement is declared invalid illegal or otherwise unenforceable by a court of competent jurisdiction the remaining
provisions shall continue in full force and effect 3517Prohibited Interests Contractor maintains and warrants that it has not employed nor retained any company or person other than a
bona fide employee working solely for Contractor to solicitor secure this Agreement Further Contractor warrants that it has not paid nor has it agreed to pay any company or person other
other than a bona fide employee working solely for Contractor any fee commission percentage brokerage fee gift or other consideration contingent upon or resulting from the award or making
of this Agreement For breach or violation of this warranty City shall have the right to rescind this Agreement without liability For the term of this Agreement no member officer or employee
of City during the term of his or her service with City shall have any direct interest in this Agreement or obtain any present or anticipated material benefit arising therefrom 3518Equal
Opportunity Employment Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor employee or applicant for employment because
of race religion color national origin
insert Name of Company Page 10 of insert last page number of agreement handicap ancestry sex or age Such non discrimination shall include but not be limited to all activities related
to initial employment upgrading demotion transfer recruitment or recruitment advertising layoff or termination Contractor shall also comply with all relevant provisions ofCsity Minority
Business Enterprise program Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted 3519 Labor Certification By its signature hereunder
Contractor certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Wsorker Compensation
or to undertake self insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services 3520Authority
to Enter Agreement Contractor has all requisite power and authority to conduct its business and and to execute deliver and perform the Agreement Each Party warrants that the individuals
who have signed this Agreement have the legal power right and authority to make this Agreement and bind each respective Party 3521 Counterparts This Agreement may be signed in counterparts
each of which shall constitute an original 36 Subcontracting 361 Prior Approval Required Contractor shall not subcontract any portion of the work required by this Agreement except as
expressly stated herein without prior written approval of City Subcontracts if any shall contain a provision making them subject to all provisions stipulated in this Agreement signatures
on next page
insert Name of Company Page 11 of insert last page number of agreement CITY OF ROSEMEAD INSERT NAME OF CONTRACTOR By City Mayor Attest MName Gloria Molleda City Clerk Approved as to
Form If Corporation TWO SIGNATURES President OR Vice President AND Secretary AND CORPORATE SEAL OF CONTRACTOR REQUIRED Garcia Calderon Ruiz LLP By City Attorney Name 028 Document1
insert Name of Company Page 1 of insert last page number of agreement INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work Consultant will maintain
insurance in conformance with the requirements set forth below Consultant will use existing coverage to comply with these requirements If that existing coverage does not meet the requirements
set forth here Consultant agrees to amend supplement or endorse the existing coverage to do so Consultant acknowledges that the insurance coverage and policy limits set forth in this
section constitute the minimum amount of coverage required Any insurance proceeds available to City in excess of the limits and coverage required in this agreement and which is applicable
to a given loss will be available to City Consultant shall provide the following types and amounts of insurance Commercial General Liability Insurance using Insurance Services Office
Commercial General Liability policy form CG 00 01 or the exact equivalent Defense costs must must be paid in addition to limits There shall be no cross liability exclusion for claims
or suits by one insured against another Limits are subject to review but in no event less than 0100per occurrence Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including
symbol 1 Any Auto or the exact equivalent Limits are subject to review but in no event to be less that 0100 per accident If Consultant owns no vehicles this requirement may be satisfied
by a nonowned auto endorsement to the general liability policy described above If Consultant or Csonsultant employees will use personal autos in anyway on this project Consultant shall
provide evidence of personal auto liability coverage for each such person Workers Compensation on a state approved policy form providing statutory benefits as required by law with esmployer
liability limits no less than 0100 per accident or disease Excess or Umbrella Liability Insurance Over Primary if used to meet limit requirements shall provide coverage at least as as
broad as specified for the underlying coverages Any such coverage provided under an umbrella liability policy shall include a drop down provision providing primary coverage above a maximum
02050 selfinsured retention for liability not covered by primary but covered by the umbrella Coverage shall be provided on a pay on behalf basis with defense costs payable in addition
to policy limits Policy shall contain a provision obligating insurer at the time isnsured liability is determined not requiring actual payment by the insured first There shall be no
cross liability exclusion precluding coverage for claims or suits by one insured against another Coverage shall be applicable to City for injury to employees of Consultant subconsultants
or others involved in the Work The scope of coverage provided is subject to approval of City following receipt of proof of insurance as required herein Limits are subject to review but
in no event D1
insert Name of Company Page 2 of insert last page number of agreement less than per occurrence Professional Liability or Errors and Omissions Insurance as appropriate shall be written
on a policy form coverage specifically designed to protect against acts errors or omissions of the consultant and Covered Professional Services as designated in the policy must specifically
include work performed under this agreement The policy limit shall be no less than 0100 per claim and in the aggregate The policy must pay on behalf of the insured and must include a
provision establishing the isnsurer duty to defend The policy retroactive date shall be on or before the effective date of this agreement Insurance procured pursuant to these requirements
shall be written by insurers that are admitted carriers in the state of California and with anAMBests rating ofAor better and a minimum financial size VII General conditions pertaining
to provision of insurance coverage by Consultant Consultant and City agree to the following with respect to insurance provided by Consultant 1 Consultant agrees to have its insurer endorse
the third party general liability coverage required herein to include as additional insureds City its officials employees and agents using standard ISO endorsement No CG 2010 with an
edition prior to 1992 Consultant also agrees to require all contractors and subcontractors to do likewise No liability insurance coverage provided to comply with this Agreement shall
prohibit Consultant or Csonsultant employees or agents from waiving the right of subrogation prior to a loss Consultant agrees to waive subrogation rights against City regardless of
the applicability of any insurance proceeds and to require all contractors and subcontractors to do likewise 3 All insurance coverage and limits provided by Contractor and available
or applicable to this agreement are intended to apply to the full extent of the policies Nothing contained in this Agreement or any other agreement relating to the City or its operations
limits the application of such insurance coverage 4 None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any
kind that has not been first submitted to City and approved of in writing 5 No liability policy shall contain any provision or definition that would serve to eliminate socalled third
party action over claims including any exclusion for bodily injury to an employee of the insured or of any contractor or subcontractor 6 All coverage types and limits required are subject
to approval modification and additional requirements by the City as the need arises Consultant shall not D2
insert Name of Company Page 3 of insert last page number of agreement make any reductions in scope of coverageegelimination of contractual liability or reduction of discovery period
that may affect Csity protection without Csity prior written consent 7 Proof of compliance with these insurance requirements consisting of certificates of insurance evidencing all of
the coverages required and an additional insured endorsement to Csonsultant general liability policy shall be delivered to City at or prior to the execution of this Agreement In the
event such proof of any insurance is not delivered as required or in the event such insurance is canceled at any time and no replacement coverage is provided City has the right but not
the duty to obtain any insurance it deems necessary to protect its interests under this or any other agreement and to pay the premium Any premium so paid by City shall be charged to
and promptly paid by Consultant or deducted from sums due Consultant at City option 8 Csertificate are to reflect that the insurer will provide 30 days notice to City of any cancellation
of coverage Consultant agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation
imposes no obligation or that any party will endeavor as opposed to being required to comply with the requirements of the certificate 9 It is acknowledged by the parties of this agreement
that all insurance coverage required to be provided by Consultant or any subcontractor is intended to apply first and on a primary noncontributing basis in relation to any other insurance
or self insurance available to City 10 Consultant agrees to ensure that subcontractors and any other party involved with the project who is brought onto or involved in the project by
Consultant provide the same minimum insurance coverage required of Consultant Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that
such coverage is provided in conformity with the requirements of this section Consultant agrees that upon request all agreements with subcontractors and others engaged in the project
will be submitted to City for review 11 Consultant agrees not to selfinsure or to use any selfinsured retentions or deductibles on any portion of the insurance required herein and further
agrees that it will not allow any contractor subcontractor Architect Engineer or other entity or person in any way involved in the performance of work on the project contemplated by
this agreement to selfinsure its obligations to City If Csonsultant existing coverage includes a deductible or self insured retention the deductible or selfinsured retention must be
declared to the City At that time the City shall review options with the Consultant which may include reduction or D3
insert Name of Company Page 4 of insert
last page number of agreement elimination of the deductible or selfinsured retention substitution of other coverage or other solutions 12 The City reserves the right at any time during
the term of the contract to change the amounts and types of insurance required by giving the Consultant ninety 90 days advance written notice of such change If such change results in
substantial additional cost to the Consultant the City will negotiate additional compensation proportional to the increased benefit to City 13 For purposes of applying insurance coverage
only this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this
Agreement 14 Consultant acknowledges and agrees that any actual or alleged failure on the part of City to inform Consultant of non compliance with any insurance requirement in no way
imposes any additional obligations on City nor does it waive any rights hereunder in this or any other regard 15 Consultant will renew the required coverage annually as long as City
or its employees or agents face an exposure from operations of any type pursuant to this agreement This obligation applies whether or not the agreement is canceled or terminated for
any reason Termination of this obligation is not effective until City executes a written statement to that effect 16 Consultant shall provide proof that policies of insurance required
herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage Proof that such coverage has been ordered shall
be submitted prior to expiration A coverage binder or letter from Csonsultant insurance agent to this effect is acceptable A certificate of insurance andor additional insured endorsement
as required in these specifications applicable to the renewing or new coverage must be provided to City within five days of the expiration of the coverages 17 The provisions of any workers
compensation or similar act will not limit the obligations of Consultant under this agreement Consultant expressly agrees not to use any statutory immunity defenses under such laws with
respect to City its employees officials and agents 18 Requirements of specific coverage features or limits contained in this section are not intended as limitations on coverage limits
or other requirements nor as a waiver of any coverage normally provided by any given policy Specific reference to a given coverage feature is for purposes of clarification only as it
pertains to a given issue and is not intended by any party or insured to be limiting or all inclusive Dail
insert Name of Company Page 5 of insert last page number of agreement 19 These insurance requirements are intended to be separate and distinct from any other provision in this agreement
and are intended by the parties here to be interpreted as such 20 The requirements in this Section supersede all other sections and provisions of this Agreement to the extent that any
other section or provision conflicts with or impairs the provisions of this Section 21 Consultant agrees to be responsible for ensuring that no contract used by any party involved in
any way with the project reserves the right to charge City or Consultant for the cost of additional insurance coverage required by this agreement Any such provisions are to be deleted
with reference to City It is not the intent of City to reimburse any third party for the cost of complying with these requirements There shall be no recourse against City for payment
of premiums or other amounts with respect thereto Consultant agrees to provide immediate notice to City of any claim or loss against Consultant arising out of the work performed under
this agreement City assumes no obligation or liability by such notice but has the right but not the duty to monitor the handling of any such claim or claims if they are likely to involve
City D5
u W r III III
PERFORMANCE BOND WHEREAS the CITY OF ROSEMEAD also herein Obligee has awarded to hereinafter Contractor a contract for work consisting of but not limited to furnishing all labor materials
tools equipment services and incidentals for the Whitmore Avenue Street Resurfacing Project Phase II and all other required structures and facilities within the rightsofway easements
and permits WHEREAS the Work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated hereinafter the Public Work Contract
and WHEREAS the Contractor is required by said Public Work Contract to perform the terms thereof and to provide a bond both for the performance and guaranty thereof NOW THEREFORE we
the undersigned Contractor as Principal and a corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of
California as Surety are held and firmly bound unto the CITY OF ROSEMEAD in the sum of dollars said sum being not less than 100 of the total amount payable by the said Obligee under
the terms of the said Public Work Contract for which payment well and truly to be made we bind ourselves our heirs executors and administrators successors and assigns jointly and severally
firmly by these presents THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal his or its heirs executors administrators successors or assigns shall in all things stand to and
abide by and well and truly keep and perform the covenants conditions and agreements in the said Public Work Contract and any alteration thereof made as therein provided on his or their
part to be kept and performed at the time and in the manner therein specified and in all respects according to their intent and meaning and shall faithfully fulfill the oneyear guarantee
of all materials and workmanship and indemnify and save harmless the Obligee its officers and agents as stipulated in the said Public Work Contract then this obligation shall become
null and void otherwise it shall be and remain in full force and effect In the event legal action is required to enforce the provisions of this agreement the prevailing party shall be
entitled to recover reasonable attorneys fees in addition to court costs necessary disbursements and other damages PERFORMANCE BOND 1
In case legal action is required to enforce the provisions of this bond the prevailing party shall be entitled to recover reasonable attorneys fees in addition to court costs necessary
disbursements and other consequential damages The said Surety for value received hereby stipulates and agrees that no change extensions of time alteration or addition to the terms of
the Public Work Contract or to the Work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond and it does hereby
waive notice of any such change extension of time alteration or addition to the terms of the Contract orto the Work or to Specifications IN WITNESS WHEREOF we have hereto set our hands
and seals this day on 20 The rate of premium on this bond is The total amount of premium charged CPorinntrcaicptaorl By President Surety By AttorneyinFact perthousand The above must
be filled in by corporate surety PERFORMANCE BOND 2
STATE OF CALIFORNIA ss COUNTY OF On this day of in the year before me a Notary Public in and for said state personally appeared known to me or proved to be on the basis of satisfactory
evidence to be the person whose name is subscribed to the within instrument as the AttorneyinFact of the surety and acknowledged to me that he subscribed the name of the surety thereto
and his own name as AttorneyinFact Notary Public in and for said State SEAL My Commission expires PERFORMANCE BOND 3
CERTIFICATE AS TO CORPORATE PRINCIPAL I certify that I am the Secretary of the corporation named as principal to the within bond that who signed the said bond on behalf of the principal
was then of said corporation that I know his signature and his signature thereto is genuine and that said bond was duly signed sealed and attested for and in behalf of said corporation
by authority of its governing Board Corporate Seal Signature Date NOTE A copy of the power of attorney to local representatives of the bonding company may be attached hereto PERFORMANCE
BOND 4
2 11TIPW PAYMENT BOND
PAYMENT MATERIAL LABOR BOND WHEREAS the CITY OF ROSEMEAD hereinafter Obligee has awarded to hereinafter Contractor a contract for work consisting of but not limited to furnishing all
labor materials tools equipment services and incidentals for the Whitmore Avenue Street Resurfacing Project Phase II and all other required structures and facilities within the rightsofway
easements and permits WHEREAS the Work to be performed by the Contractor is more particularly set forth in that certain contract for the said Public Work dated hereinafter the Public
Work Contract and WHEREAS said Contractor is required to furnish a bond in connection with said Public Work Contract providing that if said Contractor or any of his or its subcontractors
shall fail to pay for any materials provisions or other supplies or terms used in upon for or about the performance of the Work contracted to be done or for any work or labor done thereon
of any kind or for amounts due underthe provisions of 3248 of the California Civil Code with with respect to such work or labor that the Surety on this bond will pay the same together
with a reasonable asttorney fee in case suit is brought on the bond NOW THEREFORE we the undersigned Contractor as Principal and a corporation organized and existing under the laws of
the State of and duly authorized to transact business under the laws of the State of California as Surety are held and firmly bound unto the CITY OF ROSEMEAD and to any and all material
men persons companies or corporations furnishing materials provisions and other supplies used in upon for or about the performance of the said Public Work and all persons companies or
corporations renting or hiring teams or implements or machinery for or contributing to said Public Work to be done and all persons performing work or labor upon the same and all persons
supplying both work and materials as aforesaid excepting the said Contractor the sum of dollars said sum being not less than 100 of the total amount payable by said Obligee under the
terms of of the said Public Work Contract for which payment well and truly to be made we bind ourselves our heirs executors and administrators successors and assigns jointly and severally
firmly by these presents THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal his or its subcontractors heirs executors administrators successors or assigns shall fail to pay
for any materials provisions or other supplies or machinery used in upon for or about the performance of the Work contracted to be done or for work or labor thereon of any kind or fail
to pay any of the persons named in California Civil Code Section 3181 or amounts due PAYMENT BOND 1
under the Unemployment Insurance Code with respect to work or labor performed by any such claimant or for any amounts required to be deducted withheld and paid over to the Employment
Development Department from the wages of employees of the contractor and his subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and
labor and all other applicable laws of the State of California and rules and regulations of its agencies then said Surety will pay the same in orto an amount not exceeding the sum specified
herein In case legal action is required to enforce the provisions of this bond the prevailing party shall be entitled to recover reasonable attorneys fees in addition to court costs
necessary disbursements and other consequential damages In addition to the provisions hereinabove it is agreed that this bond will inure to the benefit of any and all persons companies
and corporations entitled to make claims under Sections 3110 3111 3112 and 3181 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought
upon this bond The said Surety for value received hereby stipulates and agrees that no change extension of time alteration or additions to the terms of the said Public Work Contract
or to the Work to be performed thereunder or the specification accompanying the same shall in any way affect its obligations on this bond and it does hereby waive notice of any such
change extension of time alteration or addition to the terms of the Contract or to the Work or to the Specifications IN WITNESS WHEREOF we have hereto set our hands and seals this day
on 20 PrincipalContractor By President Surety By AttorneyinFact PAYMENT BOND 2
STATE OF CALIFORNIA COUNTY OF ss On this day of in the year before me a Notary Public in and for said state personally appeared known to me or proved to be on the basis of satisfactory
evidence to be the person whose name is subscribed to the within instrument as the AttorneyinFact of the surety and acknowledged to me that he subscribed the name of the surety thereto
and his own name as AttorneyinFact Notary Public in and for said State SEAL My Commission Expires PAYMENT BOND 3
CERTIFICATE AS TO CORPORATE PRINCIPAL that certify that I am the Secretary of the corporation named as principal in the attached bond who signed the said bond on behalf of the principal
was then of said corporation that I know his signature and his signature thereto is genuine and that said bond was duly signed sealed and attested for and in behalf of said corporation
by authority of its governing Board Corporate Seal Signature NOTE A copy of the power of attorney to local representatives of the bonding company may be attached hereto PAYMENT BOND
4
613 et
SECTION 3 CLAUSE All Section 3 covered contracts shall include the Section 3 Clause Section 3 Clause a The work to be performed under this contract is subject to the requirements of
Section 3 of the Housing and Urban Development Act of 1968 as amended 12USC1701u Section 3 The purpose of Section 3 is to ensure that employment and other economic opportunities generated
by the US Department of Housing and Urban Development HUD assistance or HUD assisted projects covered by Section 3 shall to the greatest extent feasible be directed to low and very lowincome
persons particularly persons who are recipients of HUD assistance for housing b The parties to this contract will comply with HsUD regulations as set forth in 24 CFR Part 135 which implement
Section 3 As evidenced by their execution of this contract the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying
with the Part 135 regulations c The contractor agrees to send to each labor organization or representative of workers which the contractor has a collective bargaining agreement or other
understanding if any a notice advising the labor organization or workers representative of the csontractor commitments under this Section 3 Clause and will post copies of the notice
in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice The notice shall describe the Section 3 preference
shall set forth minimum number and job titles subject to hire availability of apprenticeship and training positions the qualifications for each and the name and location of the persons
taking applications foe each of the positions and the anticipated date the work shall begin The contractor agrees to include this Section 3 Clause in every subcontract subject to compliance
with regulations in 24 CFR Part 135 and agrees to take appropriate action as provided in an applicable provision of the subcontract or in this Section 3 Clause upon a finding that the
subcontractor is in violation of the regulations in 24 CFR Part 135 The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor
has been found in violation of regulations under 24 CFR Part 135 e The contractor will certify that any vacant employment positions including training positions that are filled 1 after
the contractor is selected but before the contract is executed and 2 with persons other than those to whom the regulations of 24 CFR Part 135 require employment opportunities to be directed
where not filled to circumvent the csontractor obligations under 24 CFR Part 135 Noncompliance with HsUD regulations in 24 CFR Part 135 may result in sanctions termination of this contract
for default and debarment or suspension from future HUD assisted contracts With respect to work performed in connection with Section 3 covered Indian Housing Assistance Section 7b of
the Indian Self Determination and Education Assistance Act 25USC450e also applies to the work to be performed under this contract Section 7b requires that the greatest extent feasible
i preference and opportunities for training and employment shall be given to Indians and ii preference in the award of contracts and subcontracts shall be given to Indian organizations
and Indianowned Economic Enterprises Parties to this contract that are subject to the provisions of Section 3 and Section 7bagree to comply with Section 3 to the maximum extent feasible
but not in derogation of compliance with Section7b
A Section 3 Responsive bidder is a bidder that submits a Section 3 Business Certification form with the bid and Qualifies as a Section 3 Business concern because the business is 51 owned
by lowincome residents or 30 or more of its permanent fulltime employees are lowincome residents and Provides the Section 3 Resident Certification fsorm for each qualified employee OR
2 Makes a written commitment by submitting a Section 3 Economic Opportunity Plan with their bid indicating that the bidder will Hire at least 30 aggregate newhires that are qualified
lowincome residents and Provide the Section 3 Resident Certification fsorm for each Section 3 newhire or Subcontract 25 or more of the bid amount to qualified Section 3 Business Csoncern
and Ensure that the Business Csoncern provide Section 3 Resident Certification fsorm for each qualified employee NOTE If the contract is awarded based upon the written commitment the
contractor will be responsible to document all efforts made to recruit Section 3 resident newhires newhires Additionally the recipient of a Section 3 contract who commits to the Section
3 goal is required to submit a Section 3 Summary Report by July 1 andor with their final Certified Payroll Report submission First preference will be given to a bidder who provides a
reasonable bid and is a qualified Section 3 Business Concern Second preference will be given to a bidder who provides a reasonable bid and commits to achieving the Section 3 employment
training and subcontracting opportunity goals by submitting a written commitment Economic Opportunity Plan A Section 3 Non responsive bidder is a bidder that Fails to provide a Section
3 Business Certification form documenting Section 3 qualifications with a bid response or Fails to provide a Section 3 Business Certification form and an Economic Opportunity Plan with
a bid response However if the lowest bid of a qualified Section 3 Responsive Bidder is not reasonable not within the Zone of Consideration as defined below the construction contract
shall be awarded to the lowest bid from any responsive and responsible bidder A REASONABLE bid is a bid that is not more then the value ofX higher than the LOWEST BID 1 The actual dollar
amount of bid received from any responsible bidder PLUS 2 The X FACTOR which is the lesser of a The dollar amount of the required percentage listed on the chart below of the Bid submitted
or b The actual dollar amount listed on the chart below 3 Equal the MAXIMUM ACCEPTABLE BID ZONE OF CONSIDERATION If the Lowest Bid is TheX FACTOR At Least But Less Than is the Lesser
than 0100 AN 10 0900 0100 0200 9 01060 0200 0300 8 02010 0300 0400 7 02040 0400 0500 6 02050 0500 0100 5 04000 0100 0200 4 06000 0200 0400 3 08000 0400 0700 2 01005 0700 15
cPROJECT CDBG PROJECT
Federal Labor Standards Provisions Applicability The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America
and the following Federal Labor Standards Provisions are included in this Contract pursuant to the provisions applicable to such Federal assistance A 1 i Minimum Wages All laborers and
mechanics em ployed or working upon the site of the work will be paid uncondi tionally and not less often than once a week and without subse quent deduction or rebate on any account
except such payroll deductions as are permitted by regulations issued by the Secre tary of Labor under the Copeland Act 29 CFR Part 3 the full amount of wages and bona fide fringe benefits
or cash equiva lents thereof due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made
a part hereof re gardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics Contributions made or costs reasonably
anticipated for bona fide fringe benefits under SectionIb2of the DavisBacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics subject to
the provisions of 29 CFR 5a1ivalso regular contributions made or costs incurred for more than a weekly period but not less often than quarterly under plans funds or programs which cover
the particular weekly period are deemed to be constructively made or incurred during such weekly period Such laborers and mechanics shall be paid the appropriate wage rate and fringe
benefits on the wage determination for the classi fication of work actually performed without regard to skill except as provided in 29 CFR5a4Laborers or mechanics per forming work in
more than one classification may be compensated at the rate specified for each classification for the time actually worked therein Provided That the esmployer payroll records accurately
set forth the time spent in each classification in which work is performed The wage determination including any addi tional classification and wage rates conformed under 29 CFR 5a1iiand
the DavisBacon poster WH1321 shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily
seen by the workers if a Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance
with the wage deter mination HUD shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met 1 The work to be
performed by the classification requested is not performed by a classification in the wage determination and 2 The classification is utilized in the area by the construction industry
and 3 The proposed wage rate including any bona fide fringe ben efits bears a reasonable relationship to the wage rates contained in the wage determination b If the contractor and the
laborers and mechanics to be em ployed in the classification if known or their representatives and HUD or its designee agree on the classification and wage rate including the amount
designated for fringe benefits where USDepartment of Housing and Urban Development Office of Labor Relations appropriate a report of the action taken shall be sent by HUD or its designee
to the Administrator of the Wage and Hour Division Employment Standards Administration US Department of La bor WashingtonDC20210 The Administrator or an authorized representative will
approve modify or disapprove every additional classification action within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within the 30 day period
that additional time is necessary Approved by the Office of Management and Budget under OMB control number 1215 0140 c In the event the contractor the laborers or mechanics to be employed
in the classification or their representatives and HUD or its designee do not agree on the proposed classification and wage rate including the amount designated for fringe benefits where
appropriate HUD or its designee shall refer the questions including the views of all interested parties and the recommenda tion of HUD or its designee to the Administrator for determina
tion The Administrator or an authorized representative will is sue a determination within 30 days of receipt and so advise HUD or its designee or will notify HUD or its designee within
the 30 day period that additional time is necessary Approved by the Office of Management and Budget under OMB Control Number 1215 0140 d The wage rate including fringe benefits where
appropriate determined pursuant to subparagraphsi1bior c of this para graph shall be paid to all workers performing work in the classifi cation under this contract from the first day
on which work is per formed in the classification iii Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is
not expressed as an hourly rate the contractor shall either pay the benefit as stated in the wage determination or shall pay an other bona fide fringe benefit or an hourly cash equivalent
thereof iv If the contractor does not make payments to a trustee or other third person the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs
rea sonably anticipated in providing bona fide fringe benefits under a plan or program Provided That the Secretary of Labor has found upon the written request of the contractor that
the applicable stan dards of the DavisBacon Act have been met The Secretary of Labor may require the contractor to set aside in a separate ac count assets for the meeting of obligations
under the plan or pro gram Approved by the Office of Management and Budget under OMB Control Number 12150140 2 Withholding HUD or its designee shall upon its own action or upon written
request of an authorized representative of the De partment of Labor withhold or cause to be withheld from the con tractor under this contract or any other Federal contract with the same
prime contractor or any other Federallyassisted contract subject to DavisBacon prevailing wage requirements which is held by the same prime contractor so much of the accrued pay ments
or advances as may be considered necessary to pay la borers and mechanics including apprentices trainees and help ers employed by the contractor or any subcontractor the full amount
of wages required by the contract In the event of failure to pay any laborer or mechanic including any apprentice trainee or helper employed or working on the site of the work all or
part form HUD4010 200073 Previous edition is obsolete Page 1 of 4 ref Handbook 11344
of the wages required by the contract HUD or its designee may after written notice to the contractor sponsor applicant or owner take such action as may be necessary to cause the suspension
of any further payment advance or guarantee of funds until such violations have ceased HUD or its designee may after written notice to the contractor disburse such amounts withheld for
and on account of the contractor or subcontractor to the respective employees to whom they are due The Comptroller General shall make such disbursements in the case of direct DavisBacon
Act contracts 3 1 Payrolls and basic records Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of
three years thereaf ter for all laborers and mechanics working at the site of the work Such records shall contain the name address and social secu rity number of each such worker his
or her correct classification hourly rates of wages paid including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types
described in SectionIb2Bof the Davisbacon Act daily and weekly number of hours worked deductions made and actual wages paid Whenever the Secretary of Labor has found under 29 CFR 5a1iv
that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Sec tionIb2Bof the DavisBacon
Act the contractor shall main tain records which show that the commitment to provide
such benefits is enforceable that the plan or program is financially re sponsible and that the plan or program has been communicated in writing to the laborers or mechanics affected
and records which show the costs anticipated or the actual cost incurred in providing such benefits Contractors employing apprentices or trainees under approved programs shall maintain
written evidence of the registration of apprenticeship programs and certification of trainee programs the registration of the apprentices and trainees and the ratios and wage rates prescribed
in the applicable programs Approved by the Office of Management and Budget under OMB Control Numbers 12150140 and 1215 0017 ii a The contractor shall submit weekly for each week in which
any contract work is performed a copy of all payrolls to HUD or its designee if the agency is a party to the contract but if the agency is not such a party the contractor will submit
the payrolls to the applicant sponsor or owner as the case may be for transmission to HUD or its designee The payrolls submitted shall set out ac curately and completely all of the information
required to be main tained under 29 CFR5a3iThis information may be submit ted in any form desired Optional Form WH347 is available for this purpose and may be purchased from the Superintendent
of Documents Federal Stock Number 029 005 000141 USGov ernment Printing Office Washington DC 20402 The prime con tractor is responsible for the submission of copies of payrolls by all
subcontractors Approved by the Office of Management and Budget under OMB Control Number 1215 0149 b Each payroll submitted shall be accompanied by a State ment of Compliance signed by
the contractor or subcontractor or his or her agent who pays or supervises the payment of the per sons employed under the contract and shall certify the following 1 That the payroll
for the payroll period contains the information required to be maintained under 29 CFR 5a3iand that such information is correct and complete 2 That each laborer or mechanic including
each helper ap prentice and trainee employed on the contract during the payroll period has been paid the full weekly wages earned without re bate either directly or indirectly and that
no deductions have been made either directly or indirectly from the full wages earned other than permissible deductions as set forth in 29 CFR Part 3 3 That each laborer or mechanic
has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed as specified in the appli cable wage determination
incorporated into the contract c The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH347 shall sat isfy the requirement for submission
of the Statement of Compli ance required by subparagraphiA3bi d The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal
prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code iii The contractor or subcontractor shall make the records re quired under subparagraphA3iavailable
for inspection copy ing or transcription by authorized representatives of HUD or its designee or the Department of Labor and shall permit such rep resentatives to interview employees
during working hours on the job If the contractor or subcontractor fails to submit the required records or to make them available HUD or its designee may after written notice to the
contractor sponsor applicant or owner take such action as may be necessary to cause the suspension of any further payment advance or guarantee of funds Furthermore failure to submit
the required records upon request or to make such records available may be grounds for debarment action pur suant to 29 CFR512 4 Apprentices and Trainees 1 Apprentices Apprentices will
be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program
registered with the US De partment of Labor Employment and Training Administration Of fice of Apprenticeship Training Employer and Labor Services or with a State Apprenticeship Agency
recognized by the Office or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program who is not individually
registered in the program but who has been certified by the Office of Apprenticeship Training Employer and Labor Services or a State Apprenticeship Agency where appropriate to be eligible
for probationary employment as an apprentice The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted
to the contractor as to the entire work force under the registered program Any worker listed on a payroll at an ap prentice wage rate who is not registered or otherwise employed as stated
above shall be paid not less than the applicable wage rate on the wage determination for the classification of work actu ally performed In addition any apprentice performing work on
the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed
Where a contractor is performing construction on a project in a locality other than that in which its program is registered the ratios and wage rates expressed in percentages of the
jsourneyman hourly rate specified in the csontractor or ssubcontractor registered program shall be observed Every apprentice must be paid at not less than the rate specified in the registered
program for the aspprentice level of progress expressed as a percentage of the form HUD4010 200073 Previous edition is obsolete Page 2 of 4 ref Handbook 11344
journeymen hourly rate specified in the applicable wage determi nation Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program If the
appren ticeship program does not specify fringe benefits apprentices must be paid the full amount of fringe benefits listed on the wage deter mination for the applicable classification
If the Administrator de termines that a different practice prevails for the applicable ap prentice classification fringes shall be paid in accordance with that determination In the event
the Office of Apprenticeship Train ing Employer and Labor Services or a State Apprenticeship Agency recognized by the Office withdraws approval of an ap prenticeship program the contractor
will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is ap proved ii Trainees Except as
provided in 29 CFR516 trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered
in a program which has received prior ap proval evidenced by formal certification by the US Department of Labor Employment and Training Administration The ratio of trainees to journeymen
on the job site shall not be greater than permitted under the plan approved by the Employment and Train ing Administration Every trainee must be paid at not less than the rate specified
in the approved program for the tsrainee level of progress expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination Trainees shall be paid
fringe benefits in accordance with the provisions of the trainee program If the trainee program does not mention fringe benefits trainees shall be paid the full amount of fringe benefits
listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprentice ship program associated with the corresponding journeyman
wage rate on the wage determination which provides for less than full fringe benefits for apprentices Any employee listed on the pay roll at a trainee rate who is not registered and
participating in a training plan approved by the Employment and Training Adminis tration shall be paid not less than the applicable wage rate on the wage determination for the work actually
performed In addition any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on
the wage determination for the work actually performed In the event the Employment and Training Administration withdraws approval of a training program the con tractor will no longer
be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved iii Equal employment opportunity The utilization
of appren tices trainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246 as amended and 29 CFR Part
30 5 Compliance with Copeland Act requirements The contrac tor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract 6 Subcontracts
The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 of this paragraph A and such other clauses as HUD or its designee
may by appropriate instructions require and a copy of the applicable prevailing wage decision and also a clause re quiring the subcontractors to include these clauses in any lower tier
subcontracts The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph 7 Contract
termination debarment A breach of the contract clauses in 29 CFR5 may be grounds for termination of the con tract and for debarment as a contractor and a subcontractor as provided in
29 CFR512 8 Compliencewith DavisBacon and Related Act Requirements All rulings and interpretations of the DavisBacon and Related Acts contained in 29 CFR Parts 1 3 and 5 are herein incorpo
rated by reference in this contract 9 Disputes concerning labor standards Disputes arising out of the labor standards provisions of this contract shall not be sub ject to the general
disputes clause of this contract Such disputes shall be resolved in accordance with the procedures of the De partment of Labor set forth in 29 CFR Parts 5 6 and 7 Disputes within the
meaning of this clause include disputes between the contractor or any of its subcontractors and HUD or its designee the US Department of Labor or the employees or their repre sentatives
10 1 Certification of Eligibility By entering into this contract the contractor certifies that neither it nor he or she nor any per son or firm who has an interest in the csontractor
firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3aof the DavisBacon Act or 29 CFR115a2or to be awarded HUD contracts or participate in HUD
programs pursuant to 24 CFR Part 24 it No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section3aof the
DavisBacon Act or 29 CFR115a2or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 iii The penalty for making false statements is prescribed in the
USCriminal Code 18USC1001 Additionally USCriminal Code Section 1 01 0 Title 18USCFederal Housing Adminis tration transactions provides in part Whoever for the purpose of influencing
in any way the action of such Administration makes utters or publishes any statement knowing the same to be false shall be fined not more than5000 or imprisoned not more than two years
or both 11 Complaints Proceedings or Testimony by Employees No laborer or mechanic to whom the wage salary or other labor standards provisions of this Contract are applicable shall bedis
charged or in any other manner discriminated against by the Con tractor or any subcontractor because such employee has filed any complaint or instituted or caused to be instituted any
proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer B Contract Work Hours and
Safety Standards Act The provi sions of this paragraph B are applicable only where the amount of the prime contract exceeds0100 As used in this paragraph the terms laborers and mechanics
include watchmen and guards 1 Overtime requirements No contractor or subcontractor con tracting for any part of the contract work which may require or involve the employment of laborers
or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of 40 hours in such work week unless such
laborer or mechanic receives compensation at a rate not less than one and onehalf times the basic rate of pay for all hours worked worked in excess of 40 hours in such workweek 2 Violation
liability for unpaid wages liquidated damages In the event of any violation of the clause set forth in subpara form HUD4010 200703 Previous edition is obsolete Page 3 of 4 ref Handbook
11344
graph 1 of this paragraph the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages In addi tion such contractor and subcontractor shall be liable
to the United States in the case of work done under contract for the District of Columbia or a territory to such District or to such territory for liquidated damages Such liquidated
damages shall be computed with respect to each individual laborer or mechanic including watchmen and guards employed in violation of the clause set forth in subparagraph 1 of this paragraph
in the sum of 10 for each calendar day on which such individual was required or permit ted to work in excess of the standard workweek of 40 hours without payment of the overtime wages
required by the clause set forth in sub paragraph 1 of this paragraph 3 Withholding for unpaid wages and liquidated damages HUD or its designee shall upon its own action or upon written
request of an authorized representative of the Department of La bor withhold or cause to be withheld from any moneys payable on account of work performed by the contractor or subcontractor
under any such contract or any other Federal contract with the same prime contract or any other Federally assisted contract subject to the Contract Work Hours and Safety Standards Act
which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such con tractor or subcontractor for unpaid wages and liquidated
damages as provided in the clause set forth in subparagraph 2 of this paragraph 4 Subcontracts The contractor or subcontractor shall insert in any subcontracts the clauses set forth
in subparagraph 1 through 4 of this paragraph and also a clause requiring the sub contractors to include these clauses in any lower tier subcontracts The prime contractor shall be responsible
for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs 1 through 4 of this paragraph C Health and Safety The provisions of this paragraph
C are ap plicable only where the amount of the prime contract exceeds 0100 1 No laborer or mechanic shall be required to work in surround ings or under working conditions which are unsanitary
hazard ous or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Sec retary of Labor by regulation 2 The Contractor shall
comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Con tract Work
Hours and Safety Standards Act 40 USC 3701 at sea 3 The Contractor shall include the provisions of this para graph in every subcontract so that such provisions will be binding on each
subcontractor The Contractor shall take such action with respect to any subcontract as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means
of enforcing such provisions form HUD4010 200073 Previous edition is obsolete Page 4 of 4 4 ref Handbook 11344
mim IT
Page 1 of 25 GENERAL DECISION CA20100033 20101230 CA33 Date December 3 2010 General Decision Number CA20100033 20101230 Superseded General Decision Number CA20080033 State California
Construction Types Building Heavy Heavy and Dredging and Highway County Los Angeles County in California BUILDING CONSTRUCTION PROJECTS DREDGING PROJECTS does not include hopper dredge
work HEAVY CONSTRUCTION PROJECTS does not include water well drilling HIGHWAY CONSTRUCTION PROJECTS Modification Number 0123456789 10 11 12 13 14 15 Publication Date 20101230 20201360
2001240 20101460 2001460 20201560 2001270 20201370 2001680 20101380 20201780 2001390 20101090 20201490 20101080 20101230 ASBE0005 002 20201680 Rates Asbestos Workers Insulator Includes
the application of all insulating materials protective coverings coatings and finishes to all types of mechanical systems 3729 Fire Stop Technician Application of Firestopping Materials
for wall openings and penetrations in walls floors ceilings and curtain walls 214 ASBE0005004 20201680 Rates Asbestos Removal worker hazardous material Fringes 1316 1736 Fringes http
frwebgateagcpceossgovcgibingetdoccgidbname Davis BacondocidCA20100033
Page 2 of 25 handler Includes preparation wetting stripping removal scrapping vacuuming bagging and disposing of all insulation materials from mechanical systems whether they contain
asbestos or not 1870 865 BOIL0092 003 20100109 http frwebgateaggcpcoeosvscgibinlgetdoc cgidbname Davis BacondocidCA20100033 Rates Fringes BOILERMAKER 2402 226 BRCA0004 007 2001150 Rates
Fringes BRICKLAYER MARBLE SETTER 0306 125 BRCA0018 004 2000168 Rates Fringes MARBLE FINISHER 2525 098 TILE FINISHER 0217 878 TILE LAYER 0325 1919 BRCA0018 010 2001909 Rates Fringes TERRAZZO
FINISHER 2569 692 TERRAZZO SWEOTRTKEERR 363 1406 CARPO409001 2001710 Rates Fringes CARPENTER 1 Carpenter Cabinet Installer Insulation Installer Hardwood Floor Worker and acoustical installer
357 0118 2 Millwright 3857 0118 3 Piledriver Derrick Bargeman Bridge or Dock Carpenter Heavy Framer Rock Bargeman or Scowman Rockslinger Shingler Commercial 3478 0118 4 Pneumatic Nailer
Power Stapler 3607 0118 5 Sawfiler 3447 0118 6 Scaffold Builder 2558 0118 7 Table Power Saw Operator 3457 0118
Page 3 of 25 FOOTNOTE Work of forming in the construction of open cut sewers or storm drains on operations in which horizontal lagging is used in conjunction with steel ABeams driven
or placed in pre drilled holes for that portion of a lagged trench against which concrete is poured namely as a substitute for back forms which work is performed by piledrivers 013 per
hour additional Certified Welder 100 per hour premium CARPO409 002 2001708 Rates Fringes Diver 1 Wet 357 66683 892 2 Standby 667 38341 892 3 Tender 38243 892 4 Assistant Tender 28949
892 Amounts in Rates column are per day CARPO409 005 2001170 Fringes Rates Fringes Drywall DRYWALL INSTALLERLATHER 0118 SSCTROACPKPEERR 010 CARPO409008 2001708 Rates Fringes Modular
Furniture Installer 0109 471 ELECO011 004 20201670 Rates ELECTRICIAN INSIDE ELECTRICAL WORK Journeyman Electrician 3456 2616 ELECTRICIAN INTELLIGENT TRANSPORTATION SYSTEMS Street Lighting
Traffic Signals CaCnTdV Underground Systems Journeyman Transportation Electrician 2356 1226 Technician 1279 2519 FOOT NOTE CABLE SPLICER INSTRUMENT PERSON Recieve 5 additional per hour
above Journeyman Electrician basic hourly rate TUNNEL WORK loo additional per hour SCOPE OF WORK TRANSPORTATION SYSTEMS ELECTRICIAN Installation of street lights and traffic isnicglundainlsg
electrical circuitry programmable controllers http frwebgateagcpceossgovcgibingetdoc cgidbname Davis BacondocidCA20100033
Page 4 of 25 pedestalmounted electrical meter enclosures and laying of pre assembled multiconductor cable in ducts layout of electrical systems and communication installation including
proper position of trench depths and radius at duct banks location for man holes pull boxes street lights and traffic signals Installation of underground ducts for teelelecpLhroicnael
cable television and communication systems tPerumilnliantiogn and splicing of traffic signal and street lighting conductors and electrical systems including idnteertceocnntoecrt loop
fiber optic cable and video cable TECHNICIAN Distribution of material at job site manual excavation and backfill installation of system conduits and raceways for electrical telephone
cable television and communication systems Pulling terminating and splicing of traffic signal and street lighting conductors and electrical systems including interconnect detector loop
fiber optic cable and video data ELEC0011005 2001120 COMMUNICATIONS SYSTEMS WORK excludes any work on Intelligent Transportation Systems or CCTV highway systems Rates Fringes Communications
System Installer 2969 30684 Technician 2789 30684 SCOPE OF WORK The work covered shall include the installation testing service and maintenance of the following systems that utilize
the transmission andor transference of voice sound vision and digital for commercial education security and entertainment purposes for TV monitoring and surveillance background foreground
music intercom and telephone interconnect inventory control systems microwave transmission multimedia multiplex nurse call system radio page school intercom and sound burglar alarms
and low voltage master clock systems A Communication systems that transmit or receive information andor control systems that are intrinsic to the above listed systems SCADA Supervisory
control data acquisition PCM Pulse code modulation Inventory control systems Digital data systems Broadband baseband and carriers Point of sale systems VSAT data systems Data communication
systems RF and remote control systems Fiber optic data systems B Sound and Voice Transmission Transference Systems Background Foreground Music Intercom and Telephone Interconnect Systems
Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School Intercom and Sound Systems Burglar Alarm Systems Low Voltage Master Clock Systems Multi Media Multiplex
http frwebgateaggcpcoeosvscgibinlgetdoe cgidbname Davis BacondocidCA20100033
Page 5 of 25 Systems Telephone Systems RF Systems and Antennas and Wave Guide C Fire Alarm Systems installation wire pulling and testing D Television and Video Systems Television Monitoring
and Surveillance Systems Video Security Systems Video Entertainment Systems Video Educational Systems CATV and CCTV E Security Systems Perimeter Security Systems Vibration Sensor Systems
Sonar Infrared Monitoring Equipment Access Control Systems Card Access Systems Fire Alarm Systems 1 Fire AlarmsIn Raceways Wire and cable pulling in raceways performed at the current
electrician wage rate and fringe benefits Installation and termination of devices panels startup testing and programmming performed by the Technician 2 Fire AlarmsOpen Wire Systems installed
by the Technician ELEC1245 001 2001160 HOLIDAYS New Ysear Day ML King Day Memorial Day Independence Day Labor Day Veterans Day Thanksgiving Day and day after Thanksgiving Christmas Day
ELEV0018 001 200110 Rates Fringes ELEVATOR MECHANIC 3435 02305 FOOTNOTE PAID VACATION Employer contributes 8s of regular hourly rate as vacation pay credit for employees with more than
5 years of service and 6 for 6 months to 5 years of service PAID HOLIDAYS New Years Day Memorial Day Independence Day Labor Day Veterans Day Thanksgiving Day Friday after Thanksgiving
and Christmas Day ENGI0012 003 2000179 http frwebgateaggcpcoeosvscgibinlgetdoe cgidbname Davis BacondocidCA20100033 Rates Fringes LINE CONSTRUCTION 1 Lineman Cable splicer 1446 1413
2 Equipment specialist operates crawler tractors commercial motor vehicles backhoes trenchers cranes 50 tons and below overhead underground distribution line equipment 3856 1326 3 Groundman
1289 102 4 Powderman 2401 1523
Page 6 of 25 Rates Fringes OPERATOR Power Equipment All Other Work GROUP I 3836 1227 GROUP 2 3617 1227 GROUP 3 3907 1227 GROUP 4 39 1227 GROUP 5 409 1227 GROUP 6 3619 1227 GROUP 7 4701
1227 GROUP 8 3729 1227 GROUP 9 4802 1227 GROUP 10 3849 1227 GROUP 11 4904 1227 GROUP 12 0401 1227 GROUP 13 1401 1227 GROUP 14 1404 1227 GROUP 15 2402 1227 GROUP 16 3404 1227 GROUP 17
4501 1227 GROUP 18 4601 1227 GROUP 19 4702 1227 GROUP 20 4804 1227 GROUP 21 041 1227 GROUP 22 141 1227 GROUP 23 2412 2172 GROUP 24 3414 1227 GROUP 25 451 1227 OPERATOR Power Equipment
Cranes Piledriving Hoisting GROUP 1 138 1227 GROUP 2 3968 1227 GROUP 3 2359 1227 GROUP 4 39 1227 GROUP 5 3619 1227 GROUP 6 3729 1227 GROUP 7 3849 1227 GROUP 8 0401 1212 GROUP 9 1408
1227 GROUP 10 1418 1227 GROUP 11 1428 1212 GROUP 12 1438 1227 GROUP 13 1448 1227 OPERATOR Power Equipment Tunnel Work GROUP 1 368 1227 GROUP 2 3469 1227 GROUP 3 3759 1227 GROUP 4 389
1227 GROUP 5 1401 1227 GROUP 6 2402 1227 GROUP 7 3404 1227 PREMIUM PAY 375 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases China Lake Naval
Reserve Vandenberg AFB Point Arguello Seely Naval Base http frwebgateagcpceoss govcgibinlgetdoc cgidbname Davis BacondocidCA20100033
Page 7 of 25 Fort Irwin Nebo Annex Marine Base Marine Corp Logistics Base Yermo Edwards AFB 29 Palms Marine Base and Camp Pendleton Workers required to suit up and work in a hazardous
material environment 200 per hour additional Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator SEE ZONE DEFINITIONS AFTER
CLASSIFICATIONS POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 Bargeman Brakeman Compressor operator Ditch Witch with seat or similar type equipment Elevator operator inside Engineer
Oiler Forklift operator includes loed lull or similar types under 5 tons Generator operator Generator pump or compressor plant operator Pump operator Signalman Switchman GROUP 2 Asphalt
rubber plant operator nurse tank operator Concrete mixer operatorskip type Conveyor operator Fireman Forklift operator includes Toed lull or similar types over 5 tons Hydrostatic pump
operator oiler crusher asphalt or concrete plant Petromat laydown machine PJU side dum jack Screening and conveyor machine operator or similar types Skiploader wheel type up to 34 yd
without attachment Tar pot fireman Temporary heating plant operator Trenching machine oiler GROUP 3 Asphalt rubber blend operator Bobcat or similar type Skid steer Equipment greaser
rack Ford Ferguson with dragtype attachments Helicopter radioman ground Stationary pipe wrapping and cleaning machine operator GROUP 4 Asphalt plant fireman Backhoe operator mini max
or similar type Boring machine operator Boxman or mixerman asphalt or concrete Chip spreading machine operator Concrete cleaning decontamination machine operator Concrete Pump Operator
small portable Drilling machine operator small auger types Texoma super economatic or similar types Hughes 100 or 200 or similar types drilling depth of 30 maximum Equipment greaser
grease truck Guard rail post driver operator Highline cableway signalman Horizontal Directional Drilling Machine Hydra hammeraero stomper Micro Tunneling above ground tunnel Power concrete
curing machine operator Power concrete saw operator Power driven jumbo form setter operator Power sweeper operator Rock Wheel SawTrencher Roller operator compacting Screed operator asphalt
or concrete Trenching machine operator up to 6 ft Vacuum or much truck GROUP 5 Equipment Greaser Grease Truck Multi Shift GROUP 6 Articulating material hauler Asphalt plant engineer
Batch plant operator Bit sharpener Concrete joint machine operator canal and similar type Concrete planer operator Dandy digger Deck engine operator Derrickman oilfield type Drilling
machine operator http faggrwcepcobegosavtsecgibingetdoc cgidbname Davis BacondocidCA20100033
Page 8 of 25 bucket or auger types Calweld 100 bucket or similar types Watson 1000 auger or similar types Texoma 330 500 or 600 auger or similar types drilling depth of 45 maximum Drilling
machine operator Hydrographic seeder machine operator straw pulp or seed Jackson track maintainer or similar type Kalamazoo Switch tamper or similar type Machine tool operator Maginnis
internal full slab vibrator Mechanical berm curb or cgouncttreeter or asphalt Mechanical finisher operator concrete Clary Johnson Bidwell or similar Micro tunnel system below ground
Pavement breaker
operator truck mounted Road oil mixing machine operator Roller operator asphalt or finish rubbertired earth moving equipment single engine up to and including 25 yds struck Self propelled
tar pipelining machine operator Skiploader operator crawler and wheel type over 34 yd and up to and including 112 yes Slip form pump operator power driven hydraulic lifting device for
concrete forms Tractor operator bulldozer tamper scraper single engine up to 100 hp flywheel and similar types up to and including D5 and similar types Tugger hoist operator 1 drum Ultra
high pressure waterjet cutting tool system operator Vacuum blasting machine operator GROUP 7 Welder General GROUP 8 Asphalt or concrete spreading operator tamping or finishing Asphalt
paving machine operator Barber Greene or similar type Asphalt rubber distribution operator Backhoe operator up to and including 34 yd small ford Case or similar Castinplace pipe laying
machine operator Combination mixer and compressor operator gunite work Compactor operator self propelled Concrete mixer operator paving Crushing plant operator Drill Doctor Drilling
machine operator Bucket or auger types Calweld 150 bucket or similar types Watson 1500 2000 2500 auger or similar types Texoma 700 800 auger or similar types drilling depth of 60 maximum
Elevating grader operator Grade checker Gradall operator Grouting machine operator Heavyduty repairman Heavy equipment robotics operator Kalamazoo balliste regulator or similar type
Kolman belt loader and similar type Le Tourneau blob compactor or similar type Loader operator Athey Euclid Sierra and similar types Mobark Chipper or similar Ozzie padder or similar
types PC slot saw Pneumatic concrete placing machine operator Hackley Presswell or similar type Pumperete gun operator Rock Drill or similar types Rotary drill operator excluding caisson
type Rubber tired earth moving equipment operator single engine caterpillar Euclid Athey Wagon and similar types with any and all attachments over 25 yds up to and including 50 cu yds
struck Rubber tired earth moving equipment operator multiple engine up to and including 25 yds struck Rubber tired scraper operator self loading paddle wheel type John Deere 1040 and
similar single unit Self propelled curb and gutter machine operator Shuttle buggy Skiploader operator crawler and wheel type over 112 yds up to and including 612 yds Soil remediation
plant operator Surface heaters and planer operator Tractor compressor drill combination operator operator Tractor operator http frwebgate accessgpo govegibinlgetdoe egidbname BacondocidCA2010003
3
Page 9 of 25 any type larger than D5 100 flywheel hp and over or similar bulldozer tamper scraper and push tractor single engine Tractor operator boom attachments Traveling pipe wrapping
cleaning and bendng machine operator Trenching machine operator over 6 ft depth capacity msanufacturer rating trenching Machine with Road Miner attachment over 6 ft depth capacity Ultra
high pressure waterjet cutting tool system mechanic Water pull compaction operator GROUP 9 Heavy Duty Repairman GROUP 10 Drilling machine operator Bucket or auger types Calweld 200 B
bucket or similar typesWatson 3000 or 5000 auger or similar typesTexoma 900 auger or similar Lypesdrilling depth of 105 maximum Dual drum mixer dynamic compactor LDC350 or similar types
Monorail locomotive operator diesel gas or electric Motor patrol blade operator single engine Multiple engine tractor operator Euclid and similar type except Quad 9 cat Rubber tired
earth moving equipment operator single engine over 50 yds struck Pneumatic pipe ramming tool and similar types Prestressed wrapping machine operator Rubbertired earth moving equipment
operator single engine o5v0er yds struck Rubber tired earth moving equipment operator multiple engine Euclid caterpillar and similar over 25 yds and up to 50 yds struck Tower crane repairman
Tractor loader operator crawler and wheel type over 612 yds Woods mixer operator and similar Pugmill equipment GROUP 11 Heavy Duty Repairman Welder Combination Welder Certified GROUP
12 Auto grader operator Automatic slip form operator Drilling machine operator bucket or auger types Calweld auger 200 CA or similar types Watson auger 6000 or similar types Hughes Super
Duty auger 200 or similar types drilling depth of 175 maximum Hoe ram or similar with compressor Mass excavator operator less tha 750 cu yards Mechanical finishing machine operator Mobile
form traveler operator Motor patrol operator multi engine Pipe mobile machine operator Rubber tired earth moving equipment operator multiple engine Euclid Caterpillar and similar type
over over 50 cu yds struck Rubber tired self loading scraper operator paddle wheelauger type self loading two 2 or more units GROUP 13 Rubber tired earth moving equipment operator operating
equipment with pushpull system single engine up to and including 25 yds struck GROUP 19 Canal liner operator Canal trimmer operator Remote control earth moving equipment operator operating
a second piece of equipment 100 per hour additional Wheel excavator operator over 750 cu yds GROUP 15 Rubber tired earth moving equipment operator operating equipment with push pull
system single engine Caterpillar Euclid Athey Wagon and similar types with any http frwebgateagcpceossgovcgibingetdoccgidbname Davis BacondocidCA20100033
Page 10 of 25 and all attachments over 25 yds and up to and including 50 yds struck Rubbertired earth moving equipment operator operating equipment with pushpull system multiple engineup
to and including 25 yds struck GROUP 16 Rubber tired earth moving equipment operator operating equipment with pushpull system single engine over 50 yds struck Rubbertired earth moving
equipment operator operating equipment with pushpull system multiple engine Euclid Caterpillar and similar over 25 yds and up to 50 yds struck GROUP 17 Rubber tired earthmoving equipment
operator operating equipment with pushpull system multiple engine Euclid Caterpillar and similar over 50 cu yds struck Tandem tractor operator operating crawler type tractors in tandem
quad 9 and similar type GROUP 18 Rubber tired earth moving equipment operator operating in tandem scrapers belly dumps and similar types in any combination excluding compaction units
single engine up to and including 25 yds struck GROUP 19 Rolex concrete belt operator or similar similar types Rubber tired earth moving equipment operator operating in tandem scrapers
belly dumps and similar types in any combination excluding compaction units single engine Caterpillar Euclid Athey Wagon and similar types with any and all attachments over 25 yadnds
up to and including 50 cu yds struck Rubber tired earthmoving equipment operator operating in tandem scrapers belly dumps and similar types in any combination excluding compaction units
multiple engine up to and including 25 yds struck GROUP 20 Rubber tired earthmoving equipment operator operating in tandem scrapers belly dumps and similar types in any combination excluding
compaction units single engine over 50 yds struck Rubbertired earth moving equipment operator operating in tandem scrapers belly dumps and similar types in any combination excluding
compaction units multiple engine Euclid Caterpillar and similar over 25 yds and up to 50 yds struck GROUP 21 Rubbertired earth moving equipment operator operating in tandem scrapers
belly dumps and similar types in any combination excluding compaction units meultipl engine Euclid Caterpillar and similar type over 50 cu yds struck GROUP 22 Rubber tired earth moving
equipment operator operating equipment with the tandem pushpull system single engine up to and including 25 yds struck GROUP 23 Rubber tired earthmoving equipment operator operating
equipment with the tandem pushpull system single engine Caterpillar Euclid Athey Wagon and similar types with any and all attachments over 25 yds and up to and including 50 yds struck
Rubber tired earth moving equipment operator operating with the tandem http frwebgateaggcpcoeosvscgigbetidnoecgidbnameDavis BacondocidCA20100033
Page 11 of 25 pushpull system multiple engine up to and including 25 yds struck GROUP 24 Rubbertired earth moving equipment operator operating equipment with the tandem pushpull system
single engine over 50 yds struck Rubber tired earth moving equipment operator operating equipment with the tandem pushpull system multiple engine Euclid Caterpillar and similar over
25 yds and up to 50 yds struck GROUP 25 Concrete pump operatortruck mounted Rubber tired earth moving equipment operator operating equipment with the tandem pushpull system multiple
engine Euclid Caterpillar and similar type over 50 cu yds struck CRANES PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP l Engineer oiler Fork lift operator includes loed lull
or similar types GROUP 2 Truck crane oiler GROUP 3 Aframe or winch truck operator Ross carrier operator jobsite GROUP 4 Bridgetype unloader and turntable operator Helicopter hoist operator
GROUP 5 Hydraulic boom truck Stinger crane Austin Western or similar type Tugger hoist operator 1 drum GROUP 6 Bridge crane operator Cretor crane operator Hoist operator Chicago boom
and similar type Lift mobile operator Lift slab machine operator Vagtborg and similar types Material hoist andor manlift operator Polar gantry crane operator Self Climbing scaffold or
similar type Shovel backhoe dragline clamshell operator over 34 yd and up to 5 cu yds mrc Tugger hoist operator GROUP 7 Pedestal crane operator Shovel backhoe dragline clamshell operator
over 5 cu yds mrc Tower crane repair Tugger hoist operator 3 drum GROUP 8 Crane operator up to and including 25 ton capacity Crawler transporter operator Derrick barge operator up to
and including 25 ton capacity Hoist operator stiff legs Guy derrick or similar type up to and including 25 ton capacity Shovel backhoe dragline clamshell operator over 7 cu ydsMRC GROUP
9 Crane operator over 25 tons and up to and including 50 tons mrc Derrick barge operator over 25 tons up to and including 50 tons mrc Highline cableway operator Hoist operator stiff
legs Guy derrick or similar type over 25 tons up to and including 50 tons mrc Kcrane operator Polar crane operator Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10 Crane operator over 50 tons and up to and http frwebgateaggcpcoeosvscgibingetdoe cgidbname Davis BacondocidCA20100033
Page 12 of 25 including 100 tons mrc Derrick barge operator over 50 tons up to and including 100 tons mrc Hoist operator stiff legs Guy derrick or similar type over 50 tons up to and
including 100 tons mrc Mobile tower crane operator over 50 tons up to and including 100 tonsMRCTower crane operator and tower gantry GROUP 11 Crane operator over 100 tons and up to and
including 200 tons mrc Derrick barge operator over 100 tons up to and including 200 tons mrc Hoist operator stiff legs Guy derrick or similar type over 100 tons up to and including 200
tons mrc Mobile tower crane operator over 100 tons up to and including 200 tons mrc GROUP 12 Crane operator over 200 tons up to and including 300 tons mrc Derrick barge operator over
200 tons up to and including 300 tons mrc Hoist operator stiff legs Guy derrick or similar type over 200 tons up to and including 300 tons mrc Mobile tower crane operator over 200 tons
up to and including 300 tons mrc GROUP 13 Crane operator over 300 tons Derrick barge operator over 300 tons Helicopter pilot Hoist operator stiff legs Guy derrick or similar type over
300 tons Mobile tower crane operator over 300 tons TUNNEL CLASSIFICATIONS GROUP l Skiploader wheel type up to 34 yd without attachment GROUP 2 Power driven jumbo form setter operator
GROUP 3 Dinkey locomotive or motorperson up to and including 10 tons GROUP 4 Bit sharpener Equipment greaser grease truck Slip form pump operator powerdriven hydraulic lifting device
for concrete forms Sugger hoist operator 1 drum Tunnel locomotive operator over 10 and up to and including 30 tons GROUP 5 Backhoe operator up to and including 34 yd Small Ford Case
or similar Drill doctor Grouting machine operator Heading shield operator Heavyduty repairperson Loader operator Athey Euclid Sierra and similar types Mucking machine operator 14 yd
rubber tired rail or track type Pneumatic concrete placing machine operator Hackley Presswell or similar type Pneumatic heading shield tunnel Pumperete gun operator Tractor compressor
drill combination operator operator Tugger hoist operator 2 drum Tunnel locomotive operator over 30 tons GROUP 6 Heavy Duty Repairman GROUP 7 Tunnel mole boring machine operator ENGINEERS
ZONES 100 additional per hour for all of IMPERIAL County and the http frwebgateaggcpcoeosvscgigbetidnoecgidbname Davis BacondocidCA20100033
Page 13 of 25 portions of KERN RIVERSIDE SAN BERNARDINO Counties as defined below That area within the following Boundary Begin in San Bernardino County approximately 3 miles NE of the
intersection of I15 and the California State line at that point which is the NW corner of Section 1 Tm17N R14E San Bernardino Meridian Continue W in a straight line to that point which
is the SW corner of the northwest quarter of Section 6 T27S R42E Mt Diablo Meridian Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner
of the western half of the northern quarter of Section 6 T25S R42E MDM Continue W along the Inyo and San Bernardino County boundary until the intersection with Kern County as that point
which is the SE corner of Section 34 T24S R40E MDM Continue W along the Inyo and Kern County boundary until the intersection with Tulare County at that point which is the SW corner of
the SE quarter of Section 32 T24S R37E MDM Continue W along the Kern and Tulare County boundary until that point which is the NW corner of T25S R32E MDM Continue S following R32E lines
to the NW corner of T31S R32E MDM Continue W to the NW corner of T31S R31E MDM Continue S to the SW corner of T32S R31E MDM Continue W to SW corner of SE quarter of Section 34 T32S R30E
MDM Continue S to SW corner of T11N R17W SBM Continue along south boundary of T11N SBM to SW corner of T11N R7W SBM Continue S to SW corner of T9N R7W SBM Continue E along south boundary
of T9N SBM to SW corner of T9N R1E SBM Continue S along west boundary of R1E SMB to Riverside County line at the SW corner of T1S R1E SBM Continue E along south boundary of Tls SBM Riverside
County Line to SW corner of T1S RIOE SBM Continue S along west boundary of R10E SBM to Imperial County line at the SW corner of T8S R10E SBM Continue W along Imperial and Riverside county
line to NW corner of T9S R9E SBM Continue S along the boundary between Imperial and San Diego Counties along the west edge of R9E SBM to the south boundary of Imperial CountyCalifornia
state line Follow the California state line west to Arizona state line then north to Nevada state line then continuing NW back to start at the point which is the NW corner of Section
1 T17N R14E SBM 100 additional per hour for portions of SAN LUIS OBISPO KERN SANTA BARBARA VENTURA as defined below That area within the following Boundary Begin approximately 5 miles
north of the community of Cholame on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S R16E Mt Diablo Meridian Continue south along the west side of R16E
to the SW corner of T30S R16E MDM Continue E to SW corner of T30S R17E MDM Continue S to SW corner of T31S R17E MDM Continue E to SW corner of T31S R18E MDM Continue S along West side
of R18E MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W Follow the west side of R30W SBM to the SW corner of T9N R30W SBM Continue E along the south edge
of T9N SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section T394N R24W SBM continue S along the Ventura County line to that point
which is the SW corner of the SE quarter of Section 32 T7N R24W SBM Continue E http frwebgateaggcpcoeosvscgibingetdoecgidbname Davis BacondocidCA20100033
Page 14 of 25 along the south edge of T7N SBM to the SE corner to T7N R21W SBM Continue N along East side of R21W SBM to Ventura County and Kern County boundary at the NE corner of T8N
R21W Continue W along the Ventura County and Kern County boundary to the SE corner of T9N R21W Continue North along the East edge of R21W SBM to the BE corner of T12N R21W SBM Continue
West along the north edge of T12N SBM to the SE corner of T32S R21E MDM T12N SBM is a think strip between T11N SBM and T32S MDM Continue North along the East side of R21E MDM to the
Kings County and Kern County border at the NE corner of T25S R21E MDM continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County Continue
west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County Continue West along the Monterey County and San Luis Obispo County boundary
to the beginning point at the NW corner of T25S R16E MDM 020 additional per hour for INYO and CMoOunNtieOs and the Northern portion of SAN BERNARDINO County as defined below That area
within the following Boundary Begin at the intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17 TION R22E
Mt Diablo Meridian Continue S then SE along the entire western boundary of Mono County until it reaches Inyo County at the point which is the NE corner of the Western half of the NW
quarter of Section 2 T8S R29E MDM Continue SSE along the entire western boundary of Inyo County until the intersection with Kern County at the point which is the SW corner of the SE
11 of Section 32 T24S R37E MDM Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34
T24S R40E MDM Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6 T25S R42E MDM Continue
S to that point which is the SW corner of the NW quarter of Section 6 T27S R42E MDM Continue E in a straight line to the California and Nevada state border at the point which is the
NW corner of Section 1 T17N R14E San Bernardino Meridian Then continue NW along the state line to the starting point which is the center of Section 18 T10N R22E MDM REMAINING AREA NOT
DEFINED ABOVE RECIEVES BASE RATE ENGIO012 004 2000189 Rates Fringes OPERATOR Power Equipment DREDGING 1 Leverman 4834 1227 2 Dredge dozer 3406 1227 3 Deckmate 2405 1227 4 Winch operator
stern winch on dredge 3709 1227 5 Fireman Oiler http frwcbgateagcpceossgovcgibingetdoccgidbname Davis BacondocidCA20100033
Page 15 of 25 Deckhand Bargeman Leveehand 1369 6 Barge Mate 3779 IRON0002 004 2001170 Rates Ironworkers Fence Erector 2568 Ornamental Reinforcing and Structural 0303 PREMIUM PAY 1227
1227 Fringes 1256 273 600 additional per hour at the following locations China Lake Naval Test Station Chocolate Mountains Naval Reserve Niland Edwards AFB Fort Irwin Military Station
Fort Irwin Training Center Goldstone San Clemente Island San Nicholas Island Susanville Federal Prison 29 Palms Marine Corps US Marine Base Barstow US Naval Air Facility Sealey Vandenberg
AFB 400 additional per hour at Army Defense Language Instit Naval Post Graduate School Logistics Center 200 additional per hour at Port Hueneme Port Mugu US LAB00300 001 2001190 the
following locations ite Monterey Fallon Air Base Monterey Yermo Marine Corps the following locations Coast Guard Station Two Rock Rates Brick Tender 127 LAB00300 003 2001170 Rates LABORER
GUNITE GROUP 1 0304 GROUP 2 029 GROUP 3 255 LABORER TUNNEL GROUP 1 2314 GROUP 2 3516 GROUP 3 032 GROUP 4 3712 LABORER GROUP 1 2336 GROUP 2 2868 GROUP 3 2437 GROUP 4 298 GROUP 5 2339
Fringes 1724 Fringes 137 137 137 1948 1948 1948 1948 1745 1745 1745 1745 1745 http frwebgateaggcpcoeosvscgibingetdoccgidbname DavisBacondocidCA2010003 3
Page 16 of 25 FOOTNOTE GUNITE PREMIUM PAY Workers working from a Bsnosn Chair or suspended from a rope or cable shall receive 40 cents per hour above the foregoing applicable classification
rates Workers doing gunite andor shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates paid on a portaltoportal basis Any work
performed on in or above any smoke stack silo storage elevator or similar type of structure when such structure is in excess of 750 above base level and which work must be performed
in whole or in part more than 750 above base level that work performed above the 75O level shall be compensated for at 35 cents per hour above the applicable classification wage rate
LABORER CLASSIFICATIONS GROUP 1 Cleaning and handling of panel forms Concrete screeding for rough strikeoff Concrete water curing Demolition laborer the cleaning of brick if performed
by a worker performing any other phase of demolition work and the cleaning of lumber Fire watcher limber brush loader piler and debris handler Flag person Gas oil andor water pipeline
laborer Laborer asphalt rubber material loader Laborer general or construction Laborer general cleanup Laborer landscaping Laborer jetting Laborer temporary water and air lines Material
hose operator walls slabs floors and decks Plugging filling of shee bolt holes Dry packing of concrete Railroad maintenance repair track person and road beds Streetcar and railroad construction
track laborers Rigging and signaling Scaler Slip form raiser Tar and mortar Tool crib or tool house laborer Traffic control by any method Window cleaner Wire mesh pulling all concrete
pouring operations GROUP 2 Asphalt shoveler Cement dumper on 1 yd or larger mixer and handling bulk cement Cesspool digger and installer Chucktender Chute handler pouring concrete the
handling of the chute from readymix trucks such as walls slabs decks floors foundation footings curbs gutters and sidewalks Concrete curer impervious membrane and form oiler Cutting
torch operator demolition Fine grader highways and street paving airport runways and similar type heavy construction Gas oil and or water pipeline wrapper pot tender and form person
Guinea chaser Headerboard person asphalt Laborer packing rod steel and pans Membrane vapor barrier installer Power broom sweeper small Riprap stonepaver placing stone or wet sacked concrete
Roto scraper and tiller Sandblaster pot tender Septic tank digger and ilnestaallder Tank scaler and cleaner Tree climber faller chain saw operator Pittsburgh chipper and similar type
brush shredder Underground laborer including caisson bellower GROUP 3 Buggymobile person Concrete cutting torch Concrete pile cutter Driller jackhammer 212 ft drill steel or longer Dripakit
machine Gas oil andor water pipeline wrapper 6in pipe and over by any method inside and out High scaler including drilling of same Hydro seeder http frwebgate accessgpogovegibinlgetdoc
cgidbnameDavis BacondocidCA2010003 3
Page 17 of 25 and similar type Impact wrench multi plate Kettle person pot person and workers applying asphalt laykold creosote lime caustic and similar type materials applying means
applying dipping brushing or handling of such materials for pipe wrapping and waterproofing Operator of pneumatic gas electric tools vibrating machine pavement breaker air blasting come
alongs and similar mechanical tools not separately classified herein Psipelayer backup person coating grouting making of joints sealing caulking diapering and including rubber gasket
joints pointing and any and all other services Rock slinger Rotary scarifier or multiple head concrete chipping scarifier Steel headerboard and guideline setter Tamper Barka Wacker and
similar type Trenching machine hand propelled GROUP 4 Asphalt raker lute person ironer asphalt dump person and asphalt spreader boxes all types Concrete core cutter walls floors or ceilings
grinder or sander Concrete saw person cutting walls or flat work scoring old or new concrete Cribber shorer lagging sheeting and trench bracing hand guided lagging hammer Head rock Slinger
Laborer asphalt rubber distributor boot person Laser beam in connection with laborers work Oversize concrete vibrator operator 70 lbs and over Pipelayer performing all services in the
laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation including any and all forms of tubular material whether pipe metallic or non
metallic conduit and any other stationary type of tubular device used for the conveying of any substance or element whether water sewage solid gas air or other product whatsoever and
without regard to the nature of material from which the tubular material is fabricated Nojoint pipe and stripping of same Prefabricated manhole installer Sandblaster nozzle person water
blasting Porta ShotBlast GROUP 5 Blaster powder all work of loading holes placing and blasting of all powder and explosives of whatever type regardless of method used for such loading
and placing Driller All power drills excluding jackhammer whether core diamond wagon track multiple unit and any and all other types of mechanical drills without regard to the form of
motive power Toxic waste removal TUNNEL LABORER CLASSIFICATIONS GROUP 1 Batch plant laborer Bull gang mucker track person Changehouse person Concrete crew including rodder and spreader
Dump person Dump person outside Swamper brake person and switch person on tunnel work Tunnel materials handling person GROUP 2 Chucktender cabletender Loading and unloading agitator
cars Nipper Pot tender using mastic or other materials for example but not by way of limitation shotcrete etc Vibrator person jack hammer pneumatic tools except driller GROUP 3 Blaster
driller powder person Chemical grout jet http frwebgateaggcpcoeosvscgigbetidnoccgidbname Davis BacondocidCA20100033
Page 18 of 25 person Cherry picker person Grout gun person Grout mixer person Grout pump person Jackleg miner Jumbo person Kemper and other pneumatic concrete placer operator Miner tunnel
hand or machine Nozzle person Operating of troweling andor grouting machines Powder person primer house Primer person Sandblaster Shotcrete person Steel form raiser and setter Timber
person retimber person wood or steel Tunnel Concrete finisher GROUP 4 Diamond driller Sandblaster Shaft and raise work GUNITE LABORER CLASSIFICATIONS GROUP 1 Rodmen eNmozeznl GROUP 2
Gunmen GROUP 3 Reboundmen LAB00300 005 2000589 Rates Fringes LABORER PLASTER CLEANUP LABORER 2656 1704 PLASTER TENDER 209 1704 LAB00882 002 200110 Rates Fringes Asbestos Removal Laborer
1256 1245 SCOPE OF WORK Includes site mobilization initial site cleanup site preparation removal of asbestos containing material and toxic waste encapsulation enclosure and disposal
of asbestos containing materials and toxic waste by hand or with equipment or machinery scaffolding fabrication of temporary wooden barriers and assembly of decontamination stations
LABO1184 001 2000171 http frwebgateagcpceossgovcgigbetidnoecgidbname Davis BacondocidCA20100033 Rates Fringes Laborers HORIZONTAL DIRECTIONAL DRILLING 1 Drilling Crew Laborer 0257 1615
2 Vehicle OperatorHauler 227 1615 3 horizontal Directional Drill Operator 0279 1615 4 Electronic Tracking Locator 0317 1615 Laborers STRIPING SLURRY SEAL GROUP 1 2508 1546 GROUP 2 2809
1546 GROUP 3 381 1546 GROUP 4 3535 1546
Page 19 of 25 LABORERS STRIPING CLASSIFICATIONS GROUP l Protective coating pavement sealing including repair and filling of cracks by any method on any surface in parking lots game courts
and playgrounds carstops operation of all related machinery and equipment equipment repair technician GROUP 2 Traffic surface abrasive blaster pot tender removal of all traffic lines
and markings by any method sandblasting waterblasting grinding etc and preparation of surface for coatings Traffic control person controlling and directing traffic through both conventional
and moving lane closures operation of all related machinery and equipment GROUP 3 Traffic delineating device applicator Layout and application of pavement markers delineating signs rumble
and traffic bars adhesives guide markers other traffic delineating devices including traffic control This category includes all traffic related surface preparation sandblasting waterblasting
grinding as part of the application process Traffic protective delineating system installer removes relocates installs permanently affixed roadside and parking delineation barricades
fencing cable anchor guard rail reference signs monument markers operation of all related machinery and equipment power broom sweeper GROUP 9 Striper layout and application
of traffic stripes and markings hot thermo plastic tape traffic stripes and markings including traffic control operation of all related machinery and equipment PAIN0036001 2001180 Rates
Fringes Painters Including Lead Abatement 1 Repaint 0256 698 2 All Other Work 2329 698 REPAINT of any previously painted structure Exceptions work involving the aerospace industry breweries
commercial recreational facilities hotels which operate commercial establishments as part of hotel service and sports facilities PAIN0036006 2001160 Rates Fringes DRYWALL FINISHERTAPER
Antelope Valley North of the following Boundary Kern County Line to Hwy 5 South of Hwy 45 to Hwy N2 East on N2 to http frwebgate accessgpogovcgibingetdoccgidbnalne Davis BacondocidCA2010003
3
Page 20 of 25 Palmdale Blvd to Hsy 14 South to Hwy 18 East to Hwy 395129 129 Remainder of Los Angeles County 2323 129 PAIN0036015 2001180 Rates Fringes GLAZIER 3906 2503 FOOTNOTE Additional
125 per hour for work from the third 3rd floor and up Additional hour for work on the outside of the building stage or any suspended contrivance from the PAIN1247 002 200110 Rates SOFT
FLOOR LAYER 3805 PLAS0200 009 2001480 in a condor 125 per from a swing ground up Fringes 1504 Rates Fringes PLASTERER 2301 1234 PLAS0500 002 2001170 Rates Fringes CEMENT MASON CONCRETE
FINISHER 2509 1859 PLUM0016001 2000179 Rates Fringes PLUMBERPIPEFITTER 1 Work on strip malls light commercial tenant improvement and remodel work 2848 2 Work on new additions and remodeling
of bars restaurant stores and commercial buildings not to exceed 5000 sq ft of floor space 3957 3 All other work 1307 1447 1856 1846 PLUMO250 002 2000126 Rates REFRIGERATION MECHANIC
Refrigeration Fitter 303 PLUM0345001 2000179 Fringes 1935 http frwebgateagcpceossgovcgibinlgetdoe cgidbname Davis BacondocidCA2010003 3
Page 21 of 25 Rates Fringes PLUMBER Landscape irrigation Fitter 2706 1834 Sewer Storm Drain Work 1258 1657 ROOF0036002 2001180 Rates Fringes ROOFER 3645 097 FOOTNOTE Pitch premium Work
on which employees are exposed to pitch fumes or required to handle pitch pitch base or pitch impregnated products or any material containing coal tar pitch the entire roofing crew shall
receive 175 per hour pitch premium pay SFCA0669013 2001140 DOES NOT INCLUDE THE CITY OF POMONA CATALINA ISLAND AND THAT PART OF LOS ANGELES COUNTYWETHIN 25 MILES OF THE CITY LIMITS OF
LOS ANGELES Rates Fringes SPRINKLER FITTER 335 1607 SFCA0709 005 200110 THE CITY OF POMOMA CATALINA ISLAND AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS
ANGELES Rates Fringes SPRINKLER FITTER Fire 0389 2915 SHEEOIOS 002 200110 LOS ANGELES South of a straight line between gorman and Big Pines includingg Catalina Island Rates Fringes SHEET
METAL WORKER 1 Light Commercial Work on general sheet metal and heating and AC up to 4000 sq ft 2524 662 2 Modernization Excluding New Construction Under 5000 sq ft Does not include
modification upgrades energy management or conservation improvements of central heating and AC equpment 2524 962 Hbfrwtetbgpateaggcpcoeosvscgibinlgetdoc cgidbnameDavis BacondocidCA20100033
Page 22 of 25 SHEE0105003 2001710 LOS ANGELES South of a straight line drawn between Gorman and Big iaPnneds Catalina Island INYO KERN Northeast part East of Hwy 395 MONO ORANGE RIVERSIDE
AND SAN BERNARDINO COUNTIES Rates Fringes SHEET METAL WORKER 1 Commercial New Construction and Remodel work 4524 1727 2 Industrial work including air pollution control systems noise
abatement hand rails guard rails excluding aritechtural sheet metal work excluding AC heating ventilating systems for human comfort 3556 2902 SHEE0105004 2001170 KERN Excluding portion
East of Hwy 395 LOS ANGELES North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale COUNTIES Rates Fringes SHEET METAL WORKER 1314 167
TEAM0011 002 2000178 Rates Fringes TRUCK DRIVER GROUP 1 2446 1248 GROUP 2 2569 1248 GROUP 3 2726 1248 GROUP 4 2916 1248 GROUP 5 2946 1248 GROUP 6 2967 1248 GROUP 7 227 1248 GROUP 8 247
1248 GROUP 9 267 1248 GROUP 10 297 1248 GROUP 11 2478 1248 GROUP 12 2908 1248 WORK ON ALL MILITARY BASES PREMIUM PAY 300 per hour additional 29 palms Marine Base Camp Roberts China Lake
Edwards AFB E1 Centro Naval Facility Fort Irwin Marine Corps Logistics Base at Nebo Yermo Mountain Warfare Training Center Bridgeport Point Arguello Point Conception Vandenberg AFB TRUCK
DRIVERS CLASSIFICATIONS http frwebgateagcpceossgovcgibinlgetdoc cgidbnalue Davis BacondocidCA20100033
Page 23 of 25 GROUP 1 Truck driver GROUP 2 Driver of vehicle or combination of vehicles 2 axles Traffic control pilot car excluding moving heavy equipment permit load Truck mounted broom
GROUP 3 Driver of vehicle or combination of vehicles 3 axles Boot person Cement mason distribution truck Fuel truck driver Water truck 2 axle Dump truck less than 16 yds water level
Erosion control driver GROUP 4 Driver of transit mix truck under 3 yds Dumperete truck less than 612 yds water level GROUP 5 Water truck 3 or more axles Truck greaser and tire person
050 additional for tire person Pipeline and utility working truck driver including winch truck and plastic fusion limited to pipeline and utility work Slurry truck driver GROUP 6 Transit
mix truck 3 yds or more Dumperete truck 612 yds water level and over Vehicle or combination of vehicles 4 or more axles Oil spreader truck Dump truck 16 yds to 25 yds water level GROUP
7 A Frame Swedish crane or similar Forklift driver Ross carrier driver GROUP 8 Dump truck 25 yds to 49 yds water level Truck repair person Water pull single engine Welder GROUP 9 Truck
repair person welder Low bed driver 9 axles or over GROUP 10 Dump truck 50 yds or more water level Water pull single engine with attachment GROUP 11 Water pull twin engine Water pull
twin engine with attachments Winch truck driver 125 additional when operating winch or similar special attachments GROUP 12 Boom Truck 17K and above WELDERS Receive rate prescribed for
craft performing operation to which welding is incidental Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award
only as provided in the labor standards contract clauses 29CFR 5 a 1 ii In the listing above the SU designation means that rates listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates Other designations indicate unions whose rates have been determined to be http frwebgateaggcpcoeosvscgibinlgetdoe cgidbnatne DavisBacondocidCA20100033
Page 24 of 25 prevailing WAGE DETERMINATION APPEALS PROCESS 1 Has there been an initial decision in the matter This can be an existing published wage determination a survey underlying
a wage determination a Wage and Hour Division letter setting forth a position on a wage determination matter a conformance additional classification and rate ruling On survey related
matters initial contact including requests for summaries of surveys should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional
Offices have responsibility for the Davis Bacon survey program If the response from this initial contact is not satisfactory then the process described in 2 and 3 should be followed
With regard to any other matter not yet ripe for the formal process described here initial contact should be with the Branch of Construction Wage Determinations Write to Branch of Construction
Wage Determinations Wage and Hour Division US Department of Labor 200 Constitution Avenue NW Washington DC 20210 2 If the answer to the question in 1 is yes then an interested party
those affected by the action can request review and reconsideration from the Wage and Hour Administrator See 29 CFR Part 18 and 29 CFR Part 7 Write to Wage and Hour Administrator US
Department of Labor 200 Constitution Avenue NW Washington DC 20210 The request should be accompanied by a full statement of the interested psarty position and by any information wage
payment data project description area practice material etc that the requester considers relevant to the issue 3 If the decision of the Administrator is not favorable an interested party
may appeal directly to the Administrative Review Board formerly the Wage Appeals Board Write to Administrative Review Board US Department of Labor 200 Constitution Avenue NW Washington
DC 20210 9 All decisions by the Administrative Review Board are final http frwcbgateagcpceossgovcgibingetdoecgidbname Davis BacondocidCA20100033
Page 25 of 25 END OF GENERAL DECISION http frwebgateaggcpcoeosvscgibingetdoccgidbname Davis BacondocidCA20100033
PROJECT PHASE 11 CDBG PROJECT No P84429
FEDERAL EQUAL EMPLOYMENT OPPORTUNITY AFFIRMATIVE ACTION REQUIREMENTS EQUAL OPPORTUNITY CLAUSE During the performance of this contract the contractor agrees as follows The contractor
will not discriminate against any employee or applicant for employment because of race color religion sex or national origin The contractor will take affirmative action to ensure that
applicants are employed and that employees are treated during employment without regard to their race color religion sex or national origin Such action shall include but not be limited
to the following employment upgrading demotion or transfer recruitment or recruitment advertising layoff or termination rates of pay or other forms of compensation and selection for
training including apprenticeship The contractor agrees to post in conspicuous places available to employees and applicants for employment notices to be provided setting forth the provisions
of this nondiscrimination clause The contractor will in all solicitations or advertisements for employees placed by or on behalf of the contractor state that all qualified applicants
will receive consideration for employment without regard to race color religion sex or national origin C The contractor will send to each labor union or representative of workers with
which heshe has a collective bargaining agreement or other contract or understanding a notice to be provided advising the said labor union or workers representative of the csontractor
commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment The contractor will comply with all provisions
of Executive Order 11246 of September 24 1965 and of the rules regulations and relevant orders of the Secretary of Labor e The contractor will furnish all information and reports required
by Executive Order 11246 of September 24 1965 and by the rules regulations and orders of the Secretary of Labor or pursuant thereto and will permit access to hisher books records and
accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules regulations and orders In the event of the csontractor
noncompliance with the nondiscrimination clause of this contract or with any of the said rules regulations or orders this contract may be canceled terminated or suspended in whole or
in part and the contractor may be declared ineligible for further government
contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24 1965 or by rule regulation or order of the Secretary
of Labor or as otherwise provided by law 2 g The contractorwill include the provisions of Paragraph 1a through 1 g in every subcontract or purchase order unless exempted by rule regulations
or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246 of September 24 1965 so that such provisions will be binding upon each subcontractor or vendor
The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions including sanctions
for noncompliance Provided however that in the event a contractor becomes involved in or is threatened with litigation with a subcontractor or vendor as a result of such direction by
the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States NOTICE OF REQUIREMENT FOR AFFIRMATIVE
ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY Executive Order 11246 a The Osfferor or Bsidder attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment
Specifications set forth herein b The goals and timetables for minority and female participation expressed in percentage terms for the csontractor aggregated work force in each trade
on all construction work in the covered area are as follows Goals for Minority Goals for Female Participation for Participation in Timetables Each Trade Each Trade 238 69 These goals
are applicable to all the csontractor construction work whether or not it is Federal or federally assisted performed in the covered area If the contractor performs construction work
in a geographical area located outside of the covered area it shall apply the goals established for such geographical area where the work is actually performed With regard to this second
area the contractor also is subject to the goals for both its federally involved and non federally involved construction The csontractor compliance with the Executive Order and the regulations
in 41 CFR Part 604 shall be based on its implementation of the Equal Opportunity Clause specific affirmation action obligations required by the specifications set forth in 41 CFR Part
6043aand its efforts to meet the 2
goals The hours of minority and female employment and training must be substantially uniform throughout the length of the contract and in each trade and the contractor shall make a good
faith effort to employ minorities and women evenly on each of its projects The transfer of minority or female employees or trainees from contractor to contractor or from project to project
for the sole purpose of meeting the csontractor goals shall be a violation of the contract the Executive Order and the regulations of 41 CFR Part 604 Compliance with the goals will be
measured against the total work hours performed C The contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within ten 10
working days of award of any construction subcontract in excess of 01000 at any tier for construction work under the contract resulting from this solicitation The notification shall
list the name address and telephone number of the subcontractor employer identification number of of the subcontractor estimated dollar amount of the subcontract estimated starting and
completion dates of the subcontract and the geographical area in which the contract is to be performed As used in this notice and in the contract resulting from this solicitation the
covered area is the Standard Metropolitan Statistical Area of Los Angeles Long Beach specifically the County of Los Angeles State of California STANDARD FEDERAL EQUAL EMPLOYMENT SPECIFICATIONS
Executive Order 11246 As used in these specifications 1 Covered area means the geographical area described in the solicitation from which this contract resulted 2 Director means Director
Office of Federal Contract Compliance Programs United States Department of Labor or any person to whom the Director delegates authority 3 Employer Identification Number EIN means the
Federal Social Security Number used on the Esmployer Quarterly Federal Tax Return United States Treasury Department Form 941 4 Minority includes a Black all persons having origins in
any of of the Black African racial groups not of Hispanic origin b Hispanic all persons of Mexican Puerto Rican Cuban Central
or South American or other Spanish culture or origin regardless of race c Asian and Pacific Islander all persons having origins in any of the original peoples of the Far East Southeast
Asia the Indian Subcontinent or the pacific Islands and d American Indian or Alaskan Native all persons having origins in any of the original peoples of North America and maintaining
identifiable tribal affiliations through membership and participation or community identification b Whenever the contractor or any subcontractor at any tier subcontracts a portion of
the work involving any construction trade it shall physically include in each subcontract in excess of 01000 the provisions of these specifications and the notice which contains the
applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted C If the contractor is participating pursuant to
41 CFR Part 6045 in a Hometown Plan approved by the United States Department of Labor in the covered area either individually or through an association its affirmative action obligations
on all work in the Plan area including goals and time tables shall be in accordance with that Plan for those trades which have unions participating in the Plan Contractors must be able
to demonstrate their participation in and compliance with the provisions of any such Hometown Plan Each contractor or subcontractor participating in an approved Plan is individually
required to comply with its obligations under the EEO Clause and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees The overall good
faith performance by other contractors or subcontractors toward a goal in an approved Plan does not excuse any covered csontractor or ssubcontractor failure to take good faith efforts
to achieve the Plan goals and timetables d The contractor shall implement the specific affirmative action standards provided in paragraphs 3g 1 through 3g 16 of these specifications
The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization
the contractor should reasonable be able to achieve in each construction trade in which it has employees in the covered area Covered construction contractors performing construction
work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area
where the work is being performed Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Office of Federal Contract Compliance
Programs M
office or from Federal procurement contracting officers The contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified
e Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a collective bargaining agreement to refer either minority or
women shall excuse the csontractor obligations under these specifications Executive Order 11246 or the regulations promulgated pursuant thereto f In order for the nonworking training
hours of apprentices and trainees to be counted in meeting the goals such apprentices and trainees must be employed by the contractor during the training period and the contractor must
have made a commitment to employ the apprentices and trainees at the completion of their training subject to the availability of employment opportunities Trainees must be trained pursuant
to training programs approved by the United States Department of Labor g The contractor shall take specific affirmative actions to ensure equal employment opportunity The evaluation
of the csontractor compliance with these specifications shall be based upon its effort to achieve maximum results from its actions The contractor shall document these efforts fully and
shall implement affirmative action steps at least as extensive as the following 1 Ensure and maintain working environment free of harassment intimidation and coercion at all sites and
in all facilities at which the csontractor employees are assigned to work The contractor where possible will assign two or more women to each construction project The contractor shall
specifically ensure that all foremen superintendents and other onsite supervisory personnel are aware of and carry out the csontractor obligation to maintain such a working environment
with specific attention to minority or female individuals working at such sites or in such facilities 2 Establish and maintain a current list of minority and female recruitment sources
provide written notification to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available and maintain
a record of the osrganization responses 3 Maintain a current file of the name address and telephone numbers of each minority and female off the street applicant and minority or female
referral from a union a recruitment source or community organization and of what action was taken with respect to each such individual If such individual was sent to the union hiring
hall for 5
referral and was not referred back to the contractor by the union or if referred not employed by the contractor this shall be documented in the file with the reason therefore along with
whatever additional actions the contractor may have taken 4 Provide immediate written notification to the Director when the union or unions with which the contractor has a collective
bargaining agreement has not referred to the contractor a minority person or woman sent by the contractor or when the contractor has other information that the union referral process
has impeded the csontractor efforts to meet its obligations 5 Develop onthejob training opportunities andor participate in training programs for the area which expressly include minorities
and women including upgrading programs and apprenticeship and trainee programs relevant to the csontractor employment needs especially those programs funded or approved by the Department
of Labor The contractor shall provide notice of these programs to the sources compiled under 3g 2 above 6 Disseminate the csontractor EEO policy by providing notice of the policy to
unions and training programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations by including it in any policy manual and collective bargaining
agreement by publicizing it in the company newspaper annual report etc by specific review of the policy with all management personnel and with all minority and female employees at least
once a year and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed 7 Review at least annually the
csompany EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring assignment layoff termination or other employment
decisions including specific review of these items with on site supervisory personnel such as Superintendents General Foremen etc prior to the initiation of construction work at any
job site A written record shall be made and maintained identifying the time and place of these meetings persons attending subject matter discussed and disposition of the subject matter
8 Disseminate the csontractor EEO policy externally by including it in any advertising in the news media specifically including minority and female news media and providing written notification
to and discussing the csontractor EEO policy with other contractors and subcontractors with whom the contractor does or anticipates doing business 0
9 Direct its recruitment efforts both oral and written to minority female and community organizations to schools with minority and female students and to minority and female recruitment
and training organizations serving the csontractor recruitment area and employment needs Not later than one month prior to the date for the acceptance of applications for apprenticeship
or other training by any recruitment sources the contractor shall send written notification to organizations such as the above describing the opening screening procedures and tests to
be used in the selection process 10 Encourage present minority and female employees to recruit other minority persons and women and where reasonable provide after school summer and vacation
employment to minority and female youth both on the site and in other areas of a csontractor workforce 11 Validate all tests and other selection requirements where there is an obligation
to do so under 41 CFR Part 603 Uniform Guidelines on Employee Selection Procedures 12 Conduct at least annually an inventory and evaluation at least of all minority and female personnel
for promotional opportunities and encourage these employees to seek or to prepare for through appropriate training etc such opportunities 13 Ensure that seniority practices job classifications
work assignments and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy
and the csontractor obligations under these specifications are being carried out 14 Ensure that all facilities and company activities are non segregated except that separate or singleuser
toilet and necessary changing facilities shall be provided to assure privacy between the sexes 15 Document and maintain a record of all solicitations of offers for subcontracts from
minority and female construction contractors and suppliers including circulation of solicitations to minority and female contractor associations and other business associations associations
16 Conduct a review at least annually of all supervisors adherence to and performance under the csontractor EEO policies and affirmative action obligations Contractors are encouraged
to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations 31g
through 16 The efforts of a contractor association joint contractor union contractor community or other similar group of which the contractor is a member and participant may be asserted
as fulfilling any one or more of its obligations under 31g though 16 of these specifications provided that the contractor actively participates in the group makes every effort to ensure
that the group has a positive impact on the employment of minorities and women in the industry ensures that the concrete benefits of the program are reflected in the csontractor minority
and female work force participation makes a good faith effort to meet its individual goals and timetables and can provide access to documentation which demonstrates the effectiveness
of actions taken on behalf of the contractor The obligation to comply however is the csontractor and failure of such a group to fulfill an obligation shall not be a defense for the csontractor
noncompliance A single goal for minorities and a separate single goal for women have been established The contractor however is required to provide equal employment opportunity and to
take affirmative action for all minority groups both male and female and all women both minority and non minority Consequently the contractor may be in violation of the Executive Order
if a particular group is employed in a substantially disparate manner for example even though the contractor has achieved its goals for women generally the contractor may be in violation
of the Executive Order if a specific minority group of women is underutilized j The contractor shall not use the goals and timetables of affirmative action standards to discriminate
against any person because of race color religion sec or national origin k The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts
pursuant to Executive Order 11246 I The contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause including suspension
termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246 as amended and its implementing regulations by the Office of Federal
Contract Compliance Programs Any contractor who fails to carryout such sanctions and penalties shall be in violation of these specifications and Executive Order 11246 as amended M The
contractor in fulfilling its obligations under these specifications shall implement specific affirmative actions steps at least as extensive as those standards prescribed in Paragraph
3g of these specifications so as to achieve
maximum results from its efforts to ensure equal employment opportunity If the contractor fails to comply with the requirements of the Executive Order the implementing regulations or
these specifications the I
Director shall proceed in accordance with 41 CFR Part 6018Show Cause Notice n The contractor shall designate a responsible official to monitor all employment related activity to ensure
that the company EEO policy is being carried out to be required by the Government and to keep records Records shall at least include for each employee the name address telephone numbers
construction trade union affiliation if any employee identification number when assigned social security number race sex status eg mechanic apprentice trainee helper or laborer dates
of changes in status hours worked per week in the indicated trade rate of pay and locations at which the work was performed Records shall be maintained in an easily understandable and
retrievable form however to the degree that existing records satisfy this requirement contractors shall not be required to maintain separate records o Nothing herein provided shall be
construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other
area residentsegthose under the Public Works Employment Act of 1977 and the Community Development Block Grant Program p The Director from time to time shall issue goals and timetables
for minority and female utilization which shall be based on appropriate work force demographic or other relevant data and which shall cover construction projects or construction contracts
performed in specific geographic areas The goals which shall be applicable to each construction trade in a covered csontractor or ssubcontractor entire work force which is working in
the area covered by the goals and timetables shall be published as notices in the Federal Register and shall be inserted by the contracting officers and applicants as applicable in the
Notice required by 41 CFR 6042 4 SPECIFIC EEO REQUIREMENTS For a federally assisted construction contract in excess of 01000 the contractorsubcontractor shall a Forward the following
EEO certification forms to the contract awarding authority prior to contract award Certification of Non segregated Facilities and Certification with Regard to the Performance of Previous
Contracts or Subcontracts Subject to the Equal Opportunity Clause and the Filing of Required Reports b Submit a notification of subcontracts awarded to the Director Office of Federal
Contract Compliance Programs United States Department of Labor ESA 200 Constitutional Avenue NW Room C3325 Washington DC 20210 within 10 working days of award of any subcontract in excess
of 01000 listing the name address and telephone number of the 9
subcontractor employer identification number estimated dollar amount of the subcontract estimated starting date and completion dates of the subcontract and the geographical area in which
the contract is to be performed C Send a notice of the csontractor commitment to equal employment opportunity to labor unions or representatives of workers prior to commencement of construction
work Display an equal employment opportunity poster in a conspicuous place available to employees and applicants for employment e For contracts in excess of01000 bind subcontractors
to the Federal Equal Employment Opportunity requirements by including the provisions of Paragraphs 1 through 3 above in the subcontract Upon commencement of construction work and until
the work is completed forward the Monthly Employment Utilization Report Form CC257 to the contract awarding authority by the end of each work month With the initial monthly report the
contractorsubcontractor shall attach the Csontractor List of Federal and Non Federal Work in Bid Condition Area to the monthly report 5 CIVIL RIGHTS ACT OF 1964 Under Title VI of the
Civil Rights Act of 1964 no person shall on the grounds of race color or national origin be excluded from participation in be denied the benefits of or be subjected to discrimination
under any program or activity receiving Federal financial assistance 6 SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1974 No person in the United States on the grounds
of race color national origin or sex be excluded from participation in be denied the benefits of or be subjected to discrimination under any program or activity funded in whole or in
part with funds made available under this title THE AGE DISCRIMINATION ACT OF 1975 No person in the Unites States shall on the basis of age be excluded from participation in be denied
the benefits of or be subjected to discrimination under any program or activity receiving Federal financial assistance 8 REHABILITATION ACT OF 1973 No otherwise qualified individual
with handicaps in the United States shall solely by reason of his or her handicap be excluded from the participation in be denied the benefits of or be subjected to discrimination under
any program or activity receiving Federal assistance 10
1 1 k I 01
AND LABOR 1 It is national policy to award a fair share of contracts to Small Business and Minority Firms Accordingly affirmative steps must be taken to assure that Small Business and
Minority Firms are utilized when possible as sources of supplies equipment construction and services Affirmative steps include the following a Including qualified Small Business and
Minority Firms on solicitation lists b Assuring that Small Business and Minority Firms are solicited whenever they are potential sources c When economically feasible dividing total requirements
into smaller tasks or quantities so as to permit maximum Small Business and Minority Firm participation d Where the requirement permits establishing delivery schedules which will encourage
participation by Small Business and Minority Firms e Using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the Department
of Commerce as required f If any subcontracts are to be let requiring the prime contractor to take the affirmative steps in 1a through 1e above 2 Grantees shall take similar appropriate
affirmative action in support of Wsomen Business Enterprises 3 Grantees are encouraged to procure goods and services from Labor Surplus Areas
PROJECT CDBG PROJECT
COMPLIANCE WITH CLEAN AIR AND WATER ACTS Applicable to federally assisted construction contracts and related subcontracts exceeding 0100 During the performance of this contract the contractor
and all subcontractors shall comply with the requirements of the Clean Air Act as amended 42 USC 1857 et seq the Federal Water Pollution Control Act as amended 33 USC 1251 et seq and
the regulations of the Environmental Protection Agency with respect thereto at 40 CFR Part 15 as amended In addition to the foregoing requirements all nonexempt contractors and subcontractors
shall furnish to the owner the following A stipulation by the contractor or subcontractors that any facility to be utilizes in the performance of any non exempt contract or subcontract
is not listed on the List of Violating Facilities issued by the Environmental Protection Agency EPA pursuant to 40 CFR 1205 2 Agreement by the contractor to comply with all the requirements
of Section 114 of the Clean Air Act as amended 42 USC 1857c8 and Section 308 of the Federal Water Pollution Control Act as amended 33 USC 1318 relating to inspection monitoring entry
reports and information as well as all other requirements specified in said Section 114 and Section 308 and all regulations and guidelines issued there under 3 A stipulation that as
a condition for the award of the contract prompt notice will be given of any notification received from the Director Office of Federal Activities EPA indicating that a facility utilized
or to be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities 4 Agreement by the contractor that he will include or cause to be included
the criteria and requirements in paragraph 1 through 4 of this section in every nonexempt subcontract and requiring that the contractor will take such action as the government may direct
as a means of enforcing such provisions
r r PROJECT MQ
NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID 7106 Any public works contract of a public entity shall include an affidavit in the following form State of California
County of ss being first duly sworn deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of or on behalf of any undisclosed
person partnership company association organization or corporation that the bid is genuine and not collusive or sham that the bidder has not directly or indirectly induced or solicited
any other bidder to put in a false or sham bid and has not directly or indirectly colluded conspired connived or agreed with any bidder or anyone else to put in a sham bid or that anyone
shall refrain from bidding that the bidder has not in any manner directly or indirectly sought by agreement communication or conference with anyone to fix the bid price of the bidder
or any other bidder or to fix any overhead profit or cost element of the bid price or of that of any other bidder or to secure any advantage against the public body awarding the contract
of anyone interested in the proposed contract that all statements contained in the bid are true and further that the bidder has not directly or indirectly submitted his or her bid price
or any breakdown thereof or the contents thereof or divulged information or data relative thereto or paid and will not pay any fee to any corporation partnership company association
organization bid depository or to any member or agent thereof to effectuate a collusive or sham bid Project Name Company Address Signature Title Date SWORN TO AND SUBSCRIBED TO BEFORE
ME Project Number This day of s Notary Public My Commission Expires 20
ffi c y i
FEDERALLY ASSISTED CONSTRUCTION PROJECTS The federallyassisted construction contractor certifies that heshe DOES NOT and WILL NOT Maintain or provide for hisher employees any segregated
facilities at any of hisher establishments Permit hisher employees to perform their services at any location under hisher control where segregated facilities are maintained The federallyassisted
contractor agrees that a breach of this certification is a violation of the Equal Opportunity Clause in this contract As used in this certification the term segregated facilities means
any waiting room work areas restrooms and washrooms restaurants and other eating areas time clocks locker rooms and other storage or dressing areas parking lots drinking fountains recreation
or entertainment areas transportation and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race creed color
or national origin because of habit local custom or otherwise The federallyassisted contractor agrees that except where heshe has obtained identical certifications from proposed subcontractors
for specific time periods heshe will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding 01000 which are not exempt from the provisions
of the Equal Opportunity Clause and that heshe will retain such certifications in hisher files NOTE The penalty for making false statements in offers is prescribed in 18USC1001 Date
Company Address By Title Project Number
mno10 a m i MWiCIN 40141L2 0 rom 24t EA
CERTIFICATION WITH REGARD TO THE PERFORMANCE OF PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS The bidder proposed sub
contractor hereby certifies that heshe has has not participated in a previous contract or subcontract subject to the Equal Opportunity Clause as required by Executive Orders 10925 11114
or 11246 and that heshe has has not filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance a Federal Government contracting or administering
agency or the former Psresident Committee on Equal Employment Opportunity all reports due under the applicable filing requirements Date Project Number Awarding Agency Contractor Name
Affiliate Company In Title ContractAward Total Number of Employees NOTE The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor
41 CFR 6017b1and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause Contracts
and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 6015Generally only contracts or subcontracts of01000or under are exempt Proposed prime contractors
and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 6017b1prevents
the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the US Department of the Interior or
by the Director Office of Federal Contract Compliance US Department of Labor SF100 EEO1 must be filed by A All private employers who are 1 Subject to Title VII of the Civil Rights Act
of 1964 as amended with 100 or more employees 2 Subject to Title VII who has fewer than 100 employees if the company is owned or affiliated with another company or there is centralized
ownership control or management so that the group legally constitutes a single enterprise and the entire enterprise employs a total of 100 or more employees B All federal contractors
private employers who 1 Are not exempt as provided for by 41 CFR 6015 2 Have 50 or more employees and a Are prime contractors or firsttier subcontractors and have a contract subcontract
or purchase order amounting to 05000or more or b Serve as a depository of Government funds in any amount or c Is a financial institution which is an issuing and paying agent forUSSavings
Bonds and Notes
rim
Community Development Commission County of Los Angeles COUNTY LOBBYIST CODE CHAPTER2160 COUNTY ORDINANCE NO 930031 CERTIFICATION Name of Firm Address State Zip Code Telephone Number
Acting on behalf of the above named firm as its Authorized Official I make the following Certification to the County of Los Angeles and the Community Development Commission County of
Los Angeles 1 It is understood that each person entityfirm who applies for a Community Development Commission contract and as part of that process shall certify that they are familiar
with the requirements of the Los Angeles County Code Chapter2160 Los Angeles County Ordinance 930031 and 2 That all personsentitiesfirms acting on behalf of the above named firm have
and will comply with the County Code and 3 That any personentityfirm who seeks a contract with the Community Development Commission shall be disqualified therefrom and denied the contract
and shall be liable in civil action if any lobbyist lobbying firm lobbyist employer or any other person or entity acting on behalf of the named firm fails to comply with the provisions
of the County Code This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into Submission of this certification
is a prerequisite for making or entering into contract with the Los Angeles County and the Community Development Commission County of Los Angeles Authorized Official 0 CSonhactor nbconhaclor
Dale Title
PPHASE 11 CDB PROJECT 1
I certify by signature below that I am aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for wsorker compensation
or to undertake self insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract Date
Project Name Company Name Address Print Name Title Signature Project Number
1 u e
6DO vZvm TdGiZd3monrm rv0 D o nocvmmz Z3m a cm mamma O mz3 m n3o 3 o m o Z r a 3m o o o G o vma o m o 3vo a Orn O
LL i I PROJECT PHASE 11 CDBG
USDEPARTMENT OF HOUSING AND URBAN DEVELOPMENT HUD FORM 4230A REPORT OF ADDITIONAL CLASSIFICATION AND RATE OMB Approval Number 2501 0011 Exp 309129006 1 FROM name and address of requesting
agency 2 PROJECT NAME AND NUMBER 3 LOCATION OF PROJECT City County and State 4 BRIEF DESCRIPTION OF PROJECT 5 CHARACTER OF CONSTRUCTION Building Residential Heavy Other specify Highway
6 WAGE DECISION NO include modification number if any 7 WAGE DECISION EFFECTIVE DATE COPY ATTACHED 8 WORK CSLASSIFICATION HOURLY WAGE RATES BASIC WAGE FRINGE BSENEFIT if any 9 PRIME
CONTRACTOR name address 10 SUBCONTRACTORIEMPLOYER IF APPLICABLE name address Check All That Apply The work to be performed by the additional classifications is not performed by a classification
in the applicable wage decision The proposed classification is utilized in the area by the construction industry The proposed wage rsate including any bona fide fringe benefits bears
a reasonable relationship to the wage rates contained in the wage decision The interested parties including the employees or their authorized representatives agree on the classifications
and wage rsate Supporting documentation attached including applicable wage decision Check One Approved meets all criteria DOL confirmation requested One or more classifications fail
to meet all criteria as explained in agency referral DOL decision requested FOR HUD USE ONLY LR2000 Agency Representative Date Log In Typed name and signature Log out Phone Number HUD4230A
03 PREVIOUS EDITION 15 OBSOLETE
WPROJECT PHASE 11 CDBG PROJECT No P84429
frLei dLie inl71117IkF481 J9 At11 k 1 Y 1r To Name of Labor Union or Workers Representative Address Awarding Authority Project Name and Number The undersigned currently holds a contract
with involving Community Development Block Grant CDBG funds from theUSDepartment of Housing and Urban Development HUD or a subcontract with a prime contractor holding such contract You
are advised that under the provisions of the above contract or subcontract and in accordance with Executive Order 11246 the undersigned is obligated not to discriminate against any employee
or applicant for employment because of race color religion sex or national origin This obligation not to discriminate in employment includes but is not limited to the following HIRING
PLACEMENT UPGRADING TRANSFER OR DEMOTION RECRUIT MENT ADVERTISING OR SOLICITATION FOR EMPLOYMENT TREATMENT DURING EMPLOYMENT RATES OF PAY OR OTHER FORMS OF COMPEN SATION SELECTION FOR
TRAINING INCLUDING APPRENTICESHIP AND LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Executive Order 11246
Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment ContractorSubcontractor signature Date
r PROJECT PHASE 11 CDB
HO Name of Labor Union Workers Representative etc Address Name of Business Contractor Project Name Project Number The Undersigned currently holds a contractwith involving Block Grant
CDBG funds from the U S Department of Housing and Urban Development or a subcontract with a prime contractor holding such contract You are advised that under the provisions of the above
contract or subcontract and in accordance with Section 3 of the Housing and Urban Development Act of 1968 the undersigned is obligated to the greatest extent feasible to give opportunities
for employment and training to lower income residence of the CDBGassisted project area and to award contracts for work on the project to business concerns which are located in or are
owned in substantial part by project area residence Regarding employment opportunities for Section 3 the minimum number and job titles are Job Classification Regarding job referrals
request that consideration be given to the greatest extent feasible to assignment of persons residing in the service area or neighborhood in which the project is located The anticipated
date the work will begin is For additional information you may contact I at This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Section
3 of the Housing and Urban Development Act of 1968 Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment Print
Name Signature Title
Im Name ofLabor Union or Workers Representative Awarding Authority Project Name and Number The undersigned currently holds a contract with involving Community Development Block Grant
CDBG funds from theUS Department of Housing and Urban Development HUD or a subcontract with a prime contractor holding such contract You are advised that under the provisions of the
above contract or subcontract and in accordance with Section 3 of the Housing and Urban Development Act of 1968 the undersigned is obligated to the greatest extent feasible to give opportunities
for training and employment to lower income residents of the project area and to award contracts for work on the project to business concerns that are located in or are owned in substantial
part by projectarea residents Regarding employment opportunities for this project the minimum number and job titles are Minimum Regarding job referrals request that consideration be
given to the greatest extent feasible to assignment ofpersons residing in the service area area or neighborhood in which the project is located The anticipated date the work will begin
is For additional information contact This notice is furnished to you pursuant to the provisions of the above contract or subcontract and Section 3 of the Housing and Urban Development
Act of 1968 Copies of this notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment Contiantmsubcontractor Signature Title
A Section 3 responsive bidder who commits to hire Section 3 Residents by directing employment and training opportunities toward low and very low income persons particularly those who
are recipients of government assistance for housing may use any combination of outreach efforts to meet the Section 3 commitment made when a Section 3 Economic Opportunity Plan has been
submitted REMEMBER All employees of a businessfirm count toward meeting your Section 3 compliance goals Section 3 New Hires do not have to be construction workers they just have to be
a part of your permanent full time staff SEEKING SECTION 3 RESIDENT EMPLOYEES Enter into firstsource hiring agreements with organizations representing Section 3 residents such as Work
Source or a local Workforce Investment Board For more information visit httpiIccwonwafdwlrwteignwaixa Sponsor a HUDcertified StepUp employment and training program for Section 3 residents
Advertise training and employment positions by distributing flyers Notice of Section 3 Commitment Commitment or other flyer that identifies the positions to be filled the qualifications
required and where to obtain additional information about the application process to every occupied dwelling unit in the housing dsevelopment adjacent to the project site Post training
and employment position flyers in public housing developments offices of the local government and other conspicuous places Contact State approved apprenticeship programs to gain access
to potentially low income residents who are actively seeking pjloacembent and training For more information on local apprenticeship programs you can visit the California Department of
Industrial Relations database of local apprenticeship programs by visiting httpwgcdwoaiwvrdatabasesdosaiisgstpart Contact agencies administering HUD Youthbuild programs and request their
assistance in recruiting current HUD Youthbuild program participants who are in need of permanent placement Advertise any positions to be filled through the local media such as community
television networks newspapers of general circulation or commonlyused job placement websites such asmcwoownsrwtner
LL 0
S3 RESIDENT CERTIFICATION 2009 INCOME GUIDELINES 1Address I hereby certify that I am a Section 3 resident based on the following qsualification 1 I am a Public Housing resident Specify
Name of the Public Housing site 2 I am a lowincome resident of the Las Angeles metropolitan area Select your Family Size and gross annual Income Limits from all sources Familv Size Income
Limits 1 61560 or Less 61561 to 72570 72571 to 44040 44041 or more 2 01590 or Less 01591 to 73010 73011 to 75500 75501 or more 3 42010 or Less 42011 to 73050 73051 to 15070 15071 or
more 4 82030 or Less 8120131 to 63590 63591 to 46530 46531 or more 5 72050 or Less 72051 to 84020 84021 to 56580 56581 or more 6 62070 or Less 62071 to 04060 04061 to 67030 67031 or
more 7 52090 or Less 52091 to 14590 14591 to 77080 77081 or more 8 43010 or Less 43011 to 35520 35521 to 78530 78531 or more 3 I am not a public housing or lowincome resident of the
LosAngees metropolitan area Employee Signature b To Be Completed by the Employer The abovenamed person is a newhire employee who was hired on This pserson Work Classification is Business
Name Print Name of Owner Agent Signature of Owner Agent
WIN
C f f 1 Business Name Business Address Telephone Number 1 ContractBid Amount The above mentioned business firm is a Section 3 business concern based on the following qualifications 51percent
owned by Section 3 Residents Submit Resident Certifications with this business certification form At least 30percent Permanent fulltime employees are Section 3 Residents Total Number
of all full time employees Number of Section 3 qualified Employees Submit the Resident Certification fsorm with this Business Certification form 2 The above mentioned business firm is
not a Section 3 business concern but commits to the Section 3 goal Written Commitment Section 3 Economic Opportunity Plan outline intentions to Hire Section 3 qualified residents at
least 30percent aggregate new hire positions andor Subcontract 25percent or more of the contract amount to Section 3 qualified business concerns THE UNDERSIGNED DECLARES THAT THE ABOVE
INFORMATION IS COMPLETE AND CORRECT Signature of OwnerPrincipal Date Business Name License Number Number To Be Completed by Local Contracting Agency Preference Category oTargeted Service
Area nYouthbuild o0ther Census Tract Number
TeM I77 PROJECT PHASE 11 CDBGPROJECT
1 Recipient Name and Address Recipient Sub recipient Contractor Subcontractor r 2 Project Number contrecuAmrd No 3 Dollar Amount of Contract 4 Contact Person 5 Phone include Area Code
6 Reporting Period 7 Date Report Submitted 8 Project Number 9 Federal EIN Part l Empiovment Training Opportunities provided to ilnocowme individuals Minimum Goal 30 of New Hires JOB
CLASSIFICATION TOTAL NEW HIRES LOWINCOME NEW HIRES of Aggregate Hires who are ilnocowme Technicians Construction or Non construction Contract Amount OfficeClerical Professionals Construction
Trade Construction Trade Dollar Amount of All Subcontracts Percentage of the total dollar amount awarded to qualified Business Concerns TOTAL Part II Subcontracts Awarded Minimum Subcontract
Goal is 25 of the Prime Contract Amount Number of Subcontracts awarded Number of Section 3 Businesses Receiving Contracts Name of Qualified Business Concern Total Dollar Amount of Subcontracts
awarded to Section 3 qualified Business Concerns Dart ill ummary OT the enrorts tnat were mane to generate economic Trained andor Employed lowincome individuals equal to of the aggregate
new hires Attach Resident Certifications Awarded a Subcontract to qualified Business Concerns equal to of the contract amount Attach Business Certifications Attempted to recruit lowincome
individuals through Advertised through local media television radio newspaper Attach copy of advertisement Signs prominently displayed at the project site Contacts with community organizations
Contacted management to notify residents and posted or distributed flyers at public housing authority Attach list Participated in a HUD program or other program which promotes the training
or employment of low income individuals Participated in a HUD program or other program which promotes the award of contracts to Section 3 Qualified Business Concerns Contacted agencies
administering HUD Youth Build programs Attach list Maintained
a file of eligible qualified lowincome Residents and qualified Business Concerns for future employment OTHER Attach supporting documentation
PROJECT PROJECT PHASE 11 CDBG rte
Name of Firm Address State Zip Code Telephone Number Acting on behalf of the above named firm as its Authorized Official I make the following Certification to the U S Department of Housing
and Urban Development and the Community Development Commission County of Los Angeles1 No Federal appropriated funds have been paid by or on behalf of the above named firm to any person
for influencing or attempting to influence an officer or employee of any agency a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection
with the awarding of any Federal contract the making of and Federal grant loan or cooperative agreement and any extension continuation renewal amendment or modification thereof and 2
If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency a Member
of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with this Federal contract grant loan or cooperative agreement the above named firm
shall complete and submit Standard FormLLL Disclosure Form to Report Lobbying in accordance with its instructions and 3 The above name firm shall require that the language of this certification
be included in the award documents for all sub awards at all tiers including subcontracts sub grants and contracts under grants loans and cooperative agreement and that all sub recipients
shall certify and disclose accordingly This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into Submission
of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31 U S Code Any person who fails to file the required certification
shall be subject to a civil penalty of not less than 01000 and not more than 0100 for each such failure Authorized Official ContractorSoubconrtrac Lfi Signature Tiff
CITY OF ROSEMEAD PART A GENERAL PROVISIONS
Standard Specifications The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction Greenbook 2009 Edition including all current supplements
addenda and revisions thereof hereinafter referred to as Standard Specifications these General Conditions and the Specifications and Drawings identified in the Contract Documents The
Standard Specifications are referred to and by this reference made apart hereof as though set forth at length In the case of conflict between the Standard Specifications and these General
Conditions these General Conditions shall take precedence over and shall be used in lieu of such conflicting provisions The section headings in these General Conditions correspond to
the section headings of the Standard Specifications In the event a section heading contained in the Standard Specifications is not referenced in these General Conditions that section
shall read exactly as stated in the Standard Specifications Supplemental Reference Specifications Insofar as references may be made in these Special Provisions to the Caltrans Standard
Specifications such work shall conform to the referenced portions of the technical provisions Caltrans Standard Specifications 2006 edition only of said reference specifications provided
that wherever the term Standard Specifications is used without the prefix Caltrans it shall mean the Standard Specifications for Public Works Construction Green Book 2009 Edition as
previously specified in the above paragraph GENERAL PROVISIONS 1
PART 1 GENERAL PROVISIONS SECTION 1 TERMS DEFINITIONS ABBREVIATIONS UNITS OF MEASURE AND SYMBOLS 12 DEFINITIONS Wherever in the Standard Specifications or other Contract Documents the
following terms are used they shall mean the following Agency The CITY OF ROSEMEAD Bid Guaranty As defined in the Standard Specifications Also referred to as the Bid Security in the
Contract Documents Bid Security The Bid Guaranty as defined herein Board The City Council of the CITY OF ROSEMEAD City The CITY OF ROSEMEAD Csity Representative The Engineer as defined
herein Contract The written agreement Contract form between the City and the Contractor for the complete and adequate completion of the Work for the Project The Contract consists of
the Contract Documents The documents comprising the Contract are complementary and each obligation of the Contractor Subcontractors and material or equipment suppliers in any one document
shall be binding as if specified in all The Contract is intended to include all items required forthe forthe proper execution and completion of the Work Contract Documents In addition
to the documents noted in the definition of Contract Documents in the Standard Specifications all documents incorporated by reference into the Contract form Contract Price The amount
stated in the Contract form including authorized adjustments pursuant to Change Orders which is the total amount payable by the City to the Contractor for performance of the Work under
the Contract It is also sometimes referred to as the Total Bid Price in the Contract Documents Csontractor Representative Csontractor executive representative who shall be present on
the Project Site at all times that any Work is in progress and who shall have the authority to act on behalf of the Contractor for all purposes under the GENERAL PROVISIONS 2
Contract The Contractor shall designate such representative in writing to the City The Csontractor Representative shall be available to the City and its asgent at all reasonable times
Engineer The Director of Public Works of the CITY OF ROSEMEAD acting either directly or through properly authorized agents such as agents acting within the scope of the particular duties
entrusted to them Also sometimes referred to as the Csity Representative in the Contract Documents Liquidated Damages the amount prescribed in the Contract form pursuantto the authority
of Government Code Section 5830569 to be paid to the City or to be deducted from any payments due orto become due the Contractor for each dsay delay in completing the whole or any specified
portion of the Work beyond the time allowed in the Contract Documents Notice to Contractors Notice Inviting Bids Project The total and satisfactory completion of the project noted in
the Contract Documents as well as all related work performed in accordance with the Contract Contract including but not limited to any alternates selected by the City Project Site All
of the property and or facilities of the City where the Work will be performed pursuant to the Contract as well as such adjacent lands as may be directly affected by the performance
of the Work Recyclable Waste Materials Materials removed from the Project site which is required to be diverted to a recycling center rather than an area landfill Recyclable Waste Materials
include asphalt concrete brick concrete block and rock Special Provisions Any provisions which supplement or modify the Standard Specifications including these General Conditions Part
A the Supplementary General Conditions Part B and the Technical Provisions Part C Total Bid Price The amount stated in the Contract form including authorized adjustments pursuant to
Change Orders which is the total amount payable by the City to the Contractor for performance of the Work under the Contract Also sometimes referred to as the Contract Price in the Standard
Specifications and other Contract Documents END OF SECTION GENERAL PROVISIONS 3
SECTION 2 SCOPE AND CONTROL OF WORK The project consists in the construction of a left turn pocket installation of median rocks new landscape and irrigation system and appurtenances
23 SUBCONTRACTS 23 Subcontractor Obligations Section 23of the Standard Specifications shall be amended to include the following provisions By appropriate written agreement Contractor
shall require each Subcontractor to be bound by all obligations of this Contract Each subcontract agreement shall preserve and protect the rights of the City Should any subcontractor
fail to perform the Work undertaken by him to the satisfaction of the City said subcontractor shall be removed immediately from the Project upon request by the Csity Representative and
shall not again be employed on the Work The Contractor shall be held liable for the all deficient Subcontractor Work 24 CONTRACT BONDS The following shall be added at the end of Section
24 of the Standard Specifications The Contractor shall ensure that its Bonding Company is familiar with with all of the terms and conditions of the contract Documents and shall obtain
a written acknowledgment by the Bonding Company that said Bonding Company thereby waives the right of special notification of any changes or modifications of the Contract or of extensions
of time or of decreased or increased Work or of cancellation of the Contract or of any other act or acts by the Owner or any of its authorized representatives If the Contract Price is
increased in accordance with the Contract the Contractor shall upon request of the City cause the amount of the bonds to be increased accordingly and promptly deliver satisfactory evidence
of such increase to the City Pursuant to Public Contract Code Section 4108 Contractor shall require all Subcontractors providing labor and materials in excess of the amount indicated
in the Notice Inviting Bids to supply Payment and Performance Bonds in accordance with the same bond requirements applicable to the Contractor except that the bond amounts shall equal
the total amount of their subcontract The Contractor shall specify this requirement for Subcontractor bonds in his written or published request for Subcontractor bids Failure to comply
with this requirement shall not preclude Contractor from complying with the Subcontractor bonding requirements The practice of issuing separate purchase orders andor subcontracts for
the purpose of circumventing the Subcontractor bonding requirements shall not serve to exempt the Contractor from these requirements No payments except for a reimbursement payment to
the Contractor for the cost of the Csontractor own Faithful Performance and Payment bonds shall be made to the GENERAL PROVISIONS 4
Contractor until the Contractor provides the aforementioned Subcontractor bonds to the Contractor 25 PLANS AND SPECIFICATIONS 251 General The second full paragraph of Section 251 of
the Standard Specifications shall be amended to include the following at the end of that paragraph All Contract Documents are essential parts of the Contract for a given project Any
requirement included in one Contract Document shall be as binding as though included in all as they are intended to be cooperative and to provide a description of the Work to be done
252 Precedence of Contract Documents The provisions of Section 252of the Standard Specifications shall be revised to read as follows in resolving disputes resulting from conflicts errors
or discrepancies in any of the Contract Documents the document highest in precedence shall control The order of precedence shall be as listed below 1 Change Orders or Work Change Directives
2 Agreement 3 Addenda 4 Csontractor Bid Bid Forms 5 Special Provisions 6 General Conditions 7 Standard Specifications 8 Notice Inviting Bids 9 Instructions to Bidders 10 Specifications
11 Plans Contract Drawings 12 Standard Plans 13 Reference Documents With reference to the Drawings the order of precedence shall be as follows 1 Figures govern over scaled dimensions
2 Detail drawings govern over general drawings 3 Addenda or Change Order drawings govern over Contract Drawings 4 Contract Drawings govern over Standard Drawings 5 Contract Drawings
govern over Shop Drawings 254 Interpretation of the Plans and Specifications Section 254 shall be added to the Standard Specifications to read as follows GENERAL PROVISIONS 5
Should it appear that the Work to be done or any matter relative thereto is not sufficiently detailed or explained on the Plans or in the Specifications the Contractorshall request the
Csity Representative for such further explanation as may be necessary and shall conform to such explanation or interpretation as part of the Contract so far as may be consistent with
the intent of the original Specifications In the event of doubt or questions relative to the true meaning of the Specifications reference shall be made to the Engineer whose decision
thereon shall be final 27 SUBSURFACE DATA 271 Limited Reliance by Contractor Section 271 shall be added to the Standard Specifications to read as follows Soils reports and other reports
of subsurface conditions may be made available for inspection by the Contractor HOWEVER SUCH REPORTS AND DRAWINGS ARE NOT CONTRACT DOCUMENTS The contractor may rely upon the general
accuracy of the technical data contained in such reports and drawings only where such technical data are specifically identified in the Special Provisions Except for such reliance on
such technical data the Contractor may not rely upon or make any claim against the Owner the Engineer nor any of the Esngineer Consultants with respect to any of the following 271 Completeness
The completeness of such reports and drawings for csontractor purposes including but not limited to any aspects of the means methods techniques sequences and procedures of construction
to be employed by Contractor and safety precautions and programs incident thereto 2712 Other Information Any other data interpretations opinions and information contained in such reports
or shown or indicated in such drawings 2713 Interpretation Any interpretation by the Contractor of such technical data or any conclusion drawn from any technical data or any such data
interpretations opinions or information 28 RIGHTOFWAY Section 28 of the Standard Specifications shall be revised in its entirety to read as followsAll temporary access or construction
rightsofway other than those shown on the Plans which the Contractor may find it requires during progress of the Work shall be arranged by paid for and disposed of solely by the Contractor
at its own expense The Contractor shall defend indemnify and hold the City its officials officers employees and agents free and harmless from all claims for damages of any kind arising
from or incident to such rightsofway Those rightsofway shown on the Plans will be provided by the City at its expense GENERAL PROVISIONS 6
29 SURVEYING 292 Survey Service Section 292 of the Standard Specifications shall be amended to include the following See Section 13 Construction Survey of the Technical Provisions 294
Line and Grade Section 294 of the Standard Specifications shall be amended in its entirety to read as follows All Work including finished surfaces shall during its progress and upon
completion conform to the lines grades cross sections elevations and dimensions shown on the Plans All distances and measurements are given thereon and will be made in a horizontal plane
Three consecutive points shown on the same rate of slope must be used in common in order to detect any variation from a straight line In the event any discrepancy exists it must be reported
to the Csity Representative Failure to make this report shall make the Contractor responsible for any error in the finished Work Minor deviations from approved Plans whenever required
by the exigencies of construction shall be determined in all cases by the Csity Representative and authorized in writing b111WA 011WaYG471NDL1ZI LHIa a The provisions of Section 210
of the Standard Specifications shall be revised to read as follows Whenever the Contract Documents refer to the Engineer orCsity Representative or provide the Engineer or Csity Representative
with power to act on behalf of the City such reference shall necessarily include the Csity Representative or his or her authorized designee The City Council shall have the power to award
the Contract and shall generally have the final authority to act in all matters affecting the Project The Csity Representative shall have the authority to enforce compliance with the
Contract Documents The Contractor shall promptly comply with the instructions of the Csity Representative The decisions of the Csity Representative shall be final and binding on all
questions as to 1 the quantity quality and acceptability of materials and equipment furnished and Work performed 2 the manner of performance and rate of progress of the Work 3 any and
all questions which may arise as to the interpretation of the Plans Specifications General Conditions and Special Provisions 4 the acceptable fulfillment of the Contract on the part
of the Contractor 5 any claims and compensation issues and 6 his authority to enforce and make effective such decisions and actions as the Contractor fails to carry out promptly GENERAL
PROVISIONS 7
211 INSPECTION The provisions of Section 211 shall be amended to include the following at the end of that Section The Engineer shall have complete and safe access to the Work at all
times during construction and shall be furnished with every reasonable facility for ascertaining thatthe materials and the workmanship are in accordance with the Specifications the Special
Provisions and the Plans All labor materials and equipment furnished shall be subject to the Esngineer inspection When the Work is substantially completed the Engineer or a representative
of the Engineer will make the final inspection Whenever the Contractor varies the period during which Work is carried on any day he shall give adequate notice to the Csity Representative
so that proper inspection may be provided Defective Work shall be made good and unsuitable materials may be rejected notwithstanding the fact that such defective work and unsuitable
materials have previously been inspected accepted or estimated for payment The Contractor shall prosecute work on any State highway or within any railroad rightofway only in the presence
of an inspector representing the State Division of Highways or the railroad company and any Work done in the absence of such inspectors will be subject to rejection The Contractor shall
make the appropriate notification according to the instructions given on the State Encroachment Permit or railroad permit for all inspections and shall post all bonds and certificates
required by the permit The permit shall be acquired by the Contractor at the Csontractor expense The Contractor shall pay for all testing and inspections required by a State Encroachment
Permit or railroad permit GENERAL PROVISIONS 8
212 SITE EXAMINATION Section 212 shall be added to the Standard Specifications as follows The Contractor shall have the sole responsibility of satisfying itself concerning the nature
and location of the Work and the general and location conditions such as but not limited to all other matters which could in any way affect the Work or the costs thereof The failure
of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating
either the difficulties responsibilities or costs of successfully performing the Work according to the Contract Documents 213 FLOW AND ACCEPTANCE OF WATER Section 213 shall be added
to the Standard Specifications as follows Storm surface nuisance or other waters may be encountered at various times during construction of the Work Therefore the Contractor by submitting
a Bid hereby acknowledges that it has investigated the risk arising from such waters has prepared its Bid accordingly and assumes any and all risks and liabilities arising therefrom
214 PROHIBITION AGAINST SUBCONTRACTING OR ASSIGNMENT Section 214 shall be added to the Standard Specifications as follows The Contractor shall give his personal attention to the fulfillment
of the Contract and shall keep the Work under his control The Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder except
in strict compliance with Section 23 of the Standard Specifications and state law In addition neither this Contract nor any interest herein may be transferred assigned conveyed hypothecated
or encumbered either voluntarily or by force of law except as otherwise provided in Section 75103 of the State of California Public Contract Code without the prior written approval of
the City Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent 25 of the present ownership andor
control of the Contractor taking all transfers into account on a cumulative basis In the event of any such unapproved transfer this Contract shall be void No approved transfer shall
release the Contractor or any surety of the Contractor of any liability hereunder without the expressed written consent of the City END OF SECTION GENERAL PROVISIONS 9
SECTION 3 CHANGES IN WORK 32 CHANGES INITIATED BY THE AGENCY 321 General The provisions of Section 321 of the Standard Specifications shall be amended to include the following at the
end of that Section Contractor shall not be entitled to claim or bring suit for damages whether for loss of profits or otherwise on account of any decrease or omission of any item or
portion of Work to be done Whenever any change is made as provided for herein such change shall be considered and treated as though originally included in the Contract and shall be subject
to all terms conditions and provisions of the original Contract 32 Payment The provisions of Section 32of the Standard Specifications shall be revised to read as follows 321 Contract
Unit Prices Section 321shall be amended in its entirety to read as follows 321a Allowable Quantity Variations on Unit Price Contracts In the event of an increase or decrease in a bid
item quantity of a unit price contract the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit price established for such work
under the Contract Documents wherever such unit price has been established provided that an adjustment in the Contract Unit Price may be made for changes which result in an increase
or decrease in the quantity of any unit price bid item of the Work in excess of 25 percent or for eliminated items of work 321b Increases of More Than 25 Percent on Unit Price Contracts
On a unit price contract should the total quantity of any item of work required underthe Contract exceed the Esngineer Estimate therefor by more than 25 percent the work in excess of
125 percent of such estimate and not covered by an executed contract Change Order specifying the compensation to be paid therefor will be paid for by adjusting the Contract Unit Price
as hereinafter provided or at the option of the Owner payment for the work involved in such excess will be made as provided in Paragraph 332as amended in these Special Provisions Such
adjustment of the Contract Unit Price will be the difference between the Contract Unit Price and the actual unit cost which will be determined as hereinafter provided of the total pay
quantity of the item If the costs applicable to such item of work include fixed costs such fixed costs shall be deemed to have been recovered by the Contractor by the payments made for
125 percent of the Esngineer Estimate of the quantity for such item and in computing the actual unit costs such fixed costs will be excluded Subject to the above provisions such actual
unit cost will be determined by the engineer in the same manner as if the work were to be paid for as extra work as provided GENERAL PROVISIONS 10
in Paragraph 332as amended in these Special Provisions or such adjustment as will be as agreed to by the Contractor and the Owner When the compensation payable for the number of units
of an item of work performed in excess of 125 percent of the Esngineer Estimate is less than 0500 at the applicable Contract Unit Price the Engineer reserves the right to make no adjustment
in said price if he so elects except that an adjustment will be made if requested in writing by the Contractor 321c Decreases of More Than 25 Percent on Unit Price Contracts On unit
price contracts should the total pay quantity of any item of work required under the contract be less than 75 percent of the Esngineer Estimate therefor an adjustment in compensation
pursuant to this Section will not be made unless the Contractor so requests in writing If the Contractor so requests the quantity of said item performed unless covered by an executed
contract change order specifying the compensation payable therefor will be paid for by adjusting the the Contract Unit Price as hereinafter provided or at the option of the engineer
payment for the quantity of the work of such item performed will be made as if the work were to paid for as extra work as provided in Paragraph 332as amended in these Special Provisions
or such adjustment as will be as agreed to by the Contractor and the Owner provided however that in no case shall the payment for such work be less than that which would be made at the
Contract Unit Price Such adjustment of the contract unit price will be the difference between the contract unit price and the actual unit cost which will be determined as hereinafter
provided of the total pay quantity of the item including fixed costs Such actual unit cost will be determined by the Engineer in the same manner as if the work were to be paid for as
extra work as provided in Paragraph 332as amended in these Special Provisions or such adjustment as will be as agreed to by the Contractor and the Owner The payment for the total pay
quantity of such item item of work will in no case exceed the payment which would be made for the performance of 75 percent of the Esngineer Estimate of the quantity for such item at
the original Contract Unit Price 321d Eliminated Items on Unit Price Contracts On unit price contracts should any contract item of the work be eliminated in its entirety in the absence
of an executed contract Change Order covering such elimination payment will be made to the Contractor for actual costs incurred in connection with such eliminated contract item if incurred
prior to the date of notification in writing by the Engineer of such elimination if acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification
of such elimination by the Engineer and if orders for such material cannot be canceled it will be paid for at the actual cost to the Contractor In such case the material paid for shall
become the property of the Owner and the actual cost of any further handling will be paid for by the Owner If the material is returnable to the vendor and if the Engineer so directs
the Contractor the material shall be returned and the GENERAL PROVISIONS 11
Contractor will be paid for the actual cost of charges made by the vendor for returning the material The actual cost of handling returned material will be paid for The actual costs or
charges to be paid by the Owner to the Contractor as provided in this Section 32 will be computed in the same manner as if the work were to be paid for as extra work as provided in Paragraph
332as amended in these General Conditions or such adjustment as will be as agreed to by the Contractor and the Owner 33 EXTRA WORK 331 General The provisions of Section 331 of the Standard
Specifications shall be amended to include the following at the end of that Section All extra work shall be adjusted daily upon report sheets furnished by the Contractor prepared by
the Csity Representative and signed by both parties The daily report shall be considered thereafter as the true record of extra work done New and unforeseen work will be classed as extra
work only when said work is not covered and cannot be paid for under any of the various items or combination of items for which a bid price appears in the Bid Forms The Contractor shall
not do any extra work except upon written order from the Csity Representative 332 Payment The provisions of Section 332 of the Standard Specifications shall be amended as follows 3321
General Section 3321shall be amended to include the following at the beginning of that Section Extra work shall be paid for under written work order in accordance with the terms therein
provided Generally payment for extra work will be made at the unit price or lump sum previously agreed upon between the Contractor
and the City 3323 Markup Paragraph a of Section 3323Work by Contractor shall be amended in its entirety to read as follows a Work by Contractor The following percentages shall be added
to the Csontractor costs and shall constitute the markup for all overhead and profit 1 Labor 2 Materials 3 Equipment rental 4 Other items and expenditures 5 Subcontracts 1st tier only
6 Lower tier subcontractors 24 percent includes bonding 15 percent 15 percent 15 percent 5 percent none To the sum of the costs and markups provided for in this subsection except GENERAL
PROVISIONS 12
for labor one percent shall be added as compensation for bonding 36 EXISTING CONDITIONS Section 36 shall be added to the Standard Specifications as follows Contractor shall have the
sole responsibility for satisfying itself concerning the conditions nature and location of the Project and the Work to be performed as well as the general and local conditions Such conditions
shall include but shall not be limited to local labor availability means of transportation necessity for security laws and codes local permit requirements wage scales local tax structure
contractors licensing require ments availabilityof required insurance and otherfactors that could in anywayaffectthe Work or the costs thereof The Contractor is solely responsible for
understanding the facilities difficulties and restrictions which may impact the total and adequate completion of the Project The failure of the Contractor to acquaint himself with all
available information regarding any applicable existing or future conditions shall not relieve him from the responsibility for properly estimating either the difficulties responsibilities
or costs of fully and adequately performing the Work according to the Contract Documents END OF SECTION GENERAL PROVISIONS 13
SECTION 4 CONTROL OF MATERIALS 41 MATERIALS AND WORKMANSHIP 41 General Section 41 of the Standard Specifications shall be amended in its entirety to read as follows It is the intent
of the City in drafting the Contract Documents to accept only firstclass work materials parts equipment and workmanship All materials parts and equipment furnished by Contractor for
the Work shall be new high grade free from defects of specified kind and fully equal to samples when such samples are required Used or secondhand materials parts and equipment may be
used only if permitted by the Specifications When the quality or kind of material or articles required underthe Contract are not particularly specified the Contractor shall provide those
representing the best of their class or kind Quality of Work shall be in strict accordance with generally accepted standards Material parts equipment and Work quality shall be subject
to the approval of the Csity Representative All materials parts and equipment used and installed and all all details of the Work done shall at all times be subject to the supervision
test and approval of the Csity Representative The Csity Representative shall have access to the Work at all times during construction and shall be furnished with every reasonable facility
for securing full knowledge with regard to the progress workmanship and character of the materials parts and equipment used or employed in the Work Materials parts and equipment shall
be furnished in such quantities kinds and at such times as to ensure uninterrupted progress of the Work All materials parts equipment or Work which are defective in their construction
or deficient in any of the requirements of the Contract Documents whether in place or not shall be remedied or removed and replaced by the Contractor in an acceptable manner and no compensation
will be allowed for such correction work Any Work done beyond the lines shown on the Plans or established by the Csity Representative or any extra work done without written authority
will be considered unauthorized and will not be paid for by the City Upon Csontractor failure to comply promptly with any order of the Csity Representative made underthe provisions of
this Section the Csity Representative shall have authority to cause such defective or unauthorized Work to be remedied or removed and replaced and to deduct the costs thereof from any
moneys due or to become due the Contractor If the Work is found to be in compliance with these specifications the Csity Representative will furnish the Contractor with a certificate
to that effect 412 Protection of Work and Materials The provisions of Section 412of the Standard Specifications shall be amended to add the following at the end of that Section Contractor
shall fully and adequately store and protect all materials parts and equipment as required herein Contractor shall be solely responsible for any and all damages or loss by weather or
any other cause to such materials parts and equipment The Contractor shall make good any and all damages or loss to materials parts and GENERAL PROVISIONS 14
equipment Until the final written acceptance of the Work by the City the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of
the Work by the action of the elements or any other cause The Contractor shall rebuild repair restore and make good all injuries or damages to any portion of the Work occasioned by any
cause before its completion and acceptance and shall bear the expense thereof except for such injuries or damages arising from the sole negligence or willful misconduct of the City its
officers agents or employees In the case of suspension of Work from any cause whatsoever the Contractor shall be responsible for all materials and the protection of Work already completed
and shall properly store and protect them if necessary Contractor shall provide suitable drainage and erect temporary structures where necessary Nothing in this Contract shall be considered
as vesting in the Contractor any right of property in materials used after they have been attached or affixed to the Work or the soil upon City real property All such materials shall
upon being so attached or so affixed become the property of the City Notwithstanding the foregoing Contractor shall not be responsible for restoring damage valued in excess of five percent
5 of the Contract Price if such damage was caused by an earthquake measuring over 35 on the Richter scale or by a tidal wave as provided for in Public Contract Code Section 7105 If provided
for in the Contract Bid Forms however Contractor shall provide insurance to protect against such damages 414 Test of Materials The provisions of Section 414 of the Standard Specifications
shall be amended to add the following at the end of that Section Contractor shall immediately remove all rejected material from the Work or Site and shall not again return such material
to the Site 416 Trade Names or Equals The second and third paragraphs of Section 416 of the Standard Specifications shall be amended in their entirety to read as follows Whenever any
particular material process or equipment is indicated by a patent proprietary or brand name or by the name of the manufacturer such product shall be followed by the words or equal A
Contractor may offer any material process or equipment considered as equivalent to that indicated unless a sole source is specified Failure of the Contractor to submit requests for substitution
promptly after award shall be deemed to signify that the Contractor intends to furnish one of the brands named in the Special Provisions and the Contractor does hereby waive all rights
to offer or use substitute materials products or equipment for that which was originally specified Unless otherwise authorized by the Engineer the time for submission of data substantiating
a request for substitution of an or equal item shall be not less than 35 nor more than 40 calendar days after award of Contract The burden of proof as to the comparative quality and
suitability of alternative GENERAL PROVISIONS 15
equipment or materials shall be on the Contractor The Contractor shall at its expense furnish data concerning items offered by it as equivalent to those specified Such data shall include
complete calculations technical specifications samples or published documents relating to the performance and physical characteristics of the proposed substitute The Contractor shall
have the material tested as required by the Csity Representative to determine that the quality strength physical chemical or other characteristics including durability finish efficiency
dimensions service and suitability are such that the item will completely and adequately fulfill its intended function 419 Placing Orders Section 419shall be added to the Standard Specifications
as follows The Contractor shall place the osrder for all longlead supplies materials and equipment for any traffic signing striping legends and traffic control facilities within 3 working
days after the award of Contract by the Owner The Contractor shall furnish the Engineer with a statement from the vsendor that the osrder for said supplies materials and equipment has
been received and accepted by said vsendor within 15 working days from the date of said award of Contract 4110 Removal of Interfering Obstructions Section 4110 shall be added to the
Standard Specifications to read as follows The Contractor shall remove and dispose of all debris abandoned structures tree roots and obstructions of any character met during the process
of excavation it being understood that the cost of said removals are made a part of the unit price bid by the Contractor under the item for excavation or removal of existing Work 4111
Procedure in Case of Damage to Public Property Section 4111 shall be added to the Standard Specifications to read as follows Any portions of curb gutter sidewalk or any other City improvement
damaged by the Contractor during the course of construction shall be replaced by the Contractor at his own cost free of all charges to the City The cost of additional replacement replacement
of curb gutter or sidewalk in excess of the estimated quantities shown in the Bid Forms and Specifications and found necessary during the process of construction but not due to damage
resulting from carelessness on the part of the Contractor during his operations shall be paid to the Contractor at the unit prices submitted in his Bid 4112Diversion of Recyclable Waste
Materials Section 4112 shall be added to the Standard Specifications to read as follows In support of the Oswner waste reduction and recycling efforts Contractor shall divert all Recyclable
Waste Materials as defined in the Contract Documents to appropriate recycling centers rather than area landfills Contractor will be required to submit weight tickets and written proof
of diversion with its monthly progress payment GENERAL PROVISIONS 16
requests Contractor shall complete and execute any certification forms required by Owner to document Csontractor compliance with these diversion requirements All costs incurred for these
waste diversion efforts shall be the responsibility of the Contractor END OF SECTION GENERAL PROVISIONS 17
SECTION 5 UTILITIES 51 LOCATION The provisions of Section 51 of the Standard Specifications shall be amended to add the following at the end of that Section Locations of existing utilities
shown on the Plans are approximate and may not be complete Therefore the Contractor shall notify Underground Service Alert at 1800227 2600 a minimum of 2 working days priorto any excavation
in the vicinity of any potentially existing underground facilities in order to verify the location of all utilities prior to the commencement of the Work The Contractor shall be responsible
for coordinating its work with all utility companies during the construction of the Work The Plans identify the approximate locations of existing utilities that parallel or cross the
Work These locations are based on the best information available to the Owner The Contractor shall verify these locations 52 PROTECTION The provisions of Section 52 of the Standard Specifications
shall be amended to add the following at the end of that Section All water water meters water valves fire hydrants electrical utility vaults telephone vaults gas utility valves and other
subsurface structures shall be relocated or adjusted to grade by the Contractor The Contractor shall notify each utility owner a minimum of 2 working days before commencing the Work
If the Contractor while performing the Contract discovers utility facilities not identified by the public agency in the Contract Plans or Specifications he or she shall immediately notify
the public agency and utility in writing The public utility where they are the owner shall have the sole discretion to perform repairs or relocation work or permit the Contractor to
do such repairs or relocation work at a reasonable price During construction of the Work some of the existing utilities may fall within the prism of trenches if the existing utility
does fall within the contractors trenches the utility involved shall be supported properly by the Contractor to the satisfaction of the utility owner The method of support of the utility
precautions to be taken during trench backfill and compaction etc shall be per the utility oswner requirements The Contractor shall contact the utility owner should it anticipate such
exposure of any of the existing utilities GENERAL PROVISIONS 18
55 DELAYS The provisions of Section 55 of the Standard Specifications shall be amended to add the following at the end of that Section Notwithstanding anything to the contrary the provisions
of Articles 1 and 2 of the California Government Code Sections 4215 and 4216 are incorporated by reference as if fully set forth herein In the event of any conflict between the Standard
Specifications and Government Code Sections 4215 and 4216 the provisions of Government Code Section 4215 and 4216 shall prevail Contractor should pay particular attention to the provisions
of Section 4215 with regards to the relocation of utilities the costs thereof delays caused thereby and the indication of service laterals and appurtenances The right is reserved to
the owners of public utilities or franchises to enter upon the streets for the purpose of making repairs or changes in their property which may be necessary as a result of the Work Employees
of the City shall likewise have the privilege of entering upon the street for the purpose of making any necessary repairs or replacements Contractor shall employ and use only qualified
persons as hereinafter defined to work in proximity to Southern California Esdison secondary primary and transition facilities The term qualified person shall mean one who by reason
of experience or instruction is familiar with the operation to be performed and the hazards involved as more specifically defined in Section 2700 of Title 8 of the California Administrative
Code The Contractor shall take such steps as are necessary to assure compliance by all Subcontractors END OF SECTION GENERAL PROVISIONS 19
SECTION 6 PROSECUTION PROGRESS AND ACCEPTANCE OF THE WORK 61 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK The second paragraph of Section 61 of the Standard Specifications shall be
amended in its entirety to read as follows After the Contract has been approved by the Owner and a written Notice to Proceed has been issued to the Contractor the Contractor shall start
the Work within 10 working days after the date specified in said Notice to Proceed The Work shall be diligently prosecuted to completion before the expiration of the time indicated in
the Bid Documents and Contract Form plus any duly authorized extensions thereof The provisions of Section 61 of the Standard Specifications shall be amended to add the following at the
end of that Section Notwithstanding anything to the contrary herein the Csontractor proposed construction schedule shall include the expected start and completion datesfor all portions
of the contract Work During a scheduling conference between the Contractor and the Csity Representative the work schedule will be discussed and modified if necessary by mutual agreement
Should it become necessary for the City to delay temporarily the construction schedule agreed upon during the scheduling conference every effort will be made to permit a new construction
schedule at the time most convenientto the Contractor thus permitting the Project to proceed with the shortest intramural movement of the equipment The Contractor shall notify the Csity
Representative in all such cases in order to arrive at a mutually satisfactory schedule Csontractor construction schedule shall be in a form provided for in the Specifications Contractor
shall continuously update its construction schedule Contractor shall submit an updated and accurate construction schedule to the Owner whenever specifically requested to do so by Owner
and with each periodic payment request Failure to submit an updated and accurate construction schedule shall render Contractor in breach of the Contract and shall entitle Owner to withhold
money therefor 63 SUSPENSION OF WORK 631 General The provisions of Section 631 of the Standard Specifications shall be amended to add the following at the end of that Section The situations
which will be deemed to be in the Csity interest to suspend the Work shall include but shall not be limited to the following 1 unsuitable weatheror such other conditions that render
the proper prosecution of the Work impracticable or inefficient or 2 when the Contractor or his workmen fail or refuse to carry out orders or to perform any or all of the requirements
of the Contract 3 when the Contractor fails or refuses to GENERAL PROVISIONS 20
supply an adequate working force for any reason whatsoever including but not limited to strikes labor unrest or labor shortages of any kind 4 when the Contractor fails or refuses to
begin delivery of any materials manufactured articles supplies or equipment for any reason whatsoever including but not limited to transportation problems strikes labor unrest or labor
shortages of any kind 5 when the Contractor fails or refuses to commence Work within the time specified for any reason whatsoever including but not limited to transportation problems
labor strikes labor unrest or labor shortages of any kind 6 when the Contractor fails or refuses to maintain an adequate rate of delivery of materials manufactured articles supplies
or equipment for any reason whatsoever including but not limited to transportation problems strikes labor unrest or labor shortages of any kind 7 when the Contractor fails or refuses
to execute the Work in a manner and at such locations as specified in the Contract Documents 8 when the Contractor fails or refuses to maintain a Work program which will insure the Asgency
interest 9 when the Contractor fails or refuses to carry out the intent of the Contract or 10 when the Contractor fails or refuses in any other respect to prosecute the Work with the
diligence speed or force specified or intended by the terms of the Contract The Contractor shall immediately comply with any written order from the Csity Representative and shall not
resume operations until so ordered in writing 64 DEFAULT BY CONTRACTOR The first second and third full paragraphs of Section 64 of the Standard Specifications shall be amended to read
as follows if the Contractor should be in violation of the Contract then the City may without prejudice to any other right or remedy and after giving notice as specified herein terminate
the Contract and take all actions provided for herein and elsewhere in the Contract Documents By way of example and not as a limitation upon its right to terminate the Contract as provided
herein the City City may terminate the Contract if in its sole opinion the Contractor fails or refuses to 1 begin delivery of any materials manufactured articles supplies or equipment
for any reason whatsoever including but not limited to transportation problems strikes labor unrest or labor shortages of any kind 2 commence Work within the time specified for any reason
whatsoever including but not limited to transportation problems labor strikes labor unrest or labor shortages of any kind 3 maintain an adequate rate of delivery of materials manufactured
articles supplies or equipment for any reason whatsoever including but not limited to transportation problems strikes labor unrest or labor shortages of any kind 4 execute the Work in
a manner and at such locations as specified in the Contract Documents 5 maintain a Work program which will insure the Asgency interest 6carry out the intent of the Contract 7 supply
an adequate working force for any reason whatsoever including but not limited to strikes labor unrest labor shortages of any kind or 8 in any other respect prosecute the Work with the
diligence speed orforce specified or intended bythe terms of the Contact If the City determines that sufficient grounds exist to terminate the Contract as GENERAL PROVISIONS 21
provided herein the Csity Representative shall provide written notice to the Contractor and its surety on its performance bond If the Contractor or its surety does not fully comply with
such notice within five 5 days after receiving it or fails to continue after starting to comply in good faith the City may exclude the Contractor and its employees and Subcontractors
from the Work or any portion thereof and take possession of and use or cause to be used all materials tools and equipment of every description as may be found at the place of such Work
Thereupon the Contractor and its employees and Subcontractors shall discontinue such Work or such part thereof as the City may designate and the City may thereupon by Contract or otherwise
as it may determine complete the Work or any part thereof All expenses charged under this paragraph shall be deducted and paid for by the City out of any moneys then due or to become
due the Contractor under the Contract In such accounting the City shall not be held to obtain the lowest figure for the Work for completing the Contract or any part thereof or for insuring
its proper completion but all sums paid therefore shall be charged to the Contractor In case the expenses so charged are less than a sum which would have been payable under the Contract
if the same had been completed by the Contractor the Contractor shall be entitled to receive the difference In case such expense shall exceed the amount payable under the Contract then
the Contractor shall pay the amount of the excess to the City upon completion of the Work without further demand being made therefore In the determination of the question as to whether
or not there has been any such noncompliance with the Contract as to warrant the suspension or annulment thereof the decision of the City Council shall be binding on all parties to the
Contract 68 COMPLETION AND ACCEPTANCE Section 68 of the Standard Specifications shall be amended in its entirety as followsThe Work will be inspected for acceptance by the Csity Representative
upon receipt of the Csontractor written assertion that the Work has been completed If in the sole discretion of the Csity Representative the Work has been completed and is ready for
acceptance the Csity Representative will notify the City Clerk that the Contract has been completed in its entirety The Csity Representative shall request that the City accept the Work
and that the City Clerk be authorized to file on behalf of the City in the office of the Los Angeles County Recorder a Notice of Completion of the Work The date of completion shall be
the date the Contractor is relieved from responsibility to protect the WorkThe Contractor hereby guarantees that the entire Work constructed by him under the Contract will meet fully
all requirements as to quality of workmanship and materials The Contractor hereby agrees to make at his own expense any repairs or replacements made necessary by defects in materials
or workmanship that become evident within one 1 year after the date of the final payment and to restore to full compliance with the requirements of these Contract Documents including
any test requirements set forth herein for any part of the Work constructed hereunder which during said one 1 year GENERAL PROVISIONS 22
period is found to be deficient with respect to any provisions of the Contract Documents The Contractor shall make all repairs and replacements promptly upon receipt of written orders
for the same from the Csity Representative If the Contractor fails to make the repairs and replacements promptly the City may do the work and the Contractor and his sureties shall be
liable to the City for the cost thereof The guarantees and agreements set forth herein shall be secured by a surety bond which shall be delivered by the Contractor to the City before
the Notice of Completion and acceptance of the Work by the City Said bond shall be in the form approved by the City Attorney and executed by a surety company or companies satisfactory
to the City in the amount of One Hundred Percent 100 of the Contract Said bond shall remain in force for a period of one 1 year after the date of Notice of Completion and acceptance
Alternatively the Contractor may provide for the Faithful Performance Bond furnished under the Contract to to remain in force and effect for said amount until the expiration of said
one 1 year period The parties agree that no certificate given with the exception of the certificate of final payment shall be conclusive evidence of the faithful performance of the Contract
either in whole or in part and that no payment shall be construed to be in acceptance of any defective work or improper materials Further the certificate of final payment shall not terminate
the Csontractor obligations under his warranty herein above The Contractor agrees that payment of the amount due under the Contract and the adjustments and payments due for any Work
done in accordance with any alterations of the same shall release the City the City Council and its officials officers and employees from any and all claims or liability on account of
work performed under the Contract or any alteration thereof GENERAL PROVISIONS 23
69 LIQUIDATED DAMAGES Section 69 of the Standard Specifications shall be amended in its entirety to read as follows Contractor agrees that if the Work is not completed within the Contract
Time andor pursuant to any completion schedule construction schedule or project milestones developed pursuant to provisions of the Contract it is understood acknowledged and agreed that
the District will suffer damage Pursuant to Government Code Section 5830569 Contractor shall pay to the District as fixed and liquidated damages the sum specified in the Contract form
for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule construction schedule or Project milestones established pursuant to the Contract Liquidated
damages may be deducted from any payments or other funds owing to Contractor including progress payments the final payment and retentions 611 TIMES OF OPERATION Section 611 shall be
added to the Standard Specifications to read as follows It shall be unlawful for any person to operate permit use or cause to operate any of the following other than between the hours
of700amto500pmMonday through Friday with no work allowed on Owner observed holidays unless otherwise approved by the Engineer Powered Vehicles 2 Construction Equipment 3 Loading and
Unloading Vehicles 4 Domestic Power Tools Contractor shall not perform any work prior900 am on Westbound and300 pm on Eastbound which includes traffic control The City Engineer can extend
the time upon request and if he deems necessary for the safety of the traffic of the public END OF SECTION GENERAL PROVISIONS 24
SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 72 LABOR 72 Laws The provisions of Section 72of the Standard Specifications shall be amended in their entirety as follows The Contractor
its agents and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal State and local laws related to labor Notwithstanding anything to the contrary
contained in the Contract Documents Contractor shall comply with the following 721 Social Security Requirements Contractor shall furnish to the City satisfactory evidence that he and
all of his Subcontractors are complying with all laws rules and regulations with respect to Social Security The Contractor at any time upon request shall satisfy the City that all necessary
Social Security and other taxes are being properly reported and paid 723 Eight Hour Work Day Contractor and all
Subcontractors shall be required to comply with the provisions of California Labor Code Section 1810 et sec According to those sections eight 8 hours of labor shall constitute a legal
dsay work Contractor shall pay to the City a penalty of Twentyfive Dollars0205for each worker employed in the execution of this Contract by the Contractor or by any Subcontractor for
each calendar day during which such worker is required or permitted to work more than eight 8 hours in any calendar day or forty 40 hours in any one 1 calendar week except when payment
for overtime is made at not less than one and onehalf 112times the basic rate for that worker 724 Licensing Requirements Pursuant to Section 710258 of the Business and Professions Code
and Section 3300 of the Public Contract Code all bidders must possess proper licenses for performance of this Contract Contractors shall meet the California Csontractor license requirements
set forth in the Notice Inviting Bids Subcontractors must possess the appropriate licenses for each specialty subcontracted Pursuant to Section 75028 of the Business and Professions
Code the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to
be nonresponsive and the City shall reject the Bid The City shall have the right to request and the Bidders shall provide within five 5 Calendar Days evidence satisfactory to the City
of all valid lsicense currently held by that Bidder and each of the Bsidder subcontractors before awarding the Contract GENERAL PROVISIONS 25
725 NonDiscrimination Contractor shall not discriminate in the employment of persons upon the Contract because of the race creed color national origin ancestry non disqualifying disability
age medical condition marital status sex or other classifications of such persons protected by federal state and local laws rules and regulations Such non discrimination shall include
but not be limited to all activities related to initial employment upgrading demotion transfer recruitment or recruitment advertising layoff or termination Contractor shall cause an
identical clause to be included in every subcontract for the contract work 267 Travel and Subsistence Payments As required by Section 18773 of the California Labor Code the Contractor
shall pay travel and subsistence payments to each worker needed to execute the Work as such travel and subsistence payments are defined in the applicable collective bargaining agreements
filed in accordance with law To establish such travel and subsistence payments the representative of any craft classification or type of worker needed to execute the Contract shall file
with the Department of Industrial Relations fully executed copies of collective bargaining agreements for the particular craft classification or type of work involved Such agreements
shall be filed within 10 days after their execution and thereafter shall establish such travel and subsistence payments whenever filed 30 days prior to the call for Bids 73 PERMITS Section
75 of the Standard Specifications shall be amended in its entirety to read as follows Unless indicated to the contrary in the Contract Documents including the Special Provisions Contractor
shall procure all permits and licenses including a City business license pay all charges and fees and give all notices necessary and incidental to the due and lawful prosecution of the
Work 78 PROJECT SITE MAINTENANCE 782 Air Pollution Control The provisions of Section 782 of the Standard Specifications shall be amended to add the following at the end of that Section
In In addition Contractor shall comply with all air pollution control rules regulations ordinances and statutes All containers of paint thinner curing compound solvent or liquid asphalt
shall be labeled to indicate that the contents fully comply with the applicable material requirements 786 Water Pollution Control The provisions of Section 786of the Standard Specifications
shall be amended to add the following at the end of that Section In addition Contractor shall comply with the provisions of the Federal Clean Water GENERAL PROVISIONS 26
Act as regulated by the US Environmental Protection Agency in 40 Code of Federal Regulations Parts 122124 the Porter Cologne Act California Water Code and the Waste Discharge Requirements
for Municipal Storm Water Discharges within the County of Los Angeles Suitable Best Management Practices BMPs are listed in the California Storm Water Best Management Practices Handbook
for Construction Activities WATER POLLUTION CONTROL A Water Quality Protection Requirements For Construction Projects With Less than 1 Acre Of Disturbed Soil All construction projects
regardless of size will be required to implement best management practices BMPs necessary to reduce pollutants to the Maximum Extent Practicable MEP to meet the minimum water quality
protection requirements as defined in Table 21 Table 21 Minimum Water Quality Protection Requirements for Construction Projects Category Minimum Requirements BMPs 1 Sediment Sediments
generated on the project site shall be Sediment Control retained using adequate Treatment Control Control or Control Structural BMPs 2 Construction Construction related materials wastes
spills or Site Materials residues shall be retained at the project site to Management Control avoid discharge to streets drainage facilities Material and receiving waters or adjacent
properties by wind Waste or runoff Management Nonstorm water runoff from equipment and vehicle washing and any other activity shall be contained at the project sites 3 Erosion Erosion
from slopes and channels shall be Erosion Control controlled by implementing an effective Control combination of BMPs such as the limiting of grading scheduled during the wet season
inspecting graded areas during rain events planting and maintenance of vegetation on slopes and covering erosion susceptible slopes GENERAL PROVISIONS 27
Please refer to the California Stormwater Quality Asssociation Construction Handbook available for free on their website ccwabmopwhanmdbwooks Construction Handbook for further information
regarding the BMPs listed in Table 21 B Water Quality Protection Requirements For Construction Projects With 1 Acre or greater Of Disturbed Soil In addition to the minimum BMPs required
in Section A a Storm Water Pollution Prevention Plan SWPPP must be submitted to the City for all construction projects where at least 1 Acre of soil will be disturbed The SWPPP will
include strategies for reducing runoff of pollutants and minimize environmental impacts to receiving waters A SWPPP may also be required for projects smaller than 1 Acre if the City
designates the project a threat to water quality objectives In addition the contractor must contact the Los Angeles Regional Water Quality Control Board LARWQCB if the project will disturb
1 Acre or more of soil Construction activities can not begin until a Waste discharger Identification WDID Number is issued by the State Water Board The 1 Acre threshold includes the
total amount of land disturbance For example if four streets each 14acre in size in different parts of the City are to be reconstructed then a WDID Number must be obtained To request
a Notice of Intent NOI you must contact the Regional Board at Los Angeles Regional Water Quality Control Board 320 W 4 Street Suite 200 Los Angeles California 90013 Phone 213 5766600
Fax 213 5766640 Internet Address http swgcwworacwvb rwgcb4 The SWPPP shall include The name location period of construction and a brief description of the project GENERAL PROVISIONS
28
Contact information for the owner and contractor The building permit number for the project The grading permit number for the project where applicable A list of major construction materials
wastes and activities at the project site A list of best management practices to be used to control pollutant discharges from major construction materials wastes and activities A site
plan construction plans may be used indicating the selection of BMPs and their location where appropriate Nonstorm water discharges their locations and the BMPs necessary to prevent
the discharge A maintenance and selfinspection schedule of the BMPs to determine the effectiveness and necessary repairs of the BMPs and A certification statement that all required and
selected BMPs will be effectively implemented Within 7 days after the City has certified the contract the Contractor shall submit two 2 copies of the proposed SWPPP to the City The City
shall review the SWPPP within 14 days of receipt of the plan If revisions are required the Contractor shall revise and resubmit the document within 7 days of their receipt of the Csity
comments The City shall then have 7 days to consider the revisions made by the Contractor and approve the SWPPP The Contractor shall maintain a minimum of two readily accessible copies
of the SWPPP at the project site The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board RWQCB or theUS Environmental Protection
AgencyUSEPA Requests by environmental groups and the public shall be directed to the City C Best Management Practices The objective of the SWPPP is to identify potential sources of pollution
that may reasonably affect the quality of storm water discharge associated with construction activities The plan will describe and ensure the implementation of Best GENERAL PROVISIONS
29
Management Practices BMPs which will be used to reduce pollutants in the storm water discharges from the construction site A Best Management Practice is defined as any program technology
process operating method measure or device that controls prevents removes or reduces pollution The Contractor shall select appropriate BMPs from the California Stormwater BMP Handbook
Municipal Industrial New Development and Construction Volumes ccwabmopwhanmdbwooks in conjunction with all activities and construction operations 1 Construction Practices NS2 NS3 NS4
and NS6 2 Material and Waste Management WM01 WMO2 and WM04 3 Vehicle and Equipment Management NS8 NS9 and NS10 4 Physical Stabilization EC7 EC12 NS4 TC1 and TC2 5 Sediment Control Practices
SE1 SE9 SE8 SE10 SE3 and SE2 Copies of the California Stormwater BMP H California Stormwater Quality Association PO Box 2313 Livermore CA 94551 ccwabmopwhanmdbwooks Tel D Implementation
indbooks may be obtained from Los Angeles County DPW Csashier Office 900 South Fremont Avenue Alhambra CA 91803 No 626 4586959 The Contractor will be responsible throughout the duration
of the project for the installation monitoring inspection and maintenance of the BMPs included in the SW PPP and for removing and disposing of temporary BMPs The Contractor may be required
to implement additional BMPs as a result of changes in actual field conditions csontractor activities or construction operations The Contractor shall demonstrate the ability and preparednessto
fully deploythese SW PPP control measures to protect soildisturbed areas of the project site before the onset of precipitation and shall maintain a detailed plan for the mobilization
of sufficient labor and equipment to fully deploy these control measures Throughout the winter season active soildisturbed areas of the project site shall be fully protected at the end
of each day with these control measures unless fair GENERAL PROVISIONS 30
weather is predicted through the following day The Contractor shall monitor daily weather forecasts If precipitation is predicted prior to the end of the following workday construction
scheduling shall be modified as required and the Contractor shall deploy functioning control measures prior to the onset of the precipitation The City may order the suspension of construction
operations which are creating water pollution if the Contractorfails to conform to the requirements of this section Water Pollution Control Unless otherwise directed by the City the
Csontractor responsibility for SWPPP implementation shall continue throughout any temporary suspension of work E Sewage Spill Prevention The Csontractor attention is directed to the
sewer bypass operation required during any sewer construction Standard Specification for Public Works Construction Section 512400 The Contractor shall exercise extraordinary care to
prevent the cause of events that may lead to a sewage spill In the event of a sewage spill the Contractor shall make arrangements for an emergency response unit comprised of emergency
response equipment and trained personnel to be immediately dispatched to the project site The Contractor shall be fully responsible for preventing and containing sewage spills as well
as recovering and properly disposing of raw sewage In addition the Contractor is responsible for any fines penalties and liabilities arising from negligently causing a sewage spill Any
utility that is damaged by the contractor shall be immediately repaired at the Csontractor expense The Contractor shall take all measures necessary to prevent further damage or service
interruption and to contain and clean up the sewage spills F Sewage Spill Telephone Notification Should a sewage spill occur the Contractor shall immediately report the incidentto the
following two 2 City Departments Public Works Engineering 626 5692150 Public Safety Department 626 5692292 The Contractor is encouraged to obtain telephone numbers pager numbers and
cellular GENERAL PROVISIONS 31
telephone numbers of City representatives such as Project Managers and Inspectors to be reached during emergency and off hours The City will notify the following Los Angeles County Department
of Health Services 213 9741234 Los Angeles County Department of Public Works 800 3030003 Regional Water Quality Control Board 213 5766665 or 6600 State Office of Emergency Services 800
8527550 For any significant volume of material that entered the storm drain or receiving water G Sewage Spill Written Notification The Contractor shall prepare and submit a written report
within three 3 working days from the occurrence of a spill to the City Attention Project Manager This report shall describe the following information related to the spill 1 The exact
location on the Thomas Guide map 2 The nature and volume 3 The date time and duration 4 The cause 5 The type of remedial andor cleanup measures taken and date and time implemented 6
The corrective and preventive action taken and 7 The water body impacted and results of necessary monitoring H Enforcement The City as a permittee is subject to enforcement actions by
the LARWQCBUS EPA environmental groups and private citizens The Contractor shall be responsible for all costs and liabilities imposed by law as result of the Csontractor failure to comply
andor fulfill the requirements set forth in Section709 Water Pollution Control The costs and liabilities include but are not limited to fines penalties and damages whether assessed against
the City or the Contractor In addition to any remedy authorized by law any money due to the Contractor under this contract shall be retained by the City until all costs and liabilities
imposed by law against the City or Contractor have been satisfied I Maintenance The Contractor shall ensure the proper implementation and functioning of BMP GENERAL PROVISIONS 32
control measures and shall regularly inspect and maintain the construction site for the BMPs identified in the SWPPP The Contractor shall identify corrective actions and time frames
in order to properly address any damaged measure or reinitiate any BMPs that have been discontinued If the City identifies a deficiency in the deployment or functioning of identified
control measures the deficiency shall be corrected by the Contractor immediately or by a later date and time if requested in writing but not later than the onset of the subsequent precipitation
events The correction of deficiencies shall be at no additional cost to the City J Payment All costs involved in the implementation of the SWPPP including furnishing all labor materials
tools equipment and all incidentals and for doing all the work involved in installing constructing maintaining removing and disposing of control measures except those that were installed
as a part of another structure shall be included in the unit prices bid for the various related items of work and no additional compensation will be made therefore 78 Sound and Vibration
Control Requirements Section 78shall be added to the Standard Specifications to read as follows The Contractor shall comply with all local sound control and noise level rules regulations
and ordinances including hours of operation requirements No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer
Should any muffler or other control device sustain damage the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired
or replaced Said noise and vibration level requirements shall apply to all equipment on the job or related to the job including but not limited to trucks transit mixers or transit equipment
that may or may not be owned by the Contractor 710 PUBLIC CONVENIENCE AND SAFETY 7140Safety 71140 Safety Orders Section 71140 shall be amended to add the following to the beginning of
the first full paragraph In accordance with generally accepted construction practices the Contractor shall be solely and completely responsible for conditions of the job site including
the safety of all persons and property in performance of the Work This requirement shall apply continuously and shall not be limited to normal working hours The Csontractor duty to preserve
safety shall include but shall not be limited to the erection and maintenance of temporary fences bridges railings and barriers the placement of guards maintenance and operation of sufficient
lights and signals and all other precautions necessary to GENERAL PROVISIONS 33
maintain safety in the vicinity of the Work Any duty on the part of the Csity Representative or other City employee or agent to give general engineering supervision of the Csontractor
performance is not intended to include the review of the adequacy of the Csontractor safety measures Nothing herein shall relieve Contractor of his sole and complete responsibility for
safety conditions on the Site Section 71140 shall be amended also to add the following to the beginning of the second full paragraph Pursuant to Labor Code Section 6705 if the Contract
Price exceeds02050and if the Work governed by this Contract entails excavation of any trench or trenches five 5 feet or more in depth Contractor shall comply with all applicable provisions
of the Labor Code including Section 6705 regarding sheeting shoring and bracing 71340Special Hazardous Substances and Processes Section 71340shall be amended to add the following to
the end of that Section As required by Public Contract Code Section 7104 if this Contract involves digging trenches or other excavations that extend deeper than four 4 feet below the
surface Contractor shall promptly and priorto disturbance of any conditions notify City of 1any material discovered in excavation that Contractor believes to be a hazardous waste that
is required to be removed to a Class I Class II or Class III disposal site 2 subsurface or latent physical conditions at the site differing from those indicated by City and 3 unknown
physical conditions of an unusual nature at the site significantly differentfrom those ordinarily encountered in such contract work Upon notification City shall promptly investigate
the conditions to determine whether a change order is appropriate In the event of a dispute Contractor shall not be excused from any scheduled completion date and shall proceed with
all Work to be performed under the Contract but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute 711 PATENT FEES OR ROYALTIES
Section 711 of the Standard Specifications shall be amended in its entiretyto read as follows The Contractor shall include in its bid amount the patent fees or royalties on any patented
article or process furnished or used in the Work Contractor shall assume all liability and responsibility arising from the use of any patented or allegedly patented materials equipment
devices or processes used in or incorporated with the work and shall defend indemnify and hold harmless the City its officials officers agents and employees from and against any and
all liabilities demands claims damages losses costs and expenses of whatsoever kind or nature arising from such use 713 LAWS TO BE OBSERVED GENERAL PROVISIONS 34
Section 713 of the Standard Specifications shall be revised in its entirety to read as followsThe Contractor shall keep itself fully informed of all existing and future State Federal
and local laws rules and regulations which in any manner affect those engaged or employed in the Work or the materials used in the Work or which in any affect the conduct of the Work
and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same The Contractor shall at all times observe and comply with all such existing
and future laws rules ordinances regulations orders and decrees of bodies or tribunals having any or all authority over the Work and shall defend indemnify and hold harmless at least
to the extent of the indemnification provisions of this Agreement the Owner and its officials officers employees volunteers and agents including but not limited to the Director of Public
Works and the Owner Engineer against any claim or liability arising from or based on the violation or or alleged violation of any such law rule ordinance regulation order or decree whether
by itself or its employees The Contractor shall particularly observe all laws rules and regulations relating to the obstruction of streets or the conduct of the Work keeping open passageways
and protecting the same where they are exposed or dangerous to traffic The Contractor shall at all times comply with such laws rules and regulations If any discrepancy or inconsistency
is discovered in the Plans Drawings Special Provisions or Contract for the Work in relation to any such law rule ordinance regulation order or decree the Contractor shall forthwith report
the same to the Engineer in writing 715 INDEMNIFICATION Section 715 shall be added to the Standard Specifications as follows Contractor shall defend with counsel of Csity choosing indemnify
and hold the City its officials officers employees volunteers and agents free and harmless from any and all claims demands causes of action costs expenses liabilities losses damages
damages or injuries in law or equity to property or persons including wrongful death to the extent arising out of or incident to any acts omissions or willful misconduct of Contractor
its officials officers employees agents consultants and contractors arising out of or in connection with the performance of the Work or this Contract including without limitation the
payment of all consequential damages and attorneys fees and other related costs and expenses Contractor shall defend at Csontractor own cost expense and risk with Counsel of Csity choosing
any and all such aforesaid suits actions or other legal proceedings of every kind that may be brought or instituted against City its officials officers employees volunteers or agents
To the extent of its liability Contractor shall pay and satisfy any judgment award or decree that may be rendered against City its officials officers employees volunteers or agents in
any such suit action or other legal proceeding Contractor shall reimburse City its officials officers employees volunteers or agents for any and all legal expenses and costs incurred
by each of them in connection therewith or in enforcing the indemnity herein provided The only limitations on this GENERAL PROVISIONS 35
provision shall be those imposed by Civil Code Section 2782 716 CONCRETE FORMS FALSEWORK AND SHORING Section 716 shall be added to the Standard Specifications as follows Contractor shall
comply fully with the requirements of Section 1717 of the Construction Safety Orders State of California Department of Industrial Relations regarding the design of concrete forms falsework
and shoring and the inspection of same prior to the placement of concrete Where Section 1717 requires the services of a civil engineer registered in the State of California to approve
design calculations and working drawings of the falsework or shoring system or to inspect such system prior to the placement of concrete Contractor shall employ a registered civil engineer
for these purposes and all costs therefor shall be included in the Bid item price named in the Contract for completion of the Work as set forth in the Contract Documents END OF SECTION
GENERAL PROVISIONS 36
SECTION 9 MEASUREMENT AND PAYMENT 92 LUMP SUM WORK Section 92 of the Standard Specifications shall be amended to add the following at the end of that Section On lump sum contracts the
Contractor shall submit for approval bythe Engineer a Schedule of Values or lump sum price breakdown which will serve as the basis for progress payments and which shall be incorporated
into a form of Application for Payment acceptable to the Engineer Such Schedule of Values shall be submitted for approval at the Pre construction Conference and must meet the approval
of the Engineer before any payments can be made to the Contractor 93 PAYMENT 931 Payment The last paragraph of Section 931of the Standard Specifications shall be deleted and replaced
with the following two paragraphs Contractor shall submit with each of its billing invoices a corrected list of quantities verified by the Engineer for unit price items listed in the
Bid Schedule Following the Csity acceptance of the Work as fully complete the Contractor shall submit to the City for approval a written statement of the final quantities of Contract
items for inclusion in the final invoice Upon receipt of such statement the Csity Representative shall check the quantities included therein and shall authorize the Contractor to submit
an invoice which in the City Rsepresentative opinion shall be just and fair covering the amount and value of the total amount of Work done by the Contractor less previous payments applicable
withholdings and retentions All retention proceeds shall be released and paid in strict accordance with Public Contract Section 7107 Section 931 of the Standard Specifications shall
be amended to also add the following at the end of that Section Payment for the various items on the Contract Bid Forms as further specified in the Contract shall include all compensation
to be received by the Contractor for furnishing all tools equipment supplies and manufactured articles and for all labor operations and incidentals appurtenant to the items of Work being
described described as necessary to complete the various items of Work all in accordance with the provisions for Measurement and Payment in the Standard Specifications and these General
Conditions and as shown on the Drawings including all appurtenances thereto Compensation shall include all costs of compliance with the regulations of public agencies having jurisdiction
over the Work including the Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of theUS Department of
Labor GENERAL PROVISIONS 37
OSHANo separate payment will be made for any item that is not specifically set forth in the Contract Bid Forms and all costs therefor shall be included in the prices named in the Contract
Bid Forms for the various appurtenant items of work 932 Partial and Final Payments Section 932of the Standard Specifications shall be amended to add the following at the end of that
Section For purposes of this Section the monthly payment date shall be the last calendar day of each month In order for the City to consider and prepare for each monthly payment the
Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth 10th day of the following month The City shall review and
make payment on all approved charges within the time required by Public Contract Code Sections 250104 et sec Acceptance of any progress payment accompanying any estimate without written
protest shall be an acknowledgment by the Contractor that the number of accumulated contract days shown on the associated statement
of working days is correct Progress payments made by the Owner to the Contractor or its sureties after the completion date of the Contract shall not constitute a waiver of liquidated
damages Subject to the provisions of Section 22300 of the California Public Contract Code a 10 percent retention will be withheld from each payment All invoices and detailed pay requests
shall be approved by the Engineer before submittal to the Owner for payment All billings shall be directed to the Engineer Pursuant to Section 22300 of the California Public Contract
Code In accordance with California Public Contract Code Section 22300 the City will permit the substitution of securities for any monies withheld by the City to ensure performance under
the Contract At the request and expense of the Contractor securities equivalent to the amount withheld shall be deposited with the City or with a state or federally chartered bank in
California as the escrow agent and thereafter the City shall then pay such monies to the Contractor as they come due Upon satisfactory completion of the Contract the securities shall
be returned to the Contractor The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon The escrow agreement
used for the purposes of this Section shall be in the form provided by the City The Contractor shall submit with each invoice the Csontractor conditional waiver of lien for the entire
amount covered by such invoice as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior
invoices Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262 Prior to final payment by the Owner the Contractor shall submit a final waiver of lien
for the Csontractor work together with releases of lien from any subcontractor or materialmen GENERAL PROVISIONS 38
IVAMMUKE 1 PROJECT PHASE CDBGPR P8
SUPPLEMENTARY GENERAL CONDITIONS 101 GENERAL 101 Description of Work The work will consist of street reconstruction concrete work landscape and irrigation and all appurtenant work as
shown on the plans and as specified herein 1012 Quantities The estimate of quantities of work is approximate only being given as basis for the compilation of bids and the City of Rosemead
does not expressly or by implication agree that the actual amount of work will correspond therewith but reserves the right to increase or decrease the amount of any class or portion
of the work or to omit portions of the work that may be deemed necessary or expedient by the Engineer In such case the contract unit price shall prevail subject to the requirements of
Subsection 321 of the Standard Specifications All work incidental to this project as described on the drawings andor this specification shall be considered as included within the scope
of the work The bid prices submitted by the contractor shall include the cost of said incidentals even though such incidentals are not specifically mentioned in the preceding description
of work to be done or in the proposal form 1013 Equals Whenever the names of specific products are designated in the details appearing on the drawings or in the specifications the intent
is to state the general type and quality of the products desired without the intention of ruling out the use of other products of equal type and quality If the successful contractor
wishes to make substitutions of the products specified he must make an application in writing to the Engineer prior to the acceptance and installation into the project with a complete
description of the alternate products and a statement with regard to the saving to the owner if any in case the substitution would be permitted The Engineer will have the right to make
the final decision in these cases and to insist on use of particular brands of products shown on the drawings or in the specifications if in his opinion such brands will be preferable
to the Engineer in lieu of the requested substitutions 1014 Installation of Equipment All materials and workmanship shall be in accordance with the msanufacturer specifications and instructions
SUPPLEMENTARY GCs1
102 PROSECUTION PROGRESS AND ACCEPTANCE OF WORK Prosecution progress and acceptance of work shall conform to Section 6 of the Standard Specifications with the following special conditions
a Beginning and Completion of Work The contract time allowed for completion of the project is fortyfive 45 calendar days Work on this project shall commence no later than ten 10 days
from the date of Notice to Proceed b The contractor shall submit to the Engineer a time schedule of work for the various sequences of the major operations Said schedule shall be submitted
at least 5 working days prior to the beginning of work and shall be subject to the approval of the Engineer C Working hours on this project shall be limited to 700 am to 500 pm with
no work on Saturdays Sundays Holidays and alternate Fridays in which City Hall is closed Except when authorized by the Director of Public Works or City Engineer d Inspection The City
shall provide inspection for an 8hour day for normal working days The City will deduct from the csontractor invoice an amount equal to 65 per hour for inspection in excess of the foregoing
including legal holidays City Hall closed Fridays and weekends e Weight master certificates are source documents and it is the csontractor responsibility to collect the material tickets
from the drivers at the delivery point sign and date them and submit to the City Inspector f Contractor shall notify all property owners within the project limits of all activities written
notification shall be delivered to properties at least forty eight 48 hours in advance of any activity g The contractor and all subcontractors shall attend a preconstruction meeting
at the time date and place determined by the City h The contractor and all subcontractors shall obtain a Rosemead Business License prior to the start of work SUPPLEMENTARY GCs2
103 STANDARD SPECIFICATIONS The work embraced herein shall be done in accordance with the Standard Specifications for Public Works Construction Greenbook latest edition including all
supplements and applicable provisions of Caltrans Standard Specifications latest edition In case of conflict between the Standard Specifications and the Special Provisions the Special
Provisions shall take precedence over and be used in lieu of such conflicting portions aK It shall be the csontractor responsibility to locate any storage sites for materials and equipment
needed and such sites must be approved in advance by the City Engineer When storage sites are located on private properties the contractor shall be required to submit to the City Engineer
written approval from the record owner authorizing the use of his property by the contractor and contractor shall bear all the cost involved and provide necessary insurance requirements
If contractor chose one of the City owned The contractor accepts sole liability for the yard yard during the time which it is occupied The contractor agrees to indemnify and hold harmless
the City and ARA during the period which the contractor occupies the site The yard shall be fenced with Cityapproved temporary chain link fence and gsate The yard shall be secured at
all times The Contractor shall be responsible for required utilities if available The Contractor shall store all materials in a manner which complies with msanufacturer recommendations
andor legal requirements The yard shall be maintained in a manner consistent with surrounding properties After the project is constructed the Contractor shall move off of the yard and
return the yard to a condition similar to before he moved on the yard In order to assure these requirements are met the Contractor shall have an independently prepared environmental
report prepared prior to Contractor mobilization and after final cleanup Contractor and all subcontractors shall not be permitted to place any signage or advertising signs on the site
unless csity written approval is obtained SUPPLEMENTARY GCs3
105 UTILITIES The contractor will obtain the locations of underground facilities from the utility companies at least twentyfour 24 hours prior to commencing construction in such areas
At all time the contractor shall be responsible for the protection of such facilities and shall be held liable for damage to utilities during construction The contractor is responsible
to call Underground Service Alert at 800 422 4133 at least 72 hours prior to commencing any work 106 CONSTRUCTION WATER It shall be the responsibility of the contractor to furnish an
adequate supply of water for construction use Necessary permit and fee schedule and water meter shall be obtained from the Arcadia water Division 107 AIR AND WATER POLLUTION The Contractor
shall be required to conform to all current regulations of the South Coast Air Quality Management District The Contractor shall also conform to Section 4p02 of the 1972 Clean Water Act
which establishes a framework for the regulation of municipal industrial and construction stormwater discharges under the National Pollutant Discharge Elimination System NPDES program
108 HAZARDOUS MATERIAL NOTIFICATION A material Safety Data Sheet MSDS is required by the City of Rosemead for all hazardous materials which are brought on site by the Contractor A MSDS
is required for any product which may contain hazardous materials The contractor must alert the City Engineer of the quantity and type of hazardous material which will be brought on
site The MSDS sheets must be submitted to the City Engineer at least two 2 business days prior to starting work The City Engineer may require the City Safety Officer or his designee
to review the MSDS for approval of use The contractor shall be responsible for notifying Underground Service Alert 800 4224133 and all utility companies having substructures within the
limits of the job This shall be done at least 72 hours prior to commencing construction 109 PUBLIC CONVENIENCE AND SAFETY The contractor shall conduct his operations to comply with the
provisions of section 710 of the Standard Specifications Traffic Control shall comply with the Work Area Traffic Control Handbook of the American Public Works Association WATCH Manual
latest edition After award of the contract the contractor shall submit to the Engineer his proposed schedules for lane closing and his methods of traffic control to comply SUPPLEMENTARY
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with the requirements specified herein below This submittal shall be made sufficiently in advance of any rerouting or diversion of traffic by the contractor to allow for a review of
the csontractor proposed traffic control Any shifting of traffic from one lane to another which is necessary in order to maintain the required number of lanes shall be directed in such
a manner that traffic may move smoothly across the work without any sudden changes from one lane to another Toward this end the minimum taper allowed for detouring the traffic from one
lane to another shall be 210 The contractor shall provide throughout the period of construction all signs which may be deemed necessary for the safe and orderly conduct of vehicular
traffic as directed by the Engineer All barricades used as warning and guiding devices shall bear the name of the contractor in legible letters Flashing arrow bsoard shall be required
throughout the construction period Traffic lanes shall have a minimum width of twelve 12 feet and minimum clearance of two 2 feet from curbs poles and similar obstructions and two 2
feet from any excavation unless otherwise specified One lane shall be maintained at all times Transitions of differential road surfaces shall be maintained according to SSPWC sect Spillage
resulting from hauling operations along any public traveled way shall be removed immediately by the contractor Traffic shall not be allowed on the street until the initial sweeping is
complete Contractor shall provide access the existing driveways Contractor will close only one driveway at any time to properties having more than one driveway 1010 PAYMENT Payment shall
be made in accordance with Section 9 of the Standard Specifications Payment will be made at the lump sum prices or unit prices as stipulated in the Bid Proposal and will include full
compensation for furnishing all labor materials tools and equipment and doing all the work involved in completion of the bid items 10 retention will be paid 35 days after City Csouncil
acceptance 1011 CLEANUP Upon completion of the work and before the final estimate is submitted the Contractor shall at his own expense remove from the vicinity of the work all SUPPLEMENTARY
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plant buildings rubbish unused materials concrete forms and other materials or equipment belonging to or used by him or any subcontractor on the work In the event of failure to so remove
the same may be removed and disposed of by the City at the Csontractor expense 1012 GUARANTEE The contractor hereby guarantees for a period of one year that the entire work constructed
by him under this contract will meet fully all requirements thereof as to quality of workmanship and of materials furnished by him The contractor hereby agrees to make at his own expense
any repairs or replacements made necessary by defects in materials or workmanship supplied by him that becomes evident within the time specified after filing of the Notice of Completion
of the work by the Engineer and to restore to full compliance with the requirements of these specifications including the test requirements set forth herein for any part of the work
constructed hereunder which during said period is found to be deficient with respect to any provision of the specifications The contractor also agrees to defend indemnify and hold the
Owner its officers and employees harmless from claims of any kind arising from damage due to said defects The contractor shall make all repairs and replacements promptly upon receipt
of written orders for same from the Engineer If the contractor fails to make the repairs and replacements promptly the owner may doe the work and the contractor and his surety shall
be liable to the owner for the cost thereof Upon termination of the Csontractor guarantee any manufacturers guarantees held by him shall be delivered to the owner The guarantees and
agreements set forth in Subsection a hereof shall be secured by a surety bond which shall be delivered by the Contractor to the Owner before the notice of completion shall be filed by
the Development Services Director Said bond shall be in an approved form and executed by a surety company or companies satisfactory to the owner in the amount of ten percent 10 of the
contract price Said Said bond shall remain in force for a period of one year from the date of filing of the Notice of Completion Instead of providing a surety bond the contractor may
at his option provide for the Faithful Performance Bond furnished under the contract to remain in force for said amount until the expiration of the required period 1013 SANITATION All
portions of the work shall be maintained at all times in sanitary condition The contractor shall provide adequate toilet facilities for all workmen and representatives of the owner employed
on the work Such facilities shall be subject to the acceptance of the owner as to location and type The contractor shall maintain the same in sanitary condition from the beginning of
the work until SUPPLEMENTARY GCs6
completion and then shall remove the facilities and disinfect the premises if necessary The contractor shall be responsible for alleviating all dust and nuisance conditions occasioned
by his work Each day at the completion of the dsay work the entire trench area and adjacent streets shall be swept and cleaned to the satisfaction of the City Engineer or his appointed
representative The contractor shall cover all storm drain catch basins during excavation and sweeping operations to prevent excavated materials from entering the catch basins SUPPLEMENTARY
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TECHNICAL PROVISIONS SECTION 1 SITE MAINTENANCE 101 General The Contractor shall maintain the construction site in a neat and orderly condition free from trash and waste construction
materials at all times Unattended construction materials equipment and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance or danger due to rain wind
or other forces of nature The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the work These accommodations shall be maintained in a neat and
sanitary condition They shall also comply with all applicable laws ordinances and regulations pertaining to public health and sanitation of dwellings and camps The Contractor shall provide
proper barricades with flashing lights properly working and temporary fencing to insure a safe construction site The Contractor shall maintain the work site in a manner that assures
adequate access to workers and other authorized personnel The Contractor shall provide proper traffic control in all construction areas 102 Dust Control The Contractor shall exercise
all reasonable and necessary means to abate undue dust Application of water for dust control shall be under the control of the Engineer and shall be applied in the amounts and at locations
designated by the Engineer or other City Representatives 103 Control of Water The Contractor shall work in a manner that does not prevent storm or other water from flowing uninterrupted
along the existing street drainage courses Diversion of water for short reaches to protect construction may be permitted if public or private properties are not threatened with damage
Should such diversions be necessary the Contractor shall obtain written permission from the applicable public agency or property owner before the Engineer will permit any diversion of
water outside rightsofway or normal drainage courses 104 Protection of Existing Improvements Construction operations shall be conducted in a manner that assures all permanent facilities
and improvements as well as temporary improvements which remain during the life of this contract are not subject to vertical settlement or horizontal movement The Contractor shall work
around all existing utility facilities During construction the Contractor shall cooperate with the owners of any utility that has manholes vaults valve covers or any other facilities
within the construction area These facilities shall be completely protected by the Contractor The Contractor shall exercise care to prevent asphalt material from being deposited on concrete
surfaces Unless otherwise specified all costs for protection of existing improvements shall be absorbed in the various items of work and no separate payment shall be made for them 105
Restoration of Existing Improvements All existing improvements removed or damaged during construction shall be reconstructed in accordance with the applicable TP1
provisions of the Standard Specifications for Public Works Construction 2009 Edition hereinafter referred to as the Standard Specifications The Contractor shall replace or restore existing
improvements to their original condition to the satisfaction of the Engineer at no expense to the City 106 Disposal of Removed Cleared and Waste Material All removed cleared and waste
material shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations
of governmental agencies having jurisdiction 107 Final Clean Up After completion of all other work required under the contract the Contractor shall at no expense to the City clean up
the work site including any and all properties used by the Contractor during construction to the satisfaction of the Engineer The Contractor shall remove and dispose of all excess materials
The Contractor shall repair replace or restore to the satisfaction of the Engineer all property of any type or nature which has been moved damaged or altered in any way by the Csontractor
operations The Contractor shall return all roadway and adjoining surfaces to their original condition and appearance The Contractor shall provide all necessary means to avoid tracking
asphalt oil on existing asphalt pavement or concrete pavement during paving operations The Contractor shall slurry quick set emulsion aggregate slurry Type II cationic with 212latex
additive all asphalt pavement area where asphalt oil was accidentally tracked If tracking is left on the concrete pavement Contractor shall sand blast the affected area to its original
condition and to the satisfaction of the Engineer or City Representatives at no additional cost Any and all of these requirements shall be at the Csontractor expense 108 Payment No separate
payment will be made for Site Maintenance All costs for furnishing all labor materials tools dump fees and incidentals and doing all the work involved as specified herein and as directed
directed by the Engineer shall be included in the prices bid for the various contract items of work SECTION 2 CLEARING AND GRUBBING 201 General Clearing and Grubbing shall conform to
Section 3001 Clearing and Grubbing of the Standard Specifications In addition the following items of work are included under Clearing and Grubbing unless otherwise covered by specific
bid items A Maintaining dust control at all times by watering and sweeping B Providing traffic control and maintaining access security and safety including all signs barricades flashers
covers plates and chain link fencing as specified elsewhere in these specifications TP2
C Protecting in place of existing water mains sewers gas lines water meters valve covers walls fences curbs fire hydrant telephone and power poles and other existing structures D Removing
storing and replacing removable and portable items and their safe handling and keeping E Providing temporary pumps conduits and any other necessary means to convey waste waters in order
to bypass the construction as needed and as approved by the Engineer F Saw cutting Portland cement concrete and asphalt concrete pavement for construction of smooth and straight joins
G Providing shoring sheeting bracing etc for excavations If required H Removing relocating and replacing all sprinkler lines heads valves and other items interfering with the construction
of improvements I Removing and disposing of all existing improvements interfering with the construction of new improvements andor as required elsewhere in these specifications and not
included in other bid items Restoring landscaping in kind damaged during construction K Removing replacing backfilling and compacting miscellaneous earthwork resulting from removing
existing improvements that are not replaced and where excavations were made for concrete forming L Backfilling areas with clean topsoil grading to join elevation of newly constructed
curb sidewalk and driveway approach and seeding watering and caring for rye grass or approved equal by the Engineer until the grass is established M Providing all necessary means to
prevent tracking of asphalt oil on existing or new asphalt pavement including a water truck during the paving operation and for restoring areas where asphalt oil was spilled N Coordinating
the construction with all utility companies O Obtaining permit from the appropriate water company for connection to fresh water source and delivering water to the point of use and assuming
payment of all fees and payment for water used P Storing construction equipment and materials Q Providing enclosed toilets TP3
R Removing replacing and adjusting to grade any utility pullbox water meter gas meter etc affected by the construction of sidewalk driveway curb and gutter and others if necessary S
Protecting in place any electric gate block wall rough iron fence landscape and others affected by this improvement 202 Payment Payment for Clearing and Grubbing shall be included in
the lump sum price under Bid Item No 1 Payment of the lump sum price bid shall include full compensation for furnishing all labor materials tools and equipment and doing all work involved
in Clearing and Grubbing as specified above and as directed by the Engineer SECTION 3 CSONTRACTOR RESPONSIBILITIES BEFORE COMMENCEMENT OF THE PROJECT 301 General Due to the nature of
this project involving some inconveniences the Contractor shall respond to all complaints associated with the project that include any alleged damage to private property andor vehicles
within 24 hours of notification Failure to comply with this provision will result in an additional penalty of050 per occurrence The City reserves the right after 24 hours of notification
to respond to the complaint and repair the alleged damage The Contractor shall reimburse the City for all costs involved in addressing the complaint including any administrative costs
incurred by the City 302 Notification of Affected Owners or Businesses The Contractor shall distribute notices Contractor shall provide a sample notification to the Engineer for approval
303 NO PARKING Signs The Contractor shall post temporary NO PARKING signs at no cost to the City The NO PARKING signs will be in place not less than 24 hours prior to performing the
work 034 Payment No separate payment will be made for Csontractor Responsibilities Before Commencement of the Project All costs for furnishing all labor materials tools and incidentals
and doing all the work involved as specified herein and as directed by the Engineer shall be included in the prices bid for the various contract items of work TP4
SECTION 4 EARTHWORK ROADWAY AND EXCAVATION 401 General Earthwork subgrade preparation and finishing roadway shall conform to the applicable requirements of Section 300 Earthwork and
other pertinent sections of the Standard Specifications for the various items involved and the following requirements The Contractor shall protect all work from inclement weather at
all times In the event of any storm during construction the Contractor shall provide means to divert runoff water carrying silts debris etc from entering the storm drain system as required
by the Clean Water Act and the NPDES as indicated in the general provisions of these specifications 402 Subgrade Preparation Subgrade preparation shall conform to the provisions of Section
301 Treated Soil Subgrade Preparation and Placement of Base Material of the Standard Specifications Subgrade shall be compacted as specified in Section 30123 Relative Compaction of the
Standard Specifications Finished subgrades shall not deviate more than002 feet from the theoretical grading plane 043 Unsuitable Material To the best of the Esngineer knowledge no unsuitable
material will be encountered below the grading plane on this project However should unsuitable material be encountered it shall be removed and replace with select material from the site
at the direction of the Engineer 404 Safety Precautions All excavation shall be performed protected sheeted shored braced and otherwise supported as required for safety and in the manner
set forth in the operation rules orders and regulations prescribed by the Division of Industrial Safety of the State of California Barriers shall be placed in such locations as necessary
along excavations to warn all pedestrian and vehicular traffic of such excavations 405 DeWatering The Contractor shall provide and maintain at all times during construction ample means
and devices to promptly dispose of all water from any source entering structural excavation conduit trenches or other excavations Dewatering shall be accomplished by methods which will
insure a dry excavation the preservation of final grades and proper soil conditions 406 Disposal of Excess Excavated Material All excess excavated material shall become the property
of the Contractor and shall be removed from the site and disposed of by the Contractor at no expense to the City 407 Payment Payment for Earthwork and Roadway Excavation shall be included
in the lump sum price under Bid Item No 4 The unit prices paid shall include full compensation for furnishing all labor materials tools and equipment to complete the work specified herein
and as directed by the Engineer including the costs for removal disposal and disposal fees which includes any PCC concrete found underneath the existing surface at the end of the Cul
de Sac and existing roadway TP5
SECTION 5 COMPACTED SELECTED FILL 501 General The subgrade under removed curb and gutter sidewalk driveway apron curb ramp local
depression cross gutter and street pavement shall be inspected prior to placing forms Unsuitable subgrade material as determined by the Engineer shall be removed and replace with selected
fill material and compacted to not less than 95 percent relative compaction as specified in Section 30113of the Standard Specifications The extent of removal and replacement shall be
determined by the Engineer 502 Fill Fill shall be placed in lifts compatible with the type of compaction equipment used but no greater than 6 inches in thickness and shall be compacted
to a minimum relative compaction of 90 percent relative compaction as specified in Section 30113of the Standard Specifications Each fill lift shall be treated in a similar manner Subsequent
lifts shall not be placed until the preceding lift has been approved by the Engineer Fill soils shall consist of excavated onsite soil or imported soil approved by the soils engineer
All organic or deleterious material shall be removed from the fill material prior to placement and compaction All imported fill shall be granular and non expansive or of low expansion
potential plasticity index less that 15 Rocks asphalt concrete and Portland cement concrete larger than 4 inches in diameter shall not be used unless they are sufficiently broken down
503 Payment Payment for Compacted Selected Fill will be made at the unit price bid under Bid Item No 3 The unit price paid shall include full compensation for furnishing all labor materials
tools and equipment to remove the unsuitable subgrade place and compact selected fill and complete the work specified This includes the filling at the end of the Cul de Sac for landscape
improvements SECTION 7 ASPHALT CONCRETE PAVEMENT AND OTHER ASPHALT ITEMS 701 General Asphalt concrete pavement shall be constructed in accordance with Section 203 Bituminous Materials
and Section 3025 Asphalt Concrete Pavement of the Standard Standard Specifications and the Plans 702 Asphalt Rubber Hot Mix ARHM Asphalt concrete overlay shall be constructed in accordance
with Section 3029 Asphalt Concrete Pavement of the Standard Specifications Asphalt concrete to be used by the Contractor as part of this work shall be ARHMGGC PG 6416 Asphalt concrete
overlay shall be 2 inches thick 703 Asphalt Concrete Pavement Overlay Asphalt concrete pavement reconstruction shall be constructed in accordance with Section 3025 Asphalt Concrete Pavement
of the Standard Specifications Asphalt concrete to be used for the reconstruction shall be 2 inches thick B PG 6410 base course 1
The replacement asphalt concrete pavement adjacent to new concrete construction shall be equal to the thickness of the edge of gutter of the cross gutter or of the local depression plus
318 inches lip Contractor shall remove all asphalt concrete pavement overlay that spills onto the concrete curb gutter cross gutter local depression and all other concrete improvements
Removal shall be done as soon as the asphalt concrete pavement has been laid Any oil or other spillage onto concrete improvements shall also be removed in a manner to leave them completely
clean of any paving material 704 Payment Payment for Asphalt Concrete Pavement will be made at the unit price bid under Bid Item No 5 and 6 The unit prices paid shall include full compensation
for furnishing all labor materials tools and equipment to complete the work specified herein and as directed by the Engineer including the costs for removal disposal and disposal fees
Subgrade preparation and cleaning of concrete improvements will be included in the cost bid for Asphalt Concrete Pavement SECTION 8 PORTLAND CEMENT CONCRETE CONSTRUCTION 801 General
Portland cement concrete construction shall be in accordance with Section 201 Concrete Mortar and Related Materials and Section 303 Concrete and Masonry Construction of the Standard
Specification and as specified in the Standard Plans for Public Works Construction hereinafter referred to as Standard Plans and details shown on the Plans The work required includes
the removal and replacement of curb and gutter sidewalk curb ramps driveway replacement cross gutter and local depression and the construction as shown on the Plans 802 Concrete Mix
Concrete for curb and gutter and local depression shall be Class 520 C2500 concrete specified by class in accordance with Section 201 12 Concrete Specified by Class and Alternate Class
of the Standard Specifications 803 Curb and Gutter Driveways Cross Gutters Concrete curb and gutter shall be constructed in conformance with Section 3035 Concrete Curbs Walks Gutters
Cross Gutters Alley Intersection Access Ramps and Driveways of the Standard Specifications Standard Plans and details as indicated on the Plans Curb and gutter shall be constructed to
grade specified on the Plans Curb and gutter shall not be poured monolithically with adjacent concrete improvements such as sidewalk driveway approach curb ramp etc and shall be constructed
on 95 compacted native 804 Sidewalk Concrete sidewalk shall be constructed in accordance with Section 3035 Concrete Curbs Walks Gutters Cross Gutters Alley Intersection Access Ramps
and Driveways of the Standard Specifications and shall be per Standard Plans 1121 and 113 1 All sidewalks shall be 4 inches thick Weakened plane joints shall be constructed at regular
intervals following the pattern of existing sidewalk adjacent to the sidewalk being TP7
replaced or in the immediate area Exposed roots within the subgrade area must be completely removed voids backfilled and compacted prior to placement of new sidewalk 805 Payment Payment
for Concrete Construction will be made at the unit price bids under Bid Items No 8 9 10 11 12 and 13 The unit prices paid shall include full compensation for furnishing all labor materials
tools and equipment to complete the work specified herein and as directed by the Engineer including the costs for removal disposal and disposal fees SECTION 9 ADJUST MANHOLE FRAME AND
COVER TO GRADE 901 General All manhole frames and covers shall be marked as to their location by the Contractor prior to placement of the asphalt concrete pavement Upon completion of
the asphalt concrete pavement and after reasonable time is allowed for setting the Contractor shall raise the manhole frames and covers to grade in accordance with Section 30116 Adjustment
of Manhole Frame and Cover Sets to Grade of the Standard Specifications 902 Manhole Frame and Cover or Vault The manhole frame and cover or concrete vaults that are at the finish grade
of the street shall be protected along with the vault during the cold milling and paving operations 903 Payment Payment for adjusting manhole frames and covers to grade will be made
at the unit price bid under Bid Item 18 The unit price paid shall include full compensation for furnishing all labor material tools and equipment and doing all work as specified herein
and as directed by the Engineer SECTION 10 ADJUST WATER AND GAS VALVE COVER TO GRADE 0101 General The Contractor shall remove all dirt and debris from existing valve covers to be adjusted
The Contractor shall furnish adjustable slipon metal cans to be placed within existing metal cans Existing covers shall be adjusted to new pavement grade on slipon cans during paving
operation 0102 Payment Payment for adjusting value covers will be made at the unit price bid under Bid Item No 19 The unit price paid shall include full compensation for furnishing all
labor tools material including slipon cans and equipment involved in raising covers to grade as specified herein and as directed by the Engineer
SECTION 11 SIGNING STRIPING AND PAVEMENT MARKERS 011 GENERAL All equipment materials machines and components used for signing striping stenciling and the installation thereof shall conform
to the State of California Department of Transportation CALTRANS Standard Specifications May 2006 Edition and the Manual on Uniform Traffic Control Devices MUTCD for Streets and Highways
2006 Edition and the MUTCD 2006 California Supplement Section 15 EXISTING HIGHWAY FACILITIES Section 56 SIGNS TRAFFIC STRIPES AND PAVEMENT MARKINGS 841 GENERAL Description All striping
details including crosswalks limit lines pavement markings and diagonal lines shall be installed with thermoplastic All curb markings shall be installed with two coats of water borne
base paint Control of Alignment and layout The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy
thereof to the satisfaction of the Engineer The Contractor shall establish all traffic striping between these points by string line or other method to provide striping that will vary
not more than halfinch 2 in 50 from the specified alignment When no previously applied figures markings or traffic striping are available to serve as a guide suitable layouts shall be
spotted in advance of the permanent thermoplastic application Using a rope as a guide for making spots every fivefeet 5 may spot traffic lines by using a marking wheel mounted on a vehicle
or by other means satisfactory to the Engineer The layout of all work to be painted shall be inspected and approved prior to painting Any work painted without prior approval of the layout
is subject to removal and replacement at Csontractor expense The Contractor shall employ a worker with minimum of five 5 years of experience to supervise the location alignment layout
dimensions and application of the pavement markings TP9
842 THERMOPLASTIC Thermoplastic shall be used on all striping details crosswalks pavement markings diagonal lines and arrows only 0112 PAYMENT No separate payment will be made for Signing
and Striping All costs for furnishing all labor materials tools equipment and incidentals for doing all the work involved as specified herein and as directed by the Engineer shall be
included in Bid Items 20 No additional compensation shall be made SECTION 12 SURVEY WELL MONUMENT 0112 General Contractor shall coordinate the installation of well monuments with the
City Surveyor Danielson Surveying 13916 Tyler Street Sylmar CA 91342 Phone 818 3628886 Fax 818 3628000 The Survey Well Monument Cover Sleeve and Dome Concrete Marker may be obtained
from the Public Works Department at no cost 012 Payment Payment forWell Survey Monument will be made at the unit price bid under Bid Item No 15 The unit prices paid shall include full
compensation for furnishing all labor materials tools and equipment to complete the work specified herein and as directed by the Engineer including the costs for core drilling cement
and appurtenances as indicated on the City of Rosemead Standard Plan S08001 SECTION 13 CONSTRUCTION SURVEY 0113 General The Contractor shall provide construction survey for the street
including office research of notes plats or other necessary documents marking removal limits grade staking tying and relocating utilities All work shall be done to the satisfaction of
the Engineer The City of Rosemead will provide copies of all existing survey control points within the project limits Prior start of construction the City of Rosemead will provide for
the perpetuation of all existing monumentation within the project limits The Contractor shall notify the City of Rosemead in advance in the event that any monumentation or witnesses
to the monumentation should fall within any removal area The contractor shall provide at the time of the preconstruction meeting a tentative schedule of operations to allow the City
of Rosemead sufficient time to set temporary construction control Any questionable grade elevation location or element of design shown on the plans shall be brought to the immediate
attention of the Engineer in writing for clarification prior to construction TP10
The City reserves the right to verify all staking and monumentation for horizontal and vertical accuracy The allowable error shall not exceed002 feet vertically or horizontally Any staking
found to exceed allowable error shall be reset at the sole expense of the Contractor and no additional compensation will be made therefor All work described in this Section shall be
done by or under the direction of a Professional Land Surveyor or a Registered Civil Engineer authorized to practice Land Surveying in the State of California herein referred to as Surveyor
0123 Staking The csontractor surveying shall have all the necessary tools materials personnel available at the job site for hubbing blue yellow and red tops at the time that they are
set and shall adequately reference all such stakes by setting hubs three 3 inches below subsurface The surveyor shall have the option of establishing line and grade either by setting
stakes to finished grade marking the cuts and fills on the pavement or referring to stakes spikes drill holes chisel cuts etc on a grade sheet Normally stakes will be set and stationed
by the surveyor for rough grade curbs headers sewers storm drains and structures and a corresponding cut or fill to finished grade or flow line indicated on a grade sheet If the surveyor
elects to set stakes to the finished grade the top of these stakes will be colored with blue crayon or paint All elevations will be established with a Ssurveyor instruments For street
improvements the Surveyor will establish rough grade elevations at 25foot intervals along the street After completion of the rough grading heshe will establish elevations for curb or
pavement headers Elevations will be established at all points indicated by elevations shown on the plans Elevations will be established at 25foot intervals on the centerline and at all
grade changes For paint data on the surface of the existing pavement andor base course and each lift to indicate the fill to finished grade at such locations and intervals as to provide
adequate adequate control for laying the wearing surface course to finished grade For integral curb and gutter blue tops for the flow line will not be set but curb elevations shall be
established at all changes in grade and at 25foot intervals when the grade is more than05and a 10foot intervals when the grade05or less In the case of integral curb and gutter with a
varying curb face grade sheets will show cuts and fills to the top of the curb or to the flow line and indicate the required curb face For sewers and storm drains the Surveyor will establish
elevations at 25foot intervals along the main line at all grade change points indicated on the plans at inlet and outlets of structures and at the upper ends of house connections and
laterals Normally elevations for narrow trenches will be established by means of offset stake and a grade sheet giving cuts from such stakes will be issued When determined necessary
blue tops will be set in the trench for line and grade Distance and measurements except elevations and structural dimensions are given and made on horizontal planes Copies of all grade
sheet shall be provided to the Engineer for filing TP11
All costs involved in meeting the above requirements shall be included in the unit prices bid for the various related items of work and no additional compensation will be made therefor
TP12
IFLI k1 N A 0 1 0 SECTION 02230 SITE CLEARING 1 SUMMARY A Section Includes 1 Removal and disposal of vegetation grass grass roots weed growth vines tree roots brush masonry metal signs
rubbish debris and other objectionable materials within limits of the Work 2 Removal and disposal of concrete and bituminous surfaces B Related Section 1 Section 02900 Landscaping 12
SUBMITTALS A Shop Drawings Submit site plan indicating extent of site clearing 13 QUALITY ASSURANCE A Comply with Standard Specifications for Public Works Construction current edition
as a minimum requirement 14 JOB CONDITIONS A Condition of Premises Accept the premises as found and clear the Project site as specified B Protection Protect from damage all items fences
water valves water meters guy wires poles etc designated to remain as per plans Replace at Csontractor expense items damaged or destroyed with like items in sizes and TP13
quantity of the damaged or destroyed material Assessment of material value shall be established by City of Rsosemead Representative C Protect existing utilities D Provide barricades
and guards as required to protect trees and existing improvements PART 2 PRODUCTS NOT USED PART 3 EXECUTION 31 CONCRETE AND BITUMINOUS SURFACING REMOVAL A Break up and completely remove
and dispose of existing concrete surfacing curbs gutters walks and bituminous surfacing to indicate limits Protect in place existing curbs gutters concrete block wall footings signs
poles and drainage structures Cutting shall be performed to a neat and even line with proper tools or a concrete cutting saw Minimum depth of cut shall be 1 112 inches unless otherwise
indicated Remove and dispose of concrete broken beyond the indicated limits to the nearest joint or score line and replace with new concrete to match existing No water used in saw cutting
shall be allowed to enter the storm drain system 2 Refer to Section 02900 Landscaping for soil removal 32 CLEARING AND GRUBBING OF LANDSCAPE A Clearing Dispose of the vegetation designated
for removal together with the brush and rubbish occurring within the construction limits B Grubbing Remove and dispose of all matted roots and all roots larger than 3 inches in diameter
in all construction areas in all cut areas and in all other areas having less than 2 feet of fill C Removal All cleared and grubbed materials shall be promptly removed completely away
from the Project site Do not store or permit debris to accumulate on the Project site D Do not burn materials or debris on the premises TP14
32 CLEANUP A Remove rubbish debris and waste materials and legally dispose of off the Project site END OF SECTION 02230 SECTION 02810 LANDSCAPE IRRIGATION PART GENERAL 1 DESCRIPTION
A The work required under this Section consists of furnishing all labor materials equipment services and related items necessary to complete all irrigation system work and all related
work complete as indicated on the drawings or specified herein B The major items of work include but are not limited to the following 1 Verify underground utility locations 2 Removal
protection andor restoration of all existing improvements 3 Trenching and backfilling 4 Furnishing and installing a fully operational automatically controlled irrigation system including
all mains laterals fittings quick coupling valves gate valves and drain valves backflow preventer etc 5 Testing of system and making it operative 12 RELATED WORK SPECIFIED IN OTHER SECTIONS
A Section 02230 Site Clearing B Section 02900 Landscaping C Section 02920 Maintenance TP15
13 REFERENCE SPECIFICATIONS AND STANDARDS A City of Rosemead Plumbing Ordinance 14 QUALITY ASSURANCE REQUIREMENTS A System Performance 1 Minimum Water Coverage Not less than 100 percent
of shrub ground cover and planting areas B Comply with requirements of utility supplying water for prevention of backflow and backsiphonage C Comply with requirements of authority with
jurisdiction for irrigation systems D Electrical wiring controls and devices shall be Underwriters Laboratories listed and labeled UL E Permits and Fees The Contractor shall obtain and
pay for any and all permits observations and inspections as required F Msanufacturer Directions Follow msanufacturer directions and detailed drawings in all cases when the manufacturers
of products used in this contract furnish directions covering points not included in the drawings and specifications G Ordinances and Regulations All local municipal and state laws and
rules and regulations governing or relating to any portion of this work are hereby incorporated incorporated into and made a part of these specifications and their provisions shall be
carried out by the Contractor Anything contained in these specifications shall not be construed as conflicting with any such rules and regulations or the requirements of the same However
when these specifications and drawings call for or describe materials workmanship or construction of a better quality higher standard or larger size than is required by the above mentioned
rules and regulations the provisions of these specifications and drawings shall take precedence H Installer Qualifications Installer with 5 years minimum experience who has completed
irrigation systems similar in material design and extent to that indicated for Ramona Boulevard that has resulted in construction with a record of successful inservice performance Explanation
of Drawings TP16
1 Due to the scale of drawings it is not possible to indicate all offsets fittings sleeves etc which may be required The Contractor shall carefully investigate the structural and finish
conditions affecting all of this work and plan work accordingly furnishing such offsets fittings sleeves etc as may be required to meet site conditions Drawings are generally diagrammatic
and indicative of the work to be installed The Contractor shall install the work in such a manner as to avoid conflicts between irrigation systems planting other utilities and architectural
features 2 The term City of Rosemead as used herein refers to the City of Rosemead authorized representative 3 The Contractor shall furnish and install all work called for on the drawings
by notes or details whether or not specifically mentioned in the specifications 4 The Contractor shall not willfully install the irrigation system as shown on the drawings when it is
obvious in the field that obstructions grade differences or discrepancies in area dimensions exist that might not have been considered in engineering Such obstructions or differences
shall be brought to the attention of the City of Rosemead In the event this notification is not performed the irrigation contractor shall assume the full responsibility for any revision
necessary 5 Do not purchase or install materials as noted in legend on drawing when it is obvious there is an oversight or discrepancy Failure to obtain prior material approval may result
in rejection by the City of Rosemead The Contractor will be responsible for any revisions necessary due to his failure to bring material discrepancies to the attention of City of Rosemead
or failure to comply with material submittals 6 The Contractor shall coordinate as necessary the work of this Section which is allied with the work of other trades 7 It is the intent
of the drawings and specifications to describe a complete irrigation system providing uniform water coverage If the plans or specifications appear in any way to be incomplete misleading
conflicting or subject to misinterpretation it is the Csontractor responsibility to bring these concerns to the City of Rsosemead attention before bidding If the Contractor fails to
do so the Contractor must accept the City of Rsosemead interpretation and any potential related financial impact that may occur 15 SUBMITTALS TP17
A Material List 1 The Contractor shall furnish the articles equipment materials or processes specified by name in the drawings and specifications Substitution is allowed only with prior
written approval of the City of Rosemead 2 Within twenty 20 days after award of contract the Contractor shall submit complete msanufacturer technical data and installation instructions
material list to the City of Rosemead The Contractor shall commence no work before receiving a statement of acceptance of irrigation material submittal Material list shall include the
manufacturer name model number and description of all proposed materials and equipment Specific product data also includes pressure rating rated capacity settings and electrical data
of selected models for the following a Backflow preventer including test equipment and protective enclosure b Pressure regulators and valves including generalduty underground manual
and automatic control check and ball valves c Valve box d Drippers drip tubes and devices e Wiring solenoid controller and handset including controller wiring diagrams and controller
protective enclosure f Pipe and fitting including primer solvent cement and tracerwarning tape 3 Equipment or materials installed or furnished without prior approval of the City of Rosemead
may be rejected and the Contractor required removing such materials from the site at the Csontractor own expense 4 Approval of any item alternate or substitute indicates only that the
product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted 5 Msanufacturer warranties shall not relieve
the Contractor of his liability under the guarantee Such warranties shall only supplement the guarantee TP18
B Record and AsBuilt Drawings 1 The Contractor shall provide and maintain an uptodate and complete set of project record documents in the form of a set of blueline and blackline prints
These documents shall be updates daily and shall show all changes from the original drawings and specifications as well as exact asbuilt locations sizes and types of equipment The equipment
is to include water meter backflow preventers valve boxes valves piping irrigation devices accessories controls and wirings The Contractor shall keep this set of drawings on site and
use them only as a record set 2 These drawings shall also serve as work progress prints and shall be the basis for measurement and payment for work completed Drawings must be available
at all times for site reviews in a location designated by the City of Rosemead Should the record blueline or blackline progress prints be unavailable for review or fail to be uptodate
at the time of any site reviews it will be assumed no work has been completed and the Contractor will be assessed the cost of that site visit at the current billing rate of the City
of Rosemead No other inspections will take place until payment of that assessment 3 The Contractor shall make neat and legible notations daily on the record progress prints as the work
proceeds showing the work as actually installed Should equipment location differ from plan the Contractor must indicate the new location in a graphic manner matching the original symbols
in the irrigation legend The relocated equipment and the dimensions will then be transferred to the original asbuilt plan at the proper time 4 Before the final site inspection the Contractor
shall transfer all information from the asbuilt record prints to a final asbuilt plan The asbuilt plan shall be submitted to the City of Rosemead for approval prior to the making of
the controller chart 5 The Contractor shall dimension the following locations from two permanent points of reference building corners sidewalks road intersections etc a Connection to
existing existing water lines b Connection of all buried pipe C Gate and ball valves IMM
d Pressure line routing and directional turns dimension maximum 100 feet along routing e Automatic controller f Irrigation control valves g Remote control valves h Control wire routing
and pilot wires to valves Backflow prevention units Tracer wires main line routing k Irrigation water meters Other related equipment as directed by the City of Rosemead 6 On or before
the date of the final site review the Contractor shall deliver the updated and completed reproducible drawings to the City of Rosemead Delivery of these drawings does not relieve the
Contractor of responsibility for furnishing any required information that may have been omitted from the prints C Controller Charts 1 Asbuilt record drawings must be approved by the
City of Rosemead before controller charts are prepared 2 The Contractor shall provide two controller charts for each controller installed 3 The chart shall show control wire locations
and the area controlled by the automatic controller and shall be the maximum size that the controller door will allow 4 The chart shall be based on the record drawing and shall be a
half size photocopy or black line print Chart shall have a different color used to show area of coverage for each station hydrozone However in the event that the controller sequence
is not legible when the drawing is reduced it shall be enlarged to a size that will be readable when reduced TP20
5 When completed and approved hermetically seal the chart between two pieces of plastic thickness of each piece being minimum 20 mils Place a 34 inch brass grommet at each top corner
6 These charts must be completed and approved prior to final acceptance of the irrigation system Installation will not be accepted without charts 7 Upon approval the two controller charts
will be placed inside each controller D Operation and Maintenance Manuals 1 Prepare
and deliver to the City of Rosemead within ten 10 calendar days prior to completion of construction two hardcover threering binders containing all required and necessary descriptive
material The manual shall describe the material installed and shall be in sufficient detail to permit the operation personnel to understand operate and maintain all equipment Each complete
manual shall include the following information a Index sheet stating Csontractor address and telephone number b List of equipment with names addresses and telephone numbers of local
manufacturer representatives C Catalog and parts sheets regarding all material and equipment installed under this contract d Duration of guaranty period and warranty statement e Complete
operating and maintenance instruction on all major equipment 2 In addition to the above mentioned maintenance manuals instruct City of Rsosemead maintenance personnel regarding operation
of major equipment and show written evidence to the City of Rosemead at the conclusion of the project that this service has been rendered E Permits and Inspections 1 Obtain and pay for
all permits and inspections required Deliver all certifications of inspection to the City of Rosemead TP21
F Make arrangements for water and electric utilities and pay for main extensions service piping meters and any other charges imposed by the serving utility companies prior to rendering
service G Equipment to be Furnished 1 The Contractor shall supply as part of this contract the following tools a Two 2 sets of special tools required for removing disassembling and adjusting
each type of valve supplied on this project b Two 2 five foot valve keys for operation of gate valves C Two 2 keys for each automatic controller d Handset and power supply for controller
2 The Contractor shall turn over this equipment to City of Rosemead at the conclusion of the project Before final acceptance can occur written evidence that City of Rosemead has received
materials must be shown to the City of Rosemead 16 PROJECT CONDITIONS A Perform site survey research public utility records and verify existing utility locations Verify that irrigation
system piping may be installed in compliance with referenced standards B Site Information Data on indicated subsurface conditions is not intended as representations or warranties of
continuity of such conditions It is expressly understood that City of Rosemead will not be responsible for interpretations or conclusions drawn there from by Contractor Data are made
available for convenience of Contractor and are not guaranteed to represent conditions that may be encountered C Utilities Determine location of above grade and underground utilities
and perform work in a manner which will avoid damage Hand excavate if required Maintain grade stakes until removal is mutually agreed upon by parties concerned D Coordinate with landscape
contractor to activate system to provide for plants needs during installation as required 17 RESTRICTIONS TO THE WORK TP22
A Project on site with existing landscape irrigation and capital facilities B It is required that the adjacent facility continue in normal operation during the period of the contract
The Contractor shall therefore conduct his work with a minimum of disturbance or interference and in such a manner as not to restrict or obstruct entrances exits walks and roads or disrupt
electrical service water service and other services or utilities to the existing facility The Contractor shall provide and maintain accepted temporary connections lines and services
to the facility as directed C Contractor shall be responsible to coordinate all work with the City of Rosemead 18 PRODUCT DELIVERY STORAGE AND HANDLING A The Contractor is cautioned
to exercise care in handling loading unloading and storing PVC pipe and fittings Transport PVC pipe in a vehicle which allows the length of pipe to lie flat to avoid undue bending or
concentrated external load at any point Any section of pipe that has been dented or damaged must be discarded or if installed must be rep laced with new piping B The Contractor shall
cover any pipe stored outdoors to protect it from sunlight 19 SUBSTITUTIONS A To request substitution of any equipment or material in lieu of equipment or material listed on the irrigation
drawings and in the specifications the Contractor must provide the following information to the City of Rosemead for approval 1 Statement indicating the reason for making the substitution
using a separate sheet of paper for each requested substitution 2 Descriptive catalog literature performance charts if available and flow charts for each requested substitution 3 Hydraulic
calculations for proposed substitution as applicable 4 Itemized list of proposed ssubstitution noting difference in material and labor costs between substitution and item originally
specified 5 Written confirmation that City of Rosemead has received any credit resulting from approved substitution with a copy sent to City of Rosemead TP23
B Approval of any substitution or alternate will be based on information andor samples provided by the Contractor C Responsibility for the total performance of any substitution to equal
or surpass the item originally specified in every respect rests with the Contractor D If the City of Rosemead determines the substitution has proven to be unsatisfactory it shall be
removed and replaced with the originally specified item as part of the work of this contract both materials and labor E The City of Rosemead shall be solely responsible for accepting
or rejecting any substitution as equal to equipment and materials listed on the irrigation drawings and in the specifications 110 GUARANTEE A The guarantee for the irrigation system
shall be made in accordance with the attached form The general conditions and supplementary conditions to these specifications shall be filed with the City of Rosemead or his representative
prior to acceptance of the irrigation system B A copy of the guarantee form shall be included in the operations and maintenance manual C The guarantee form shall be retyped onto the
Csontractor letterhead and contain the following information D GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is free
from defects in materials and workmanship and the work has been completed in accordance with the drawings and specifications ordinary wear and tear and unusual abuse or neglect excepted
We agree to repair or replace any defects in material and workmanship which may develop during the period of one year from date of acceptance and also repair or replace any damage resulting
from the repairing or replacing of such defects at no additional cost to the City of Rosemead We shall make such repairs or replacements within five days after receipt of written notice
In the event of our failure to make such repairs or replacement within a reasonable time after receipt of written notice from the City of Rosemead we authorize the City of Rosemead to
proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand PROJECT TP24
LOCA SIGNED ADDRESS PH TE OF ACCEPTANCE 112 CONFERENCE PRIOR TO COMMENCEMENT OF WORK A Immediately upon awarding of contract and prior to commencing work the Contractor shall confer
with the City of Rosemead regarding the general details of the work involved in this contract PART 2 PRODUCTS 21 MATERIALS A General 1 Provide piping materials and factoryfabricated
piping products of sizes types pressure ratings and capacities as indicated Where not indicated provide proper selection as determine by Installer to comply with installation requirements
2 All materials throughout the system shall be new and in perfect condition Unless otherwise noted on plans each respective item shall be from the same manufacturer for all items of
one 1 type or approved equals 1 PVC Pressure Main Line Pipe and Fittings a Pressure main line piping for sizes 212 and smaller shall be PVS Schedule 40 with solvent welded joints Piping
for sizes 3 and larger shall be AMA C900 b Pipe shall be made from NSF approved Type I Grade I PVS compound conforming to ASTM resin specification D1785 All pipes must meet requirements
as set forth in Federal Specification PS2170 C Pipe homogeneous throughout free from visible cracks holes or foreign materials The pipe shall be free from blisters dents wrinkles or
ripples die and heat marks TP25
d PVC solventweld fittings and elbows shall be Schedule 80 12 II 1 NSF approved conforming to ASTM test procedure D2466 e Solvent cement and primer for PVC solventweld pipe and fittings
shall be of type and installations methods prescribed by the pipe manufacturer No clear primer may be used f Supplier shall be responsible to certify that manufactured pipe and fittings
meets the stated levels of quality All PVC pipe and fittings must bear the following continuous and permanent markings 1 Msanufacturer name or trademark 2 Material designation 3 Nominal
pipe size and applicable IPS schedule 4 Msanufacturer lot number 5 Schedule or class 6 ASTM qualifying designation 7 Pressure rating in PSI 8 NSF National Sanitation Foundation approval
9 Date of extrusion g Testing of pipe The contractor shall show written certification by supplier that polyvinyl chloride pipe has successfully passed the following tests 1 Acetone text
Immerse a sample of pipe in 99 pure anhydrous acetone for 15 minutes at the end of this time time there should be no evidence of flaking or delamination on the inner or outer walls of
the pipe Evidence of softening and swelling shall not constitute failure 2 Flattening Cut a test specimen two inches long from each end of the pipe sample Flatten each test specimen
between parallel plates of a press until the distance between the plates in inches is equal to sixty 60 percent of the pipeodand there shall be no evidence of cracking splitting or breaking
2 PVC Non Pressure Lateral Line Piping a Non pressure buried lateral line piping shall be PVC Schedule 40 TP26
with solventweld joints b Pipe shall be made from NSF approved Type I Grade II PVC compound conforming to ASTM resin specification D1784 All pipes must meet requirements set forth in
Federal specification PS2270 with an appropriate standard dimension ratio c Except as noted in paragraph 1 all requirements for non pressure lateral line pipe and fittings shall be the
same as for solventweld pressure main line pipe and fittings as set forth in section A of these specifications 3 PVC Fittings a Schedule 40 polyvinyl chloride PVC weight as manufactured
by Spears or approved equal Solvent weld or insert fittings are acceptable No saddle type clamping or fittings shall be used Fittings to conform to ASTM D2466 4 Brass Pipe and Fittings
a Where indicated on the drawings use red brass screwed pipe conforming to Federal Specification WWP351 b Fittings shall be red brass conforming to Federal Specification WWP460 C Valves
1 Gate Valves a Gate valves shall be the same size as the pipe lines in which they are installed and shall open left All valves shall be packed with an approved brand of graphited braid
stem packing b Gate valves 2 12 and larger shall be 200 poundOWGiron body ASTM A126 Class B flanged joints brass trimmed non rising stem bolted bonnet double disc and equipped with an
operating unit C Gate valves 2 and smaller shall be 150 pound saturated steam rated brass body ASTM B62 non rising stem screwed joints screwed bonnet solid disc and equipped with handwheel
d Gate valves shall be installed per installation detail TP27
2 Automatic control valves a Refer to plan for approved msanufacturer name model number and size b Valves shall be normally closed C All valves shall be diaphragm actuated equipped with
flow control adjustment and relief pet cocks so valve may be manually operated One piece diaphragms only no O rings allowed d All valves shall be of the same manufacturer e Valves shall
be completely serviceable from the top without removing the valve body from the mainline systems D Dripperline and Integral Dripperline Components The dripperline shall be Techline CV
or Techline pressure compensating dripperline or 17mm Techlite or 8mm Techlite non pressure compensated dripperline as manufactured by Netafim Irrigation Inc Dripper flow rate and spacing
shall be as indicated on drawings 1 Techline TCechVline17mm or 8mm Techlite Fittings All Techline TCechVline Techlite connections shall be made with approved Techline TCechVline Techlite
insert fittings 2 Soil Staples TLS6 All onsurfaceunder mulch Techline TCechVline Techlite installations shall be held in place with Techline Soil Staples spaced evenly every 3 to 5 on
center and with two staples on each change of location 3 Line Flushing Valves All TechlTiencehI ite systems shall be installed with Netafim Automatic Line Flushing Valves as indicated
on drawings Techline CV zones do not require an automatic line flushing valve but must have a manual flushing psort in the position that an automatic flush valve would be positioned
4 VAacuiurm Relief Valves Each independent Techline subsurface irrigation zone shall be installed with an VAacuiurm Relief Valve at the zsone highest psoint Techline CV zones do not
require an VAacuiurm Relief Valve 5 Pressure Regulator A pressure regulator shall be installed at each zone valve or on the main line to ensure operating pressures do not TP28
exceed system requirements The pressure regulator shall be a Netafim Pressure Regulator Model number as indicated on drawings 6 Disc Filter A disc filter shall be installed at each zone
valve or on the main line to ensure proper filtration The filter shall be a Netafim Disc Filter Model number and mesh as indicated on drawings E Backflow preventer and strainer unit
1 Shall be City of Rosemead Health Department approved and be installed in accordance with local water company requirements and City Code 2 Backflow protection device shall be designed
to operate on a reduced pressure principal or pressure type vacuum breaker Equipped with full port shutoff valves and field test cocks and shall be of the type and manufacturer stated
on the scope of work 3 Backflow device to be protected from vandalism and freezing temperatures where applicable 4 Strainer shall be wye type constructed of semi steel with a 250 psi
rating with monel 332 strainer basket removable Same size as backflow preventer F Automatic control system 1 Automatic controller Refer to plan for required msanufacturer name and model
number Provide pump start relay switch if required 2 Automatic controller control system shall use a low voltage high efficiency watertight 2way magnetic solenoid actuator that operates
at a 5 volt alternating pulse 3 Automatic controller to have the following features a A wireless controller powered by internal photovoltaic module with a microelectronic energy management
system fueled by ambient light b It shall be programmed via a remote control handset from a distance of up to 350 feet line of sight Up to 99 controllers can be programmed using 1 handset
when client ID and controller IsD are assigned TP29
C It shall have a mounting option for a valve box lead or a column mounting The controller shall operate a DC solenoid via two way digital control pulses with a daily exposure to light
levels of 0300 to 0100 Lux All controller operations can be reviewed or changed using the handset d A minimum of two 2 stations are required e Programmed for various schedules entirely
by setting switches and dials 4 Controller enclosure Valve box enclosure that is vandalproof and weatherproof and to be of sufficient size to house csontroller Refer to plan for msanufacturer
name and model number required 5 Automatic irrigation control wire a Electric operated 1 Twentyfour volt wire to solenoid valves to be direct burial conductor type OF 14 AWG copper 364
thickness PVC coating UL approved 2 Common wires to be white coded and pilot wires to be color coded with a different color stripe for each automatic controller 3 Install in accordance
with valve msanufacturer specifications and wire chart 4 Twentyfour volt valve solenoid shall be corrosion proof stainless steel protected by solid epoxy resin Coil to operate one valve
at4000 feet on no less than No 14 wire No solenoid valve shall bleed to atmosphere G Valve Boxes 1 For remote control valves use plastic with hinged and lockable cover 2 For gate valves
use concrete with lock lid cover marked Water 8 1D adjustable concrete sleeve H Sleeves for Control Wires Under all walks and paving and where indicated on drawings PVC 1220160 psi pipe
or galvanized heavy wall steel conduit Minimum size 1i 1D I Sleeves for Irrigation Pipe Under all walks and paving and where indicated on drawings Schedule 80 PVC pipe or as otherwise
approved by the Landscape TP30
Architect To be two 2 times theODof sleeved pipe PART 3 EXECUTION 31 SITE CONDITIONSINSPECTION A All scaled dimensions are approximate The Contractor shall check and verify all dimensions
per City of Rsosemead approval prior to proceeding with work under this section B Exercise extreme care in excavating and working near existing utilities Coordinate excavations with
underground service alert and utility companies Damage to utilities caused by operations or neglect shall be repaired at Csontractor expense The Contractor shall coordinate with City
of Rosemead and check existing utility drawings for locations C Coordinate installation of irrigation materials including pipe so there will be NO interference with utilities or other
construction or difficulty in planting trees shrubs and ground covers D The Contractor shall carefully check all grades to ensure work on the irrigation system may safely commence E
The Contractor shall reconstruct any existing irrigation lines which are to remain in service if they interfere or are damaged by construction Reconstruction of irrigation lines shall
conform to the applicable sections of the specifications using all new materials When modifications to existing irrigation system are part of the project verify the operation of all
existing irrigation controllers remote control valves quick coupling valves and tubing prior to commencing work Notify City of Rosemead in writing of any inoperable equipment Maintain
12 inches of cover over all existing lateral lines and 24 inches of cover over existing main lines 3 inches and smaller in diameter Maintain 30 inches of cover over top of main lines
4 inches and larger in diameter Reconnect existing remote control valves with approved watertight connectors 32 PREPARATION A Physical Layout 1 All piping or equipment shown diagrammatically
on drawings outside planting areas shall be installed inside planting area whenever possible to exact dimensions noted in construction details unless otherwise approved TP31
2 Prior to installation stake out all pressure supply line routing and tubing locations 3 Entire layout shall be approved by City of Rosemead prior to installation B Water Supply 1 Connect
irrigation system to water supply points of connection as indicated on the drawings Verify exact location on site 2 Connections as shown on drawings are approximate Minor deviations
plus or minus 20 feet required by actual site conditions shall be a part of this contract 3 Coordinate connection to meters water outlets etc with General Contractor and other trades
on site to ensure proper connection 4 Coordinate pipe crossing hardscapes walks etc with appropriate trades to minimize disturbance to finish product If a preferable route is noted on
site contact City of Rosemead to discuss alternative and obtain approval of same C Observation Schedule 1 Notify the City of Rosemead in advance for the following observation meetings
according to the time indicated a Prejob conference 5 days b Backflow assembly and automatic controller location 48 hours C Pressure supply line and control wire installation and testing
48 hours d Lateral line and tubing installation 48 hours e Coverage test 48 hours f Final site review 5 days 2 When observations are conducted by other than the City of Rosemead show
evidence in writing when and by whom these observations were made TP32
3 Maintain a set of current and up to date plans on the job site at all times No site observations will commence without record drawings and current plans In the event the Contractor
calls for a site visit without record drawings without current plans without completing previously noted corrections or without preparing the system for said visit he shall be responsible
for reimbursing the City of Rosemead based on his current billing rates per hour portal to portal plus transportation costs for the inconvenience No subsequent site visits will be scheduled
until this charge has been paid 3 INSTALLATION A General 1 Drawings and specifications Drawings are diagrammatic All piping valves etc shown within paved area are for design clarification
only and shall be installed in planting areas Furnish and install all work called for on the drawings whether or not specifically mentioned in the specifications 2 Perform minor adjustment
in location or alignment of new work to avoid existing utilities as directed without without additional cost 3 All excavation trenching backfilling and compaction performed under this
section shall conform to the requirements of Section 02222 Excavating Backfilling and Compacting for Utilities 32 3 34 and 35 In all planting areas water settle with no tamping Leave
soil slightly crowned at irrigation heads B Connection to existing supply line 1 Connect to existing cold water service where shown on plans 2 Connect to existing cast iron PVC galvanized
andor asbestos cement pipe by any of the following methods a Utilize pressure rated 150200 AWSA1201 cast iron fittings b Tapping sleeve C Cutting in tee d Utilize a threaded fitting
e Saddle with double bale flattened double bronze straps TP33
f PVC fitting for solvent weld on PVC pipe only C Excavating and Trenching 1 The Contractor shall perform all excavations as required for the installation of the work included under
this section including shoring of earth banks to prevent caveins The contractor shall trench each day only as much as required for that dsay work 2 Trenches shall be made wide enough
to allow a minimum of two 2 inches between parallel pipe lines Trenches for pipelines shall be made of sufficient depth to provide minimum cover from finish grade as follows a 24 minimum
cover over main lines as measured from top of pipe where it occurs with in planting area Install 36 below grade where it crosses driveway b 12 minimum cover over control lines from controller
to valves C 4 6 cover over dripperline 3 Follow approved layout for each system Pipe layout as shown on irrigation plan is schematic Route piping in the most expedient manner consistent
with the requirements set forth herein including avoidance of tree roots Adhere to asbuilt requirements stated herein 4 The bottom of the trench shall be free of rocks clods and other
sharp edged objects If rocks over V size are encountered at the bottom of the trench or within backfill @4 above pipe Contractor shall have the option of removing rocks or placing 4
of sand below and above PVC pipe 5 Trench bottom shall be flat and piping shall be supported continuously at prepared grade D Pipe and Assembly 1 Install remote valves where shown and
group together where practical Place valves no closer than six 6 inches to walk edges buildings and walls Locate all valve boxes in planting beds unless otherwise directed or noted 2
No pipe shall be laid when in the opinion of the Project Consultant trench or weather conditions are unsuitable When pipe laying is not in TP34
progress the open ends of the installed pipe shall be closed by approved means to prevent entrance of trench water and other foreign material into the lsine Enough backfill shall be
placed in the center sections of the pipe to prevent floating Any pipe that has floated shall be removed from the trench and relaid 3 PVC pipe and fittings shall be solvent welded using
solvents and methods as recommended by the manufacturer of the pipe except where screwed connections are required Pipe and fittings shall be thoroughly cleaned of dirt dust and moisture
before applying solvent with a non synthetic bristle brush 4 Pipe may be assembled and welded on the surface Snake pipe from side to side in the trench to allow for expansion and contraction
5 Make all connections between plastic pipe and metal valves or steel pipe with threaded fittings using plastic male adapters 6 Scale of drawing may not permit indicating all sleeving
required Provide sleeves for all piping under paved areas Refer to sections that pertain to sleeving material size etc 7 All outlets from main line shall be accomplished with line sized
tees with an outlet of the specified size No saddle tees are permitted D Dripperline Installation 1 Install all dripperline as indicated on drawings Use only Teflon tape on all threaded
connections 2 Clamp Techl iTneechlite fittings with Oetiker cwlahmepns operating pressure exceeds specific dripperline fitting requirements 3 Cap or plug all openings as soon as lines
have been installed to prevent the intrusion of materials that would obstruct the pipe Leave in place until removal is necessary for completion of installation 4 Thoroughly flush all
water lines before installing valves and other hydrants 5 Test in accordance with Paragraph on Hydrostatic Tests E Automatic Control System TP35
1 Install per manufacturer instructions Connect remote control valves to controller in numerical sequence shown on the drawings 2 Vandal and weatherproof controller enclosure a Seal
all openings to keep rodents out b Protect surface from damage during shipment and installation Contractor shall be responsible for epoxy repairs to areas of metal exposed by damage
F Control Wiring 1 Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible 2 Where more than one 1 wire
is placed in a trench the wiring shall be taped together at intervals of ten 10 feet 3 An expansion curl shall be provided within three 3 feet of each wire connection Expansion curl
at electric control valves shall be of sufficient length so that in case of repair the valve bonnet may be brought to the surface without disconnecting the control wires Control wires
shall be laid loosely in trench without stress or stretching of control wire conductors 4 All splices shall be be made with 3M DBY Connector Sealing packs Rainbird SnapTite wire connector
or approved equal Use on splice per connector sealing pack 5 Field splices between the automatic controller and electrical control valves will not be allowed without prior approval of
the City of Rosemead 6 Record locations of tracer wires and their termination points on record drawings G Backfilling 1 The trenches shall not be backfilled until all required tests
are performed Trenches shall be carefully backfilled with the excavated materials approved for backfilling consisting of earth loam sandy clay sand or other approved materials free from
large clods of earth or stones Backfill shall be mechanically compacted landscape areas to a dry density equal to adjacent undisturbed soil in planting areas Backfill will conform to
adjacent grades without dips sunken areas humps or other surface irregularities TP36
2 A fine granular material backfill will be initially placed on all lines No foreign matter larger than onehalf12inch in size will be permitted in the initial backfill 3 Flooding of
trenches will be permitted only with approval of the City of Rosemead 4 If settlement occurs and subsequent adjustments in pipe valves tubing lawn or planting or other construction are
necessary the Contractor shall make all required adjustments without cost to the City of Rosemead H Valve Boxes 1 Install all buried valves and equipment in the specified box 2 Fill
area under box with a minimum of 3 cubic feet of34 inch gravel for remote control valves and two cubic feet for gate valves and quick coupling valves before box is installed 3 Attach
identification tags to each remote control valve showing number that corresponds with controller sequence Tags shall be manufactured of polyurethane Behr Desopaid yellow in color with
black letters 234inches by 214inches 4 Brand sequence number of each valve in minimum 2 inch high numerals numerals into box top 5 Install valve boxes in shrub areas unless otherwise
approved When grouped together allow at least twelve 12 inches between
valves Install each remote control valve in a separate valve box 6 Install valve boxes square to one another and to edges of adjacent hardscape unless otherwise approved by City of Rosemead
7 Set boxes flush with finish grade including sloped areas Compact all soil within 12 inches of the perimeter of box by water settlement as indicated in trench repair section of this
specification Position boxes per construction detail 34 FIELD QUALITY CONTROL A Hydrostatic Test 1 Request the presence of the Owner andor Landscape Architect at least forty eight 48
hours in advance of testing TP37
2 Testing to be accomplished at the expense of the Contractor and in the presence of the Owner 3 Center load piping with small amount of backfill to prevent arching or slipping under
pressure 4 Apply a continuous and static water pressure of sixty 60 psi when welded plastic joints have cured at least twentyfour 24 hours and with the risers capped as follows a Main
lines and sub mains to be tested for one 1 hour b Lateral lines to be tested for one 1 hour 5 Repair leaks resulting from tests 6 The lines shall then be retested until satisfactory
B Final Observation Prior to Acceptance 1 Operate each system in its entirety for the City of Rosemead at time of final observation Any items deemed unacceptable by the City of Rosemead
due to noncompliance with the specifications and drawings shall be corrected to the complete satisfaction of the City of Rosemead 2 Operate automatic controller rain sensor at conclusion
of maintenance period to confirm proper operation 3 Evidence must be shown to the City of Rosemead that City of Rosemead has received all required irrigation equipment charts record
drawings etc as noted herein before final observation can occur C Conclusion of Maintenance Period 1 At end of maintenance period submit written confirmation to City of Rosemead that
the system is operating properly as per final acceptance and note any changesadjustments made during maintenance period Based on this City of Rosemead may request additional site review
35 MAINTENANCE A The entire irrigation system shall be operated automatically for a period of seven days prior to any planting TP38
B The City of Rosemead reserves the right to waive or shorten the operation period C After maintenance period demonstrate in presence of the City of Rosemead that the system is in proper
operating order 36 CLEANUP A Cleanup shall be made as each portion of work progresses Refuse and excess dirt shall be removed from the site all walks and paving shall be swept or washed
down and any damage sustained on the work of others shall be repaired to original conditions 37 EMERGENCY REPAIRS A The City of Rosemead reserves the right to make temporary repairs
as necessary to keep equipment in operating condition without voiding the Csontractor guarantee bond nor relieving the Contractor of his responsibilities during the bonding period 38
OPERATING INSTRUCTIONS A Contractor to train the City of Rsosemead maintenance personnel in proper operation of all major equipment Provide written confirmation of the pserson so trained
to the City of Rosemead 39 SERVICESDATA TO BE PROVIDED BY THE CONTRACTOR A Rain sensor data B Training of City of Rsosemead personnel in proper operation of all major equipment 310 OBSERVATION
SCHEDULE A Contractor shall be responsible for notifying the City of Rosemead in advance for the time indicated 1 PreJob Conference 7 days 2 Pressure supply line installing and testing
48 hours 3 Automatic controller installation 48 hours 4 Control wire installation 48 hours TP39
5 Lateral line and irrigation installation 48 hours 6 Final inspection 7 days B When observations have been conducted by other than the City of Rosemead show evidence in writing of when
and by whom those observations were made C No site observations will commence without asbuilt drawings In the event the Contractor calls for a site visit without asbuilt drawings without
completing previously noted corrections or without preparing the system for said visit he shall be responsible for reimbursing the City of Rosemead at his current billing rates per hour
portal to portal plus transportation costs for inconvenience No further site visits will be scheduled until this charge has been paid and received END OF SECTION 02810 SECTION 02900
PART 1 GENERAL 1 DESCRIPTION A The work includes all services labor materials transportation and equipment necessary to provide landscaping as indicated on the Drawings and as specified
12 RELATED WORK IN OTHER SECTIONS A Section 02230 Site Clearing B Section 02810 Landscape Irrigation C Section 02920 Landscape Maintenance 13 SUBMITTALS A Approvals TP40
1 Provide written evidence that landscape irrigation system has been inspected and approved prior to start of any work of this section 2 Agronomic Soil Report a After completion of the
grading operations and prior to soil preparation the Contractor shall at his expense obtain a soils test report from an approved professional agronomic soils testing laboratory b Contractor
shall at his expense obtain a soil tests report for imported topsoil from an approved professional agronomic soils testing laboratory and obtain approval by the City of Rosemead prior
to on site delivery C Contractor shall submit the name address and phone number of the consulting soil testing laboratory for approval prior to obtaining services d The approved soil
testing laboratory report shall indicate soil analysis for plant growth suitability and recommendations for soil preparation in all planting areas and soil mix for backfill of planting
container material e The recommendations of the agronomic soil report shall take precedence over the quantities of soil amendments and material mix specified in the backfill mix and
only when those specifications exceed the minimum requirements specified herein f Contractor shall submit one 1 copy of the agronomic soil report to the City of Rosemead and shall not
begin any landscape planting work until the report has been evaluated and approved by the City of Rosemead g Contract price adjustments if required due to the above shall be made by
unit price or change order B Certificates Prior to construction written certifications and invoices listing the source of the supplier and quantities of each shall be submitted to the
City of Rosemead for the following 1 Commercial fertilizer or organic fertilizer 2 Wood shavings or fir bark TP41
3 Herbicide 4 Soil conditioner fertilizer type 5 Plant Materials Invoices to include a Botanic scientific name and Common name and variety and cultivar if specified b Plant size flat
gallon 24 box etc and quantity delivered C Nursery provider location and phone number d Date of delivery and signature for receipt of plants as listed 6 Top Soil 7 Pre emergent 14 GUARANTEES
AND REPLACEMENTS A Plant Materials Shrubs vines and groundcovers shall be guaranteed to remain healthy and vigorously growing for ninety 90 days B Trees All trees that have been supplied
and installed under this Contract shall be guaranteed to live in a healthy condition for a period of one 1 year from date of final acceptance of project C Plant Replacement Plants found
to be dead or not in a vigorous condition or if root balls have been damaged within the Installation Maintenance and Guarantee Periods shall be replaced within fourteen 14 days Contractor
shall include at his expense a timely written diagnosis of plant health by a certified Arborist should a dispute arise Asrborist report shall indicate reason for lack of vigor potential
remedies if any and estimate of time required to regain vigor and specified size D Plant Replacement Plants used for replacement shall be same kind and size as specified and shall be
furnished planted and fertilized as originally specified Cost of all repair work to existing improvements damaged during replacements shall be borne by the Contractor 15 SITE OBSERVATION
AND INSPECTION TP42
A Written notice requesting an inspection shall be submitted to the City of Rosemead at least ten 10 days prior to the anticipated date B Site observation and inspection will be required
for the following parts of the work 1 Observation to be performed by the Landscape Architect or City of Rosemead upon the completion of grading prior to planting 2 Inspection to be performed
by the Landscape Architect or City of Rosemead for approval of all plant materials Contractor is to make every effort to install all plant materials within three 3 days of approval 3
Observation to be performed by the Landscape Architect or City of Rosemead when trees and shrubs are spotted in place for excavation but prior to planting 4 Observation to be performed
by the Landscape Architect or City of Rosemead after planting and all other indicated or specified work has been completed Acceptance and written approval shall establish the beginning
of the Maintenance Period a Contractor shall ensure that all landscape construction items are properly placed all plants are in place in a healthy condition areas are clean and free
of weeds and debris and entire area is in a neat condition prior to scheduling an inspection for beneficial occupancy at the beginning of the maintenance period and all subsequent inspections
5 Maintenance observation to be performed by the Landscape Architect or City of Rosemead after thirty 30 days 6 Final observation and approval to be performed by the Landscape Architect
or City of Rosemead at the completion of the ninety 90 day Maintenance Period The establishment of the beginning date for the one 1 year guarantee of all trees shall begin upon approval
of final completion by the Landscape Architect or the City of Rosemead C Upon completion of the Final Observation and the work of this section the Contractor will be notified in writing
1 whether the work is a2cceptable of any requirements necessary for completion and acceptance D Contractor shall be on the site at the time of each observation TP43
16 SEQUENCING AND SCHEDULING Coordinate the work of this Section with installation of underground irrigation system utilities piping and watering heads 17 GENERAL REQUIREMENTS A The
term Planting Area shall mean all areas to be planted with trees and vines B All other areas in which asphalt has been removed and that are cleared and grubbed but are not to be planted
will require Class A Top Soil backfill and preemergent application These areas do not require additional soil amendments C Actual planting shall be performed during those periods when
weather and soil conditions are suitable in accordance with locally accepted horticultural practice D All rock and other growth or debris accumulated during the duration of the project
shall be removed from the site E Prior to excavation for planting or placing of plant materials locate all underground utility lines still in use and take proper precautions to avoid
damage to such improvements In the event of a conflict between such lines and plant locations notify the City of Rosemead who shall arrange for the relocation of one or the other The
Contractor assumes all responsibility for making any and all repairs for damages from work as herein specified at no additional expense to the City of Rosemead F Grading and soil preparation
work shall be performed only during the period when beneficial and optimum results may be obtained If the moisture content of the soil should reach such a level that working it would
destroy soil structure spreading grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be
obtained G All scaled dimensions are approximate Before proceeding with any work carefully check and verify all dimensions and immediately inform the City of Rosemead of any discrepancy
between the drawings andor specifications and actual conditions H Quantities for plant materials are shown for convenience only and not guaranteed Check and verify count and supply sufficient
number number to fulfill intent of drawings Notify the City of Rosemead of discrepancies between quantities and symbols shown prior to installation TP44
I Adequately stake barricade and protect all irrigation equipment manholes utility lines and other existing property during all phases of the soil amending and grading operation J Tree
Selection 1 The Contractor shall immediately remove from the site any trees not approved after the City of Rosemead has seen them The trees are to be replaced with plants deemed suitable
by the City of Rosemead at the Csontractor expense 2 The Contractor at his option and expense can retain the services of the City of Rosemead to review trees 15 gallon or larger tagged
at the nursery andor at its place of growth or submit color photographs of trees for approval 3 The City of Rosemead shall have the right to inspect and reject unsatisfactory or defective
plant material at any time during the progress of the work K Vine Selection 1 Inspection is required upon delivery to site All plants 15 gallons or smaller are to be inspected and approved
at the project site Plants that are 15 gallons or larger should follow the criteria set forth under Tree Selection 2 The Contractor shall immediately remove from the site any plants
not approved after the City of Rosemead has seen them The plants are to be replaced with plants deemed suitable by the City of Rosemead at the Csontractor expense 3 The City of Rosemead
shall have the right to inspect and reject unsatisfactory or defective plant material at any time during the progress of the work L Rejection and Substitution All plants not conforming
to the requirements herein specified shall be considered defective and such plants whether in place or not shall be marked as rejected and be immediately removed from the site of the
work and replaced with acceptable plant materials The plant materials shall meet all applicable inspections required by law All plants shall be of the species variety size age flower
color and condition as specified herein andor as indicated on the Drawings Under no condition will there be any substitution of plant species variety or reduced sizes for those listed
on the accompanying Drawings except with the written consent of the City of Rosemead TP45
M All utilities water and electricity used during the installation of the landscaping and irrigation systems for this project shall be paid for by the City of Rosemead During the ninety
90 day Maintenance Period the City of Rosemead will be responsible for the payment of the utilities to maintain landscaping 18 INVOICING OF PLANT MATERIAL AND SOIL PREPARATION AND SOIL
PREPARATION CONFORMANCE TEST A After installation of plant materials but prior to the premaintenance inspection the City of Rosemead with the heretofore specified signed copies of the
required certificates trip slips and invoices for the plant materials and related items shall invoice such material comparing the total area andor the amounts specified If the minimum
amounts have not been furnished the City of Rosemead will require the installation of additional materials to fulfill the minimum requirements specified B Upon delivery of materials
andor completion of all soil conditioning and grading but prior to initiating planting operations the the City of Rosemead with the heretofore specified signed copies of required certificates
trip slips and invoices for soil preparation materials shall invoice such material comparing the total quantities of each material furnished against the total area to each operation
If the minimum rates of application have not been met the Contractor will be required to distribute additional quantities of these materials to fulfill the minimum application requirements
specified 21 GENERAL A Refer to Planting Notes on 0L13 for general requirements 2 MATERIALS A PLANTING BACKFILL 1 Imported Class A Topsoil Fertile agricultural sandy loam typical for
locality capable of sustaining vigorous plant growth taken from drained site free of subsoil clay rocks impurities plants weeds and roots minimum pH value of 54 and maximum 65 per soils
test Supply topsoil for all backfill mixes for plants to bring finished grades to 2 inches below tops of curbs sidewalks and driveways Topsoil shall not be used for planting operations
while in a muddy condition 2 Soil Amendment and Fertilizer TP46
a All planting areas shall receive the following amendments per 1000 sq ft of surface area i 150 lbs of GroPower 531 or equal no known equal as reviewed by the City of Rosemead ii iii
3 cu Yards of nitrogen stabilized fine grade Fir bark or Redwood shavings containing 1 nitrogen added to each lb of shavings iv 8 lbs of GroPower Controlled Release 1288 or equal no
known equal as reviewed by the City of Rosemead B STAKING MATERIALS 1 Tree Staking Stakes shall be of lodgepole pine These shall be straight shafts shaved and cut clean and bare of branches
stubs and bark of uniform thickness between 2 and 2 z inches in diameter free of loose knots splits or bends Stakes shall be no less than eight feet in length for 5 gallon trees and
ten feet in length for 10 gallon trees or larger Stakes are to be completely treated with copper napthenate Stakes shall be conically pointed at one end with 10 long taper point and
chamfered at the other end 2 Tree ties shall be Wonder Tree Ties or approved equal as reviewed by the City of Rosemead Wonder Tree Ties 151 9th Avenue Unit U City of Industry CA 91746
818 3363512 C PLANT MATERIALS 1 Nomenclature The scientific and common names of plants herein specified conform to Standard Plant Names established by the American Joint Committee on
Horticultural Nomenclature Names not listed therein follow established nursery lexicon See list of plant material on Drawings 2 All material provided shall be well branched and proportioned
with respect to widthheight relationship 3 Labeling Materials shall be clearly labeled as to species and variety All patented plants cultivar shall be delivered with a proper plant patent
attached 4 Quality and size of all plants shall meet American Nursery Standards They shall be vigorous of normal growth not deformed free from TP47
disease insects insect eggs and meet or exceed the measurements specified Tree trunks shall be sturdy and well hardened off self supporting Plants will be free of abrasions knots injuries
or disfigurations Plants shall have well developed branch systems vigorous and fibrous root systems and no signs of being root or container bound 5 Container stock 1 gal 5 gal 15 gal
boxes shall have grown in containers for at least six 6 months but not over two 2 years No container plants that have cracked or broken balls of earth when taken from the container shall
be planted except upon special approval No trees with damaged roots or broken balls shall be planted 6 Pruning shall not be done prior to delivery except by written approval by the City
of Rosemead 7 Inspection of plant materials required by City County or State authorities shall be a responsibility of the Contractor and where necessary the Contractor shall have secured
permits or certificates prior to delivery of plants to site Nurseries in which the plants have been grown shall be inspected by the State Department of Agriculture 8 Protection Plants
shall be handled stored and maintained to prevent drying out wind burn wilting or root or stem damage Evidence of these conditions will be grounds for plant replacement Contractor may
opt to provide temporary protection for plants from seasonal conditions such as shade cloth during warm weather 9 Plants shall be subject to inspection and approval or rejection at the
project site at any time before or during the progress of work for size variety condition latent defects and injuries Rejected plants shall be removed from the project site immediately
10 Substitutions will not be permitted except that if proof is submitted that any plant specified is not obtainable a proposal will be considered for use of the nearest equivalent size
or variety and cost All substitutions subject to City of Rsosemead written approval 11 Quantities shall be furnished as needed to complete work as shown on Drawings 12 The City of Rosemead
reserves the right to inspect root condition of any species particularly those grown from seed and if found defective to reject the plants represented by the defective sample 13 Identify
plant species or varieties correctly on legible weatherproof TP48
labels attached securely to the job site There shall be a minimum of one labeled plant for each five plants in a lot 14 Groundcover plants shall be healthy vigorous rooted cuttings grown
in flats until transplanting 15 Planting Tablets Planting tablets shall be GroPower Planting Tablets or equal no known equal as reviewed by the City of Rosemead 16 Pre emergence herbicide
shall be Eptam Ronstar or equal 17 Weed contact spray shall be Phytar 560 Broadside RoundUp or equal D BARK MULCH All shrub and groundcover areas shall be covered with medium 12 to 1
z sized pieces fir bark 1 inch minimum depth as designated on plans Fir bark shall be screened bark Mulch shall contain no Eucalyptus Mulch is to be 2 away from tree trunk or shrub base
PART 3 EXECUTION 31 PREPARATION A Beginning of installation indicates Contractors acceptance of existing conditions B Clearing and Grubbing See Demolition Notes on Sheet 0L1 for chemical
treatment RoundUp or approved equal prior to plant removal Prior to tillage operations vegetation growth shall be grubbed raked and cleared from the site The ground surface shall be
cleared of material which might hinder grading tillage planting and maintenance operations and be disposed of off the site C A minimum of 12 of existing soil will be removed in all planting
areas at the Csontractor expense and be replaced with imported Class A top soil Soils report recommendations will supersede soil conditioning guidelines given here 32 SOIL CONDITIONING
FERTILIZING AND ROTOTILLING A Grade shall ensure positive drainage of site directing surface drainage toward curbs gutters swales and drains away from building foundations free of irregularities
and depressions at a minimum of 2 The soil amendments specified below are required prior to construction TP49
B Thoroughly moisten soil and grade all planting areas to within onetenth of a foot of finished grades prior to incorporating soil conditioner and amendment The rates of soil conditioning
and amendment materials are listed in the materials section and shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of 12 inches by rototilling
a minimum of 2 alternating passes this is to be used as a basis for bidding and may be modified based on soil tests C Soil Preparation Procedure for all Landscaped Areas 1 After landscape
areas have been graded compacted and sloped to drain Contractor shall accept the areas for landscape soil preparation 2 Areas that have not been graded and will be planted shall be thoroughly
irrigated for a minimum of two weeks or until weeds germinate and vigorous weed growth is evident Apply contact herbicide per manufacturers specifications Repeat process if required
by City of Rosemead until weed kill is achieved 3 All areas shall be deep ripped to a depth of 12 inches and all vegetation not shown to remain stumps roots and stones 1 inch or larger
in diameter shall be removed from the top 8 inches of soil The thoroughness of rock removal shall be approved by the City of Rosemead prior to incorporation of amendments Adequate replacement
soil shall be imported to equal volume of rock removed See Topsoil Guidelines 4 Grades Planting areas which have been soil conditioned andor graded shall be maintained in a true and
even condition prior to planting Contractor shall include repairs to previously graded areas if disruption of these areas should occur prior to end of Maintenance Period 5 Settling of
Soil When grading deep ripping topsoiling addition of soil conditioning and tilling have been accomplished areas shall be compacted and settled by heavy irrigation to a minimum depth
of 12 inches without causing erosion or sloughing of soils 6 Final Grading of Planting Areas Planting areas shall be free of rocks larger than 1 inch with no more than 5 by volume of
rocks smaller than 1 inch All depressions voids erosion settled trenches and excavations shall be filled with amended soil andor removed by the Contractor leaving a smooth even finish
grade Final grade shall be established to the following directives a Drainage away from walls shall be maintained TP50
b Grades shall be 2 inches below adjacent paved areas and sidewalks and flush with valve boxes mowing strips cleanouts drains manholes etc and shall have a minimum slope of 1 to drains
C No planting shall be installed until approval has been given by the City of Rosemead 7 Care shall be taken that the rate of application of water does not cause erosion or sloughing
of soils 8 All depressions voids erosion scars and settled trenches generated by the deep watering shall be filled with conditioned topsoil and brought to finish grade 3 FINISH GRADING
A Finish grades shall be at2 away from the wall B Molding and rounding of the grades shall be provided at all changes in slope Blend slope into level areas C All undulations and irregularities
in the planting surfaces resulting from tillage rototilling and all other operations shall be leveled and floated out before planting operations are initiated D The Contractor shall
take every precaution to protect and avoid damage to sprinkler heads irrigation lines and other underground utilities during his grading and conditioning operations E Final finish grades
shall insure positive drainage of the site with all surface drainage away from buildings walls and toward roadways drains and catch basins F Final grades shall be acceptable to the City
of Rosemead before planting operations will be allowed to begin G Planting surfaces shall be graded with no less than two 2 percent surface slope for positive drainage 34 PLANTING A
The layout of locations for plants and outlines of groundcover to be planted shall be approved on the site by the City of Rosemead or Landscape Architect prior to planting All such locations
shall be checked for possible interference TP51
with existing underground piping prior to excavation of holes If underground construction or utility lines are encountered in the excavation of planting areas other locations for the
planting may be selected by the City of Rosemead Damage to existing utilities shall be the responsibility of the Contractor 1 The layout planting stakingguying and tying of trees will
occur first The planting of shrubs vines and ground cover will follow consecutively 2 Locate the planting pit using one 1 of the following methods a Place 1 x 3 x 30 wood stake at the
location shown on the plans Write botanical name and size of container on stake b Place plant container at location shown on the plans B Planting Trees and Shrubs 1 All excavated holes
shall have vertical sides with roughened surfaces and shall be two 2 times wider than the width of the plant ball and be as deep as indicated on drawings Vertical sides and bottom of
the plant pit shall be scored to loosen soil and to eliminate glazed pit walls Holes shall be in all cases large enough to permit handling and planting without injury or breakage of
root balls or roots 2 Excavation shall include the stripping and staking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds Protect
all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its reuse for the filling of holes pits and beds 3 Plants shall not be allowed to dry out
before or while being planted Keep exposed roots moist by means of wet sawdust peat moss or burlap at all times during planting operations do not expose to the air except while being
placed in the ground Wilted plants whether in place or not will not be accepted and shall be replaced at the Csontractor expense 4 Remove nursery stakes and ties from all container stock
Maintain side growth on all trees 5 Loosen roots and soil at edges of root ball of plant being installed and mix with native soil 6 Excess soil generated from the planting holes shall
be spread on the TP52
site as directed by the City of Rosemead 7 All used cans shall be removed to the storage area or from the site daily 8 The plants shall be planted at approved locations with the heretofore
specified conditioner and soil planting backfill 9 The plants shall be placed in the planting pits on the
backfill material which has been hand tamped and water settled to the root ball base levels prior to the placement of the plants After setting the plants the remaining backfill material
shall be carefully tamped and settled around each root ball to fill all voids 10 Each tree and shrub shall be placed in the center of the hole and shall be set plumb and held rigidly
in position until the planting back fill has been tamped from around each root ball 11 All plants shall be set at such a level that after settling they bear the same relationship to
the surrounding finish grades as they bore to the soil line grade in the container unless otherwise noted 12 GroPower planting tablets shall be placed in each planting hole at the following
ratesOne 17 gram tablet per liner and flat size plant Two 27 gram tablets per gallon container Five 57 gram tablets per 5 gallon container Ten 10 7gram tablets per 15 gallon container
Fourteen 147 gram tablets per 24 box and larger 13 No plant will be accepted if the root ball is broken or cracked either before during or after the process of installation 14 All plants
shall be thoroughly watered into the full depth of each planting hole immediately after planting 15 All trees shall be staked with two wood stakes driven into the ground Nursery stakes
provided at time of delivery shall be removed prior to restaking The stakes shall be driven in plumb and secure Special care shall be taken that the driving in of the stakes does not
damage the tree root ball Tree ties shall be fastened to each tree and stake by looping figure eights with the inside diameter of the tie at two or three times the diameter of the tree
and by tacking the back of the tie to the stake See Detailed Drawings TP53
16 The staking method shall be accomplished in such a manner as to insure the proper and healthy growth and the safety of the plants property and public 17 The Contractor shall be responsible
for all surface and subsurface drainage required which may affect his guarantee of the trees shrubs and vines 18 Pruning after planting shall be required on all trees and shrubs only
when necessary to provide the specified or approved standard shapes form andor sizes characteristic to each plant Pruning may include thinning topping andor cutting and shall be under
the direction of the City of Rosemead Cuts over 34 inch in diameter shall be painted with an approved tree sealant 19 All trees 24 inches box and larger shall be spotted in place prior
to digging of the hole 20 Install vines as per plans and details Remove existing nursery stakes and ties after planting 35 WATERING A Apply water to all planted areas and plants during
operations and thereafter until acceptance of work B All plantings which cannot be watered efficiently with the existing water system shall be watered by means of a hose C Immediately
after planting apply water to each tree shrub and vine by means of a hose Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated
from the bottom of the planting pit to finish grade D Following the planting of ground cover each plant shall be immediately and thoroughly watered by means of a hose with a slow running
stream of water E Apply water in sufficient quantities and as often as seasonal conditions require to keep the ground moist at all times well below the root system of groundcover and
all other planting Exercise care to prevent overwatering flooding or excessive runoff 36 MAINTENANCE A The entire project shall be cared for to the satisfaction of the City of Rosemead
in such a manner as to present a neat and clean condition at all TP54
times B The maintenance period begins on the first day after final completion on all landscape work on this project is complete checked accepted and written approval from the City of
Rosemead is given to begin the Maintenance Period and shall continue thereafter for no less than ninety 90 contiguous days C Regular planting maintenance operations shall begin immediately
after each plant is planted Plants shall be kept in a healthy growing condition and in a visually pleasing appearance by watering pruning mowing rolling trimming edging fertilizing restaking
pest and disease controlling spraying weeding cleaning up and any other necessary operation of maintenance Landscape areas shall be kept free of weeds noxious grass and all other undesired
vegetative growth and debris All plants found to be dead or in an impaired condition shall be replaced within fourteen 14 days Maintenance operations shall also include 1 Filling and
replanting of any low areas which may cause standing water 2 Adjusting of irrigation system 3 Filling and recompaction of eroded areas 4 Weekly removal of trash litter clippings and
foreign debris D The Contract completion date of the Contract Maintenance Period will be extended when in the opinion of the City of Rosemead improper maintenance andor possible poor
or unhealthy condition of planted material is evident at the termination of the scheduled Maintenance Period The Contractor shall be responsible for additional maintenance of the work
until all of the work is completed and acceptable at no additional cost to the City of Rosemead E When in the opinion of the City of Rsosemead Representative improper maintenance possible
poor or unhealthy condition of plant materials or when maintenance work is not being performed the Contractor shall be responsible for additional maintenance of the work until all of
the work is completed and acceptable at no additional cost to the City of Rosemead F Upon completion of all planting operations apply preemergent weed control over entire site planted
area and bare soil to be covered by 1 layer of mulch in accordance with manufacturers recommendations G Prior to completion of the 90 day maintenance period cultivate all ground cover
and shrub areas and provide an additional application of preemergent TP55
herbicide in accordance with manufacturers recommendations H During the maintenance period the contractor is required to apply fertilizer to all planted areas at a time specified by
the City of Rosemead every 30 days after the beginning of the maintenance period Fertilizer application shall be performed in the presence of the City of Rosemead a Apply soil conditioner
fertilizer GroPower 531 at the rate of 25 lbs per 1000 sq ft uniformly over all shrub and ground cover areas b Apply soil conditioner fertilizer GroPower controlled release 128 8 at
the rate of 20 lbs per 1000 sq ft uniformly over all lawn areas I Replacements Immediately replace any and all plant materials which for any reason dies is unhealthy or is damaged Any
trees or other plant materials that die back and lose the form and size as originally specified shall be replaced even though they have taken root and are growing after the die back
Replacement shall be made with plants as indicated or specified for the original planting All replacement of plant material shall be at the expense of the Contractor J Repair Damage
to planting areas shall be replaced and repaired immediately K Depressions caused by erosion vehicles bicycles or foot traffic to be filled with topsoil and leveled Reseed damage done
to lawn areas L Exterminate gophers and moles and repair damage as approved by City of Rosemead M Herbicides fungicides insecticides baits and other chemicals shall be used in strict
accordance with manufacturers recommendations and regulatory agencies N The Contractor will be relieved of maintenance work when the final 90 calendar day plant establishment work has
been satisfactorily completed If maintenance is unsatisfactory Contractor shall maintain work beyond the 90 calendar day period until all planting is in a healthy thriving condition
as determined by the City of Rosemead Final acceptance of landscape work will relieve Contractor from maintaining all planting 37 CLEAN UP A As project progresses Contractor shall maintain
all areas in a neat manner and remove unsightly debris as necessary After completion of project Contractor shall remove all debris and containers used in accomplishing work TP56
The Contractor shall sweep and clean all sidewalks asphalt and concrete areas adjacent to plantings END OF SECTION 02900 SECTION 02920 i 1914fWC117I4 1 SUMMARY A The work includes all
materials labor services transportation and equipment necessary to perform the work as described in this specification section 12 RELATED WORK IN OTHER SECTIONS A Section 02230 Site
Clearing B Section 02810 Landscape Irrigation C Section 02900 Landscaping PART 2 PRODUCTS NOT USED PART 3 EXECUTION 31 MAINTENANCE A All work shall be continuously maintained in all
areas within the limit of work during the progress of the job the 90 day maintenance period and until the final acceptance of the work TP57
B The ninety 90 day plant maintenance period shall not commence until written notice of approval of landscape and irrigation installation see Landscape Irrigation Section 02810 has been
received from the City of Rsosemead Representative C Provide the following during the final ninety 90 calendar day maintenance periodAll plants and planted areas shall be kept watered
2 Weeds Dallis Johnson Kikuyu Nut and Bermuda Grass shall be removed 3 The entire project shall be so cared for that a neat and clean condition will be presented at all times to the
satisfaction of the City of Rosemead and City of Rsosemead Representative D General Weeding See Planting notes on Contract Documents for preemergent application 2 Weeding Program The
Contractor shall be responsible for providing a continuous weeding program for all project areas Weeding shall be done on a weekly basis and shall include any undesirable or misplaced
plant 3 Vines Weeds shall be removed from beds regularly no less than once a week chemically or manually Bermuda grass and other noxious weeds shall not be allowed to become established
E Insect Disease and Pest Control The Contractor shall regularly inspect all landscaped areas for presence of disease insect or rodent infestation The Contractor shall advise the City
of Rosemead within four 4 days if disease insect or rodent infestation is found he shall identify the disease insect or rodent and specify control measures to be taken using legally
approved materials and methods Upon written approval of the City of Rsosemead Representative the Contractor shall implement the approved control measures exercising extreme caution in
the application of all spray material dusts or other materials utilized The use of any chemicals for insect and disease control shall be done by a state licensed pest control operator
who shall follow all guidelines governing his license Extreme caution shall be used when spraying insecticides and fungicides Only spray when there is no wind City of Rsosemead Representative
approval must be obtained prior to spraying any insecticides or fungicides All chemicals shall be used only in the manner approved by state and county agencies TP58
Approved control measures shall be continued until the disease insect or rodent is controlled to the satisfaction of the City of Rosemead The Contractor shall utilize all safeguards
necessary during disease insect or rodent control operations to ensure safety of the public and the employees of the Contractor F Staking and Guying Tree stakes ties and guys shall be
checked to prevent bark wounds caused by abrasion and corrected as needed Ties shall be adjusted to prevent girdling When trees attain a trunk caliper of approximately 4 consider removing
stakes and guys based on the following guidelines The tree must retain its upright position and this position must be held regardless of moisture content of the soil Before any stakes
are removed remove tree ties and allow the tree to remain without support for a period of time to observe structural stability of the tree Remove tree stakes only when tree has been
proven to be structurally stable Any restaking shall be done with originally specified materials Guying will over time stretch or loosen Adjust as needed to retain a taut position until
such time when guying is removed Any tree that is damaged due to improper staking or typing shall be replaced at the Csontractor expense G Plant Replacement Any tree and shrub that appears
to have more than one half12of its foliage in a declining state shall be brought to the City of Rsosemead attention immediately Check plant for over watering or drainage problems and
repair the problem prior to replacement Replacement plants shall be of a size condition and variety acceptable to the City of Rosemead The Contractor shall replace plant material at
no cost to the City of Rosemead and subject to acceptance by the City of Rosemead Plants that show signs of failure to grow at any time during the maintenance and guarantee period or
those plants so injured or damaged as to render them unsuitable for the purpose intended shall be replaced immediately at the expense of the Contractor 2 Any trees shrubs or grass that
die or lose form and size as originally specified shall be replaced even though they have taken root and are growing after dieback or loss of form and size H Vine Care All vines shall
be checked weekly for any breakage or damage special watering needs etc and treated as necessary All undesirable conditions shall be eliminated as per accepted landscape maintenance
practices All shrubs shall be maintained in a healthy vigorous condition Remove all spent flowers flower spikes and remove all leaves and debris from plant areas daily Hose off all plant
material monthly to remove accumulated dirt and soot TP59
Pruning Pruning shall be performed as a continuous ongoing operation not allowing plants to develop stray undesirable growth and shall be done under the direction of a certified Arborist
Trimming pruning thinning and training are functions to be done at any time at the instruction of the City of Rosemead as deemed necessary to maintain a pleasing appearance Accomplish
pruning by removing woody stems from inside shrubs on an asneeded basis as directed by the Arborist Excessive pruning or stubbing back will not be permitted Shrubs should never be topped
unless specifically directed by the Arborist or the City of Rsosemead representative Where trees and shrubs occur in close proximity to walks or parked cars prune to allow movement without
interference from branches and foliage Any pruning not directly related to creating accessible paths for pedestrians or cars shall not commence until written approval is given by the
City of Rosemead a Shrub Pruners Shrubs shall be pruned and thinned using hand held shrub pruners Hedge shears and clippers shall not be used Irrigation Systems Care Irrigation Repair
and Operation a Systems Components Damage Irrigation system components damaged as a result of Csontractor neglect shall be repaired or replaced by the Contractor at no cost to the City
of Rosemead Normal wear and tear of systems accidental breakage by others or socalled acts of God are conditions under which the Contractor is not directly responsible and repairs shall
be paid for by the City of Rosemead The Contractor shall notify the City of Rsosemead Representative the same day of discovery of damage to irrigation system components caused by acts
of God that do not result from the performance of the work by the Contractor Upon receipt of the City of Rosemead Rsepresentative written authorization the Contractor shall repair said
damage as soon as possible and submit a change order related to the cost of said work to the City of Rsosemead Representative Failure to report any damages will constitute Contractor
making repairs at his own expense Any replacement of irrigation system components under this subparagraph 1 shall be original equipment types Any substitutions for replacement equipment
shall be approved in writing from the City of Rosemead TP60
Replacement includes but is not limited to irrigation system laterals piping irrigation mains pressure lines control valves controllers irrigation tubing valve covers boxes and lids
including electrical pull boxes and lids valve sleeves quick couplers and hose bibs C Automatic Irrigation System Failure Irrigation shall be done by the use of automatic irrigation
systems where available and operable however failure of the existing irrigation system to provide full and proper coverage shall not relieve the Contractor of the responsibility to provide
adequate irrigation with full and proper coverage to all areas in the work site d Property Damage Any damages to property resulting from excessive irrigation water or irrigation water
runoff due to the Csontractor negligence shall be charged to the Contractor e Controller and Valve Boxes The Contractor shall keep controller and valve boxes clear of solids and debris
and maintain the irrigation system including the replacement repair adjustment raise or lower straighten and any other operation required for the continued proper operation of the system
from the water meter throughout the work site Immediately after planting apply water to each tree and vine by means of a hose in a moderate stream in the planting hole until the material
around the roots is completely saturated from the bottom of the hole to the top of the ground g Following the planting of ground cover each plant shall be immediately and thoroughly
watered by means of a hose with a slow stream of running water h Apply water in sufficient quantities and as often as seasonal conditions require to keep the ground wet but not soaking
at all times well below the root systems of the plants and grass 2 System Monitoring a Contractor Monitoring The Contractor shall inspect the irrigation system for broken and clogged
heads malfunctioning or leaking valves or any other condition which hampers the correct operation of the system Authorization must be obtained from the City of Rosemead before proceeding
with work not covered under normal maintenance work The malfunctioning sprinkler system landscape area shall be irrigated by a portable TP61
irrigation method until all authorized repairs have been completed to the City of Rsosemead satisfaction Each system shall be checked daily and all necessary adjustments made to heads
which throw onto roadways walks windows or out of intended area of coverage The Contractor shall clean and adjust sprinkler heads as needed for proper coverage Each system shall be individually
operated and observed on a regular basis b Suspension of Irrigation Operation The Contractor shall turn off irrigation systems during periods of rainfall and times when suspension of
irrigation is desirable to conserve water while remaining within guidelines of good horticultural acceptable maintenance practices C System Operation Knowledge One maintenance person
shall have the responsibility of operating and knowing the irrigation systems adjust controllers observe the effectiveness of the irrigation systems and making minor adjustments and
repairs to systems CoverageApplication Rate Generally watering shall be done at night between the hours of 0102AMand 060AMunless otherwise directed by the City of Rosemead The Contractor
shall operate systems and irrigation as seasonal conditions require During extremely hot weather extended holiday periods and during or following breakdown of systems the Contractor
shall provide adequate personnel and materials as required to adequately water all landscaped areas When breakdowns or malfunctions exist the Contractor shall water manually by whatever
means necessary to maintain all plant material in a healthy condition 4 Tests The Contractor shall test the soil and ground cover areas and around trees and shrubs monthly or as necessary
with soil probes to determine that the proper amount of water is being applied at all times This information shall be used to adjust watering times on the controller and supplemental
hand or deep watering as necessary Soil Probe The Contractor shall make the soil probe available at all walkthrough inspections 5 Sub Surface Irrigation Areas irrigated by sub surface
irrigation will be adequate moisture within the root zone to promote proper plant growth 6 Maintenance Work not Included TP62
a Backflow Prevention Device Testing certification and service of the backflow prevention shall be done by the Contractor and it shall be the Csontractor responsibility to notify the
City of Rsosemead Representative should a malfunction occur Grades Damage to planting areas through any of the following shall be replaced or repaired immediately by refilling with topsoil
and leveling Depressions caused by vehicles bicycles or foot traffic 2 Damage caused by gophers and moles 3 Erosion due to irrigation runoff 4 Unnatural soil settling 5 Excessive soil
compaction K Hardscape Care Sweeping Vacuuming and Blowing off Hardscape All concrete work shall be swept vacuumed or blown off once a week This work shall be coordinated with mowing
or other maintenance work in the area All gutters within the maintenance area shall be kept clean of grass clippings and miscellaneous trash 2 All concrete work shall be kept free of
dirt leaves and other debris from the maintenance by or visiting the site Debris shall be collected on a daily basis In general all areas shall be policed once daily All paper trash
etc shall be disposed of offsite 3 Hosing off Concrete Option In general all concrete work shall be hosed off once a month in place of sweeping or blowing as described above This work
should be scheduled to coincide with mowing or other maintenance work in the area L The Contractor shall be on site once weekly for a minimum of four 4 hours M The Contractor is to work
closely with the City of Rsosemead maintenance division and establish a weekly meeting with the City of Rsosemead maintenance crew N The Contractor shall replace all annual color as
necessary during the maintenance period O The Contractor shall remove dead flower buds TP63
P The Contractor may be relieved of the maintenance work when the final 90 calendar day plant establishment work has been satisfactorily completed Q Extension of Maintenance Period Continue
the maintenance period at no additional cost to the City of Rosemead until previously noted deficiencies have been correctedEND OF SECTION 02920 TP64
i
10 0 MONUMENT COVER SEE PAGE 2 OF 2 CONCRETE PAVEMENT PUCE ASPHALTIC 1 MIN2 MAX EXISTING ASPHALTIC CONCRETE PAVEMENT WHERE APPLICABLE 80 GALVANIZED SLEEVELONG SEE NOTES c NOTES 1 IN
CASES WHERE THE CONTRACTOR IS UNABLE TO PLACE THE MONUMENT SUCH AS CONFLICTS WITH UNDERGROUND UTILITIES THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOP REVIEW CONFIRMATION AND APPROVAL
OF THE DELETION 2 NOTIFY USA TO MARK UTILITIES 48 HOURS PRIOR TO EXCAVATION 3 PAVEMENT SHALL BE CORE DRILLED WITH AN 180 DIAMOND BIT JACK HAMMERING OF PAVEMENT WILL NOT BE PERMITTED
4 3 0 DOMED CONCRETE MARKER BERNTSEN C35D OR APPROVED EQUAL 80 GALVANIZED SLEEVE 80 SCH 40 PVC PIPE AND 100 MONUMENT COVER SHALL BE SUPPLIED BY THE CONTRACTOR 80 SCH 40 PVC PIPE12 LONG
SEE NOTES 3 7z G DOMED CONCRE71E MARKER SEE PAGE 2 OF 2 PC 560C3250 EXIST NATIVE SOIL REMOVE LOOSE MATERIAL AND HAND TAMP 6 SURVEY WELL MONUMENT COVERS SHALL BE ADJUSTED FLUSH TO NEW
FINISHED PAVEMENT SURFACE 7 CITY OF ROSEMEAD SURVEY SECTION SHALL BE NOTIFIED FIVE 5 WORKING DAYS PRIOR TO CONTRACTOR INSTALLING SURVEY WELL MONUMENT S AFTER CONTRACTOR HAS INSTALLED
SURVEY WELL MONUMENT CITY OF ROSEMEAD SURVEY SECTION WILL COMPLETE CHISEL PUNCHING THE DOMED CONCRETE MARKER 5 3016 DOMED CONCRETE MARKER SHALL BE SETADJUSTED WITH A TOLERANCE OF OFF
THE CENTERLINE POINT
MONUMENT COVER DOMED CONCRETE MARKER OF R a P@BUC WORKS MONU MENT z O R F GNEERNG y DoTKS ENO Let Relief J 10 3 TS 1 5 LIP G1 9 1 BERNTSEN C35D 3rz DOMED CONCRETE MARKER ALUMINUM OR
APPROVED EQUAL ELREITNTG MUST BE THE SAME IN FONT AND SIZE ARRANGEMENT MUST BE AS SHOWN 3 MARKERS OTHER THAN BERNTSEN ARE SUBJECT TO APPROVAL BY THE CITY SeCllon AA ENGINEER
CONVENTIONAL SYMBOLS FOR EXISTING TOPOGRAPHY EXISTING WR 33 CURB AND GUTTER GUTTER PAVEMENT PCC C SIDEWALK AC 7 7 n ACCESS RAMP L BENCH MARK BUILDING E DEAD MAN DRIVEWAY FENCE GATE xxlx
FIRE HYDRANT O GUARDRAIL EcTr GUY POLE e MANHOLE PIPE PROPERTY LINE RAILROAD RETAINING WALL RETAINING WALL WITH x x n x FENCE ON TOP TYPE OF PROTECTION RR XING PROTECTION SHRUB SIGN
1 POST SIGN 2 POSTSTANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION I PROMULGATED BY THE PMBLIG WORKS BTAHGARG81 INC GREENBG GINAMITEE TOPOGRAPHY SYMBOLS 1001 REV189114883
EXISTING PROPOSED SIGNAL CONTROL BOX SIGNAL FLASHING TRAFFIC cr LOOP SMALL STREAM OR DITCH SPRINKLER HEAD STREET LIGHT TREE PALM OAK OTHER 0 UTILITY POLE VALVE b VAULT 0 WALL BRICK BLOCK
CONCRETE STONE WELL FWD STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN TOPOGRAPHY SY OL 1001 SHEET 2 OF 2
mm mm mm nm mm mm ir O FIRE HYDRANT SEE NOTE 4 o VENTS AND POLES 0 3t STREET LIGHTS o PEDESTAL STANDARD PLA FOR PUBLIC PUBIR WOORN9bATN Z MC A yEGROUWAVORKUS TICL1 TOIESN ST AN 1ANDARD
PL GREEN80 MMITIEE LCw 11 I w PA V 1 RH 1996 2009 yr naiinenwrei cuccT nc n dt 00 o m Co o 00 d N Dc N7 N
NOTES 1 NO ABOVEGROUND UTILITIES ARE ALLOWED IN CONCRETE SIDEWALKS LESS THAN 6 1800 mm WIDE 2 WHEN SIDEWALK IS 6 1800 mm WIDE OR MORE ABOVE GROUND UTILITIES ARE ALLOWED AT LOCATIONS
NOTED ON PLAN 3 IN THE RETURN AND SIDEWALK TRANSITION AREAS ONLY UTILITIES CONSISTING OF STREET LIGHTS TRAFFIC SIGNALS AND FIRE HYDRANTS ARE ALLOWED 4 FIRE HYDRANTS SHALL NOT BE PLACED
AT THE SAME CURB RETURN OCCUPIED BY A STREET LIGHT 5 PEDESTALS SHALL BE PLACED AT INCONSPICUOUS LOCATIONS 6 IN THE ABSENCE OF CURBS THE FACE OF ALL ABOVE GROUND STRUCTURES SHALL BE LOCATED
A MINIMUM OF 10 3000 mm AWAY FROM THE TRAVELED WAY ON ALL RURAL HIGHWAYS AND 6 1800 mm ON RESIDENTIAL STREETS
8 4 1200 mm MIN Y rXl W XI A TYPE A 0 4 1200 mm MIN Y INTEGRAL CU 4 1200 MIN Y GRADEIBREAKS T W T X A TYPE B EGRADE BREAK a TYPE C 4 1200 mm MIN y 27 1 25 mm CF SECTION AA CURB FACE
inches mm GRADE BREAKS Y inches mm STR R w0OOmf 900 40 1 200T 7 175 X inches mm 6 150 or less 30 36 1050 49 1425 8 200 40 1200 58 1700 9 225 46 1350 66 1950 10 250 50 1500 73 2175 11
275 56 1650 80 2400 12 300 or more 60 1800 89 2625 NOTES 1 RESIDENTIAL DRIVEWAYS SHALL BE 4 100 mm THICK PCC 2 COMMERCIAL DRIVEWAYS SHALL BE 6 150 mm THICK PCC 3 WEAKENED PLANE JOINTS
SHALL BE INSTALLED AT BOTH SIDES OF A DRIVEWAY AND AT 10 30 m INTERVALS 4 CURB FOR TYPE C DRIVEWAY SHALL BE INTEGRAL AND MATCH ADJACENT CONSTRUCTION 5 REFER TO LOCAL DEVELOPMENT REGULATIONS
FOR AMERICANS WITH DISABILITIES ACCESS REQUIREMENTS AND MAXIMUM PERMITTED DRIVEWAY WIDTHS I STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION I MOMULGAT BY ZE DRIVEWAY PUBLIC WORKS STANOAft05
INC GREENBOOK COMMITTEE 1210 APPROACHES 1984 RV 1998 2009
3 1 915 mm ox NOTE 2 SHEET 10 CURB I X I I X CURB FACE 220 mm x A TYPE 1 MIN 1 MIN 810 TYPE 2 CASE A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULOAM BY THE PUBLIC
WORKS 9TMlAR05 INC CURB RAMP I ORE 808 CEWMI A URB R1M 94 1992 i C REV 1998 2000 2005 2009 USE WITH STANDARD 77pEclFicAnoNs FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R R x GRADE BREAK
y NOTE 8 I x 10 1 3 3SHEET v NOTE 2 SHEET 10 a N a s 83333 CURB X CURB FACE x4 4 220 mm 410 AORB SEE SHEET 7 THIS SECTION
o E 4 1220 mm E 3 915 mm MIN 3Y x PLANTING CL AREA s CURB CURB FACE WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP USE CASE A TYPE 6 z E E 4 0 B 3 N to TYPE 3 BCR BREAK a 3 6 NOTEs2
q PLANTING a AREA S5 t1 0 2 CURB titi GOJQQ CURB FACE Q F 5 WHERE PLANTING AREA IS ADJACENT TO THE CURB RAMP USE CASE A TYPE 6 TYPE 4 CASE A mmm mm MIN NOTE sq NOTE 2
MIN Z NOTE 2 SHEET 10 833 NIa 833 GRA 3 N Q PLANTING AREA xl PLANT 4 CURB CURB FACE ix 1200 mm nk AORB SEE FIGURE 1 SHEET 8 THIS SECTION TYPE 5 PARKWAY 3 915 0E BREAK NXQ VG AREA R W
2MAX z P 4 1220 mm 2 M 3 k915 mm MIN 0 R e Ixa NOTE 2 cuccr n PLANTING AREA CURB F IF PLANTING AREA IS NOT ADJACENT TO SIDE FLARE USE X PER TABLE 2 FOR THAT FLARE e 5 5 TYPE 6 CASE A
TE 2 IEET 10 ZX 3 915 mm ZX R NLZZ NL112 NL1YY R NOX 8 10 ACE I X I I SHEET r TT i9
0 SKEW ANGLE a 4 SKEW ANGLE a45 1220 m NOTE 2 OFFSET b0 UNLESS OTHERWISE SHEET 10 NOTED ON PLANS X1 OFFSET b CURB F CASE C Z EE Y93 N LL SEE DETAIL NOTE 8 aan A B C OR D SHEET 10 b x
A i3S8i3ii A 4 Q 3 NO 2 SHEET 10 5 MAX Y 3 915 mm PLANTING MIN a AREA REGRADE X4 1220 mm Y IF ADJACENT TO CURB PLANTING AREA CURB FACE OTHEWISE SEE TABLE 1 TYPE 1 Y z 3 915 mm MIN I
EE SEE DETAIL A B C OR D E E A is A N m J 8337iiiii Y 3 Nia NOTE 8 SMAX 0 1XX SHEET 10 QasU CURB NOTE 2 CURB FACE SHEET 10 TYPE 2 CASE D
S a GRADE BREAK 4 1220 mm 3 915 mm MIN mtL t Q Ory E Q ZOR Q aOR B LESS MARKED S 7 MAX CROSSWALK y 4 1220 mm
3 915 mm M a PLANTING AREA NOTE 2 SHEET 10 CURB FACE CURB A R NOTE 8 SHEET 10 X4 1220 mm 4 X WHEN ADJACENT 1220 mm TO PLANTING AREA x MARKED CROSSWALK TYPE 1 S M II 0 S Z OR MAS 5MAX
MARKED C LES CROSSWALK NOTE 2 SHEET 10 ZX x Y x 3 915 mm s 3 3 I MIN m vQU N GRADE BREAK CURB X 4 X CURB FACE 220 mm NOTE 8 SHEET 10 C x V MARKED CROSSWALK TYPE 2 CASE E
SEE NOTE 6 FAKNIVAi SHEET 10 R Y 4 1220 mi SAE8 915 mm EXISTING ROUNDE TOP OF ROADWAY SEDGE RAMIZ 5kI iq MAX 27 MA SECTION BB SEE NOTE 6 SHEET tR0 PARKWAY EXISTING I Y ROADWAY Sy MAX
DEPRESS BACK OF WALK SEE DETAIL A B C OR D a2 MAX SHEET 10 A20 CURB AND GUTTER SECTION CC Z 4 DEPRESS BACK OF WALK SECTION RRT no ICCC K SECTION SS L JA20 CURB AND GUTTER SECTION AA
USE FIGURE 1 TO DETERMINE WHICH OF SECTIONS AA BB SEE NOTE 6 PARKWAY OR CC IS APPROPRIATE SHEET 10 Y 4 1220 mm ROUNDED TOP OF EXISTING ROADWAY EDGE l RAMP DEPRESS BACK OF WALK 5k SEE
DETAIL A B C OR D gM f2 AX SHEET 10 A20 CURB AND GUTTER
PARKWAY WIDTH FT m 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 12 15 18 21 24 2730 3 36 39 42 4548 51 5409 7 a0 E 2 07 3 WS 4 Uz 5 LL 67 DO 8 GO 9 Q 10 D 11 Oz 12 OR NORMAL CURB FACE
INCHES mm X FT mm SECTION YY Y FT mm 2 50 400 1200 MIN 163 790 3 75 400 1200 MIN 395 1185 4 100 400 1200 526 1580 5 125 500 1500 658 1975 6 150 600 1800 790 2370 7 175 700 2100 921 2765
8 200 080 2400 1503 3160 9 225 090 2700 1814 3555 10 250 010 3000 136 3950 11 275 0101 3300 1447 4340 12 300 0102 3600 1759 4735 SEE SHEET 9 FOR STREET SLOPE ADJUSTMENT FACTORS ALL STREETS
TABLE 1 X AND Y VALUES WHERE FIGURE 1 SHOWS USE OF SECTION BB FIGURE Z DIMENSION AS FOLLOWS W PARKWAY WIDTH L LANDING WIDTH 4 1220 mm TYP 3 915 mm MIN Z YLW x 0760 IF YL W THEN Z 0 TABLE
1 SHOWS X FOR A FLARE SLOPE OF833 AT THE CURB FACE IF L IS 4 1220 mm OR MORE X MAY BE MULTIPLIED BY0833 FOR A MAXIMUM FLARE SLOPE OF 10 AT THE CURB FACE TABLE 1 REFERENCE FORMULAS X
CF 8333 Y CF 8333 2 WALK CROSS SLOPE HUUKE 1 SECTION USAGE
4 1220 mm 91 mm MIN ZD GRADE BREAK S T M T CURB GUTTER I XDOWN T XUP 1I CURB FACE SLOPE S T 1220 mm TYPICAL CURB RAMP XDOWN X BACK OF WALK S GUTTER FLOW LINE SECTION TT SLOPED STREET
FOR SLOPED STREETS MULTIPLY THE DIMENSIONS PARALLEL TO THE STREET X AND Z UPSTREAM AND DOWNSTREAM OF THE RAMP BY THE FACTORS IN THE FOLLOWING TABLE FOR EXAMPLEXDOWN X xKDOWN S KDOWN
I KUP 0 1000 1000 02 0977 1025 05 0943 1064 1 0893 1136 2 0806 1316 3 0735 1563 47 0676 1923 5 0625 2500 TABLE 2 SLOPE ADJUSTMENTS TABLE 2 REFERENCE FORMULAS KDOWN 8333 8333 S KUP 8333
8333 S STREET SLOPE ADJUSTMENTS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111 CURB RAMP SHEET 9 OF 10
mm 12 305 mm E O O O O E 1m9m4 o 0 0 o E N O 0 0 0 090 N E OO o0 OO Qo 23 mm o v SINGLE I14 oO oO 0 00 PATTERN O TRUNCATED DOME mm 60 mm GROOVING DETAIL DETECTABLE WARNING DETAIL CONSTRUCT
FENCE OR HANDRAIL PER CONTRACT PLANS 16L5L0 mm IRFACE RETAINING CURB I PAVED SURFACE DETAIL B GRADED SLOPE 21 MAX UNPAVED SURFACE DETAIL C GENERAL NOTES 6150 mm RETAINING CURBS Il UNPAVED
SURFACE DETAIL D 1 CONCRETE SHALL BE CLASS 520C2500 310C17 CONFORMING TO SSPWC 20112AND SHALL BE 4 100 mm THICK 2 THE RAMP SHALL HAVE A 12 305 mm WIDE BORDER WITH 14 6 mm GROOVES APPROXIMATELY
34 19 mm OC SEE GROOVING DETAIL 3 THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE CONFORMING TO SSPWC 30319 4 USE DETAIL A OR B IF EXISTING SURFACE BEHIND LANDING IS
PAVED 5 USE DETAIL C OR D IF EXISTING SURFACE BEHIND LANDING IS UNPAVED 6 R 3 900 mm UNLESS OTHERWISE SHOWN ON PLAN 7 ANGLE 02 UNLESS OTHERWISE SHOWN ON PLAN 8 CONSTRUCT DETECTABLE WARNING
SURFACE PER DETAIL THIS SHEET MATERIALS SHALL BE PER CONTRACT DOCUMENTS DETAIL A
x t w q CURB RAMP 3 axw Q WPJ U EXP JT EXP JT BCR WPJ TREE WELL WPJ WPJ UTILITY POLE EXP JT EXP 1PJ CURB RAMP ECR U07 al Q 3 axw a IZ 3 3 ABBREVIATIONS WPJ WEAKENED PLANE JOINT BCR BEGINNING
OF CURB RETURN EXP JT EXPANSION JOINT ECR END OF CURB RETURN NOTES 1 WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE BCR AND ECR
IN CURB GUTTER AND SIDEWALK AND AROUND UTILITY POLES LOCATED IN SIDEWALK AREAS 2 WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR INTERVALS NOT EXCEEDING 10 3000 mm IN WALKS AND
20 6000 mm IN GUTTERS JOINTS IN CURB AND WALK SHALL BE ALIGNED 3 CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROM SIDEWALK OPERTY LINE L d W0Om a3 STANDARD PLANS FOR PUBLIC WORKS
CONSTRUCTION PROMULGAMD BY l E PUBGELIREENIBNOOKBCCOMMI 1964 REV 1996 2009 CURB A SIIDEWAALLKK JODIINNTt SJY I STANDARD PLAN USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 1
WALK OR FILLIN REPLACEMENT FOR EXCAVATIONS MADE PARALLEL TO CURB OR PROPERTY LINE WALK ADJACENT TO PROPERTY LINE WALK LESS THAN 5 1500 mm WIDE WALK 5 1500 mm WIDE OR MOREIF LESS THAN
30 PL PL 750 mm REPLACE WALK EXCAVATION REPLACE WALK SAWCUT ENTIRE WALK SAWCUT IF SCORELINE ENTIRE WALK C VAT REPLACE 30 EARTH OR CONCRETE FILLIN SAWCUT EARTH OR CONCRETE FILLIN 750
mm MIN UR IF SCORELINE CURB WALK ADJACENT TO CURB WALK LESS THAN 5 1500 mm WIDE WALK 5 1500 mm WIDE OR MOREREPLACE 30 EXCAVATION 750 mm MIN WALK EXCAVATION REPLACE WALK SAWCUTCUR IF
LESS THAN 30 ENTIRE WALK 750 mm REPLACE GUTTER GUTTER ENTIRE WALK FILLIN REPLACEMENT FILLIN LESS THAN 5 1500 mm WIDE FILLIN 5 1500 mm WIDE OR MORE WALK PL SAWCUT IF SCORELINE IF LESS
THAN 30 750 mm REPLACE FILLIN SAWCUT ENTIRE FILLIN EXCAVATION REPLACE 30 LLIN 750 mm MIN WALK OR FILLIN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB OR PROPERTY LINE WALK mm MIN FILLIN
THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS IF AN EXCAVATION FALLS WITHIN 30 750 mm OF OF AN EXPANSION JOINT CONSTRUCTION JOINT WEAKENED PLANE JOINT OR EDGE THE CONCRETE
SHALL BE REMOVED AND REPLACED TO THE JOINT OR EDGE IF AN EXCAVATION FALLS WITHIN 12 300 mm OF A SCORELINE THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE THE SCORELINE SHALL
BE SAWCUT BEFORE CONCRETE REMOVAL THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 30 750 mm STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE STANDARD PLAN PUBLIGCREENBOWSTAOEN
MDAMRDISI INC SIDEWALK DRIVEWAY REPLACEMENT I 113 1993 REV 1996 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
NOTES 1 CONCRETE WALK FILLIN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB
ON CURVES THE CUT SHALL BE RADIAL TO THE CURB 2 DRIVEWAY APRONS IN WHICH THE W DISTANCE IS LESS THAN 11 3300 mm SHALL BE REPLACED IN THEIR ENTIRETY IF CUT IN ANY AREA 3 DRIVEWAY APRONS
IN WHICH THE W DISTANCE IS 11 3300 mm OR MORE MAY BE CUT WITHIN THE W SECTION THE MINIMUM REPLACEMENT SHALL BE 30 750 mm IN LENGTH THE MINIMUM DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL
BE 14 4200 mm 4 DRIVEWAY APRONS IN WHICH THE W DISTANCE IS 11 3300 mm OR MORE MAY BE CUT IN THE XOR R SECTION REPLACEMENT SHALL BE THE ENTIRE XOR R SECTION 5 DRIVEWAY APRONS SHALL BE
REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF THE WALK EXCEPT WHERE WALK IS ADJACENT TO CURB REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK 6 WALK PORTIONS OF DRIVEWAYS
SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB 7 REPLACEMENT OF THE THE XOR R SECTION SHALL MATCH EXISTING CONSTRUCTION STANDARD PLANS FOR PUBLIC WORKS
CONSTRUCTION STANDARD PLAN 1132 SIDEWALK DRIVEWAY REPLACEMENT SHEET 2 OF 2
E z E Jm u 150 mm BATTER 312 LUEE A16150 AND A18200 WZ E Jmr 6 N j 150 mm BATTER 312 L LC SLOPE 20 LEVEL EE 0A36150 AND A38200 NOTES 1 THE LAST NUMBER IN THE DESIGNATION IS THE CURB
FACE CF HEIGHT INCHES mm 2 GUTTER WIDTH W IS 24 600 mm UNLESS OTHERWISE SPECIFIED 3 TYPES Al A2 A3 AND Cl SHALL BE CONSTRUCTED FROM PCC 4 TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT
CONCRETE 5 TYPE Cl CURB SHALL BE ANCHORED WITH STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER 6 ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A
12 15 mm RADIUS 1 2n5 wZJ 6 6 m mm MIN 150 mm D BATTER 312 I BOTH SIDES o 1D650l AND TIM D18 200 E E z Ln E 4 x 10 @4 OC co 13M x 250 mm 6 u @1200 mm OC 150 mm GROUTED IN PLACE N BATTER
312 LUi 3420 mm 3 75 mm jC16150 AND C18200 STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY l E STANDARD PLAN PUBLIC WORKS STANDARDS INC GU p py gy p 9y GREE COMMITTEE YLIGTlRi1
lR 1984 REV 1996 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF t A26150 AND A28200
E W E ZJmCC a 6 U 150 mm E U 77 E m E 0 TTER 812 B16150 U md 6 U 150 mm BATTER 812 UU SLOPE 83 E m LEVEL 1 B26150 25 mm EE J13t1lm 20LEVEL EE E v o E U B36150 25 NOTES 3420 mm R 50 mm
MIN 150 rr BATTER 812 BOTH SIDES LU D26150 1 THE LAST NUMBER IN THE DESIGNATION IS EE E THE CURB FACE CF HEIGHT INCHES mm E 6 U v 0 2 GUTTER WIDTH W IS 24 600 mm l mm UNLESS OTHERWISE
SPECIFIED N 34 3 TYPES Bt B2 B3 AND C2 SHALL BE CONSTRUCTED FROM PCC 4 TYPE D2 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE 3 75 mm 5 TYPE C2 CURB SHALL BE ANCHORED WITH j STEEL DOWELS
AS SHOWN OR WITH EPDXY APPROVED BY THE ENGINEER 6 ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 12 15 mm RADIUS C26150 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
z 4 x 10 4 OC CURB AND MGOUUTNTTAEBLREI Jm 13M x 250 mm 1200 mm OC GROUTED IN PLACE BATTER 812 20 mm PROMULGATED BY 1HE PUBLRIEENBOOK COMMTTEE INC 1884 REV 1888 2009 STANDARD PLAN 1221
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
STREET SLOPE LESS THAN 4 GUTTER TRANSITION RIDGE B x FLOW A w STR OR TINE FLOW g FLOW LINE 9 yHlyls 5 Y LINE m J 1984 00 mm T11B NORMAL CF E wo ECR 15500 I TYP ECR MINUS Y 50 mm E m
z EEo n E 0 of o 2 o Ea nz 600 m 0 mm n Zrc va z GUTTER GUTTER d az vT z W in I 4 XP JT EXP J TYPICAL CROSS GUTTER PLAN STREET SLOPE LESS THAN 4 LONGITUDINAL m ERC PROPERTY LINE LINE
PROPERTY LINE LLEVE r 8 II I II LEEL 200 mm TYPICAL CROSS GUTTER PLAN SECTION AA STREET SLOPE MORE THAN 4 mm E 900 mm ZE a E n N 0 mm LEVEL 210 SECTION BB SECTION CC STANDARD PLANS FOR
PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE STANDARD PLAN PU9LGREEN9OOKSCOMMIITTEE INC CRO AND LUTODINNGALI G S I iL REV 1998 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION SHEET 1 OF 2 STREET SLOPE 4 OR GREATER STREET CENTERLINESECTION DD
WEAKENED PLANE JOINT OR OPTIONAL CONTACT JOINT PER NOTES 1 2 AND 3 WEAKENED PLANE JOINTS PER NOTES i AND 2 I j JOINT NEEDED WHEN 0ECR A 46 14 m OR MORE m 5 1500 mm TYP CROSS GUTTER WEAKENED
PLANE JOINTS PER NOTES 1 AND 2 5 mm TYP GUTTER TYPICAL JOINT PLAN NOTES 1 WEAKENED PLANE ANDOR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT
PLAN HEREON 2 WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 112 40 mm DEEP SAW CUTS CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED 3 DOWELS FOR
CONTACT JOINTS SHALL BE 4 BARS 18 LONG 13M BARS 450 mm LONG 4 PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION 5 ALL EXPOSED
CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 12 15 mm RADIUS 6 CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SN C SS D
L GI INAL GUT
rr CONCRETE CURB AND GUTTER II I BCR II I B RIDGE 4E900 mm 900 mm 25 mm E a E E TT o o100 mm C SIX EQUALLY SPACED DOWELS FOR CONTACT JOINTS SECTION AA I SEE DETAILA II CONCRETE CURB
AND GUTTER 5 n o 900 E I m FL I EL A 34 E 5DETAIL A 15 mm 45 mm 15 mm CONCRETE CURB AND GUTTER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION MTPAUERLDOG lCmRROilSJSJ lG7VUEGTRftPA S9
STANDARD PLAN WORKS ST ND RD INC PUB11REEN600K5CCMMITI 1993 T INT gy9p 26p REV 1996 2009 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 W 0 T7 CONCRETE CURB
AND I III r o I I 500 mm EEA I 3 900 mm FLOW 3 RIME 900 mm I I WEAKENED PLANE A I OR CONTACT JOINT PLAN I Iii I SECTION BB
NOTES 1 WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 112 35 mm DEEP SAW CUTS CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED 2 DOWELS FOR CONTACT
JOINTS SHALL BE 4 BARS 18 LONG 13M BARS 450 mm LONG 3 ALL EXPOSED CORNERS SHALL BE ROUNDED WITH 12 15 mm RADIUS 4 CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED STANDARD
PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 1223 SHEET 2 OF 2 CROSS CUTTER AT
E A 837 15y A G to O a RIDGE 27 w0 1 Qm LOW LINE STANDARD APPROACH SEE NOTE 2 d2 SECTION AA R C O R FLOW LINE BC BLsw ANGLED APPROACH W ft 8 10 15 20 25 30 W mm 2400mm 3000mm 4500mm
6000mm 7500mm 9000mm J1 ft 033 042 063 083 104 125 MAX 100 mm 125 mm 188 mm 250 mm 313 mm 375 mm J2 ft 017 025 025 025 025 025 MIN 50 mm 75 mm 75 mm 75 mm 75 mm 75 mm NOTES 1 FOR CASE
A THE RADIUS OF THE CURB RETURN R IS EQUAL TO THE PARKWAY WIDTH 2 ALLEY INTERSECTION SHALL BE PCC CLASS 520C2500 310C17 6 150 mm THICK CURB SHALL BE INTERGRAL TYPE A 3 ASTERISKS SHOW
MAXIMUM GRADES STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGAl BY THE STANDARD PLAN PUBLIGC RENEBOEOSNTABNDOAR9DSINC ALLEY IISNNTEECRTSTEECIOTRIONN I 1G 9 REV 1996 2009 USE WITH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
AC P W2 L TYPICAL BUS PAD I SIDEWA AGNUDTTER SECTION AA dTPCC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY TiE I STANDARD PLAN PUBLIC WORKS TSDCAONMMDITAREE INC GREENBO
COMMITTEE CONCRETE US PAD I CURB AND GUTTER mlI M CURB FACE I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EDGE OF GUTTER I SEE NOTE 3 3 PCC ON CMB ZO SEE NOTE HQAW
13 1883 REV 1998 2009 SHEET 1 OF 2 W2 SEE NOTE 11 E EXISTING SIDEWALK E E E o E n 0 1 I ig s i mJFM ter NOTE 5 rim SECTI SEE NOTE 2 I W I z SECTION BB
W EE a EXISTING GUTTER H WIDTH OR E 2 600 mm W m 0012mm AC PAVEMENT D O SEE NOTE 6 pCC JOIN mrFa PCC EXST AC PVMT r r EXISTING CURB m m SEE NOTE 4 CMB CMB SECTION DD SECTION EE SEE NOTE
14 AC PVMT PCC r 1 TO 8 BATTER m CMB SECTION FF NOTES 1 DIMENSIONS UNLESS OTHERWISE SHOWN L 85 26 m T 8 200 mm W 10 3m 8 6150mm 2 USE SECTION B8 FOR EXISTING CURB AND GUTTER THAT IS
TO REMAIN USE SECTION CC FOR NEW CURB AND GUTTER USE SECTION DD FOR EXISTING CURB THAT IS TO REMAIN 1 USE SECTION EE FOR EXISTING AC PAVEMENT USE SECTION FF FOR NEW AC PAVEMENT 4 AT
LOCATIONS WHERE PCC PAVEMENT WILL ABUT EXISTING CONCRETE AN EPDXY APPROVED BY THE ENGINEER SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACES PRIOR TO CONCRETE PLACEMENT 5 IF 8 T IS
2 300 mm 12 CMB CHALL EXTEND UNDER NEW CURB AND GUTTER 6 CONSTRUCT ONGITUDINAL WEAKENED PLANE JOINT TO MATCH ADJOINING EXISTING GUTTER WIDTH OR 2 600 mm IF NO ADJOINING GUTTER EXISTS
7 USE 2x4 50x100 HEADER TO FORM 31290 mm STEP TOP OF HEADER SHALL BE SET TO LINE AND GRADE 8 ALL EXPOSED PCC CORNERS SHALL BE ROUNDED WITH A 12 15 m RADIUS 9 SURFACE OF CONCRETE SHALL
HAVE A ROUGH TRANSVERSE BROOM FINISH 10 WHERE DESIGNATED BY THE ENGINEER UNDESIRABLE SUBGRADE MATERIAL SHALL BE REMOVED AND REPLACED WITH CM8 11 WHERE NEW CURB AND GUTTER IS CONSTRUCTED
ADJACENT TO EXISTING SIDEWALK SIDEWALK SHALL BE REMOVED AND REPLACED TO NEAREST SCORELINE 12 CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT APPROX 10 3 m INTERVALS
13 CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT ALL EXISTING CURBCURB GUTTER CONSTRUCTION JOINTS AND WEAKENEDPLANE JOINTS 14 AT THE OPTION OF THE ENGINEER THE EXISTING
PAVEMENT MAY BE NEATLY SAWCUT AROUND THE FDOIMREMNSIOTNHSE OCFONTCHREETBEUSEDPGAEDS SAHNADLLCOBNECRREOTUENDPEODURWEIDTH DYAIR12ECTI 1U5SINmGmHREAEDXIUISSTING PAVEMENT AS A STANDARD PLANS
FOR PUBLIC WORKS CONSTRUCTION LNDARD PLAN C CR US PAD 31 EET 2 OF 2
1 lIPCC REMOVAL AND REPLACEMENT E z SAWCUT n I EXISTING I TRANSVERSE JOINT ULaoo I 3 900 mm L MIN SAWCUTS PERPENDIlULAR I TO EXISTING J01NTS1 EXIST PCC PAVEMENT V PLAN rU3V TRENCH WIDTH
wl I PCC 520A2500 310A17 BACKFILL REPLACEMENT SECTION T STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULCAM BY TIE z STANDARD PLAN JQ CONCRETE PAVEMENT LRACEEMEPNT I Q E 1893 REV
2005 2008 SHEET 1 OF 2 Z I cn m E V Z z EXCAVATION I cI z Ld n2 3 900 mm MIN mPlmUNsBCOUR COMMA INC 13 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
EXISTING AC PAVE FILL CASE I WITHOUT BASE TRENCH WIDTH EXISTING AC PAVE EXISTING BASE TRENCH WIDTH ACIPAVEMENT EXISTING AC PAV T T EXISTING PCC PAVEMENT C PCC PAVEMENT 520A2500 e a 310A17
C 1 mm K BACKFILL CASE III AC PVMT ON PCC PVMT STANDARD PLANS FORAAWORKS CONSTRUCTION PftOMULGAlEO BY 1HE ASPHALT L PA STANDARD PLAN PUSUC WORKS STANDARDS INC tl CR v A N GREENSOOK COMMITTEE
133 CA ENT 1993 RL PACEM GIY REV zao5 2O19 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I SHEET 1 OF 2 TIRENCH WIDTH CASE II WITH BASE
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