Specifications
CITY OF ROSEMEAD CALIFORNIA CONTRACT DOCUMENTS SPECIFICATIONS AND STANDARD DRAWINGS FOR SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 FISCAL YEAR 20112012 IN THE CITY OF ROSEMEAD PUBLIC WORKS
DEPARTMENT ENGINEERING DIVISION 8838 E VALLEY BOULEVARD ROSEMEAD CA 91770 TELEPHONE 626 5692152 FAX 626 3079218 SCHEDULED BID OPENING JUNE T2H0 2012
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 TABLE OF CONTENTS BIDDING DOCUMENTS 1 Notice Inviting Bids NIB1 NIB 2 2 Instructions to Bidders ITBA ITB10 3 Contract Bid Forms
CBF1 CBF11 CONTRACT AGREEMENT 1 Contract Agreement and Insurance Requirements 2 Performance Bond 3 Payment Bond CONTRACT APPENDIX Part A General Provisions 1 37 Part B Supplemental General
Conditions17 Part C Technical Provisions TP1 TP38 Part D Appendix A Sidewalk Locations
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 NOTICE INVITING BIDS
CITY OF ROSEMEAD NOTICE INVITING BIDS PROJECT No 201211 NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD California will receive sealed bids up to 130 colockmaon Wednesday the 20th day
of June 2012 and they will be publicly opened at0101amfor SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 The project consists in the installation of InRoad Pavement striping miscellaneous concrete
work and other related work as described in the Plans Specifications and Contract Documents by this reference made a part hereof The esngineer estimate for this project is050000 The
successful bidder shall have thirty 30 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
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 soinxtey 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 Any contract entered into pursuant
to this notice will incorporate the provisions of the State Labor Code Compliance with the prevailing rates of wage and apprenticeship employment standards established by the State Director
of Industrial Relations will be required Copies of prevailing wage rates are on file and are available for inspection in the office of the City Clerk 8838 East Valley Boulevard Rosemead
CA 91770 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 NIB 1
An award of service shall not be final until the bids have been reviewed and a Contract Agreement with the City has been signed by the lowest responsible bidder and by the City Award
of Service Agreement is proposed for June 26th 2012 Dated this 2012 GLORIA MOLLEDA CITY CLERK Publish June 7tn 14 2012 NIB 2
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 INSTRUCTION TO BIDDERS
TABLE OF CONTENTS 1 AVAILABILITY OF BID DOCUMENTS 2 EXAMINATION OF BID DOCUMENTS 3 INTERPRETATION OF BID DOCUMENTS 4 INSPECTION OF SITE PREBID CONFERENCE AND SITE WALK 5 ADDENDA 6 PREPARATION
OF BIDS 7 ALTERNATE BIDS 8 MODIFICATIONS OF BIDS 9 SIGNING OF BIDS 10 BID GUARANTEE BOND 11 SUBMISSION OF SEALED BIDS 12 DELIVERY AND OPENING OF BIDS 13 WITHDRAWAL OF BID 14 AWARD PROCESS
15 DESIGNATION OF SUBCONTRACTORS 16 LICENSING REQUIREMENTS 17 DISQUALIFICATION OF BIDDERS INTEREST IN MORE THAN ONE BID 18 INSURANCE REQUIREMENTS 19 REQUIRED BIDDER CERTIFICATIONS 20
BASIS OF AWARD BALANCED BIDS 21 FILING OF BID PROTESTS 22 PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS 23 EXPERIENCE AND TECHNICAL REQUIREMENTS 24 SALES AND OTHER APPLICABLE TAXES
PERMITS LICENSES AND FEES 25 EXECUTION OF CONTRACT 26 OWNER RIGHTS 27 BSIDDER RESPONSIVENESS 28 BSIDDER RESPONSIVENESS CHECKLIST 29 CONTRACT BID FORMS LISTS OF SUBCONTRACTORS 30 RESPONSIBILITY
CRITERIA Page11122233344555566666777888889 10 I
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 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 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 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 PartA General Conditions PartB Supplementary General Conditions Part C Technical Provisions Part D Appendix 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 5 ADDENDA 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 orthe 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 Bid Letter Failure to acknowledge receipt of all Addenda may cause its Bid to be deemed incomplete and nonresponsive 6 PREPARATION OF BIDS 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 ALTERNATE BIDS If alternate
bid items are called for in the Bid Documents the lowest bid will be determined ITB 2
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 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 Section791905 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 awarded the work but fails or refuses to timely enter into the Contract or to provide the Bonds and ITB 3
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 for SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 No consideration shall be given by the Owner to bid proposals received afterthe 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 Ownerwill 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 may be 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 OF BID Prior to the bid
opening date a Bid may be withdrawn by the Bidder by means of a written request EM
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 ten 10 Working 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 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 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 pursuantto 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 5Calendar 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 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 ITB 5
18 INSURANCE REQUIREMENTS Within the time specified in these Instructions to Bidders above Bidder shall provide the Owner with 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 currentAMBsest 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 only the 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 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 111II
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 sTuhreety 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 bythe 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 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 ITB 7
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 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 3
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 or the terms and conditions of the Contract will render the Bid nonresponsive and disqualify the Bidder from 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 percent05ofthe 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 otherthan the name and location of each subcontractor 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 Bidderwill 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
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 CONTRACT BID FORMS
SECTION 1 BID SCHEDULE CBF 0
BID SCHEDULE SCHEDULE OF PRICES FOR SAFE ROUTE TO SCHOOL PROJECT CBF 1 UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST 1 Clearing Grubbing per plans and LS 1 specifications
2 Traffic Signal Modification per LS 1 Plans and Specifications 3 Furnish and Install Solar InRoad EA 5 Pavement Lighting System Complete per Plans and Specifications 5 Locations with
a Total of 50 Inroad Pavement Lights 4 Furnish and Install Solar Speed EA 6 Feedback Sign System Complete per Plans and Specifications 5 Furnish and Install Signing and LS 1 Striping
per Plans and Specifications 6 Furnish and Install Pedestrian EA 128 Count Down Heads Complete per Plans and Specifications 7 Remove Existing and Install 4 SF 6525 Inches Thick PCC Sidewalk
per SPPWC Std Plan 1132 See Appendix A per Locations 8 Remove Existing and Install 6 LF 110 Inches PCC Curb and 24Inches PCC Gutter per SPPWC Std Plan 1202 9 Remove Existing and Install
8 LF 270 Inches PCC Curb and 24Inches PCC Gutter per SPPWC Std Plan 1202 10 Remove Existing and Install PCC SF 385 Cross Gutter per SPPWC Std Plan 12522 11 Install PCC Curb Ramp per
EA 3 SPPWC Std Plan 1411 12 Remove Existing and Install 6 SF 3579 Inches Thick AC Pavement C2 PG 6410 13 Adjust SewerStorm Drain EA 2 Manhole to Grade 14 Cold Mill 1 Inch Existing Pavement
SF 810
BIDDER TOTAL BASE BID PRICE SCHEDULE BID PRICE Dollar amount in written form Note The City of Rosemead reserves the right to reduce or increase the quantities of any items in the schedule
of bid items above within the limits define in Section 321 of the Standard Specifications to stay within the budgeted amount of this project 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 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 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 Ownerfor execution within five 5 Calendar Days following the Letter of Award for 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 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 responsive bidder CBF 2
time will begin to run ten 10 working days from the date of the Notice to Proceed 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 CBF 3
FBa By Signature Business Street Address Type or Print Name Title BsidderCsontractor State of Incorporation Partners or Joint Venturers Bsidder License Nsumber NOTES City State and Zip
Code Telephone Number 1 By its signature on this Bid the Bidder certifies under penalty of perjury the accuracyof 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 4
BIDDER SECTION 2 BID DATA FORMS CBF 5
BIDDER 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 are 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 SAFE ROUTE TO SCHOOL PROJECT 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 0 SEAL Surety Signature CBF 6
23 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 01000whichever 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 other than 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 dollars01000whichever 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 CBF 7
BIDDER 213 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 of Subcontractor Name Address Description of Work to be Subcontracted Name and Location of Subcontractor Name Address Description of Work
to be Subcontracted Name and Location of Subcontractor Name Address Description of Work to be Subcontracted Name and Location of Subcontractor Name Address Description of Work to be
Subcontracted CBF 8
20The following are the names addresses and telephone numbers for three public agencies forwhich BIDDER has performed similar work within the past two 2 years and Address of Owner Name
and telephone number of person familiar with project Contract amount Type of Work Date Completed Name and Address of Owner Name and telephone number of person familiar with project Contract
amount Type of Work Date Completed Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 4 Name and Address
of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed CBF 9
BIDDER SECTION 3 NON COLLUSION AFFIDAVIT CBF 10
BIDDER 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 Title Bidder Subscribed and sworn before me This day of 20 Seal Notary Public in and for the State of California
My Commission Expires CBF 11
CONTRACT BID FORMS TABLE OF CONTENTS SECTION BID SCHEDULE 1 SECTION2 BID DATA FORMS 5 2A BID BOND 6 213 LIST OF PROPOSED SUBCONTRACTORS 7 SECTION 3 NON COLLUSION AFFIDAVIT 10 CBF 12
111
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 CONTRACT AGREEMENT
CONTRACT AGREEMENT 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 familiarwith 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 for the 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 the term of this Agreement if necessary to complete the Services
insert Name of Company Page 2 of insert last page number of agreement 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 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
insert Name of Company Page 3 of insert last page number of agreement 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 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 agreement 3210 Safety 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
insert Name of Company Page 4 of insert last page number of agreement 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 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 Contractorwith 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 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 least thirty 30 days prior written notice shall be be given to the City and Contractor shall post acceptable replacement bonds at least ten 10 days prior
to expiration of the original
insert Name of Company Page 5 of insert last page number of agreement 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 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 currentMABsest rating no less thanAVIII and satisfactory to the City If a Californiaadmitted 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 under this Agreement at the 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
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
insert Name of Company Page 6 of insert last page number of agreement 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
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 underthis 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 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
insert Name of Company Page 7 of insert last page number of agreement 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 forty eight 48 hours after deposit in theUS 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 recover from 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 harmless from 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
insert Name of Company Page 8 of insert last page number of agreement 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 or volunteers 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 3512Construction References Captions Since the 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
insert Name of Company Page 9 of insert last page number of agreement 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 3515No 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 3517 Prohibited 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 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 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 programAffirmative
Action Plan or other related programs or guidelines currently in effect or hereinafter enacted 3519Labor 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 forWsorker Compensation or to undertake selfinsurance in accordance
with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services
insert Name of Company Page 10 of insert last page number of agreement 3520Authority to Enter Agreement Contractor has all requisite power and authority to conduct its business 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 0Il 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 Title 02108 Documentl
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 amendsupplement orendorse 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 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 any way 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 broad
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
02050self insured 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 less than per occurrence D1
insert Name of Company Page 2 of insert last page number of agreement 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 0100per 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 anAM Bests rating ofAorbetter and a minimum financial size Vll General conditions pertaining to provision of
insurance coverage by Consultant Consultant and City agree to the following with respect to insurance provided by Consultant 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 2 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 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 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 Uba
insert Name of Company Page 3 of insert last page number of agreement 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 elimination of the deductible or selfinsured retention substitution
of other coverage or other solutions 12 The City reserves the right at anytime 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 D3
insert Name of Company Page 4 of insert last page number of agreement 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 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 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 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 SectionM
insert Name of Company Page 5 of insert last page number of agreement 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
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 PERFORMANCE BOND
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 SAFE ROUTE TO SCHOOL PROJECT 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 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 PERFORMANCE BOND 1
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 or to the Work or to Specifications IN WITNESS WHEREOF we have hereto set our hands and seals this day on 120 PrincipalContractor
By President Surety M The rate of premium on this bond is AttorneyinFact The total amount of premium charged The above must be filled in by corporate surety perthousand PERFORMANCE BOND
2
STATE OF CALIFORNIA COUNTY OF On this personally appeared or proved to be on the subscribed to the ss day of in the year before me a Notary Public in and for said state known to me basis
of satisfactory evidence to be the person whose name is within instrument as the AttorneyinFact of the subscribed the name of the thereto and his own name as AttorneyinFact surety Notary
Public in and for said State SEAL My Commission expires surety and acknowledged to me that he PERFORMANCE BOND 3
CERTIFICATE AS TO CORPORATE PRINCIPAL named as principal to the certify that I am the Secretary of the corporation 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
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 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 SAFE ROUTE TO SCHOOL PROJECT 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 under the provisions of 3248 of the California Civil Code 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 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 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 PAYMENT BOND 1
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 or to 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 herebywaive 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 120 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 SEAL My Commission Expires Notary Public in and for said State PAYMENT BOND 3
CERTIFICATE AS TO CORPORATE PRINCIPAL I certify that I am the Secretary of the corporation named as principal in the attached 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 PAYMENT
BOND 4
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 PARTA GENERAL PROVISIONS
Standard Specifications The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction Greenbook 2012 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 2012 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 1 2 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 for the 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 pursuant to the authority
of Government Code Section 5830569 to be paid to the City or to be deducted from any payments due or to 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 including but not limited to any alternates selected by the City Project Site All of the
property andor 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 ratherthan 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 adjustments pursuant to Change Orders City to the Contractor for performance
sometimes referred to as the Contract I other Contract Documents the Contract form including authorized which is the total amount payable by the of the Work under the Contract Also rice
in in the Standard Specifications and END OF SECTION GENERAL PROVISIONS 3
SECTION 2 SCOPE AND CONTROL OF WORK The installation of a new striping speed signs Inroad flashing pavements miscellaneous concrete work 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 all of the terms and conditions of the contract Documents and shall obtain a written acknowledgment by the Bonding
Company that said Bonding Company therebywaives 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 Contractor until the Contractor provides the aforementioned Subcontractor bonds to the Contractor GENERAL PROVISIONS 4
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 Change Orders or Work Change Directives Agreement 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 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 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 Contractor shall GENERAL PROVISIONS 5
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 All survey monuments centerline ties and survey reference points
will be tied out in advance by the City Surveyor Temporary control shall be protected in place Any temporary control disturbs by the contractor shall be replaced at no additional compensation
City Surveyor will provide one set of temporary stakes for position of well monuments Contractor shall install well monuments Contractor shall coordinate with the City Surveyor for the
installation 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 210 AUTHORITY OF BOARD AND ENGINEER 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 2the 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 GENERAL PROVISIONS 7
enforce and make effective such decisions and actions as the Contractor fails to carry out promptly 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
that the 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 321of 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 under the 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 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 GENERAL PROVISIONS 11
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 24 percent includes bonding 2 Materials 15 percent 3 Equipment rental 15 percent 4 Other items and expenditures
15 percent 5 Subcontracts 1st tier o5nly percent 6 Lower tier subcontractors none To the sum of the costs and markups provided for in this subsection except for labor one percent shall
be added as compensation for bonding GENERAL PROVISIONS 12
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 requirements availability of required insurance
and otherfactors that could in anyway affectthe 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 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 under the 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 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 under the 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 to materials parts and equipment GENERAL PROVISIONS 14
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 over35 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 equipment or materials shall be on the Contractor The Contractor shall 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
GENERAL PROVISIONS 15
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 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 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
16
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 prior to 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 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
contractorstrenches 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 17
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 18
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 dates for 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 convenient to 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 theWork shall include but shall not be limited to the following 1 unsuitable weather or such other conditions that render
the proper prosecution of the Work impracticable or inefficient or2 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 Contractorfails or refuses to supply an adequate working force for any reason whatsoever including but not limited to strikes GENERAL PROVISIONS 19
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 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 6 carry 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 or force specified or intended by the terms of the Contact If the City determines that sufficient grounds
exist to terminate the Contract as 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 GENERAL PROVISIONS 20
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 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 GENERAL PROVISIONS 21
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 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 22
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 1 Powered Vehicles 2 Construction Equipment 3 Loading and
Unloading Vehicles 4 Domestic Power Tools END OF SECTION GENERAL PROVISIONS 23
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 offTiwvenety 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 eight8 hours in any calendar day or forty 40 hours in any one 1 calendarweek 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 five5 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 24
725 Non Discrimination 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 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 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 GENERAL PROVISIONS 25
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 or Control Structural BMPs 2 Constructionrelated materials wastes spills or
Site Constructi residues shall be retained at the project site to avoid Management on discharge to streets drainage facilities receiving Material and Materials waters or adjacent properties
by wind or runoff Waste Control Nonstorm water runoff from equipment and vehicle Management washing and any other activity shall be contained at the project sites 3 Erosion Erosion from
slopes and channels shall be controlled Erosion Control by implementing an effective combination of BMPs Control 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 Please refer to the California Stormwater Quality Asssociation
Construction Handbook available for free on their website cwabmwohwandbooks com GENERAL PROVISIONS 26
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 siinze 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 hftpswgcwworacwvbmcb4 The SWPPP shall include The name location period of construction and a brief description
of the project 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 GENERAL PROVISIONS 27
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 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 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 cwabmwphwandbookscom in conjunction with all activities and construction
operations GENERAL PROVISIONS 28
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 Handbooks may be obtained from California Stormwater Quality Association
Los Angeles County DPW PO Box 2313 Csashier Office Livermore CA 94551 900 South Fremont Avenue ccwabmopwhanmdbwooks Alhambra CA 91803 Tel No 626 4586959 D Implementation The Contractor
will be responsible throughout the duration of the project for the installation monitoring inspection and maintenance of the BMPs included in the SWPPP 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 preparedness to fully deploy these SWPPP 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 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 Contractor
fails to conform to the requirements of this section Water Pollution Control Unless otherwise directed by the City the Csontractor GENERAL PROVISIONS 29
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 incident to 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 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 GENERAL PROVISIONS 30
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 LARWQCB US
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 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 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 GENERAL PROVISIONS 31
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 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 SafetyOrders 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 maintain safety
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 exceeds 02050and
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 GENERAL PROVISIONS 32
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 prior to disturbance of any conditions notify
City of 1 any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I Class 11 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 different from 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 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 entirety to 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 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 alleged violation of any such GENERAL PROVISIONS 33
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 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 Contractorshall 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 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 GENERAL PROVISIONS 34
END OF SECTION GENERAL PROVISIONS 35
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 by the 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 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 theUSDepartment of Labor OSHA
GENERAL PROVISIONS 36
No 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 seg 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 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 Ownerfor 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 END OF SECTION GENERAL PROVISIONS 37
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 SUPPLEMENTAL GENERAL CONDITIONS
SUPPLEMENTARY GENERAL CONDITIONS 101 GENERAL 101 Description of Work The work consists in the installation of new InRoad Pavement Lighting striping and miscellaneous as indicated on
the plans and specifications complete 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 THIRTY 30 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 lCnspietcytor 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 104 CONSTRUCTION YARD 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 during the time which it is occupied The contractor agrees to indemnify
and hold harmless the City 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 tfwoeuntry 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 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 with the requirements specified herein below This submittal shall be made SUPPLEMENTARY GCs4
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 5 retention will be paid 35 days after City Csouncil acceptance 1011 SURVEY MONUMENTS See Section 29 Surveying of the General Provisions
Page 7 SUPPLEMENTARY GCs5
1012 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 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 1013 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 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 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 SUPPLEMENTARY GCs6
1014 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 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 GCs7
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT CYCLE 9 TECHNICAL PROVISIONS
SAFE ROUTE TO SCHOOL TECHNICAL SPECIFICATIONS 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 not to constitute a fire hazard nor become a nuisance or
danger due to rain wind or other forces of nature 102 Traffic Control Traffic control shall conform to the 2012 California Manual on Uniform Traffic Control Devices CA MUTCD for Streets
and Highways and California Supplemental latest edition A minimum of one 12foot wide lane in each direction shall be kept opened and maintained for public traffic at all times A minimum
of one 4foot wide pedestrian walkway shall be kept open and maintained to the satisfaction of the City Engineer at all times during construction Access to all local driveways shall be
maintained at all times A 48 hour advanced notification shall be provided to residents and business when working directly in front of the dsriveway Flashing arrow board signs shall be
used Battery or solar powered only The Contractor shall submit for review and approval by the City Engineer hisher proposed traffic control plan for the construction pshase The pslan
will show all signs delineators tapers arrow boards message boards dimensions etc that will be used for traffic control No construction will begin until the Csontractor traffic control
pslan have been approved Traffic control plans shall be prepared by a registered Traffic or Civil Engineer licensed in the State of California Three 3 sets shall be submitted to the
City Engineer for review at least two 2 weeks prior to the start of construction Payment for traffic control shall be part of the lump sum bid for Clearing and Grubbing Said payment
shall include full compensation for furnishing traffic control plans all labor materials tools equipment and incidentals and also for doing all work involved in providing traffic control
as specified in these special provisions and as directed by the City Engineer 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 TP1
the Engineer and shall be applied in the amounts and at locations designated by the Engineer or Csity representative 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 Excavations 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 is required to work around all existing utility facilities During sealing operations the Contractor shall cooperate with the owners of any utility
that has manholes vaults valve covers or any other facilities in the areas requiring sealing These facilities shall be completely protect with heavy plastic or other suitable material
and the material removed after the sealing operation is completed The Contractor shall exercise care to prevent slurry from being deposited on concrete surfaces and shall remove slurry
from surfaces not designated to be sealed Unless otherwise specified all costs for protection of existing improvements shall be absorbed in the various items of work No separate payment
will be made for them 105 Restoration of Existing Improvements Existing improvements such as sprinkler lines heads and valves that are removed or damaged shall be reconstructed in accordance
with the applicable provisions of the Standard Specifications for Public Works Construction latest Edition hereinafter referred to as the Standard Specifications All improvements including
but not limited to landscaping irrigation sidewalk cross gutter access ramp bus pad utility lateral striping curb and gutter etc which are removed or damaged by action of the Contractor
shall be replaced or restored to their original condition to the satisfaction of the City Engineer 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 additional cost
to the City clean up the work site and any and all properties used by the Contractor during construction to the satisfaction of the City Engineer The Contractor shall remove and dispose
of all excess materials The Contractor shall repair replace or restore to the satisfaction of the City Engineer all property of any type or nature which has been moved damaged or altered
in any way by Csontractor operations The Contractor shall return all roadway and adjoining TP2
surfaces to their original condition and appearance Contractor shall remove all construction marking on sidewalk and pavement road by pressure wash method to the satisfaction of the
City Engineer 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 by the Engineer shall be included in the prices bid for the traffic signal improvements 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 B Providing for traffic control and maintenance of access security and safety including all signs barricades
delineators arrow boards message boards flashing beacons covers plates and chain link fencing as specified elsewhere in these specifications C Protecting in place of existing pull boxes
water mains sewers 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 Protecting any existing raised markers valve covers manholes or any other miscellaneous improvements F Remove and replacerelocate improvements
pull boxes irrigation lines valves etc interfering with proposed construction G Coordinating the construction with all utility companies H Maintain portable toilet at site for csontractor
personnel 1 Preparation of traffic control plans J Removals of all construction markings by pressure wash method K Backfill landscape areas with suitable materials T3r
L Remove replace and relocate cast iron drain pipe at Dorothy Street choker M Replace in kind any irrigation or landscape affected by this improvement N Remove adjust to grade and replace
if necessary any utility pull boxes water meter gas valve water valve electrical meter etc affected by this improvement 202 Payment No separate payment will be made for Clearing and
Grubbing All costs for furnishing all labor materials tools dump fees and incidentals and doing all the work involved as specified herein and as directed by the Engineer shall be included
in the lump sum price under Bid Item No 1 SECTION 3 TRAFFIC SIGNAL EQUIPMENT AND APPURTENANCES 301 General Traffic signal safety light system and detectors shall conform to the applicable
requirements of Section 306 Underground Conduit Construction and Section 307 Street Lighting and Traffic Signals of the Standard Specifications and Section 86 Signals Lighting and Electrical
Systems of the Caltrans Standard Specifications and as shown on the Plans and these Specifications The materials furnished and used shall be new except as may be provided elsewhere in
the specifications or indicated on the plans The materials shall be manufactured handled and used in a workmanlike manner to insure completed work in accordance with the plans and specifications
Contractor must provide a msanufacturer purchase invoice and cut sheets for all the equipment for this project within ten 10 working days after the date of the Notice to Proceed All
incidental parts which are not shown on the Plans or in these Specifications and which are necessary to complete or modify the existing systems shall be furnished and installed as though
such parts were shown on the Plans or specified herein All systems shall be in satisfactory operation at the time of completion of work 302 Warranties Guaranties and Instruction Sheets
The Contractor shall guarantee the entire work construction under this contract and will fully meet all requirements as to the quality of workmanship and materials furnished The Contractor
shall make at his own expense any repairs or replacement made necessary from defects in workmanship or materials furnished by him that becomes evident within one 1 year after filing
the Notice of Completion of the work to restore to full compliance with the requirements of these Specifications any part of the work which during the one 1 year period is found to be
defective with respect to any provision of the Plans and Specifications The Contractor shall make all repairs and replacements promptly upon receipt of written orders from the Engineer
If the Contractor fails to make the repairs and replacements promptly the City TP4
may elect to do the work and the Contractor and his surety shall be liable to the City for the cost of repairs Whenever any work or equipment is to be guaranteed or maintained by a manufacture
supplier or subcontractor the Contractor shall maintain said obligation All guarantees and warrantees shall be in writing and be delivered to the Engineer by the Contractor prior to
the final acceptance of the work 303 Foundations Foundations for electroliers standards posts cabinets and pedestals shall conform to the applicable provision in Section 86203 Foundations
of the Standard Specifications and these Provisions Portland cement concrete shall conform to Section 9010 Minor Concrete of the Standard Specifications and shall contain not less than
564 pounds per square yard of cement per unless authorized by the Engineer 304 Standards Pedestals and Posts Standards steels pedestals and posts shall conform to the provisions in Section
86204 Standard Steel Pedestals and Posts of the Standard Specifications the Standard Plans and these Provisions The City Engineer shall approve the location of all standards in the field
Standards pedestals and posts shall be installed with 36 minimum clearance to face of curb or edge of shoulder unless otherwise directed by the City Engineer Signal standard and mast
arms shall be the designed per dimensions noted on the plans and Standard Plans Slipfit mast arms truss arms and tie rods shall not be used with mast arm installation unless otherwise
shown on the construction plans In addition to identifying each pole shaft as detailed on Standard Plan ES6S the Contractor shall also identify mast arm for both signals and luminaries
The standard metal identification tag shall be located on the mast arm near the connection plate Plumbing of the standards shall be accomplished by adjusting the nuts on the anchor bolts
before the foundation cap is placed Shims or other similar devices for plumbing the standard or raking will not be permitted After plumbing the standard anchor bolts shall be cut off0250
above the nuts and the exposed surface shall be repaired by thoroughly wire brushing the damaged areas and removing all loose and cracked coating after which the cleaned area shall be
painted Painting shall conform to Section 86216 Painting of the Standard Specifications The Contractor shall pot hole location area where new standard is to be installed per the approved
location of the City Engineer 305 Conduit Conduit shall conform to the provisions of Section 86205 Conduit of the Standard Specifications except as amended herein TP5
Traffic signal conduit shall be as follows unless otherwise indicated 2 from any Pole to Pull box 3 for all others 2 3 from Home Run Pull box to Controller All new conduit shall be rigid
metal Non metallic type conduit and fittings shall not be used unless specifically noted on the construction plans The Contractor shall pot hole location area where new conduit is to
be installed per the approved location of the City Engineer Duct sealant satisfactory to the Engineer shall be applied around underground conduit terminating inside the traffic controller
cabinet at the point where the conduit enters the cabinet to prevent moisture intrusion Existing conduit not reused may be abandoned in place 306 Pull Boxes Pull boxes shall conform
to the provisions in Section 86206 Pull Boxes of the Standard Specifications and these Provisions except as amended herein Plastic pull boxes shall not be used The pull boxes shown on
the plans are to be installed as a minimum The Contractor may at no additional cost to the City install additional or larger pull boxes to facilitate the Csontractor work with the approval
of the City Engineer Pull boxes shall be No 6 unless noted otherwise on the construction plans Pull box lids shall specify TRAFFIC SIGNAL on top of each Pull box extensions shall not
be required unless specified by the City Engineer All pull boxes shall be new Pull boxes shall not be installed in any part of a driveway wheelchair access ramp or other traveled way
307 Conductors and Wiring Conductors and wiring shall conform to the provisions in Section 86208 Conductors and Section 86209 Wiring of the Standard Specifications and these Provisions
excepts as amended herein All wiring shall be performed in the presence of the Csity representative Neutral and ground shall be No 10 AWG copper A minimum of 3 of slack shall be provided
for each conductor in each pull box TP6
Contractor shall remove all existing conductors and DLC cables and install new 3 conductor cable 3CSC and 12 conductor cable 12CSC throughout the traffic signal modification the Contractor
shall a Pull new conductors into the conduit as a unit b No splicing of conductor cable shall be allowed c No looping of phase wires between poles shall be allowed No splices shall be
made in conduits Colorcoding for conductors to pedestrian signals shall be black for pedestrian phases 2 and 6 orange for pedestrian 4 and 8 yellow for psedestrian phases 1 and 5 violet
for pedestrian phases 3 and 7 A red stripe conductor is to be added for DtonWalk and a green stripe conductor for Walk indications 308 Bonding and Grounding Bonding and Grounding shall
conform to the provisions in Section 86210 Bonding and Grounding of the Standard Specifications and these Provisions except as amended herein Grounding jumper shall be attached by a0187
or larger brass bolt in the standard or pedestal and shall be run to the conduit ground rod or bonding wire in adjacent pull box Grounding jumper shall be visible after cap has been
poured on foundation 309 Testing Testing shall conform to the provisions in Section 86214 Testing of the Standard Specifications and these Provisions except as amended herein The City
Engineer shall be notified in writing at least 5 days prior to the intended turn on and beginning of functional test Turnon of the new traffic signal system shall not be on nor shall
the five 5 day functional test start on a Friday Saturday Sunday holiday or any day preceding a holiday No exceptions will be made The Contractor shall arrange to have a City signal
technician and Opticom technician present at the time the equipment is turned on during the first day of the functional test and upon completion of the field installation Prior to turnon
all equipment and wiring as shown on the plans shall be installed and operable A qualified representative from the Contractor shall be present to immediately correct any deficiencies
ie loop wiring wiring signals wiring head adjustments etc that are discovered subsequent to the turnon All hoods and signal heads shall be directed T7P
to provide proper visibility All signs as required on the plan shall be in place prior to turnon 310 Cabinet Wiring Cabinet wiring shall conform to the provisions in Section 86 307C
Cabinet Wiring of the Standard Specifications and these Provisions 311 Traffic Signal Faces and Fittings Signal faces signal heads and auxiliary equipment as shown on the plans and the
installation thereof shall conform to the provisions in Section 86401 Vehicle Signal Faces Section 86403 Back plates and Section 86406 Signal Mounting Assemblies of the Standard Specifications
and these Provisions except as amended herein Plastic housing visors and back plates will not be permitted Where signal heads are on the side of poles they shall be mounted on the side
away from the traveled roadbed Signal head mountings with terminal compartments shall be used All mountings shall be located to provide a minimum of 24 lateral clearance from the edge
of the signal visor or pedestrian head to the curb face All terminal compartments shall be bronzed 312 Pedestrian Signal Faces Pedestrian signals shall conform to the provisions in the
Section 86405 Pedestrian Signal Faces of the Standard Specifications and these Provisions except as amended herein Pedestrian signals shall be solid state Type A The signal shall have
a sun screen of Z crate Plastic housing shall not be permitted New pedestrian heads shall be new with countdown module 313 Pedestrian Push Buttons Pedestrian push buttons shall conform
to the provisions in Section 86502 Pedestrian Push Buttons of the Standard Specifications and these Provisions except as amended herein Standard green pedestrian push button shall be
Type Bwith R41b0 signs The entire push button housing shall be metal with gray Polara bulldog button Pedestrian push button signs shall be assembled using theft proof screws Pedestrian
push button shall comply with the latest ADA regulations 314 High Intensity Discharge Luminaries Luminaries shall conform to the provisions in Section 86601 of the Standard Specifications
High Pressure Sodium Luminaires and these Provisions TxP
The luminaries to be installed shall be 250 watt 52070 lumens 120 volt cutoff type High Pressure Sodium HPS with integral constant wattage ballast and Type V photoelectric control The
luminaries shall be furnished with lamps photoelectric control units and detachable power unit assemblies The power unit assemblies shall contain the ballast starter board capacitors
and a heavyduty terminal block The luminaries shall provide true ninetydegree 90degree cutoff with no light emitting above the horizontal The lower edge of the luminaries housing shall
extend below the light source and all glassware A clear flat heat and impact resistant lens shall be provided Glare shields external to the luminaries will not be accepted The luminary
optical assembly shall be sealed watertight and filtered to prevent contamination from infiltration of gaseous and particular matter The lamp socket shall be factory present to produce
a medium cutoff IES type III light distribution The optical assembly door shall be designed to prevent the door from swinging free of the hinge pins when open 315 Internally Illuminated
Street Name Signs The proposed internally illuminated signs shall conform to Section 866065 Internally Illuminated Street Name Sign of the Standard Specifications The IISNS shall be
Type A The second paragraph of Housing of the fifth paragraph of Section 866065 Internally illuminated Street Name of the State Standard Specifications is deleted Sign Panels Each sign
shall include street name lettering at eightinch 8 in height for uppercase and sixinch 6 height for lowercase Except otherwise noted on plan or elsewhere in these special provisions
details of color style arrows borders and spacing shall conform to the State Standard Specifications Periods is not permitted on abbreviations The Contractor shall submit the street
name layout prior to fabrication for approval 316 Light Emitting Diode LED Light Emitting Diode traffic signal modules shall be designed as retrofit replacements for existing optical
units of standard traffic signal sections and shall not require special tools for installation Light emitting diode signal modules shall fit into traffic signal section housings built
in conformance with the requirements in the Institute of Transportation Engineers ITE publication ST0086 Vehicle Traffic Control Signal Heads VTCH without modification to the housing
Contractor shall provide the City Engineer with a Certificate of Compliance from the manufacturer in conformance with the provisions in Section 6107 Certificate of Compliances of the
Standard Specifications The certificate shall include a copy of applicable test reports on the LED signal modules TP9
Guarantee LED signal modules shall be guaranteed by the Contractor for a period of one year starting on the day after the City Engineer accepts the project Modules that fail during this
period shall be replaced at no cost to the City All signal faces shall be manufactured by General Electric LED Signals or approved equal with the following specifications DESCRIPTION
SIZE MODEL NUMBER Red Ball 12inch DR6RTFB20A22 Red Arrow 12inch DR6 RTAAN21A22 Yellow Ball 12inch DR6 YTFB20A22 Yellow Arrow 12inch DR6 YTAAN21A22 Green Ball 12inch DR6 GCFB20A22 Green
Arrow 12inch DR6 GCAAN21A22 322 Cabinet Wiring Cabinet wiring shall conform to the provisions in Section 86 307C Cabinet Wiring of the Standard Specifications and these Provisions 324
Traffic Signal Priority Control System The required priority system shall employ data encoded optical communication to identify the presence of designated priority or probe vehicles
A record of the vehicle by classification shall be created In priority vehicle mode the date encoded optical communication shall request the traffic signal controller to advance to andor
hold a desired traffic signal display selected from phases normally available In probe traffic mode no traffic signal priority is requested only a record of the probe vsehicle presence
is generated The priority control system shall consist of a matched system of optical detectors optical detector cable and phase selectors and system software The optical detectors shall
be lightweight weatherproof device capable of sensing and transforming pulsed optical energy into electrical signals for use by the phase selection equipment Optical detectors shall
be supplied with mounting hardware to accommodate installation on mast arms The optical detector cable shall deliver sufficient power from the phase selector to the optical detector
and shall deliver the necessary quality signal from the detector to the phase selector over a non spliced distance of1000 feet The cable shall be of durable construction to satisfy conduit
and mast arm pull The TP10
insulation rating of the optical detector cable shall be 600 volts minimum The conductors shall be shielded with aluminized polyester and have an AWG 20 7x28 Stranded and individually
tinned drain to provide signal integrity and transient protection The phase selector shall include several control timers that may be used to modify the duration of a priority control
condition by channel and can be programmed from PCtype computer 325 PAYMENT Payment for new traffic signal equipment shall be part of the lump sum bid for Traffic Signals Said payment
shall include full compensation for furnishing all labor materials tools equipment permits fees and incidentals as specified in these special provisions and as directed by the Engineer
and no additional compensation will be made SECTION 4 PAINTING OF EXISTING VEHICLE AND PEDESTRIAN HEADS 401 General Pedestrian head modules shall be painted with two 2 coats of signal
paint All existing pedestrian heads housings rods and any other incidental parts shall be painted to the complete approval of the City Engineer Paint thinning shall not be allowed 402
Payment No separate payment will be made for RePainting of Vehicle Head and Pedestrian Head Equipment All costs for furnishing all labor materials tools dump fees and incidentals and
doing all the work involved as specified herein and as directed by the Engineer shall be included in the lump sum Bid Items for Traffic Signals SECTION 5 SIGNING STRIPING AND PAVEMENT
MARKERS 501 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 2012 California Manual on Uniform Traffic Control Devices CAMUTCD Edition Section 15 EXISTING HIGHWAY FACILITIES
Section 56 SIGNS Section 84 TRAFFIC STRIPES AND PAVEMENT MARKINGS TP11
The Caltrans plans and Specifications are hereinafter referred to as State Standard Plans SSP and State Standard Specifications SSS Copies of the SSP and SSS are available at the Caltrans
District 8 Office at 464 West 4 Street San Bernardino California 92401 1400 or from the Caltrans Office of Publications 6002 Folsom Boulevard Sacramento California 95819 916 4453520
The following technical provisions are supplementary and in addition to the provisions of the State of California Department of Transportation Standard Specifications and are only called
out to elaborate to amend to specify an option to add thereto delete all or part thereof or emphasize an important task The Contractor shall furnish and install all materials required
for the completion of work as shown on the plans TRAFFIC STRIPES AND PAVEMENT MARKINGS 841 GENERAL Description Temporary striping eg detour striping curb markings crosswalks turn arrows
stopyield bars or other pavement legends shall be installed with water borne base paint Control 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 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 paint application Using a rope as a guide for making spots every fivefeet
6 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 fifteen 15 years of experience to supervise the location alignment layout dimensions and application of the pavement markings 842 THERMOPLASTIC TP12
Thermoplastic shall be used on all striping details crosswalks pavement markings and arrows 843 PAINTED TRAFFIC STRIPING AND MARKINGS Materials Contractor shall furnish and install raised
pavement markers RPMs for all striping details Application The Contractor shall furnish and install traffic delineation using painted Cat Tracking temporary marking tape or other approved
media on the same working day as existing striping is lost in locations consistent with the striping pslan If temporarymarking tape is used all tape shall be removed prior to installation
of permanent striping 502 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 Signing and Striping No additional compensation shall be made 503 REMOVAL OF CONFLICTING
STRIPING Spotting shall be completed prior to removal of any existing striping Existing striping and markings shall be removed prior to painting new striping and markings No streets
shall be left without the proper striping for more than 24 hours or over weekends or holidays All traffic lanes open to the public shall have line delineation Contractor shall slurry
seal all striping removal areas and obtain written approval from the City Engineer prior to placing the new striping Contractor to submit slurry mix for City approval Existing striping
pavement legends and markings that do not conform to the plan shall be removed by wet sandblasting per Section 152028 Traffic Stripes and Pavement Markings and Section 15202C Pavement
Markers of the State of California Department of Transportation Specifications All striping that is to be removed must be removed by wet sand blasting method Sand blasting debris shall
be removed before the end or each working day No Blanking Out or temporary covering will be allowed All stripping removals shall include removal of associated raised pavement markers
504 PAYMENT No separate payment will be made for Removal of Conflicting 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 for Signing and Striping No additional compensation shall be made 505 SIGNS SSS SECTION 56 TP 13
562 ROADSIDE SIGNS Construction New signs shall be installed using new metal posts set at a minimum 30 inches depth in a minimum 12inch diameterPCfooting The length of the metal post
shall be sufficient to extend from the top of the sign to 30inches below the top of the concrete footing and provide a seven feet 7 clearance between the finished grade and the bottom
of the sign unless otherwise indicated on the plans The depth of the concrete footing shall be sufficient to extend at least six inches 6 below the bottom of the post Contractor shall
install expressway size signs on all major arterials and collector streets It shall be the responsibility of the contractor to request a list of all major arterials and collector streets
prior to procuring the signs for this project All sign facing shall be manufactured of Diamond Grade Fluorescent VIP Sheeting All signs shall have a graffiti film coating The date of
installation of a sign shall be embossed on the back of each sign and shall be considered as the start of the warranty period Property of the City of Rosemead shall also be embossed
on the back of each sign No signs will be allowed on traffic signal poles All signs placed within the public rightofway shall be installed using the following guidelines No signs shall
be placed on wood poles at anytime Larger wide signs shall be mounted on the top of a sign combination No sign shall have an outside edge closer than onefoot 1 to the back of the curb
Sign panel facing shall be perpendicular to approaching traffic unless otherwise specified by the Engineer Sign post shall be 12 feet channel type Signs shall be mounted on posts in
a good workmanship manner using metal hardware suitable for the type of installation made Installation materials shall be of stainless steel and is theft proof Signs shall be kept a
minimum distance of fifteen feet 15 in front of trees power poles etc Signs shall be kept far away from trees so that tree growth will not obstruct the visibility of the traffic sign
TP14
All signs shall have a minimum clearance of seven feet 7from the bottom of the sign to the existing spiadrekwwaalyk grade Sign posts shall be installed threefeet 3 behind curb face Sign
posts installed within the sidewalk must maintain a minimum of fourfeet 4 horizontal clearance for pedestrians All signs shall be standard size and reflectorized color as specified in
the 2012 California Manual on Uniform Traffic Control Devices CAMUTCD edition unless otherwise shown on plans No signs shall be overlapped and must be installed with separate bolts BeginEnd
or TowAway plates are exempt All core drill holes must be large enough for post anchors to fit All core drill holes must be patched around the signpost with concrete after installation
506 PAYMENT No separate payment will be made for Roadside Signs 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 for Signing and Striping No additional compensation shall be made SECTION 6 INROAD WARNING LIGHT SYSTEM 601 GENERAL
PRODUCT SPECIFICATIONS All equipment materials and components used for inroad warning light system and the installation thereof shall conform to the msanufacturer specifications LaneLight
or approved equal Contractor shall coordinate with LaneLight representative Janna McKhann at 714 2898940 WARRANTY System components shall have a limited warranty of 5 FIVE years 602
HIGH PERFORMANCE
LED INROADWAY MARKIER UNITS Swarco LaneLight MLK150 Mechanical Characteristics Upper Housing Nominal Dimensions diameter 150mm height 53m0m Assembly Material Heat treated M8x20 DIN912
cast A4 stainless steel or equal Lens prismatic Borofloat hardened glass 2 per marker unidirectional or bi directional NO PLASTIC LENS OR BODY COMPONENTS SHALL BE EXPOSED TO TRAFFIC
All electrical terminations shall occur within the marker housing under T1P5
no circumstances shall any electrical connection be made in the pavement outside the marker housing Tested Water ingress to IP68 LED Module attached to the base with two stainless steel
security screws Removalreplacement in approximately five minutes or less 2 Mechanical Characteristics Lower Housing Nominal Dimensions diameter 7 inches housing height 1375 inches Material
Corrosion resistant aluminum alloy or equal Tested Minimum of5000 kg compressive strength Install depth wwiring sub base275inches 3 Optical Characteristics Bulbs 14 fourteen total seven
per lens proprietary Swarco Futurit ultra bright designColormetrics Amber white green red to comply with MUTCD specifications Daytime visibility range to exceed 1000 feet regardless
of ambient light conditions 4 Electrical Characteristics Supply Voltage 15 to 48VDC Power consumption marker 25Wdaytime amber 2W daytime white Feedback Voltage 24VDC PWM Amplitude 24VDC
at 500Hz Ambient temperature range 30C to 65C 5 Installation into Roadway One38slot to be cut cut 2 12depth and 7 diameter round holes 234depth round cores cut centered over the slot
where markers are to be placed To avoid risk of stress fractures being produced by ingress into the road surface ONLY ROUND CORE HOLES ARE TO BE MADE IN THE PAVEMENT FOR INSTALLATION
OF THE ROAD MARKERS WITHOUT EXCEPTION 6 Mounting and Bedding ITEM approved resilientsetting Epoxy Resin Bondo 606V IDTuEraMnt StatAFlex or approved equal 603 CONTROLLER Process Control
Unit PCU Supply Voltage 15 to 48VDC typically 24V DC or 48V DC OR 110 to 240 volts AC Input rejection protection pi filter ITnrarnusisehnt current limiting internal on all outputs Overload
internal autoreset circuit breakers on outputs Power Factor Correction provided Power Output limiting 120 Short Circuit Continuous protection intermittent cycle permitted Day night mode
control automatic photocell activated Night Brightness Adjust 5 100 TP16
ON Time Selector 10 90 seconds Chase Line Sequencing Mode Selector Regular onoff flash or pulsed flash selectable Logic inputs for connecting sequential pedestrian detectors to determine
direction of pedestrian travel Flash rate When the components installed in accordance with applicable electrical codes are activated inroad LED units shall operate in a synchronized
mode and shall flash at08to 10 Hz with option of pulsed flash rate Auxiliary contacts to provide control to external devices 604 PUSHTOWALK ASSEMBLIES Pedestrian push buttons shall conform
to the provisions in Section 86502 Pedestrian Push Buttons of the Standard Specifications and these Provisions except as amended herein Pedestrian push button signs shall be assembled
using theft proof screws Pedestrian push button shall comply with the latest ADA regulations Standard green push button housing with gray Polara Bulldog BDLM2 momentary LED equipped
with Frame and R62E CA signs 605 INROAD WIRING SYSTEM LaneLight control cable158 36do nominal with with dry water block system and tinned conductors outer jacket labeled LANELIGHT XW
SubBase Encapsulation 3M Scotchcast 8882 or equal Waterproof connectors Dryconn AquaOrange silicon filled wcap no substitutions 606 SOLAR POWER SUPPLY AND CABINET CONTRACTOR SHALL GET
WRITTEN APPROVAL ON THE ACTUAL CLEARANCE PLACEMENT OF THE CABINET BETWEEN THE FINISHED GRADE AND THE BOTTOM OF THE CABINET Solar power supply 24 volt DC system 120 watt 24 volt PV array
side of pole mount with lower braces to secure bottom of the PV array Lockable white powder coated enclosure to house 120 ah battery array solar charge controller lightning arrestor
disconnect switch with over amperage protection and crosswalk controller Cabinet shall have a graffiti film cover Contractor to provide 5 extra sets of cabinet keys during the turnon
of the system TP17
607 LED ENHANCE SIGNS All S1 1 signs shall be equipped with 5 2inch LED beacons with a graffiti film cover 608 TYPE 1A STANDARDS Contractor shall furnish and install Type IA standards
and obtain final location of standards from the City Engineer New standards shall be used for this project Type 1A standards shall be tall enough to accommodate the minimum clearance
of 7 feet from grade to bottom of sign and cabinet 609 OPERATION AND MAINTENANCE MANUALS Contractor shall provide 3 bound color manuals stating the operation maintenance and installation
of Inroadway Warning Lights and LED Signs 610 TURN ON OF SYSTEM The Contractor shall arrange to have a representative of the City of Rosemead and Lanelight technician present at the
time the inroadway lighting system is turned on The technician shall be fully qualified to work in the controller assembly inroad lights and LED signs and shall be employed by the controller
manufacturer or authorized representative The Esngineer representative shall be notified at least 24 hours prior to the turn on 611 PAYMENT No separate payment will be made for Inroadway
Warning Lights 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 under Bid Items No 3 for Inroadway Warning Lights No additional compensation shall be made SECTION 7 PEDESTRIAN SIGNAL HEADS WITH COUNTDOWN MODULES 701 Pedestrian Signal
Faces Pedestrian signals shall conform to the provisions in the Section 86405 Pedestrian Signal Faces of the Standard Specifications and these Provisions except as amended herein Pedestrian
signals shall be solidstate Type A The signal shall have a sun screen of Z crate Plastic housing shall not be permitted New pedestrian heads shall be new with countdown module 702 PHYSICAL
AND MECHANICAL REQUIREMENTS The Module under physical and mechanical requirements TP18
The LED module shall have a visual appearance similar to that of an incandescent lamp ie Smooth and non pixilated The module lens shall not be a replaceable part Screwed on lenses are
not allowed Only modules with internal mask shall be utilized No external silkscreen shall be permitted The dividers inside the module that make up the icons and digits shall be black
so as to eliminate sun phantom effect When not illuminated with the sun shining into the module the WALKING PERSON and UPRAISED HAND and COUNTDOWN DIGITS shall not be readily visible
The countdown digits of the pedestrian signal module shall be located adjacent to the associated UPRAISED HAND symbolizing DTON WALK When displaying a number 1 for both digits the number
1 shall use the two segments furthest to the right The digits shall remain on during the entire count down cycle Flashing digits are not allowed The display of the number of remaining
seconds shall begin only at the beginning of the pedestrian change interval After the countdown displays zero the display shall remain dark until the beginning of the next countdown
The walking person hand icons and countdown digits 16x18 size only shall be incandescent looking The configurations of the walking person icon hand icon and numbers icons are illustrated
in Figures 1 2 per PTCSI Part 2 Specification and Figure 3 respectively Dimensions for Figures 1 2 and 3 For each nominal message bearing surface module size use the corresponding minimum
H height and W width measurements TP19 riyuirc 1 Figure 3
Module Size Icon Icon Countdo Countdo Countdown Height Width wn wn Width Segment Height Width 16x18 in 11 in Tin 19 in 17 in 170 in Note The units shall not have any accessible dip switches
toggle switches or options available that will allow the mode to be changed from counting the clearance cycle to the fulldwtoalnk walk cycle or any other modification to the icons or
digits Environmental Requirements All exposed components of a module shall be suitable for prolonged exposure to the environment without appreciable degradation that would interfere
with function or appearance As a minimum selected materials shall be rated for service for a period of a minimum of 60 months in a south facing Arizona Desert installation The module
shall be rated for use in the ambient operating temperature range measured at the exposed rear of the module of 40C to 74C 40F to 165F A module shall be protected against dust and moisture
intrusion including rain and blowing rain Shall be sealed and meet MIL STD81OF Procedure I Rain Rain Blowing Rain specifications The module lens shall not crack craze or yellow due to
solar UV irradiation typical for a south facing Arizona Desert installation after a minimum of 60 months in service 703 CONSTRUCTION To prevent water seepage between the back cover and
the electrical wires or between the copper and insulation of the wires the electrical wires shall not penetrate the LED module housing Connection shall be made by use of an overmolded
connector The module shall be a single selfcontained device not requiring onsite assembly for installation into a pedestrian signal housing The power supply shall be designed to fit
and mount inside the pedestrian signal module The assembly and manufacturing process for the module shall be designed to assure all internal LED and electronic components are adequately
supported to withstand mechanical shock and vibration from high winds and other sources 704 MATERIALS Materials used for the lens and LED module construction shall conform to ASTM specifications
where applicable TP20
Enclosures containing the power supply and electronic components of the LED module shall be made of UL94 flame retardant materials The lens of the LED module is excluded from this requirement
The front window shall be a transparent polycarbonate material with internal masking to prevent the icons and digits from being visible when not in operation External masking or silkscreen
technology shall not be permitted When not illuminated the Walking Person Hand and Countdown Digits shall not be readily visible The front lens shall not be shiny or be able produce
any visible glare 705 MODULE IDENTIFICATION Each module shall be identified on the backside with the msanufacturer name model serial number and operating characteristics of each symbol
The operating characteristics identified shall include the nominal operating voltage and stabilized power consumption in wafts and VoltAmperes Modules conforming to this specification
WALKING PERSON UPRAISED HAND only may have the following statement on an attached label Manufactured in Conformance with the ITE Pedestrian Traffic Control Signal Indications Part 2
Light Emitting Diode LED Pedestrian Signal Modules 706 PHOTOMETRIC REQUIREMENTS Luminance Uniformity Distribution For a minimum period of 60 months the maintained minimum luminance values
for the modules under the operating conditions defined in Sections 231 and 421 when measured normal to the plane of the icon surface shall not be less than Walking person2200 cdm2 Hand1400
cdm Countdown digits1400 cdm2 The luminance of the emitting surface measured at angles from the normal of the surface may decrease linearly to a value of 50 of the values listed above
at an angle of 15 degrees The light output requirements in this specification apply to pedestrian signal heads without any visors hooded or louvered eggcrate The LED module shall have
a visual appearance similar to that of an incandescent lamp ie Smooth and non pixilated Maximum permissible luminance When operated within the temperature range specified in Section232the
actual luminance for a module shall not exceed three times the required peak value of the minimum maintained luminance TP21
Luminance uniformity The uniformity of the signal output across the emitting section of the module lens ie the hand person or countdown icon shall not exceed a ratio of 5 to 1 between
the maximum and minimum luminance values cdM Chromaticity The standard colors for the LED Pedestrian Signal Module shall be White for the walking person and Portland Orange for the hand
icon and the countdown digits The colors for these icons shall conform to the following color regions based on the 1931 CIE chromaticity diagram Walking Person White Blue boundary x
0280 St 1 Green boundary 20580 x 4000 y 70x917 00983 nd 2 Green boundary 40500 x 4050 y 4x0600 20310 Yellow boundary x 0450 St 1 Purple boundary 40550 x 4000 y 40x600 10810 nd 2 Purple
boundary 40500 x 2080 y 70x917 00483 Hand and Countdown Digits Portland Orange Yellow boundary y0390 White boundary 0600 5 x50659 y0990x Red boundary y0331 Portland Orange Point X Y
1 0609 0390 2 0600 0390 3 0659 0331 TP22
4 61609 31301 Color Uniformity Walking Person White 4x2 Ay 004 where Ox and Ay are the differences in the chromaticity coordinates of the measured colors to the coordinates of the average
color using the CIE 1931 Chromaticity Diagram and a 2 degree Standard Observer Hand and Countdown Digits Portland Orange The dominant wavelength for any individual color measurement
of a portion of the emitting surface of a module shall be within 3nm of the dominant wavelength for the average color measurement of the emitting surface as a whole 707 ELECTRICAL General
All wiring and terminal blocks shall meet the requirements of Section 0123 of the VTCSH Standard Maximum of three secured color coded 1 meter 39 in long 600 V 16 AWG minimum jacketed
wires conforming to the National Electrical Code rated for service at 105C are to be provided for electrical connection The conductors shall be color coded with orange for the hand blue
for the walking person and white as the common lead Voltage LED modules shall operate from a 60 60 3 Hertz ac line power over a voltage range from 80 to 135 VAC RMS Nominal operating
voltage for all measurements shall be 120 3 VAC RMS Fluctuations in line voltage over the range of 80 to 135 VAC RMS shall not affect luminous intensity by more than 10 Catastrophic
failure of one LED light source in Man Hand icons shall not result in the loss of more than the light from that one LED To prevent the appearance of flicker the module circuitry shall
drive the LEDs at frequencies greater than 100 Hz when modulated or at DC over the voltage range specified in Section421 Low Voltage Turn Off There should be no illumination of the module
when the applied voltage is less than 35 VAC RMS To test for this condition each icon must first be fully illuminated at the nominal operating voltage The applied voltage shall then
be reduced to the point where there is no illumination This point must be greater than 35 VAC RMS TP23
TurnON and TurnOFF Time A module shall reach 90 of full illumination turnON within 75 msec of the application of the nominal operating voltage The signal shall cease emitting visible
illumination turnOFF within 75 msec of the removal of the nominal operating voltage Default Condition For abnormal conditions when nominal voltage is applied to the unit across the twophase
wires rather than being applied to the phase wire and the neutral wire the pedestrian signal unit shall default to the hand symbol Icon Power Supplies LED pedestrian countdown modules
shall have two separate power supplies for powering the Walking Person and Upraised Hand icons The circuitry shall be unrelated to power the LED Walking Person icon and the LED Upraised
Hand icon in order to virtually eliminate the risk of displaying the wrong icon Transient Voltage Protection The onboard circuitry of a module shall include voltage surge protection
To withstand highrepetition noise transients and lowrepetition highenergy transients as specified specified in NEMA Standard TS2 2003 Section218 Section 28 IEC 100045 Section126ANSI
IEEE C426122002 3kV 2 ohm Section 08 IEC 1000412 Section16ANSIIEEE C426122002 6kV 30 ohm Electronic Noise The LED signal and associated onboard circuitry shall meet the requirements
of the Federal Communications Commission FCC Title 47 Subpart B Section 15 regulations concerning the emission of electronic noise by Class A digital devices Power Factor PF and AC Harmonics
The modules shall provide a power factor of090 or greater when operated at nominal operating voltage and 25C 770F Total harmonic distortion induced into an AC power line by the module
operated at nominal operating voltage and at 25C 77F shall not exceed 20 Controller assembly Compatibility The current draw shall be sufficient to ensure compatibility and proper triggering
and operation of load current switches and conflict monitors in signal controller units Off State Voltage Decay When the module is switched from the On state to the Off state the terminal
voltage shall decay to a value less than 10 VAC RMS in less than 100 milliseconds when driven by a maximum allowed load switch leakage current of 10 milliamps peak71 milliamps AC TP24
Constant Current Drive The countdown digits shall be driven by constant current to improve LED efficiency and lifespan Power Consumption Maximum power consumption requirements for the
modules are as follows 25C Hand 101 Wafts Walking Person 80Wafts CountDown Display 60Wafts when display shows 88 708 MODULE FUNCTIONS Cycle The module shall operate in one mode Clearance
Cycle Countdown Mode Only The module shall start counting when the flashing dton walk turns on and will countdown to 0 and turn off when the steady DtonWalk signal turns on The module
shall not have user accessible switches or controls for the purpose of modifying the cycle icons or digits Learning Cycle At power on the module enters a single automatic learning cycle
During the automatic learning cycle the countdown display shall remain dark Cycle Modification The unit shall reprogram itself if it detects any increase or decrease of Pedestrian Timing
The digits shall go blank once a change is detected and then take one complete pedestrian cycle with no counter during this cycle to adjust its buffer timer Recycling The module shall
allow for consecutive cycles without displaying the steady Hand icon Dton Walk Pre Emption The module shall recognize preemption events and temporarily modify the crossing cycle accordingly
If the controller preempts during the walking man the countdown shall follow the csontroller directions and shall adjust from walking man to flashing hand It shall start to count down
during the flashing hand If the controller preempts during the flashing hand the countdown shall continue to count down without interruption The next cycle following the preemption event
shall use the correct initially programmed values This specification is worded such that the flashing dton walk time is not modified TP25
Dton Walk Steady If the controller output displays Dton Walk steady condition or if both the hand person go dark and the unit has not arrived to zero the unit suspends any timing and
the digits shall go dark Power Outage The digits will go dark for one pedestrian cycle after loss of power of more than 20 seconds Digit Operation The digits shall remain continuously
lit during the clearance cycle and shall not flash in conjunction with the HandDton Walk icon 709 QUALITY ASSURANCE Unless otherwise specified all of the test will be conducted at an
ambient temperature of 25C and at the nominal operating voltage of 120 VAC RMS The modules shall be manufactured in accordance with a vendor quality assurance QA program QA process and
test result documentation shall be kept on file for a minimum period of seven years Conformance The module designs not satisfying design qualification testing and the production quality
assurance testing performance requirements shall not be labeled advertised or sold as conforming to this specification Production Tests Inspections All LED modules shall be affixed with
an Intertek ETL Verified label or from a 3rd Party Nationally Recognized Testing LNabRoraTtoLry to demonstrate compliance to Section 63 Production Tests Inspections of the latest ITE
PTCSI Pedestrian specification dated March 19 f2o00r4 LED Pedestrian Combo or Countdown modules 3rd Party lab must have Nationally Recognized Testing LNabRoraTtoLry status All LED modules
shall be certified for at least 18 months in an LED Traffic Signal Module Certification Program to be considered compliant Proof of 18 month certification must be documented and submitted
with bid This is to insure that the manufacturer has been through at least two ETL random sample audits 0179 Production Test Requirement All new LED modules tendered for sale shall undergo
the following Production Test and Inspection prior to shipment Failure of a module to meet requirements of these Production Test and Inspection shall be cause for rejection Test results
shall be maintained for a period of 5 years following the production of the last production unit TP26
0279 Luminous Intensity All LED modules shall be tested for maintained minimum luminous intensity A single point measurement with a correlation to the intensity requirements referred
to in Section 30 may be used The LED module shall be operated at nominal operating voltage and at an ambient temperature of 25C 770F 0379 Power Factor All LED modules shall be tested
for power factor per the requirements of Section461 A commercially available power factor meter may be used to perform this measurement 0479 Current All LED modules shall be measured
for current flow in Amperes The measured current values shall be compared against those resulting from design qualification measurements in Section5461 Measured current values in excess
of 120 of the design qualification current values shall be cause for rejection 0579 Visual Inspection All LED modules shall be visually inspected for any exterior physical damage or
assembly anomalies Design Qualification Testing Design Qualification testing shall be performed on new module designs and when a major design change has been implemented on an existing
design High Temperature High Humidity HTHH 1000 hours at 60C 140F 90 Relative Humidity with cycling starting at 30 down to 0 This will ensure that each symbol is properly tested Unless
otherwise specified all of the tests shall be conducted on the same set of randomly selected modules hereafter called the sample set at an ambient temperature of 25C and at the nominal
operating voltage of 120 VAC RMS Testing shall be performed once every 5 years or when the module design or LED technology has been changed The module manufacturer shall retain test
data for a minimum period of 7 years and for a period of at least 5 years beyond the last date of manufacture of that model type Conditioning The module shall be energized for a minimum
of 24 hours in an ambient temperature of 60C 140F 0 Relative Humidity with cycling starting at 99 down to 0 This will ensure that each symbol is properly conditioned Mechanical Vibration
Mechanical vibration testing shall be performed per MILSTD 883 Test Method 2007 Temperature Cycling Temperature cycling shall be performed per MIL STD883 Test method 1010 The temperature
range shall include the full ambient operating temperature range specified in Section232TP27
Moisture Resistance Moisture resistance testing shall be performed per MIL STD810F Test Method 5406 Procedure I Rain and Blowing Rain The test shall be conducted on stand alone modules
without a protective housing The modules shall be vertically oriented such that the lens is directed towards the wind source when at a zero rotation angle The modules shall be energized
throughout the test The water shall be at 25 5C 77 9FThe wind velocity shall be 80 kmhr 50 mph 710 WARRANTY Manufacturers will provide the following warranty provisions Replacement or
repair of an LED signal module that fails to function as intended due to workmanship or material defects within the first 5 years 60 months from the date of installation 711 REPLACEMENT
OF PEDESTRIAN COUNTDOWN MODULES INTERSECTIONS Below is the list of intersections that require the removal of existing pedestrian module and the furnishing and installation of new pedestrian
countdown modules Hellman Avenue at Jackson Avenue Hellman Avenue at Del Mar Avenue Hellman Hellman Avenue at San Gabriel Boulevard Garvey Avenue at Del Mar Avenue Garvey Avenue at Kelburn
Avenue Garvey Avenue at San Gabriel Boulevard Garvey Avenue at Delta Avenue Garvey Avenue at Walnut Grove Avenue Graves Avenue at Jackson Avenue Graves Avenue at San Gabriel Boulevard
Klingerman Street at San Gabriel Boulevard Klingerman Street at Walnut Grove Avenue Walnut Grove Avenue at Fern Avenue Walnut Grove Avenue at Edison Way Walnut Grove Avenue at Edison
Pedestrian Crossing Walnut Grove Avenue at Rush Street 711 PAYMENT No separate payment will be made for Pedestrian Signal Heads with Countdown Modules 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 under Bid Item No 6 for Pedestrian Signal
Heads with Countdown Modules No additional compensation shall be made SECTION 8 SOLAR FEEDBACK SPEED SIGNS 801 General The Driver Feedback Speed Sign is a dynamic numeric and alphanumeric
variable message sign that gives motorists passing through a speed TP28
zone real time feedback as to the zsone speed limit and their vsehicle speed via radar speed detection The vehicle speed is to be detected via a radar module mounted within the sign
enclosure CONTACTOR SHALL GET WRITTEN APPROVAL FROM THE CITY ON THE ACTUAL CLEARANCE BETWEEN THE BOTTOM OF EACH SOLAR FEEDBACK SPEED SIGN AND THE FINISH GRADE UNLESS OTHERWISE INDICATED
ON THE PLANS Solar Feedback Speed Sign shall be FORTEL Standard Vcalm or approved equal Contractor shall coordinate with FORTEL representative Kari M Laitinen at 714 231 3883 1 Sign
shall be VCalmVMS or approved equal 2 Sign size shall be 45hx 258wx45d 3 Sign material shall be 09 aluminum 4 Enclosure shall be made of 09 continuous formed aluminum Entire surface
of enclosure shall be powder painted gloss black with an anti graffiti film coating 5 Display window shall be made of38 shatter resistant polycarbonate with an anti graffiti film coating
6 Housing shall be provided with tamper proof fasteners Moonlock key 7 Housing shall be weather proof to NEMA 3R specifications or better 8 Housing shall be of non sealed ventilated
type to prevent accumulation of moisture B Display 1 Alphanumeric display shall consist of two rows and up to 5 letters per row and each character shall be 4w x 6 h 2 Each alphanumeric
character of which there are 10 total shall consist of 270 discrete LEDs which are individually aimed to provide even light distribution within the viewing area 3 Speed display shall
consist of 2 seven segment solidstate Numeric displays 4 Numeric characters shall be 9wx 16h TP29
5 Each display segment shall consist of 42 discrete LEDs which are individually aimed to provide even light distribution within the viewing area 6 Light intensity of display shall be
programmable to different times of day to provide optimum view ability under all ambient light conditions Light intensity shall adjust automatically to provide optimum view ability under
all ambient light conditions 7 The display shall be designed to avoid distracting the attention of motorists away from the road by prevention of viewing from acute angles outside the
msotorist normal forward field of view Viewable area shall enclose an area up to a maximum included angle of 30 degrees from the roadside 8 The display shall be capable of multimode
operation 9 The display pixels shall have a design life of 10 years T1h0e display shall have a two 2 year parts warranty 11 The pixels shall have a Mean Time Before Failure MTBF of 0100
hours 12 The display shall have an anti graffiti film coating C Solar Power Solar assisted battery powered 1 Solar powered sign shall be capable of fully autonomous operation 24 hours
per day 365 days per year 2 Solar Panel shall be 85 Watt 12 VDC 3 Batteries 2 shall be ValveRegulated Absorbed Glass Mat Technology 12 VDC and 79 Ah 4 Charging Control System shall be
a solar industry standard item with temperature compensating charging voltage 5 Battery Cabinet i The cabinet shell shall be powder coat painted with an anti graffiti film coating ii
The cabinet shall be vandal and tamper resistant this includes assembly hardwareTP30
iii The cabinet shall be 16hx 37wx825d iv The cabinet shall house the batteries solar controller and lightning protection device D Controller Functions
1 On board real time clock with built in daylight savings This setting can be programmed via RS232 hardwire SD card and wifi using a PC 2 Clock shall have a battery backup with a threeyear
shelflife capacity 3 Controller shall allow radar to operate independently from the display so that the sign can collect data while the display is blank or off 4 Controller shall have
3 programmable speed thresholds to trigger 3 independent user definable messages andor contact closures to turn onoff external devices see Auxiliary Device Control i Threshold 1 timeofday
programmable with up to 6 daily modulations usage example sign is blank until vehicle exceeds threshold 1 speed causing the sign to display YOUR SPEED XV modes 48 ii Threshold 2 timeofday
programmable with up to 6 daily modulations usage example sign flashes YOUR SPEED XV when a vehicle exceeds threshold 2 and activates strobe to simulate photo radar enforcement mode
7 1 Threshold 2 may also flash auxiliary flashing beacons in unison doubletime or alternate with flashing LED display iii Threshold 3 global threshold which triggers a final message
usage example sign displays COP AHEAD when a vehicle exceeds threshold 3 5 Traffic Data Collection i Sign shall collect both the fastest and slowest speed for each vehicle detected in
the radar zone each with its own timestamp day month year hours minutes seconds to allow software to calculate acceleration deceleration and no change in speed for every vehicle detected
in the radar zone ii Shall have ability to enabledisable data collection iii Data shall be stored to a removable SD card for easy data retrieval TP 31
iv Onboard data compression shall allow storage of more than 40 years of raw traffic data per gigabyte v Sign shall be SD and SDHC compatible 6 Auxiliary Device Control i Sign shall
have at least six 6 simultaneous auxiliary contacts available to trigger or be triggered by the sign ii Triggerable devices include but are not limited to strobes flashers flashing beacons
lighted crosswalks traffic cameras etc Each of these devices can be triggered by time of day one of 3 programmable vehicle speed thresholds or by another auxiliary triggering device
iii Available triggering devices include but are not limited to pedestrian push buttons temperature sensors wireless devices etc Each device can trigger 1 of 4 user definable messages
7 Message control i All 360 LED clusters can be programmed individually to form at least 4 custom messages to be triggered by a variety of speed thresholds and auxiliary devices see
sign programming software for details on changing these messages ii Sign shall have the capability to add an optional IP modem in the future with the ability to display custom messages
instantly with an internet connection Custom messages can be up to 10 characters long 2 lines x 5 characters per line 8 The sign shall be able to function as a Conditional or Variable
Speed Limit VSL sign with user selectable speed limits where 6 different timeof day speed limits can be programmed per day of each week and up to 25 specific or special days of each
year 9 Dimming i Sign shall automatically adjust display intensity to ambient light conditions with a user definable range of display intensity ii Dimming can be set by timeofday with
up to 6 different settings per day 10 Controller shall maintain an accessible log of low voltage warnings power failures contact closure changes and photovoltaic light readings TP32
11 Sign shall perform LED self diagnostics by detecting and reporting LED pixel failures E Sign programming software shall be the sole property of the CITY OF ROSEMEAD ContractorManufacturer
shall provide programming software to be installed on multiple computers at City Hall and City Own facilities on ten 10 stand alone computers ALL SPEEDFEED BACK SIGN SOFTWARE SHAL BE
THE PROPERTY OF THE CITY OF ROSEMEAD 1 Shall be automatically updated and require no installation 2 Shall be compatible with Windows 98 2000 NT XP M1obile6 Linux Android Mac OSX and
OSXmobile 3 optional Automated Communication IP modem i Data shall be automatically downloaded from sign on a regular basis ii Modifications in sign programming shall be automatically
sent to the sign iii Unlimited traffic alerts can be set up for notification of excessive speeding 4 Manufacturer shall provide a CITY OWN DATABASE AT CITY HALL ON A STAND ALONE CSOMPUTER
to store all raw data and to retrieve from the sign so that multiple data files can be merged to a single database where all duplicate speed data is automatically deleted and data retrieval
can be selected by date range 5 Raw data can be downloaded by a user definable date range to an excel spreadsheet 6 Software shall calculate the following i lPoewak histogram charts
separated by speed limit so that signs in areas where speed limits change during the day can have accurate data ii lPoewak 85 percentile by timeofday chart that shows percentiles by
timeofday at a user definable interval iii Incremental analysis where percentage of vehicles slowed is calculated for each user definable speed increment exceeding the speed limit to
assist in proving the ssign effectiveness TP33
7 Software shall have video and written tutorial instruction builtin to assist in a quick and easy guided learning process 8 Programming software shall include a simulator that will
show the user exactly what the sign will do with the program before deployment to eliminate programming errors 9 Sign messages shall have the ability to be freedrawn or letters can be
dragged and dropped into place 10 Manufacturer shall host complimentary quarterly webinar trainings to give live assisted learning instruction where questions can be answered immediately
via conference call and screen sharing for TWO YEARS AT NO ADDITIONAL COST TO THE CITY 11 Manufacturer shall provide 10 bound color hard copies of instruction manual with video tutorials
for programming system operation and maintenance 12 Manufacturer shall provide 10 hours of programming training to take place at CITY HALL 802 Foundations Foundations for electroliers
standards posts cabinets and pedestals shall conform to the applicable provision in Section 86203 Foundations of the Standard Specifications and these Provisions Portland cement concrete
shall conform to Section 9010 Minor Concrete of the Standard Specifications and shall contain not less than 564 pounds per square yard of cement per unless authorized by the Engineer
803 Standards Pedestals and Posts Standards steels pedestals and posts shall conform to the provisions in Section 86204 Standard Steel Pedestals and Posts of the Standard Specifications
the Standard Plans and these Provisions The contractor shall pot hole the final location of all standards in the field before placing the order for the standards The City Engineer shall
approve the final location of all standards The contractor shall furnish and install Type 15TS standards without luminaire mast art to accommodate the minimum clearance of 9 feet from
bottom of speed feed back sign to finish grade Standards pedestals and posts shall be installed with 36 minimum clearance to face of curb or edge of shoulder unless otherwise directed
by the City City Engineer Signal standard and mast arms shall be the designed per dimensions noted on the plans and Standard Plans Slip fit mast arms truss arms and tie rods shall not
be used with mast arm installation unless otherwise shown on the construction plans rar
In addition to identifying each pole shaft as detailed on Standard Plan ES6S the Contractor shall also identify mast arm for both signals and luminaries The standard metal identification
tag shall be located on the mast arm near the connection plate Plumbing of the standards shall be accomplished by adjusting the nuts on the anchor bolts before the foundation cap is
placed Shims or other similar devices for plumbing the standard or raking will not be permitted After plumbing the standard anchor bolts shall be cut off0250 above the nuts and the exposed
surface shall be repaired by thoroughly wire brushing the damaged areas and removing all loose and cracked coating after which the cleaned area shall be painted Painting shall conform
to Section 86216 Painting of the Standard Specifications 804 PAYMENT No separate payment will be made for Solar Feedback Speed Signs All costs for furnishing all labor materials tools
equipment and incidentals for doing all the work involved as specified herein and as directed by by the Engineer shall be included under Bid Item No 4 for Solar Feedback Speed Signs
No additional compensation shall be made TP35
SECTION 9 PORTLAND CEMENT CONCRETE CONSTRUCTION 901 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 902 Concrete Mix Concrete for curb and gutter and local depression shall be Class 520C2500 concrete specified by class in accordance with Section 201
12 Concrete Specified by Class and Alternate Class of the Standard Specifications 903 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 The Contractor shall remove and replace a minimum of a twofoot wide strip of asphalt Pavement beyond the edge of
the gutter to accommodate the construction of the curb and gutter Curb and gutter constructed at driveway approach from top of X to top of X shall be poured separately from the apron
and should be part of unit price of driveway approach Payment for curb and gutter shall include the crushed miscellaneous base under the curb and gutter and the twofoot space beyond
the edge of the gutter for the asphalt pavement 904 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 1131 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 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 905 Curb Ramp Concrete curb ramp shall be constructed in accordance with Section 3035 of the Standard Specifications
and shall be per Standard Plan 1113 In addition the depressed curb and gutter shall be constructed separately from the ramp The TP36
Contractor shall protect in place and adjust valve covers and other structures that may be within the curb ramps area to new grade at locations indicated on the Plans The Contractor
shall include as part of the unit price bid for the construction of curb ramps curb and gutter along ramps detectable warning truncated domes the cost of removal of curb sidewalk and
asphalt andor concrete pavement and construction of the curb ramp and asphalt andor concrete pavement for the entire area affected by the construction of the curb ramp After removing
forms for curb ramp construction the space left by the form and the area beyond the form that was disturbed due to construction shall be filled with selected backfill material to the
elevation of the back of the curb ramp and restored to the conditions prior to construction Cost for curb ramps shall include the removal and replacement of additional sidewalk included
as part of the Curb Ramp Bid Item Truncated Domes Detectable Warning Surfaces Truncated domes shall be installed on all proposed curb ramps Truncated domes shall be yellow cast in place
ARMORCAST or approved equal Any traffic striping andor signage painted on pavement removed to accommodate construction of curb ramps shall be replaced in kind after replacing the removed
pavement Contractor shall relocate and adjust to grade any street sign water valve pull boxes or traffic sign affected by this improvement Cross Gutters Portland cement concrete local
depression shall be constructed in accordance with Section 3035 Concrete Curbs Walks Gutters Cross Gutters Alley Intersection Access Ramps and Driveways of the Standard Specification
and shall be per Standard Plan 1221 All exposed edges shall be rounded to iYnc2h radius The thickness of the local depression shall be 8 inches constructed on compacted crushed miscellaneous
base 906 Payment Payment for Concrete Construction will be made at the unit price bids under Bid Items N7o 8 9 10 11 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 TP37
SECTION 10 ASPHALT CONCRETE PAVEMENT 0101 General Asphalt concrete pavement shall be C2AR4000 and shall be constructed in accordance with Section 203 Bituminous Materials and Section
3025 Asphalt Concrete Pavement of the Standard Specifications and the Plans 0102 Asphalt Concrete Pavement Construction Asphalt concrete pavement construction shall be in accordance
with Section 3025 Asphalt Concrete Pavement of the Standard Specifications Asphalt concrete to be used for this work shall be C2AR 4000 For construction of curb ramps the existing asphalt
concrete pavement shall be saw cut and removed a distance of three 3 feet from the edge of the existing gutter parallel to the edge of gutter After construction of the curb ramp the
3foot wide area shall be paved with 6 inches thick of asphalt concrete pavement after preparation of the subgrade and properly rolled and finished 0103 gSraudbe Subgrade preparation
for the pavement shall be as specified in Section 4 of these Specifications Asphalt concrete pavement shall be constructed on compacted subgrade of existing material 0104 Payment No
separate payment will be made for Asphalt Concrete Pavement will be made at the unit price bids under Bid Items 1N2o The price paid shall include full compensation for furnishing all
labor material tools and equipment to complete the work specified herein and as directed by the Engineer including the costs for removal disposal disposal fees and subgrade preparation
TP38
CITY OF ROSEMEAD SAFE ROUTE TO SCHOOL PROJECT wileMul APPENDIX A
Sidewalk Inventory No Address Street Name Side of Street W FT L FT Area FT 1 3227 Alanreed Avenue SW 4 6 24 2 3323 Eckhart Avenue SW 4 8 32 3 3306 Kelburn Avenue SE 2 2 4 4 7954 Dorothy
Street SW 1 6 6 5 7836 Hershey Street SW 4 6 24 6 7815 Hershey Street NW 1 8 8 7 3108 Evelyn Avenue SW 1 2 2 8 3051 Evelyn Avenue W 2 4 8 9 1111 Whitmore Street N 3 4 12 10 7429 Emerson
Place N 2 4 8 11 7910 Garvey Avenue N 1 4 4 12 130 New Avenue E 2 4 8 13 2729 Jackson Avenue W 2 4 8 14 7648 Garvalia Avenue W 4 8 32 15 7415 Graves Avenue NE 6 8 48 16 7617 Graves Avenue
N 1 1 1
No Address Street Name Side of Street W L Area FT FT FT 17 2700 Lindy Avenue E 2 4 8 18 7748 Fern Avenue S 5 5 25 19 2404 Del Mar E 2 2 4 Avenue 20 2738 Strathmore E 4 8 32 Avenue 21
Comer Kelburn SE 6 16 96 Avenue 22 2534 Falling Leaf E 2 3 6 Avenue 23 2733 Pine Street E 4 10 40 24 2466 Jackson E 2 4 8 Avenue 25 7631 Fern Avenue N 2 4 8 26 7748 Fern Avenue S 5 5
25 27 2528 Denton E 4 6 24 Avenue 28 2520 Denton E 2 4 8 Avenue 29 2241 Charlotte N 5 7 35 Avenue 30 2419 Charlotte W 4 4 16 Avenue 31 8243 Rush Street N 3 10 30 32 Walnut Ramona S 5
10 50 Grove Boulevard Avenue 33 Kern Angelus E 5 10 50 Avenue 34 2215 Angelus W 4 6 24 Avenue 35 8257 Keim Street N 3 20 60
No Address Street Name Side of Street W FT L FT Area FT 36 8295 Keim Street N 3 6 18 37 8227 Keim Street 2 2 4 38 8232 Keim Street S 2 6 12 39 8236 Keim Street S 2 12 24 40 8256 Keim
Street S 3 8 24 41 8260 Keim Street S 3 9 27 42 8262 Keim Street S 3 20 60 43 8301 Garvey Avenue N 6 6 36 44 San Gabriel Garvey Avenue N 10 10 100 45 8452 Fern Avenue S 4 4 16 46 8470
Fern Avenue S 4 4 16 47 8514 Fern Avenue S 2 13 26 48 8527 Fern Avenue N 2 4 8 49 8521 Fern Avenue N 1 3 3 50 Earle Avenue Fern Avenue N 5 10 50 51 2700 Walnut Grove Avenue E 5 5 25
52 2743 Walnut Grove Avenue W 2 13 26 53 2738 Walnut Grove Avenue W 3 4 12 54 2657 Walnut Grove Avenue W 3 5 15
No Address Street Name Side of Street W FT L FT Area FT 55 2647 Walnut Grove Avenue W 6 6 36 56 2621 Walnut Grove Avenue 6 8 48 57 2502 Walnut Grove Avenue 5 11 55 58 2409 Walnut Grove
Avenue W 5 13 65 59 2505 Walnut Grove Avenue W 5 6 30 60 2521 Walnut Grove Avenue W 5 9 45 61 2520 Paljay Avenue E 3 7 21 62 Klingerman Street Walnut Grove Avenue 3 6 18 63 Walnut Grove
Avenue Klingerman Street S 7 12 84 64 Delta Avenue Klingerman Stret S 1 5 5 65 8351 Whitmore Steet N 3 4 42 66 2439 Delta Avenue W 2 6 12 67 2440 Delta Avenue E 7 7 49 68 2414 Earle
Avenue E 2 12 24 69 2548 Earle Avenue E 7 14 98 70 2657 Delta Avenue W 2 6 12 71 2748 Delta Avenue E 3 5 15 72 2712 Delta Avenue E 3 5 15 73 2700 Delta Avenue E 3 5 15
No Address Street Name Side of Street W FT L FT Area FT 74 2713 Willard Avenue W 6 8 48 75 2712 Willard Avenue E 3 5 15 76 2635 Earle Avenue E 3 5 15 77 2713 Earle Avenue W 4 5 20 78
3111 Delta Avenue E 5 9 45 79 3034 Delta Avenue E 2 4 8 80 3104 Delta Avenue E 5 5 25 81 3192 Delta Avenue E 4 5 20 82 3177 Delta Avenue S 5 5 25 83 3143 Willard Avenue W 4 8 32 84 3048
Willard Avenue E 4 5 20 85 3152 Willard Avenue E 5 3 15 86 3240 Rockford Avenue E 4 5 20 87 3239 Rockhold Avenue W 2 7 14 88 Angelus Mingerman Street W 15 30 450 89 2417 Angelus Avenue
W 5 8 40 90 2547 Angelus Avenue W 5 8 40 91 3205 Gladys Avenue W 2 4 8 92 3029 Gladys Avenue W 4 6 24
No Address Street Name Side of Street W FT L FT Area FT 93 3030 Gladys Avenue E 2 10 20 94 3130 Gladys Avenue E 4 8 32 95 3228 Gladys Avenue E 4 9 36 96 3161 Charlotte Avenue W 2 4 8
97 3025 Charlotte Avenue W 4 6 24 98 Charlotte Garvey Avenue W 4 9 36 99 Charlotte Garvey Avenue E 4 6 24 100 3059 Charlotte Avenue E 4 8 32 101 3203 Angelus Avenue W 4 4 16 102 3141
Angelus Avenue W 2 16 32 103 Gladys Avenue Hellman Avenue E 1 13 13 104 3356 Gladys Avenue E 2 12 24 105 3352 Gladys Avenue E 2 10 20 106 3346 Gladys Avenue E 2 10 20 107 3338 Gladys
Avenue E 4 10 40 108 3318 Gladys Avenue E 2 9 18 109 3337 Gladys Avenue W 2 9 18 110 3341 Gladys Avenue W 111 3353 Gladys Avenue W 2 12 24
No Address Street Name Side of Street W L Area ITO F FT 112 Hellman San Gabriel 2 10 20 Avenue Boulevard 113 Hellman Charlotte S 4 14 56 Avenue Avenue 114 Hellman Stallo Avenue S 5 19
45 Avenue 115 Hellman Rockhold S 2 8 16 Avenue Avenue 116 Hellman Charlotte N 4 12 48 Avenue Avenue 117 Hellman Charlotte N 4 14 56 Avenue Avenue 118 Hellman San Gabriel N 5 11 55 Avenue
Boulevard 119 3408 Rockhold E 2 5 10 Avenue 120 3403 Rockhold W 3 6 18 Avenue 121 3425 Rockhold W 3 6 18 Avenue 122 3437 Rockhold W 2 12 24 Avenue 123 3337 Rockhold W 5 12 60 Avenue
124 Rockhold Dorothy Street W 5 12 60 Avenue 125 3314 Rockhold E 5 5 25 Avenue 126 3370 Rockhold E 2 10 20 Avenue 127 3337 Stallo Avenue E 4 10 40 128 3352 Stallo Avenue W 2 10 20 129
3302 Stallo Avenue E 2 10 20 130 3323 Delta Avenue W 1 6 6
No Address Street Name Side of Street W TO L FT Area FT 131 3356 Delta Avenue E 1 4 4 132 3316 Delta Avenue E 2 8 16 133 3341 Anglus Avenue W 2 10 20 134 Charlotte Avenue Dorothy Street
W 1 6 6 135 3412 Charlotte Avenue E 4 12 48 136 3406 Charlotte Avenue E 4 8 32 137 3443 Charlotte Avenue 2 12 24 138 3416 Delta Avenue E 2 6 12 139 3447 Chariette Avenue W 2 6 12 140
3437 Chariette Avenue W 2 10 20 141 3433 Chariette Avenue W 2 10 20 142 3423 Chariette Avenue W 2 16 32 143 8457 Artson Street N 2 4 8 144 8437 Antson Street N 2 8 16 145 3443 Earle
Avenue W 5 6 30 146 3107 Earle Avenue W 2 6 12 147 3412 Earle Avenue E 7 10 70 148 3416 Earle Avenue E 2 10 20 149 3422 Earle Avenue E 2 12 24
No Address Street Name Side of Street W FT L FT Area FT 150 8469 Artson Street N 2 8 16 151 8529 Artson Street N 2 5 10 152 8535 Artson Street N 2 12 24 153 8539 Artson Street N 3 6
18 154 3402 Twin Avenue E 1 4 4 155 3412 Twin Avenue E 2 2 4 156 3416 Twin Avenue E 1 1 1 157 3442 Twin Avenue E 1 14 14 158 Artson Street Twin Avenue W 3 12 36 159 3437 Twin Avenue
W 1 7 7 160 3415 Twin Avenue W 1 12 12 161 8217 Artson Street N 3 6 18 162 3402 Artson Street E 1 4 4 163 8227 Artson Street N 2 12 24 TOTAL 4525