NIB - 2011-04 - Rosemead Recreation Center & Library Parking Lot Project
OCNTRACT CDUMEONTS SPECIFICATIADWDIRNGAS FOR iti9 PUBLIC OWRKS DIVIS11 8E VALLEY ODBULEVAR ROSEMEAD CA 91770 PTHEOLNEE 626 SCHEDULED BID OPENING JULY 6T 2011
CITY OF AD Iws TABLE OF CONTENTS BIDDING DOCUMENTS 1 Notice Inviting Bids NIB1 N2IB 2 Instructions to Bidders ITB1 ITB10 3 Contract Bid Forms CBF1 CBF14 CONTRACT AGREEMENT 1 Contract
Agreement and Insurance Requirements 2 Performance Bond 3 Payment Bond CONTRACT APPENDIX Part A General Provisions 137 Part B Supplemental General Conditions 17 Part C Technical Provisions
TP1
LIBRARY PROJECT
CITY OF ROSEMEAD NOTICE INVITING BIDS PROJECT No 2011 04 NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD California will receive sealed bids up to 130 colockam on Wednesday the 6th
day of July 2011 and they will be publicly opened at0101mafor PROJECT No P83529 The project consist of the removal of existing parking lot and the construction of 1350 tons of AC 1950
CMB PCC curb and gutter PCC pavement Parking Lighting installation landscape irrigation and other related work as described in the Specifications and Contract Documents by this reference
made a part hereof The esngineer estimate for this project is 0101000 The successful bidder shall have thirty 30 calendar days to complete the work for Phase I and thirty 30 calendar
days to complete the work for Phase II a total construction time of sixty 60 calendar days 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 sixtyone 61 days after the above bid opening date The CITY OF ROSEMEAD will affirmatively insure the disadvantaged business enterprises will be afforded full opportunity to submit
bids in response to this invitation and will not be discriminated against on the grounds of race color disability sex or national origin in the consideration for an award 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 NIB 1
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 reiect any and all bids and to waive any informality technical defect or minor irregularity in any bid
submitted An award of service shall not be final until the bids have been reviewed and a Contract Agreement with the City has been signed by the lowest responsible bidder and by the
City Award of Service Agreement is proposed for July 12 2011 Dated this 2011 GLORIA MOLLEDA CITY CLERK Publish June 16 23 30 2011 NIB 2
TABLE OF CONTENTS Page 1 AVAILABILITY OF BID DOCUMENTS 1 2 EXAMINATION OF BID DOCUMENTS 1 3 INTERPRETATION OF BID DOCUMENTS 1 4 INSPECTION OF SITE PREBID CONFERENCE AND SITE WALK 2 5
ADDENDA 2 6 PREPARATION OF BIDS 2 7 ALTERNATE BIDS 3 8 MODIFICATIONS OF BIDS 3 9 SIGNING OF BIDS 3 10 BID GUARANTEE BOND 4 11 SUBMISSION OF SEALED BIDS 4 12 DELIVERY AND OPENING OF BIDS
5 13 WITHDRAWAL OF BID 5 14 AWARD PROCESS 5 15 DESIGNATION OF SUBCONTRACTORS 5 16 LICENSING REQUIREMENTS 6 17 DISQUALIFICATION OF BIDDERS INTEREST IN MORE THAN ONE BID 6 18 INSURANCE
REQUIREMENTS 6 19 REQUIRED BIDDER CERTIFICATIONS 6 20 BASIS OF AWARD BALANCED BIDS 6 21 FILING OF BID PROTESTS 7 22 PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS 7 23 EXPERIENCE AND
TECHNICAL REQUIREMENTS 7 24 SALES AND OTHER APPLICABLE TAXES PERMITS LICENSES AND FEES 8 25 EXECUTION OF CONTRACT 8 26 OWNER RIGHTS 8 27 BSIDDER RESPONSIVENESS 8 28 BSIDDER RESPONSIVENESS
CHECKLIST 8 29 CONTRACT BID FORMS LISTS OF SUBCONTRACTORS 9 30 RESPONSIBILITY CRITERIA 10 Em
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 ITB 1
d Contract e Contract Appendix PartA General Conditions PartB Supplementary General Conditions PartC Technical Provisions PartD 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 or the content form or manner of submission of bids the Owner will extend the deadline for submission of bids by at least 72 hours Otherwise
the Owner may determine in its sole discretion whether an Addendum requires that the date set for opening bids be postponed The announcement of the new date if any shall be made by Addenda
Each prospective bidder shall provide Owner a name address and facsimile number to which Bid Document Addenda may be sent as well as a telephone number by which the Owner can contact
the Bidder Copies of Addenda will be furnished by telex telegram facsimile first class mail express mail or other proper means of delivery without charge to all parties who have obtained
a copy of the Bid Documents and provided such current information Please Note Bidders are primarily and ultimately responsible for ensuring that they have received any and all Addenda
To this end each Bidder should contact the Development Services Department to verify that he has received all Addenda issued if any Bidders must acknowledge receipt of all Addenda if
any in its Bid Letter Failure to acknowledge receipt of all Addenda may cause its Bid to be deemed incomplete and nonresponsive 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 Owner will 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 the Bid Documents
specify alternate bid items the City has the option to award the contract to the lowest bidder based on on the base bid only or based on the base bid combined ITB 2
with any combination of alternate bid items If any of the alternate bid istemis considered by the City the resulting amount shall be considered the total bid price for the Project 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 mustensure 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 particularjoint 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 ITB 3
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 other information or documentation described above except as may otherwise be required by California law If electing to provide a Bid Bond as set forth above each Bidder
must obtain such a bond from an admitted surety insurer as defined in Code of Civil Procedure Section 192905 authorized to do business as such in the State of California and satisfactory
to the Owner In addition the Bid Bond must be submitted on the form furnished by the Owner or one substantially in conformance with the Oswner form if previously approved in writing
by the Owner Certified or csashier checks must be drawn on a solvent state bank or a California branch of a solvent national bank After the Owner has made an award to the successful
Bidder and the Bidder has signed a Contract submitted the necessary bonds original insurance certificates and endorsements and any other certifications as may be required by the Contract
the remaining Bid guarantees shall be returned to each particular bidder if requested by that bidder If the Owner rejects all Bids it will promptly return to all Bidders their Bid guarantees
11 SUBMISSION OF SEALED BIDS Once the Bid and supporting documents herein have been completed and signed as set forth above they shall be placed along with the Bid Guarantee and any
proposed sketches and brochures or other materials required by these instructions in an envelope sealed addressed and delivered or mailed postage prepaid to the Owner at the place and
to the attention of the person indicated in the Notice Inviting Bids NO ORAL TELEPHONIC OR FACSIMILE FORMS WILL BE CONSIDERED The envelope shall also contain the following in the lower
lefthand corner thereof Bid of Insert Name of the Company for ROSEMEAD COMMUNITY RECREATION CENTER AND LIBRARY PARKING LOT PROJECT No consideration shall be given by the Owner to bid
proposals received after the date and time set for the opening of bids as provided in the Notice Inviting Bids 12 DELIVERY AND OPENING OF BIDS Bids will be received by the Owner at the
address shown in the Notice Inviting Bids up to the date and time shown therein The Owner will leave unopened any Bid received after the specified date and time and any such unopened
Bid will be returned to the Bidder It is the Bsidder sole responsibility to ensure that its Bid is received as stipulated Bids 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 EM
13 WITHDRAWAL OF BID Prior to the bid opening date a Bid may be withdrawn by the Bidder by means of a written request signed by the Bidder or its properly authorized representative If
a Bidder to whom the award is made fails or refuses to sign a Contract or to furnish the bonds certificates and endorsements required below within the time specified in these Instructions
to Bidders below the funds represented by the Bid Guarantee 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 pursuant to the requirements found in the Bid Documents to be nonresponsive and the Owner shall reject the Bid The Owner shall
have the right to request and the Bidders shall provide within five 5 Calendar Days evidence satisfactory to the Owner of all valid lsicense currently held by that Bidder and each of
the Bsidder subcontractors before awarding the Contract 17 DISQUALIFICATION OF BIDDERS INTEREST IN MORE THAN ONE BID ITB 5
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 18 INSURANCE REQUIREMENTS
Within the time specified in these Instructions to Bidders above Biddershall 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 currentMABsest rating of no less thanAVIII licensed to do business in California and satisfactory to the Owner 19 REQUIRED BIDDER CERTIFICATIONS Bidders must comply with the following
A CONTRACT BID FORMS Within the Contract Bid Documents the bidder must certify to various information including but not limited to the accuracy of the representations made in the Contract
Bid Forms B NON COLLUSION AFFIDAVIT Pursuant to Public Contract Code Section 7106 each Bidder must execute and submit with its bid the statutorily mandated non collusion affidavit included
in the Bid Documents 20 BASIS OF AWARD BALANCED BIDS The Owner shall award Contracts to 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 ctomopared 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 22 PERFORMANCE
BOND AND PAYMENT BOND REQUIREMENTS Within the time specified in these Instructions to Bidders above the Bidder to whom a Contract is awarded shall deliver to the Owner four identical
counterparts of the Performance Bond and Payment Bond in the form supplied by the Owner and included in the Bid Documents Failure to do so may in the sole discretion of Owner result
in the forfeiture of the Bid Guarantee The surety supplying the bond must be an admitted surety insurer as defined in Code of Civil Procedure Section192905 authorized to do business
as such in the State of California and satisfactory to the Owner The Performance Bond shall be for one hundred percent 100 of the Total Bid Price and the Payment Bond shall also be for
one hundred percent 100 of the Total Bid Price Contractor shall require pursuant to Public Contract Code article 4108 all subcontractors providing labor and materials in excess of the
dollar amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in the amounts and manner required of the Contractor The Contractor shall specify this requirement
for subcontractor bonds in his written or published request for subcontractor bids 23 EXPERIENCE AND TECHNICAL REQUIREMENTS Bidders are required to provide the experience and qualification
information required as part of the Contract Bid Forms The purpose of this data is to provide the information necessary for the Owner to determine whether Bidders have the necessary
experience in order to responsibly carry out the Work Each Bidder shall answer all questions and provide information requested by the Contract Bid Forms 24 SALES AND OTHER APPLICABLE
TAXES PERMITS LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales and other applicable taxes and to pay for
permits licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located unless otherwise expressly provided by the Bid Documents 25 EXECUTION
OF CONTRACT The Bidder to whom an award is made shall execute the Contract in the amount of its Total Bid Price and furnish the required insurance certificates and endorsements as well
as Performance and Payment Bonds in a timely manner The Owner may require appropriate evidence that the persons executing the Contract and the bonds for both the Bidder and its surety
or sureties are duly empowered to do so 26 OWNER RIGHTS The Owner may investigate the qualifications of any Bidder under consideration require confirmation of information furnished by
a Bidder and require additional evidence of qualifications to perform the work described in these Bid Documents The Owner reserves the right to ITB 7
A Reject any or all of the Bids if such action is in the best interest of the Owner B Issue subsequent Notices Inviting Bids C Cancel this entire Notice Inviting Bids D Appoint evaluation
committees to review any or all Bids E Seek the assistance of outside technical experts to validate the Bsid F Approve or disapprove the use of particular subcontractors G Waive informalities
and irregularities in Bids The Notice Inviting Bids does not commit the Owner to enter into a contract nor does it obligate the Owner to pay any costs incurred in preparation and submission
of Bids or in anticipation of a contract 27 BSIDDER RESPONSIVENESS The Owner will evaluate Bids for responsiveness at the time of Bid opening and before award is made A Bid must be in
strict compliance with the commercial and technical specifications without exception Only Bids which conform in all material respects to the Bid Documents can be eligible for award A
Bid not meeting the requirements of the responsiveness checklist may be rejected immediately upon opening and returned to the Bsidder representative 28 BSIDDER RESPONSIVENESS CHECKLIST
The Oswner initial responsiveness evaluation will consider the following A Completed and properly executed Bid Letter Including a completed Total Bid Price completed Bid Bond amount
acknowledged addenda completed state of incorporation or partnerjoint venturer information if applicable completed license number and signature by authorized company officer B Completed
Bid Data Forms including valid and properly executed Bid Bond for 10 of the Total Bid Price and a completed List of Proposed Subcontractors C Properly executed Non Collusion Affidavit
and D Completed and properly executed Bidder Information Forms If the Bidder is a joint venture each joint venturer shall prepare and submit a separate form Extra forms if needed can
be obtained
from the Owner or photocopied by the Bidder if necessary 3
29 CONTRACT BID FORMS LISTS OF SUBCONTRACTORS A Contract Bid Forms The Bid Letter and Forms must be completed as set forth below 1 The Contract Bid Forms and Letter must be prepared
using ink indelible pencil or a typewriter 2 The Bid Letter must be signed by the Bidder or on its behalf by the person or persons having the authority to do so Proof of the authority
to act on behalf of the firm must be submitted when requested The proof shall be in the form of a certified copy of an appropriate corporate resolution certificate of partnership or
joint venture or other appropriate document If Bidder is an entity made up of multiple parties and no person or persons are designated to act on its behalf all parties shall execute
the Bid 3 Addenda Receipt of addenda must be acknowledged in the space provided in the Bid Letter 4 The Bidder shall not delete modify supplement or make substitutions thereof on the
printed matter of the Contract Bid Forms or Bid Letter 5 Corrections shall be initialed by the person who signs the Bid Letter 6 Exceptions or qualifications to the Bid Documents are
strictly forbidden Any comment by the Bidder which the Owner determines can be construed as altering the requirements of the specifications 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 percent05of the Total Bid Price 2 Location For listed Subcontractors identify the location of its place of business City and State
3 Work For listed Subcontractors identify the typeportion of work to be performed in the Contract Pursuant to Public Contract Code Section 4104 the Owner has determined that it will
not allow Bidders twentyfour 24 additional hours after the deadline for submission of bids to submit the lid
information requested by the Owner about each subcontractor other than 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 Bidder will fully and truthfully disclose all information required of the Bidder by the Bid Documents The prospective contractor in
order to be evaluated by the Owner as being a responsible contractor must complete Section 4 of the Contract Bid Forms to determine that it A Has or can secure adequate financial resources
to perform the contract B Is able to meet the performance or delivery schedule of the contract taking into consideration other business commitments and C Has a satisfactory record of
performance A contractor seriously deficient in current contract performance considering the number of contracts and extent of the deficiencies is presumed not to meet this requirement
unless the deficiencies are beyond its control or there is evidence to establish its responsibility notwithstanding the deficiencies Evidence of such satisfactory performance record
should show that the contractor 1 Has a satisfactory record of integrity in its dealings with government agencies and with subcontractors and is otherwise qualified to receive an award
under applicable laws and regulations 2 Has the necessary organization experience satisfactory safety record accounting and operational controls and technical skills or the ability to
obtain them and 3 Has the necessary production construction and technical equipment and facilities or the ability to obtain them END OF INSTRUCTIONS TO BIDDERS ITB 10
V
CONTRACT BID FORMS TABLE OF CONTENTS SECTION 1 BID SCHEDULE SECTION 2 BID DATA FORMS 5 2A BID BOND 6 2B LIST OF PROPOSED SUBCONTRACTORS 7 SECTION 3 NON COLLUSION AFFIDAVIT 101 CBF 15
CBF 1
BID SCHEDULE SCHEDULE OF PRICES FOR ROSEMEAD COMMUNITY RECREATION CENTER AND LIBRARY PARKING LOT PROJECT PROJECT No P83529 BASE BID SCHEDULE CBF2 UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION
MEASURE QTY PRICE COST 1 Clearing Grubbing per plans and LS 1 specifications See technical provisions TP2 TP3 T4P 2 Removal Haulaway Disposal of LS 1 Waste Materials 3 Earthwork Roadway
Excavation CY 1877 and Export 4 Compacted Selected Fill LS 1 5 Demolition Per Plans and LS 1 Specifications Complete 6 Construct 1 inch Thick AC Tons 325 Pavement D1 PG 6410 as indicated
on the plans 7 Construct 3inch Thick Pavement Tons 950 C2PG 6410 as indicated on the plans 8 Remove Dispose Existing and Tons 1800 Construct 4inch Thick Crushed Miscellaneous Base CMB
95 Relative Compaction Over 95 Compacted Native per Plans and Specifications 9 Construct 6Inch Thick PCC SF 7385 Pavement 520A2500 per Plans and Specifications 10 Construct 8 Inch Thick
PCC SF 11050 Pavement 520A2500 per Plans and Specifications 11 Construct 4Inch Thick PCC SF SF 6750 Sidewalk 520C2500 per SPPWC Std Plan 1132
CBF 3 UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST 12 Construct 4Feet Wide PCC Swale LF 770 per Plans and Specifications 13 Construct PCC Alley Intersection SF 800
per SPPWC Std Plan 1302 14 Construct PCC Curb Ramps per EA 6 SPPWC Std Plan 1114 15 Construct 6Inch PCC Curb and 6 LF 260 Inch PCC Gutter per SPPWC Std Plan 1202 16 Construct 6Inch PCC
Curb Only LF 2540 per SPPWC Std Plan 1202 17 Construct 8Inch PCC Curb and LF 400 24Inch Gutter per SPPWC Std Plan 1202 18 Construct 6Inch Thick PCC SF 450 Driveway Approach per SPPWC
Std Plan 1102 Type C 19 Construct 6Inch PCC Curb and LF 285 24Inch PCC Gutter per SPPWC Std Plan 1202 20 Construct Cross and Longitudinal SF 445 Gutter per SPPWC Std Plan 1222 21 Adjust
Sewer Manhole to Grade per EA 2 SPPWC Std Plan 2052 22 Construct 4Inch PVC SDR 35 LS 1 Perforated Pipe over Crushed Rock 10 Feet Wide x 20 Feet Long x 4 Feet Deep per Plans and Specifications
Complete 23 Install Sewer Cleanout per SPPWC LS 1 Std Plans 2041 24 Construct Drain InletWTraffic EA 3 Grate with FloGuard Plus Insert Fossil Filter per Plans and Specifications Complete
25 Construct 4Inch Diameter PVC LF 150 Schedule 40 per Plans and Specifications Complete
TOTAL BASE BID PRICE SCHEDULE BID PRICE Dollar amount in written form Wl UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST 26 Construct 6Inch Diameter VCP LS 1 Sewer Lateral
including 12Inch x 12Inch unfiltered Area Drain Saddle Connection Wye LACDPW Fee Bedding and Pavement Complete per Plans and Specifications 27 Construct New Masonry Trash LS 1 Enclosure
including Gates per Plans and Specifications Complete 28 Install Book Return Container per EA 2 Contempra 60 Series Book Return Model 000860 Complete 29 Install Pavement Markers and
LS 1 Striping per Plans and Specifications Complete 30 Install Irrigation and Landscape per LS 1 Plans and Specifications Complete 31 Install Parking Lighting and LS 1 Electrical System
per Plans and Specifications Complete 32 Install Erosion Control per Plans LS 1 and Specifications Complete 33 Install Tree Well per SPPWC Std EA 4 Plan 5193 34 Install Survey Well Monument
per EA 9 City of Rosemead Std Plan S08 001 See Section 29 Surveying of the General Provision7 per details Cover Sleeve Dome will be provided by the City at no cost
ALTERNATE BID ITEM No 1 ALTERNATE BID ITEM No 1 BID PRICE Dollar amount in written TOTAL PRICE INCLUDING BASE AND ALTERNATE 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 City has the option to award the contract to the lowest bidder based on the base bid only or based
on the base bid combined with any combination of alternate bid items If any of the alternate bid istem is considered by the City the resulting amount shall be considered the total bid
price for the Project 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 City 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 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 UNIT OF EST UNIT ITEM NO ITEM DESCRIPTION MEASURE QTY PRICE COST 35 Construct 6Inch Thick PCC SF 35875
Pavement 520A3250 Plans and Specifications Complete
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 Owner for 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 bidder Bidder understands and agrees that liquidated
damages shall apply to this Contract in the amount of 50000 per calendar day and subject to the terms and conditions described in the Contract Form and the Contract Documents if project
is not completed in SIXTY 60 calendar days 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 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 contractSignature
Business Street Address CBF6
rype or Print Name City State and Zip Code ritle Date BsidderCsontractor State of Incorporation Partners or Joint Venturers Bsidder License Nsumber NOTES Telephone Number 1 By its signature
on this Bid the Bidder certifies under penalty of perjury the accuracy of the representations made on the Contract Bid Forms 2 If Bidder is a corporation enter State of Incorporation
in addition to Business Address 3 If Bidder is a partnership or joint venture give full names of all partners or joint venturers As further discussed in the Instructions to Bidders Bidder
will be required to provide evidence that the person signing on behalf of the corporation partnership or joint venture has the authority to do SO CBF 7
lIrwlporQ1Fx04u9m101mwll
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 1 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 Rosemead Community Center and Library Lot 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 la Signature 0 SEAL Surety Signature
Eel
26 LIST OF PROPOSED SUBCONTRACTORS In compliance with the Subletting and Subcontracting Fair Practices Act Sections 4100 through 4114 of the California Public Contract Code and any amendments
thereto each Bidder shall provide the information requested below for each subcontractor who will perform work labor or render service to Bidder in or about the construction of the Work
in an amount in excess of onehalf of one percent greater than 05 of the Bsidder Total Bid Price or in the case of bids or offers for the construction of streets or highways including
bridges in excess of onehalf of 1 percent of the Csontractor total bid or ten thousand dollars 01000 whichever is greater and shall further set forth the portion of the Work which will
be done by each subcontractor Bidder shall list only one subcontractor for any one portion of the Work Pursuant to Public Contract Code Section 4104 the Owner has determined that it
will allow Bidders twentyfour 24 additional hours after the deadline for submission of bids to 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 10
26 LIST OF PROPOSED SUBCONTRACTORS continued Duplicate Next 2 Pages if needed for listing additional subcontractors J 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 11
20 REFERENCES The following are the names addresses and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two 2 years 1 and Address
of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed 2 Name and Address of Owner Name and telephone number of person familiar
with project Contract amount Type of Work Date Completed 3 Name and Address of Owner Name and telephone number of person familiar with project Contract amount Type of Work Date Completed
Name and Address Name and telephone number of person familiar with project Contract amount Type of Work Date Completed CBF 12
CNOLOLUSNIONAFFIDAVIT 1 CBF 13
11 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 14
4WZIAhVAUT V A INCI ItsMiWOM
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 familiar with the plans of City2 Project City desires to engage Contractor to render such services
for the insert Name of Project Project as set forth in this Agreement 3 TERMS 31 Scope of Services and Term 31 General Scope of Services Contractor promises and agrees to furnish to
the Owner all labor materials tools equipment services and incidental and customary work necessary to fully and adequately supply the professional insert type of services maintenance
services necessary 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 priorto the beginning of and for the direction of this Agreement insurance coverage as specified in Exhibit D attached to and part of this agreement
3210Safety Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property In carrying out its Services the Contractor shall at all times be
in compliance with all applicable local state and federal laws rules and regulations and shall exercise all necessary precautions for the safety of employees
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 currentAMBsest 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 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 34 Accounting Records 341 Maintenance and Inspection Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement
All such records shall be clearly identifiable Contractor shall allow a representative of City during normal business hours to examine audit and make transcripts or copies of such records
and any other documents created pursuant to this Agreement Contractor shall allow inspection of all work data documents proceedings and activities related to the Agreement for a period
of three 3 years from the date of final payment under this Agreement 35 General Provisions 351 Termination of Agreement 351 Grounds for Termination City may by written notice to Contractor
terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination and specifying the effective date thereof at
least seven 7 days 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 POBox
399 Rosemead CA 91770 Attn Such notice shall be deemed made when personally delivered orwhen 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 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 3510
Successors 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 3516Invalidity Severability If any portion of this Agreement is declared invalid illegal or otherwise unenforceable by a court of competent jurisdiction the remaining provisions
shall continue in full force and effect 3517Prohibited Interests Contractor maintains and warrants 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 3518
Equal 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 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 of Csity Minority Business Enterprise
program Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted 3519 Labor Certification By its signature hereunder Contractor certifies
that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Wsorker Compensation or to undertake
self insurance in accordance with the provisions of that Code and agrees to comply with such provisions before commencing the performance of the Services
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 City Mayor Attest 02Title Gloria Molleda City Clerk If Corporation TWO
SIGNATURES President OR Vice President AND Secretary AND CORPORATE SEAL OF CONTRACTOR REQUIRED Approved as to Form Garcia Calderon Ruiz LLP By City Attorney Title 028 Documend
insert Name of Company Page 1 of insert last page number of agreement INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of the Work Consultant will maintain
insurance in conformance with the requirements set forth below Consultant will use existing coverage to comply with these requirements If that existing coverage does not meet the requirements
set forth here Consultant agrees to amend supplement or endorse the existing coverage to do so Consultant acknowledges that the insurance coverage and policy limits set forth in this
section constitute the minimum amount of coverage required Any insurance proceeds available to City in excess of the limits and coverage required in this agreement and which is applicable
to a given loss will be available to City Consultant shall provide the following types and amounts of insurance Commercial General Liability Insurance using Insurance Services Office
Commercial General Liability policy form CG 00 01 or the exact equivalent Defense costs must must be paid in addition to limits There shall be no cross liability exclusion for claims
or suits by one insured against another Limits are subject to review but in no event less than 0100per occurrence Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including
symbol 1 Any Auto or the exact equivalent Limits are subject to review but in no event to be less that 0100 per accident If Consultant owns no vehicles this requirement may be satisfied
by a nonowned auto endorsement to the general liability policy described above If Consultant or Csonsultant employees will use personal autos in 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
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
02050selfinsured 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 than0100 per claim and in the aggregate The policy must pay on behalf of the insured and must include a provision establishing
the isnsurer duty to defend The policy retroactive date shall be on or before the effective date of this agreement Insurance procured pursuant to these requirements shall be written
by insurers that are admitted carriers in the state of California and with an AM Bests rating ofAor better and a minimum financial size VII General conditions pertaining to provision
of insurance coverage by Consultant Consultant and City agree to the following with respect to insurance provided by Consultant 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 3 All insurance coverage and limits provided by Contractor and available or applicable to this
agreement are intended to apply to the full extent of the policies Nothing contained in this Agreement or any other agreement relating to the City or its operations limits the application
of such insurance coverage 4 None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been
first submitted to City and approved of in writing 5 No liability policy shall contain any provision or definition that would serve to eliminate socalled third party action over claims
including any exclusion for bodily injury to an employee of the insured or of any contractor or subcontractor 6 All coverage types and limits required are subject to approval modification
and additional requirements by the City as the need arises Consultant shall not 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 D2
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 self insure 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 selfinsured 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 any time during the term of the contract to change the amounts and types of insurance required by giving the Consultant
ninety 90 days advance written notice of such change If such change results in substantial 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 M
RDWMII ROSEMEAD COMMUNITY RECREATION LIBRARY PARKING LOT PROJECT
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 Rosemead Community Recreation Center and Library Parking Lot 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
Principal and the undersigned Contractor asa 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 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 ctoourt 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 20 The rate of premium
on this bond is Principal Contractor By President Surety By AttorneyinFact perthousand The total amount of premium charged The above must be filled in by corporate surety PERFORMANCE
BOND 2
STATE OF CALIFORNIA COUNTY OFOn this day of personally appeared or proved to be on the basis o subscribed to the within ss in the year before me a Notary Public in and for said state
known to me satisfactory evidence to be the person whose name is instrument as the AttorneyinFact of the surety and acknowledged to me that he subscribed the name of the surety thereto
and his own name as AttorneyinFact Notary Public in and for said State SEAL My Commission expires PERFORMANCE BOND 3
CERTIFICATE AS TO CORPORATE PRINCIPAL 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 1 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
Lei I i AND LIBRARY PROJECT PROJECT
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 Rosemead Community Recreation Center and Library Parking Lot 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 and the undersigned Contractor as Principal 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 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 hereby waive notice
of any such change extension of time alteration or addition to the terms of the Contract or to the Work or to the Specifications IN WITNESS WHEREOF we have hereto set our hands and seals
this day on 20 PrincipalContractor By President Surety A AttorneyinFact PAYMENT BOND 2
STATE OF CALIFORNIA COUNTY OF 1 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 whose name
is subscribed to the within subscribed the name of the own name as AttorneyinFact of satisfactory evidence to be the person instrument as the AttorneyinFact of the surety and acknowledged
to me that he surety thereto and his Notary Public in and for said State SEAL My Commission Expires PAYMENT BOND 3
CERTIFICATE AS TO CORPORATE PRINCIPAL I 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 PAYMENTBOND
4
CITY OF ROSEMEAD LIBRARY PARKING LOT PROJECT PROJECT
Standard Specifications The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction Green book 2009 Edition including all current supplements
addenda and revisions thereof hereinafter referred to as Standard Specifications these General Conditions and the Specifications and Drawings identified in the Contract Documents The
Standard Specifications are referred to and by this reference made apart hereof as though set forth at length In the case of conflict between the Standard Specifications and these General
Conditions these General Conditions shall take precedence over and shall be used in lieu of such conflicting provisions The section headings in these General Conditions correspond to
the section headings of the Standard Specifications In the event a section heading contained in the Standard Specifications is not referenced in these General Conditions that section
shall read exactly as stated in the Standard Specifications 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 rather than an area landfill Recyclable Waste Materials include
asphalt concrete brick concrete block and rock Special Provisions Any provisions which supplement or modify the Standard Specifications including these General Conditions Part A the
Supplementary General Conditions Part B and the Technical Provisions Part C Total Bid Price The amount stated in the Contract form including authorized adjustments pursuant to Change
Orders which is the total amount payable by the City to the Contractor for performance of the Work under the Contract Also sometimes referred to as the Contract Price in the Standard
Specifications and other Contract Documents END OF SECTION GENERAL PROVISIONS 3
SECTION 2 SCOPE AND CONTROL OF WORK The project consists in the removal of existing parking lot and miscellaneous and the construction of a new parking lot parking lighting irrigation
and landscape 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 Companythat said Bonding Company thereby waives the right of special notification of any
changes or modifications of the Contract or of extensions of time or of decreased or increased Work or of cancellation of the Contract or of any other act or acts by the Owner or any
of its authorized representatives If the Contract Price is increased in accordance with the Contract the Contractor shall upon request of the City cause the amount of the bonds to be
increased accordingly and promptly deliver satisfactory evidence of such increase to the City Pursuant to Public Contract Code Section 4108 Contractor shall require all Subcontractors
providing labor and materials in excess of the amount indicated in the Notice Inviting Bids to supply Payment and Performance Bonds in accordance with the same bond requirements applicable
to the Contractor Contractor except that the bond amounts shall equal the total amount of their subcontract The Contractor shall specify this requirement for Subcontractor bonds in his
written or published request for Subcontractor bids Failure to comply with this requirement shall not preclude Contractor from complying with the Subcontractor bonding requirements The
practice of issuing separate purchase orders andor subcontracts for the purpose of circumventing the Subcontractor bonding requirements shall not serve to exempt the Contractor from
these requirements No payments except for a reimbursement payment to the Contractor for the cost of the Csontractor own Faithful Performance and Payment bonds shall be made to the GENERAL
PROVISIONS 4
Contractor until the Contractor provides the aforementioned Subcontractor bonds to the Contractor 25 PLANS AND SPECIFICATIONS 251 General The second full paragraph of Section 251 of
the Standard Specifications shall be amended to include the following at the end of that paragraph All Contract Documents are essential parts of the Contract for a given project Any
requirement included in one Contract Document shall be as binding as though included in all as they are intended to be cooperative and to provide a description of the Work to be done
252 Precedence of Contract Documents The provisions of Section 252of the Standard Specifications shall be revised to read as follows in resolving disputes resulting from conflicts errors
or discrepancies in any of the Contract Documents the document highest in precedence shall control The order of precedence shall be as listed below Change Orders or Work Change Directives
2 Agreement 3 Addenda 4 Csontractor Bid Bid Forms 5 Special Provisions 6 General Conditions 7 Standard Specifications 8 Notice Inviting Bids 9 Instructions to Bidders 10 Specifications
11 Plans Contract Drawings 12 Standard Plans 13 Reference Documents With reference to the Drawings the order of precedence shall be as follows 1 Figures govern over scaled dimensions
2 Detail drawings govern over general drawings 3 Addenda or Change Order drawings govern over Contract Drawings 4 Contract Drawings govern over Standard Drawings 5 Contract Drawings
govern over Shop Drawings 254 Interpretation of the Plans and Specifications Section 254 shall be added to the Standard Specifications to read as follows GENERAL PROVISIONS 5
Should it appear that the Work to be done or any matter relative thereto is not sufficiently detailed or explained on the Plans or in the Specifications the Contractor shall 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 referto the Engineer or Csity 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 enforce and make effective such decisions and actions as the Contractor fails to carry out promptly
GENERAL PROVISIONS 7
211 INSPECTION The provisions of Section 211 shall be amended to include the following at the end of that Section The Engineer shall have complete and safe access to the Work at all
times during construction and shall be furnished with every reasonable facility for ascertaining 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 321 of the Standard Specifications shall be amended to include the following at the
end of that Section Contractor shall not be entitled to claim or bring suit for damages whether for loss of profits or otherwise on account of any decrease or omission of any item or
portion of Work to be done Whenever any change is made as provided for herein such change shall be considered and treated as though originally included in the Contract and shall be subject
to all terms conditions and provisions of the original Contract 32 Payment The provisions of Section 32of the Standard Specifications shall be revised to read as follows 321 Contract
Unit Prices Section 321shall be amended in its entirety to read as follows 321a Allowable Quantity Variations on Unit Price Contracts In the event of an increase or decrease in a bid
item quantity of a unit price contract the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit price established for such work
under the Contract Documents wherever such unit price has been established provided that an adjustment in the Contract Unit Price may be made for changes which result in an increase
or decrease in the quantity of any unit price bid item of the Work in excess of 25 percent or for eliminated items of work 321b Increases of More Than 25 Percent on Unit Price Contracts
On a unit price contract should the total quantity of any item of work required 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 T1l 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 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 other factors that could in anyway affect the Work or the costs thereof The Contractor is solely responsible for understanding the facilities difficulties and restrictions which
may impact the total and adequate completion of the Project The failure of the Contractor to acquaint himself with all available information regarding any applicable existing or future
conditions shall not relieve him from the responsibility for properly estimating either the difficulties responsibilities or costs of fully and adequately performing the Work according
to the Contract Documents END OF SECTION GENERAL PROVISIONS 13
SECTION 4 CONTROL OF MATERIALS 41 MATERIALS AND WORKMANSHIP 41 General Section 41 of the Standard Specifications shall be amended in its entirety to read as follows It is the intent
of the City in drafting the Contract Documents to accept only firstclass work materials parts equipment and workmanship All materials parts and equipment furnished by Contractor for
the Work shall be new high grade free from defects of specified kind and fully equal to samples when such samples are required Used or secondhand materials parts and equipment may be
used only if permitted by the Specifications When the quality or kind of material or articles required 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 4110Removal of Interfering Obstructions
Section 4110shall be added to the Standard Specifications to read as follows The Contractor 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 4112 Diversion of Recyclable Waste Materials Section 4112shall 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
contractors trenches the utility involved shall be supported properly by the Contractor to the satisfaction of the utility owner The method of support of the utility precautions to be
taken during trench backfill and compaction etc shall be per the utility oswner requirements The Contractor shall contact the utility owner should it anticipate such exposure of any
of the existing utilities GENERAL PROVISIONS 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 the Work 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 or 2 when the Contractor or his workmen fail or refuse to carry out orders or to perform any or all of the requirements
of the Contract 3 when the Contractor fails or refuses to 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 five5days 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 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 of Twentyfive Dollars0205for
each worker employed in the execution of this Contract by the Contractor or by any Subcontractor for each calendar day during which such worker is required or permitted to work more
than eight 8 hours in any calendar day or forty 40 hours in any one 1 calendar week except when payment for overtime is made at not less than one and onehalf 112times the basic rate
for that worker 724 Licensing Requirements Pursuant to Section 710258 of the Business and Professions Code and Section 3300 of the Public Contract Code all bidders must possess proper
licenses for performance of this Contract Contractors shall meet the California Csontractor license requirements set forth in the Notice Inviting Bids Subcontractors must possess the
appropriate licenses for each specialty subcontracted Pursuant to Section 75028 of the Business and Professions Code the City shall consider any bid submitted by a contractor not currently
licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive and the City shall reject the Bid The City shall have the right
to request and the Bidders shall provide within 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 Construction related 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 rcionvge erosion susceptible slopes Please refer to the California Stormwater Quality
Asssociation Construction Handbook available for free on their website ccwabmopwhanmdbwooks 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 114acre in size in different parts of the City are to be reconstructed
then a WDID Number must be obtained To request a Notice of Intent NOI you must contact the Regional Board at Los Angeles Regional Water Quality Control Board 320 W 4 Street Suite 200
Los Angeles California 90013 Phone 213 5766600 Fax 213 5766640 Internet Address httpswgcwworacwvb rwgcb4 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 from major construction materials
wastes and activities A site plan construction plans may be used indicating the selection of BMPs and GENERAL PROVISIONS 27
their location where appropriate Nonstorm water discharges their locations and the BMPs necessary to prevent the discharge A maintenance and selfinspection schedule of the BMPs to determine
the effectiveness and necessary repairs of the BMPs and A certification statement that all required and selected BMPs will be effectively implemented Within 7 days after the City has
certified the contract the Contractor shall submit two 2 copies of the proposed SWPPP to the City The City shall review the SWPPP within 14 days of receipt of the plan If revisions are
required the Contractor shall revise and resubmit the document within 7 days of their receipt of the Csity comments The City shall then have 7 days to consider the revisions made by
the Contractor and approve the SWPPP The Contractor shall maintain a minimum of two readily accessible copies of the SWPPP at the project site The SWPPP shall be made available upon
request of a representative of the Regional Water Quality Control Board RWQCB or theUS Environmental 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 ccwabmopwhanmdbwooks
in conjunction with all activities and construction operations 1 Construction Practices NS2 NS3 NS4 and NS6 2 Material and Waste Management WM01 WMO2 and WM04 GENERAL PROVISIONS 28
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 responsibility for SWPPP implementation shall continue throughout any temporary suspension of work GENERAL PROVISIONS 29
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 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 For any significant volume of material that entered the storm drain or receiving water
GENERAL PROVISIONS 30
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 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 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 GENERAL PROVISIONS 31
installing constructing maintaining removing and disposing of control measures except those that were installed as a part of another structure shall be included in the unit prices bid
for the various related items of work and no additional compensation will be made therefore 78 Sound and Vibration Control Requirements Section 78shall be added to the Standard Specifications
to read as follows The Contractor shall comply with all local sound control and noise level rules regulations and ordinances including hours of operation requirements No internal combustion
engine shall be operated on the Project without a muffler of the type recommended by the manufacturer Should any muffler or other control device sustain damage the Contractor shall promptly
remove the equipment and shall not return said equipment to the job until the device is repaired or replaced Said noise and vibration level requirements shall apply to all equipment
on the job or related to the job including but not limited to trucks transit mixers or transit equipment that may or may not be owned by the Contractor 710 PUBLIC CONVENIENCE AND SAFETY
7140Safety 71140 Safety Orders Section 71140 shall be amended to add the following to the beginning of the first full paragraph In accordance with generally accepted construction practices
the Contractor shall be solely and completely responsible for conditions of the job site including the safety of all persons and property in performance of the Work This requirement
shall apply continuously and shall not be limited to normal working hours The Csontractor duty to preserve safety shall include but shall not be limited to the erection and maintenance
of temporary fences bridges railings and barriers the placement of guards maintenance and operation of sufficient lights and signals and all other precautions necessary to maintain safety
in the vicinity of the Work Any duty on the part of the Csity Representative or other City employee or agent to give general engineering supervision of the Csontractor performance is
not intended to include the review of the adequacy of the Csontractor safety measures Nothing herein shall relieve Contractor of his sole and complete responsibility for safety conditions
on the Site Section 71140 shall
be amended also to add the following to the beginning of the second full paragraph Pursuant to Labor Code Section 6705 if the Contract Price exceeds02050and if the Work governed by this
Contract entails excavation of any trench or trenches five 5 feet or more in depth Contractor shall comply with all applicable provisions of the Labor Code including Section 6705 regarding
sheeting shoring and bracing 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 II or Class III disposal site 2 subsurface
or latent physical conditions at the site differing from those indicated by City and 3 unknown physical conditions of an unusual nature at the site significantly 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 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 GENERAL PROVISIONS 33
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 Contractor shall reimburse City its officials officers employees volunteers
or agents for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided The only limitations on this 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 931 of 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 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 Owner for payment All billings shall be directed to the Engineer Pursuant to Section 22300 of the California Public Contract Code In accordance with California Public
Contract Code Section 22300 the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract At the request and expense
of the Contractor securities equivalent to the amount withheld shall be deposited with the City or with a state or federally chartered bank in California as the escrow agent and thereafter
the City shall then pay such monies to the Contractor as they come due Upon satisfactory completion of the Contract the securities shall be returned to the Contractor The Contractor
shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon The escrow agreement used for the purposes of this Section shall
be in the form provided by the City The Contractor shall submit with each invoice the Csontractor conditional waiver of lien for the entire amount covered by such invoice as well as
a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices Waivers of lien shall be in
the forms prescribed by California Civil Code Section 3262 Prior to final payment by the Owner the Contractor shall submit a final waiver of lien for the Csontractor work together with
releases of lien from any subcontractor or materialmen END OF SECTION GENERAL PROVISIONS 37
t
SUPPLEMENTARY GENERAL CONDITIONS 101 GENERAL 101 Description of Work The work consists in the removal of existing parking lot complete and the construction of new parking lot pavement
parking lot lighting landscape and irrigation street modification along Muscatel Avenue and Steele Avenue and appurtenances 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 SIXTY 60 calendar days Work on this project shall commence no later than ten 10 days from
the date of Notice to Proceed b The contractor shall submit to the Engineer a time schedule of work for the various sequences of the major operations Said schedule shall be submitted
at least 5 working days prior to the beginning of work and shall be subject to the approval of the Engineer C Working hours on this project shall be limited to 700 am to 500 pm with
no work on Saturdays Sundays Holidays and alternate Fridays in which City Hall is closed Except when authorized by the Director of Public Works or City Engineer d Inspection The City
shall provide inspection for an 8hour day for normal working days The City will deduct from the csontractor invoice an amount equal to 65 per hour for inspection in excess of the foregoing
including legal holidays City Hall closed Fridays and weekends e Weight master certificates are source documents and it is the csontractor responsibility to collect the material tickets
from the drivers at the delivery point sign and date them and submit to the City Inspector f Contractor shall notify all property owners along Muscatel Avenue and Ivar Avenue of all
activities written notification shall be delivered to properties at least fortyeight 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 Contractor should use City site for storage 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 and ARA ARA during the period which the contractor occupies the site The yard shall
be fenced with Cityapproved temporary chain link fence and gsate The yard shall be secured at all times The Contractor shall be responsible for required utilities if available The Contractor
shall store all materials in a manner which complies with msanufacturer recommendations andor legal requirements The yard shall be maintained in a manner consistent with surrounding
properties After the project is constructed the Contractor shall move off of the yard and return the yard to a condition similar to before he moved on the yard In order to assure these
requirements are met the Contractor shall have an independently prepared environmental report prepared prior to Contractor mobilization and after final cleanup Contractor and all subcontractors
shall not be permitted to place any signage or advertising signs on the site unless csity written approval is obtained 105 UTILITIES SUPPLEMENTARY GCs3
105 UTILITIES The contractor will obtain the locations of underground facilities from the utility companies at least twentyfour 24 hours prior to commencing construction in such areas
At all time the contractor shall be responsible for the protection of such facilities and shall be held liable for damage to utilities during construction The contractor is responsible
to call Underground Service Alert at 800 422 4133 at least 72 hours prior to commencing any work 106 CONSTRUCTION WATER It shall be the responsibility of the contractor to furnish an
adequate supply of water for construction use 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 10 retention will be paid 35 days after City Csouncil acceptance 1011 SURVEY MONUMENTS See Section 29 Surveying of the General Provisions
Page 7 1012 CLEANUP SUPPLEMENTARY GCs5
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 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
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 SUPPLEMENTARY GCs6
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
A f
TECHNICAL PROVISIONS SECTION 1 SITE MAINTENANCE 101 General The Contractor shall maintain the construction site in a neat and orderly condition free from trash and waste construction
materials at all times Unattended construction materials equipment and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance or danger due to rain wind
or other forces of nature The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the work These accommodations shall be maintained in a neat and
sanitary condition They shall also comply with all applicable laws ordinances and regulations pertaining to public health and sanitation of dwellings and camps Locations to be approved
by City Engineer The Contractor shall provide proper barricades with flashing lights properly working and temporary fencing to insure a safe construction site The Contractor shall maintain
the work site in a manner that assures adequate access to workers and other authorized personnel personnel The Contractor shall provide proper traffic control in all construction areas
102 Dust Control The Contractor shall exercise all reasonable and necessary means to abate undue dust Application of water for dust control shall be under the control of the Engineer
and shall be applied in the amounts and at locations designated by the Engineer or other City Representatives 103 Control of Water The Contractor shall work in a manner that does not
prevent storm or other water from flowing uninterrupted along the existing street drainage courses Diversion of water for short reaches to protect construction may be permitted if public
or private properties are not threatened with damage Should such diversions be necessary the Contractor shall obtain written permission from the applicable public agency or property
owner before the Engineer will permit any diversion of water outside rightsofway or normal drainage courses 104 Protection of Existing Improvements Construction operations shall be conducted
in a manner that assures all permanent facilities and improvements as well as temporary improvements which remain during the life of this contract are not subject to vertical settlement
or horizontal movement The Contractor shall work around all existing utility facilities During construction the Contractor shall cooperate with the owners of any utility that has manholes
vaults valve covers or any other facilities within
the construction area These facilities shall be completely protected by the Contractor The Contractor shall exercise care to prevent asphalt material from being deposited on concrete
surfaces Unless otherwise specified all costs for protection of existing improvements shall be absorbed in the various items of work and no separate payment shall be made for them TP1
105 Restoration of Existing Improvements All existing improvements removed or damaged during construction shall be reconstructed in accordance with the applicable provisions of the Standard
Specifications for Public Works Construction 2009 Edition hereinafter referred to as the Standard Specifications The Contractor shall replace or restore existing improvements to their
original condition to the satisfaction of the Engineer at no expense to the City 106 Disposal of Removed Cleared and Waste Material All removed cleared and waste material shall become
the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances and regulations of governmental agencies
having jurisdiction 107 Final Clean Up After completion of all other work required under the contract the Contractor shall at no expense to the City clean up the work site including
any and all properties used by the Contractor during construction to the satisfaction of the Engineer The Contractor shall remove and dispose of all excess materials The Contractor shall
repair replace or restore to the satisfaction of the Engineer all property of any type or nature which has been moved damaged or altered in any way by the Csontractor operations The
Contractor shall return all roadway and adjoining surfaces to their original condition and appearance The Contractor shall provide all necessary means to avoid tracking asphalt oil on
existing asphalt pavement or concrete pavement during paving operations The Contractor shall slurry quick set emulsion aggregate slurry Type II cationic with 212latex additive all asphalt
pavement area where asphalt oil was accidentally tracked If tracking is left on the concrete pavement Contractor shall sand blast the affected area to its original condition and to the
satisfaction of the Engineer or City Representatives at no additional cost Any and all of these requirements shall be at the Csontractor expense 108 Payment No separate payment will
be made for Site Maintenance All costs for furnishing all labor materials tools dump fees and incidentals and doing all the work involved as specified herein and as directed by the Engineer
shall be included in the prices bid for the various contract items of work SECTION 2 CLEARING AND GRUBBING 201 General Clearing and Grubbing shall conform to Section 3001 Clearing and
Grubbing of the Standard Specifications In addition the following items of work are included under Clearing and Grubbing unless otherwise covered by specific bid items A Maintaining
dust control at all times by watering B Providing traffic control and maintaining access security and safety including all signs barricades flashers covers plates and chain link fencing
as specified elsewhere in these specificationsIta
C Protecting in place of existing water mains sewers gas lines water meters valve covers walls fences curbs fire hydrant telephone and power poles and other existing structures D Removing
storing and replacing removable and portable items and their safe handling and keeping E Providing temporary pumps conduits and any other necessary means to convey waste waters in order
to bypass the construction as needed and as approved by the Engineer F Saw cutting Portland cement concrete and asphalt concrete pavement for construction of smooth and straight joins
G Removing relocating and replacing all sprinkler lines heads valves and other landscaping items interfering with the construction of improvements H Removing and disposing of all existing
improvements interfering with the construction of new improvements andor as required elsewhere in these specifications and not included in other bid items I Restoring landscaping or
any other miscellaneous improvements damaged during construction J Removing replacing backfilling and compacting miscellaneous earthwork resulting from removing existing improvements
that are not replaced and where excavations were made for concrete forming K Backfilling areas with clean topsoil grading to join elevation of newly constructed curb sidewalk and driveway
approach and seeding watering and caring for rye grass or approved equal by the Engineer until the grass is established L Providing all necessary means to prevent tracking of asphalt
oil on existing or new asphalt pavement during the paving operation and for restoring areas where asphalt oil was spilled M Coordinating the construction with all utility companies N
Obtaining permit from the appropriate water company for connection to fresh water source and delivering water to the point of use and assuming payment of all fees and payment for water
used O Providing construction signs as specified in the Special Provisions of these specifications P Storing construction equipment and materials TP3
Q Providing a truck haul route R Providing ADA temporary access to City Hall and Library during construction S Install 2 x 4 Redwood Header T Pothole existing Utilities as shown on the
plans U Install temporally AC as indicated on the plans 202 Payment Payment for Clearing and Grubbing shall be included in the lump sum price under Bid Item No 1 Payment of the lump
sum price bid shall include full compensation for furnishing all labor materials tools and equipment and doing all work involved in Clearing and Grubbing as specified above and as directed
by the Engineer SECTION 3 CSONTRACTOR RESPONSIBILITIES BEFORE COMMENCEMENT OF THE PROJECT 301 General Due to the nature of this project involving some inconveniences the Contractor shall
respond to all complaints associated with the project that include any alleged damage to private property andor vehicles within 24 hours of notification Failure to comply with this provision
will result in an additional penalty of050 per occurrence The City reserves the right after 24 hours of notification to respond to the complaint and repair the alleged damage The Contractor
shall reimburse the City for all costs involved in addressing the complaint including any administrative costs incurred by the City 302 Notification of Affected Owners or Businesses
The Contractor shall distribute notices informing those affected that construction will be performed in proximity to their property The notice shall be distributed not less than 24 hours
before commencement of work The Contractor shall provide a sample notification to the Engineer for approval 303 NO PARKING Signs The Contractor shall post temporary NO PARKING signs
at no cost to the City The NO PARKING signs will be in place not less than 24 hours prior to performing the work 034 Payment No separate payment will be made for Csontractor Responsibilities
Before Commencement of the Project All costs for furnishing all labor materials tools and incidentals and doing all the work involved as specified herein and as directed by the Engineer
shall be included in the prices bid for the various contract items of work SECTION 4 EARTHWORK ROADWAY EXCAVATION AND EXPORT 401 General Earthwork Roadway Excavation and Fill shall include
excavating removing hauling disposing and placing in fill embankment using approved materials to the subgrade elevation indicated on the Plans Roadway excavation shall include removal
of TP4
asphalt concrete pavement Portland cement concrete pavement roadway base material curb sidewalk and driveway approach The work shall also include compacting original ground providing
and placement of fill material overhauling finishing roadway subbase and miscellaneous grading Earthwork subgrade preparation and finishing roadway shall conform to the applicable requirements
of Section 300 Earthwork and other pertinent sections of the Standard Specifications for the various items involved and the following requirements The Contractor shall protect all work
from inclement weather at all times In the event of any storm during construction the Contractor shall provide means to divert runoff water carrying silts debris etc from entering the
storm drain system as required by the Clean Water Act and the NPDES 402 Subgrade Preparation Subgrade preparation shall conform to the provisions of Section 301 Treated Soil Subgrade
Preparation and Placement of Base Material of the Standard Specifications and soil report Subgrade shall be compacted as specified in Section 30113Relative Compaction of the Standard
Specifications Finished subgrades shall not deviate more than002 feet from the theoretical grading plane Existing soils exposed below pavement replacement areas should be scarified at
least 6 inches moisture conditioned as needed to near optimum moisture content and compacted to at least 95 of the laboratory maximum dry density ASTM D 1557 to produce a firm and unyielding
surface 043 Unsuitable Material To the best of the Esngineer knowledge no unsuitable material will be encountered below the grading plane on this project However should unsuitable material
be encountered it shall be removed and replace with select material from the site at the direction of the Engineer all in accordance with the provisions of Section 5 of the Technical
Provisions of these Specifications 404 Fill Fill shall be placed in lifts compatible with the type of compaction equipment used but no greater than 8 inches in thickness and shall be
compacted to a minimum relative compaction of 95 percent relative compaction as specified in Section 30113 of the Standard Specifications Each fill lift shall be treated in a similar
manner Subsequent lifts shall not be placed until the preceding lift has been approved by the Engineer Fill soils shall consist of excavated onsite soil or imported soil approved by
the soils engineer All organic or deleterious material shall be removed from the fill material prior to placement and compaction All imported fill shall be granular and non expansive
or of low expansion potential plasticity index less that 15 Rocks asphalt concrete and Portland cement concrete larger than 4 inches in diameter shall not be used unless they are sufficiently
broken down 405 Safety Precautions All excavation shall be performed protected sheeted shored braced and otherwise supported as required for safety and in the manner set forth in the
operation rules orders and regulations prescribed by the Division of Industrial Safety of the TP5
State of California Barriers shall be placed in such locations as necessary along excavations to warn all pedestrian and vehicular traffic of such excavations 406 DeWatering The Contractor
shall provide and maintain at all times during construction ample means and devices to promptly dispose of all water from any source entering structural excavation conduit trenches or
other excavations Dewatering shall be accomplished by methods which will insure a dry excavation the preservation of final grades and proper soil conditions 407 Disposal of Excess Excavated
Material All excess excavated material shall become the property of the Contractor and shall be removed from the site and disposed of by the Contractor at no expense to the City 408
Payment Payment for Earthwork Roadway Excavation and Fill shall be included in the lump sum price under Bid Item No 3 Payment of the lump sum bid shall include full compensation for
furnishing all labor materials tools equipment dump fees and incidentals and doing all the work work involved as specified herein and as directed by the Engineer SECTION 5 COMPACTED
SELECTED FILL 501 General The subgrade under removed curb and gutter sidewalk driveway apron curb ramp local depression cross gutter and street pavement shall be inspected prior to placing
forms Unsuitable subgrade material as determined by the Engineer shall be removed and replace with selected fill material and compacted to not less than 95 percent relative compaction
as specified in Section 30113 of the Standard Specifications The extent of removal and replacement shall be determined by the Engineer 502 Payment Payment for Compacted Selected Fill
will be made at the unit price bid under Bid Item No 4 The unit price paid shall include full compensation for furnishing all labor materials tools and equipment to remove the unsuitable
subgrade place and compact selected fill and complete the work specified Since the amount of unsuitable subgrade cannot be determined until the existing improvements are removed the
quantity specified in the bid item is an estimate only and may vary according to the amount of unsuitable material encountered if any at the time of construction SECTION 6 SHORING FOR
EXCAVATION If Applicable 601 General The Contractor shall conform to requirements of State of California Labor Code Section 6500 The Contractor shall obtain approval from the State Division
of the Industrial Safety andor OSHA for shoring to be used in the inspection of the project 602 Payment No separate payment will be made for Shoring for Excavation The work shall be
included in the lump sum bid under Clearing and Grubbing Payment shall include full compensation for furnishing all labor materials tools equipment and incidentals and for TP6
doing all work involved in furnishing installing and removing shoring for excavations as specified herein and directed by the Engineer SECTION 7 REMOVAL HAULAWAY AND DISPOSAL OF MATERIALS
701 General The Contractor shall remove haulaway and dispose of all existing pavement curb curb and gutter sidewalk driveway and other improvements including barrier poles landscaping
trees and irrigation facilities as noted on the Plans and interfering with the new construction unless otherwise noted on the Plans 702 Payment Payment for Removal Haulaway and disposal
of waste materials shall be included in the lump sum price under Bid Item No 2 Payment of the lump sum bid shall include full compensation for furnishing all labor materials tools equipment
dump fees and incidentals and doing all the work involved as specified herein and as directed by the Engineer SECTION 8 ASPHALT CONCRETE PAVEMENT AND OTHER ASPHALT ITEMS 801 General
Asphalt concrete pavement shall be C2PG 6410 and D1 PG 6410 and shall be constructed in accordance with Section 203 Bituminous Materials and Section 3025 Asphalt Concrete Pavement of
the Standard Specifications and the Plans 802 Asphalt Concrete Pavement Asphalt concrete pavement reconstruction shall be constructed in accordance with Section 3025 Asphalt Concrete
Pavement of the Standard Specifications Asphalt concrete to be used for this work shall be C2PG 6410 and D1PG 6410 The existing asphalt concrete pavement adjacent to new curb and gutter
cross gutter and local depression construction shall be sawcut and removed the distance shown on the Plans but no less than a minimum of one foot from the outside edge of construction
803 Subgrade Asphalt concrete pavement shall be constructed on 95 Relative Compacted Crushed Miscellaneous Base Subgrade preparation for the pavement shall be as specified in Section
4 of these Specifications 804 Clean Concrete Improvements After Asphalt Concrete Pavement Overlay The Contractor shall remove all asphalt concrete pavement overlay that spills onto the
concrete curb gutter cross gutter local depression and all other concrete improvements Removal shall be done as soon as practical after the asphalt concrete pavement has been laid Any
oil or other spillage onto concrete improvements shall also be removed in a manner to leave them completely clean of any paving material 805 Payment Payment for Asphalt Concrete Pavement
and Patch will be made at the unit price bid under Bid Item No 6 and 7 The unit prices 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 TP7
and disposal fees Subgrade preparation and cleaning of concrete improvements will be included in the cost bid for Asphalt Concrete Pavement 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 520 C2500 and 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 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 113 1 All sidewalks shall be 4 inches thick Weakened plane joints shall be constructed
at regular intervals following the pattern of existing sidewalk adjacent to the sidewalk being 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 1114 In addition the depressed curb and gutter shall be constructed separately from the ramp At locations where the curb ramp is constructed adjacent to
concrete cross gutter or pavement the concrete shall be saw cut and removed a distance of three 3 inches from the flow line After removing the forms for the construction of the curb
ramp the 3inch area of removed concrete pavement shall be replaced with concrete equal to the thickness of the pavement removed Asphalt concrete adjacent to the construction of curb
ramps shall be TP8
removed a distance of 3 feet per SPPWC Standard plans 1114 Asphalt concrete pavement for pave out sections constructed in conjunction with the construction of curb ramps shall be minimum
of 6inch thick Cost for curb ramps shall include the removal and replacement of additional sidewalk between BCR and ECR both locations No additional payment will be made for additional
sidewalk to be replaced if necessary between BCR and ECR and shall be included as part of the Curb Ramp Bid Item Curb and Gutter adjacent to the Curb Ramp shall not be poured monolithically
with adjacent concrete improvements such as ramps etc 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 including landscape 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 Contact Persons
Rolance Mehserdjian Armorcast Products Company 13230 Saticoy Street North Hollywood CA 91605 Phone 818 4899156 Fax 818982 7742 or Larry Harden 818 2633401 906 Payment Payment for Concrete
Construction will be made at the unit price bids under Bid Items No 9 10 11 12 13 14 15 16 and 17 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 disposal fees and the three 3 feet AC cut out pavement
and replacement as indicated on the plans SECTION 10 ADJUST MANHOLE FRAME AND COVER TO GRADE 0101 General All manhole frames and covers shall be marked as to their location by the Contractor
prior to placement of the asphalt concrete pavement Upon completion of the asphalt concrete pavement and after reasonable time is allowed for setting the Contractor shall raise the manhole
frames and covers to grade in accordance with Section 30116 Adjustment of Manhole Frame and Cover Sets to Grade of the Standard Specifications 0102 Manhole Frame and Cover or Vault The
manhole frame and cover or concrete vaults that are at the finish grade of the street shall be protected along with the vault during the cold milling and paving operations Payment for
protecting vault and manhole will be included in the lump sum for Bid Item 1 TP9
0103 Payment Payment for adjusting manhole frames and covers to grade will be made at the unit price bid under Bid Item 18 The unit price paid shall include full compensation for furnishing
all labor material tools and equipment and doing all work as specified herein and as directed by the Engineer SECTION 11 SIGNING STRIPING AND PAVEMENT MARKERS 011 GENERAL All equipment
materials machines and components used for signing striping stenciling and the installation thereof shall conform to the State of California Department of Transportation CALTRANS Standard
Specifications May 2006 Edition and the Manual on Uniform Traffic Control Devices MUTCD for Streets and Highways 2006 Edition and the MUTCD 2006 California Supplement Section 15 EXISTING
HIGHWAY FACILITIES Section 56 SIGNS Section 84 TRAFFIC STRIPES AND PAVEMENT MARKINGS The Caltrans plans and Specifications are hereinafter referred to as State Standard Plans SSP and
State Standard Specifications SSS 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 All striping details including crosswalks
limit lines pavement markings and diagonal lines shall be installed with thermoplastic All curb markings shall be installed with two coats of water borne base paint Control of Alignment
and layout The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction
of the Engineer TP10
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 Yi in 50 from the specified
alignment When no previously applied figures markings or traffic striping are available to serve as a guide suitable layouts shall be spotted in advance of the permanent thermoplastic
application Using a rope as a guide for making spots every fivefeet 5 may spot traffic lines by using a marking wheel mounted on a vehicle or by other means satisfactory to the Engineer
The layout of all work to be painted shall be inspected and approved prior to painting Any work painted without prior approval of the layout is subject to removal and replacement at
Csontractor expense The Contractor shall employ a worker with minimum of five 5 years of experience to supervise the location alignment layout dimensions and application of the pavement
markings 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 tmemaprkorinargy tape is used all tape shall be removed prior to installation of permanent striping 102 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 18 No additional compensation shall be made 103 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 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
TP11
All stripping removals shall include removal of associated raised pavement markers 104 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 29 No additional
compensation shall be made 105 SIGNS SSS SECTION 56 562 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 T 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 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
is to be embossed on the back of the sign and shall be considered as the start of the warranty period Property of the City of Rosemead should also be embossed on the back of the sign
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 onefoot1to 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 TP12
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 Sign posts shall be installed threefeet T behind curb face Sign posts installed within the sidewalk must maintain a minimum of fourfeet4 horizontal clearance for
pedestrians All signs shall be standard size and reflectorized color as specified in the California Manual on Uniform Traffic Control Devices MUTCD latest 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 106 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 Item 29 No additional compensation shall be made SECTION 12 CONSTRUCTION SURVEY 0112 General The Contractor shall provide construction survey for the
street including office research of notes plats or other necessary documents marking removal limits grade staking tying and relocating utilities All work shall be done to the satisfaction
of the Engineer The City of Rosemead will provide copies of all existing survey control points within the project limits Prior start of construction the City of Rosemead will provide
for the perpetuation of all existing monumentation within the project limits The Contractor shall notify the City of Rosemead in advance in the event that any monumentation or witnesses
to the monumentation should fall within any removal area The contractor shall provide at the time of the preconstruction meeting a tentative schedule of operations to allow the City
of Rosemead sufficient time to set temporary construction control Any questionable grade elevation location or element of design shown on the plans shall be brought to the immediate
attention of the Engineer in writing for clarification prior to construction The City reserves the right to verify all staking and monumentation for horizontal and vertical accuracy
The allowable error shall not exceed002 feet vertically or horizontally TP13
Any staking found to exceed allowable error shall be reset at the sole expense of the Contractor and no additional compensation will be made therefor All work described in this Section
shall be done by or under the direction of a Professional Land Surveyor or a Registered Civil Engineer authorized to practice Land Surveying in the State of California herein referred
to as Surveyor 012 Staking The csontractor surveying shall have all the necessary tools materials personnel available at the job site for hubbing blue yellow and red tops at the time
that they are set and shall adequately reference all such stakes by setting hubs three 3 inches below subsurface The surveyor shall have the option of establishing line and grade either
by setting stakes to finished grade marking the cuts and fills on the pavement or referring to stakes spikes drill holes chisel cuts etc on a grade sheet Normally stakes will be set
and stationed by the surveyor for rough grade curbs headers sewers storm drains and structures and a corresponding cut or fill to finished grade or flow line indicated on a grade sheet
If the surveyor elects to set stakes to the finished grade the top of these stakes will be colored with blue crayon or paint All elevations will be established with a Ssurveyor instruments
For street improvements the Surveyor will establish rough grade elevations at 25foot intervals along the street After completion of the rough grading heshe will establish elevations
for curb or pavement headers Elevations will be established at all points indicated by elevations shown on the plans Elevations will be established at 25foot intervals on the centerline
and at all grade changes For paint data on the surface of the existing pavement andor base course and each lift to indicate the fill to finished grade at such locations and intervals
as to provide adequate control for laying the wearing surface course to finished grade For integral curb and gutter blue tops for the flow line will not be set but curb elevations shall
be established established at all changes in grade and at 25foot intervals when the grade is more than05and a 10foot intervals when the grade05or less In the case of integral curb and
gutter with a varying curb face grade sheets will show cuts and fills to the top of the curb or to the flow line and indicate the required curb face For sewers and storm drains the Surveyor
will establish elevations at 25foot intervals along the main line at all grade change points indicated on the plans at inlet and outlets of structures and at the upper ends of house
connections and laterals Normally elevations for narrow trenches will be established by means of offset stake and a grade sheet giving cuts from such stakes will be issued When determined
necessary blue tops will be set in the trench for line and grade Distance and measurements except elevations and structural dimensions are given and made on horizontal planes Copies
of all grade sheet shall be provided to the Engineer for filing TP14
All costs involved in meeting the above requirements shall be included in the unit prices bid for the various related items of work and no additional compensation will be made therefor
SECTION 13 SURVEY WELL MONUMENT 901 General Contractor shall coordinate the installation of well monuments with the City Surveyor Danielson Surveying 818 3628886 626 3376854 F 818 3628000
13916 Tyler St Sylmar CA 91342 idanafonielsonsurveyicnogm 902 Payment Payment for Well Survey Monument will be made at the unit price bid under Bid Item No 34 The unit prices paid shall
include full compensation for furnishing all labor materials tools and equipment to complete the work specified herein and as directed by the Engineer including the costs for core drilling
cement and appurtenances as indicated on the City of Rosemead Standard Plan S08001 TP15
Specifications No 0510610 SECTION 02230 SITE CLEARING PART1 GENERAL 1 SUMMARY A Section Includes Removal and disposal of vegetation grass grass roots weed growth tree roots brush masonry
concrete rubbish debris and other objectionable materials within limits of the Work B Related Section Section 02900 Landscaping 12 SUBMITTALS A Shop Drawings Submit site plan indicating
extent of site clearing 13 QUALITY ASSURANCE A Comply with Standard Specifications for Public Works Construction current edition as a minimum requirement 14 JOB CONDITIONS A Condition
of Premises Accept the premises as found and clear the Project site as specified B Protection of existing vegetation Protect from damage individual trees groups of trees shrubbery lawns
and other vegetation designated to remain which are damaged or destroyed Replace at Csontractor expense items damaged or destroyed with like items in sizes and quantity of the damaged
or destroyed material Assessment of material value shall be established by City of Rsosemead Representative C Protect existing utilities D Provide barricades and guards as required to
protect trees and existing improvements PART 2 PRODUCTS NOT USED PART 3 EXECUTION 31 CLEARING AND GRUBBING OF LANDSCAPE A Clearing Dispose of the vegetation designated for removal together
with the brush and rubbish occurring within the construction limits as noted on the plan Note the dimensions of offset and plant removal as some of the existing planting is to remain
B Grubbing Remove and dispose of all matted roots and all roots larger than 3 inches in diameter in all construction areas in all cut areas and in all other areas having less than 2
feet of fill ROSEMEAD COMMUNITY RECREATION CENTER SITE CLEARING AND LIBRARY PARKING LOT PROJECT 022301 ROSEMEAD CALIFORNIA
Specifications No 0510610 C Removal All cleared and grubbed materials shall be promptly removed completely away from the Project site Do not store or permit debris to accumulate on the
Project site D Do not burn materials or debris on the premises 32 CLEANUP A Remove rubbish debris and waste materials and legally dispose of off the Project site END OF SECTION 02230
ROSEMEAD COMMUNITY RECREATION CENTER SITE CLEARING AND LIBRARY PARKING LOTPROJECT 022302 ROSEMEAD CALIFORNIA
Specifications No 05610 SECTION 02230 SITE CLEARING PART GENERAL 1 SUMMARY A Section Includes Removal and disposal of vegetation grass grass roots weed growth tree roots brush masonry
concrete rubbish debris and other objectionable materials within limits of the Work B Related Section Section 02900 Landscaping 12 SUBMITTALS A Shop Drawings Submit site plan indicating
extent of site clearing 13 QUALITY ASSURANCE A Comply with Standard Specifications for Public Works Construction current edition as a minimum requirement 14 JOB CONDITIONS A Condition
of Premises Accept the premises as found and clear the Project site as specified B Protection of existing vegetation Protect from damage individual trees groups of trees shrubbery lawns
and other vegetation designated to remain which are damaged or destroyed Replace at Csontractor expense items damaged or destroyed with like items in sizes and quantity of the damaged
or destroyed material Assessment of material value shall be established by City of Rsosemead Representative C Protect existing utilities D Provide barricades and guards as required to
protect trees and existing improvements PART 2 PRODUCTS NOT USED ROSEMEAD COMMUNITY RECREATION CENTER SITE CLEARING AND LIBRARY PARKING LOT PROJECT 022301 ROSEMEAD CALIFORNIA
Specifications No 05610 PART 3 EXECUTION 31 CLEARING AND GRUBBING OF LANDSCAPE A Clearing Dispose of the vegetation designated for removal together with the brush and rubbish occurring
within the construction limits as noted on the plan Note the dimensions of offset and plant removal as some of the existing planting is to remain B Grubbing Remove and dispose of all
matted roots and all roots larger than 3 inches in diameter in all construction areas in all cut areas and in all other areas having less than 2 feet of fill C Removal All cleared and
grubbed materials shall be promptly removed completely away from the Project site Do not store or permit debris to accumulate on the Project site D Do not burn materials or debris on
the premises 32 CLEANUP A Remove rubbish debris and waste materials and legally dispose of off the Project site END OF SECTION 02230 ROSEMEAD COMMUNITY RECREATION CENTER SITE CLEARING
AND LIBRARY PARKING LOT PROJECT 022302 ROSEMEAD CALIFORNIA
Specifications No 0510610 SECTION 02810 LANDSCAPE IRRIGATION PART 1 GENERAL 1 DESCRIPTION A The work required under this Section consists of furnishing all labor materials equipment
services and related items necessary to complete all irrigation system work and all related work complete as indicated on the drawings or specified herein B The major items of work include
but are not limited to the following 1 Verify underground utility locations 2 Removal protection andor restoration of all existing improvements 3 Trenching and backfilling 4 Furnishing
and installing a fully operational automatically controlled irrigation system including all mains laterals fittings ball valves and drain valves etc Modifying at least two 2 existing
irrigation systems 5 Testing of system and making it operative 12 RELATED WORK SPECIFIED IN OTHER SECTIONS A Section 02900 Landscaping B Section 02920 Maintenance 13 REFERENCE SPECIFICATIONS
AND STANDARDS A City of Rosemead Plumbing Ordinance 14 QUALITY ASSURANCE REQUIREMENTS A System Performance 1 Minimum Water Coverage Not less than 100 percent of shrub ground cover and
planting areas ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 028101 ROSEMEAD CALIFORNIA
Specifications No 0510610 B Comply with requirements of utility supplying water for prevention of backflow and backsiphonage C Comply with requirements of authority with jurisdiction
for irrigation systems D Electrical wiring controls and devices shall be Underwriters Laboratories listed and labeled UL E Permits and Fees The Contractor shall obtain and pay for any
and all permits observations and inspections as required F Msanufacturer Directions Follow msanufacturer directions and detailed drawings in all cases when the manufacturers of products
used in this contract furnish directions covering points not included in the drawings and specifications G Ordinances and Regulations All local municipal and state laws and rules and
regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor
Anything contained in these specifications shall not be construed as conflicting with any such rules and regulations or the requirements of the same However when these specifications
and drawings call for or describe materials workmanship or construction of a better quality higher standard or larger size than is required by the above mentioned rules and regulations
the provisions of these specifications and drawings shall take precedence H Installer Qualifications Installer with 5 years minimum experience who has completed irrigation systems similar
in material design and extent to that indicated for this project that has resulted in construction with a record of successful inservice performance Explanation of Drawings Due to the
scale of drawings it is not possible to indicate all offsets fittings sleeves etc which may be required The Contractor shall carefully investigate the structural and finish conditions
affecting all of this work and plan work accordingly furnishing such offsets fittings sleeves etc as may be required to meet site conditions Drawings are generally diagrammatic and indicative
of of the work to be installed The Contractor shall install the work in such a manner as to avoid conflicts between irrigation systems planting other utilities and architectural features
2 The term City of Rosemead as used herein refers to the City of ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 028102 ROSEMEAD CALIFORNIA
Specifications No 05610 Rosemead authorized representative 3 The Contractor shall furnish and install all work called for on the drawings by notes or details whether or not specifically
mentioned in the specifications 4 The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions grade differences
or discrepancies in area dimensions exist that might not have been considered in engineering Such obstructions or differences shall be brought to the attention of the City of Rosemead
In the event this notification is not performed the irrigation contractor shall assume the full responsibility for any revision necessary 5 Do not purchase or install materials as noted
in legend on drawing when it is obvious there is an oversight or discrepancy Failure to obtain prior material approval may result in rejection by the City of Rosemead The Contractor
will be responsible for any revisions necessary due to his failure to bring material discrepancies to the attention of City of Rosemead or failure to comply with material submittals
6 The Contractor shall coordinate as necessary the work of this Section which is allied with the work of other trades 7 It is the intent of the drawings and specifications to describe
a complete irrigation system providing uniform water coverage If the plans or specifications appear in any way to be incomplete misleading conflicting or subject to misinterpretation
it is the Csontractor responsibility to bring these concerns to the City of Rsosemead attention before bidding If the Contractor fails to do so the Contractor must accept the City of
Rsosemead interpretation and any potential related financial impact that may occur 15 SUBMITTALS A Material List 1 The Contractor shall furnish the articles equipment materials or processes
specified by name in the drawings and specifications Substitution is allowed only with prior written approval of the City of Rosemead 2 Within twenty 20 days after award of contract
the Contractor shall ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 028103 ROSEMEAD CALIFORNIA
Specifications No 0510610 submit complete msanufacturer technical data and installation instructions material list to the City of Rosemead The Contractor shall commence no work before
receiving a statement of acceptance of irrigation material submittal Material list shall include the manufacturer name model number and description of all proposed materials and equipment
Specific product data also includes pressure rating rated capacity settings and electrical data of selected models for the following a Valves including generalduty underground manual
and automatic control check and ball types b Valve box c Drippers drip tubes and devices d Wiring solenoid and controller including controller wiring diagrams and controller protective
enclosure e Pipe and fitting including primer solvent cement and tracerwarning tape f Automatic ET irrigation controller enclosure and related devices Please submit all original invoices
pertaining to the controller to Public Services at the City of Rosemead g Quick coupler h Backflow preventer 3 Equipment or materials installed or furnished without prior approval of
the City of Rosemead may be rejected and the Contractor required to remove such materials from the site at the Csontractor own expense 4 Approval of any item alternate or substitute
indicates only that the product or products apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted 5 Msanufacturer warranties
shall liability under the guarantee supplement the guarantee B Record and AsBuilt Drawings ROSEMEAD COMMUNITY RECREATION CENTER AND LIBRARY PARKING LOT PROJECT ROSEMEAD CALIFORNIA not
relieve the Contractor of his Such warranties shall only IRRIGATION 028104
Specifications No 0510610 1 The Contractor shall provide and maintain an uptodate and complete set of project record documents in the form of a set of blueline and blackline prints These
documents shall be updates daily and shall show all changes from the original drawings and specifications as well as exact asbuilt locations sizes and types of equipment The equipment
is to include water meter backflow preventers valve boxes valves piping irrigation devices accessories controls and wirings The Contractor shall keep this set of drawings on site and
use them only as a record set 2 These drawings shall also serve as work progress prints and shall be the basis for measurement and payment for work completed Drawings must be available
at all times for site reviews in a location designated by the City of Rosemead Should the record blueline or blackline progress prints be unavailable for review or fail to be uptodate
at the time of any site reviews it will be assumed no work has been completed and the Contractor will be assessed the cost of that site visit at the current billing rate of the City
of Rosemead No other inspections will take place until payment of that assessment 3 The Contractor shall make neat and legible notations daily on the record progress prints as the work
proceeds showing the work as actually installed Should equipment location differ from plan the Contractor must indicate the new location in a graphic manner matching the original symbols
in the irrigation legend The relocated equipment and the dimensions will then be transferred to the original asbuilt plan at the proper time 4 Before the final site inspection the Contractor
shall transfer all information from the asbuilt record prints to a final asbuilt plan The asbuilt plan shall be submitted to the City of Rosemead for approval prior to the making of
the controller chart 5 The Contractor shall dimension the following locations from two permanent points of reference building corners sidewalks road intersections etc a Connection to
existing water lines b Connection to power supply C Connection of all buried pipe d Gate and ball valves ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT
028105 ROSEMEAD CALIFORNIA
Specifications No 0510610 e Pressure line routing and directional turns dimension maximum 100 feet along routing f Automatic controller g Irrigation control valves h Remote control valves
i Control wire routing and pilot wires to valves j Tracer wires main line routing k Other related equipment as directed by the City of Rosemead 6 On or before the date of the final site
review the Contractor shall deliver the updated and completed reproducible drawings to the City of Rosemead Delivery of these drawings does not relieve the Contractor of responsibility
for furnishing any required information that may have been omitted from the prints C Controller Charts 1 Asbuilt record drawings must be approved by the City of Rosemead before controller
charts are prepared 2 The Contractor shall provide two controller charts for each controller installed 3 The chart shall show control wire locations and the area controlled by the automatic
controller and shall be the maximum size that the controller door will allow 4 The chart shall be based on the record drawing and shall be a half size photocopy or black line print Chart
shall have a different color used to show area of coverage for each station hydrozone However in the event that the controller sequence is not legible when the drawing is reduced it
shall be enlarged to a size that will be readable when reduced 5 When completed and approved hermetically seal the chart between two pieces of plastic thickness of each piece being minimum
20 mils Place a 34 inch brass grommet at each top corner ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 028106 ROSEMEAD CALIFORNIA
Specifications No 0510610 6 These charts must be completed and approved prior to final acceptance of the irrigation system Installation will not be accepted without charts 7 Upon approval
the two controller charts will be placed inside each controller D Operation and Maintenance Manuals 1 Prepare and deliver to the City of Rosemead within ten 10 calendar days prior to
completion of construction two hardcover threering binders containing all required and necessary descriptive material The manual shall describe the material installed and shall be in
sufficient detail to permit the operation personnel to understand operate and maintain all equipment Each complete manual shall include the following information a Index sheet stating
Csontractor address and telephone number b List of equipment with names addresses and telephone numbers of local manufacturer representatives C Catalog and parts sheets regarding all
material and equipment installed under this contract d Duration of guaranty period and warranty statement e Complete operating and maintenance instruction on all major equipment 2 In
addition to the above mentioned maintenance manuals instruct City of Rsosemead maintenance personnel regarding operation of major equipment and show written evidence to the City of Rosemead
at the conclusion of the project that this service has been rendered E Permits and Inspections 1 Obtain and pay for all permits and inspections required Deliver all certifications of
inspection to the City of Rosemead F Make arrangements for water and electric utilities and pay for main extensions service piping meters and any other charges imposed by the serving
utility companies prior to rendering service ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 028107 ROSEMEAD CALIFORNIA
Specifications No 0510610 G Equipment to be Furnished 1 The Contractor shall supply as part of this contract the following tools a Two 2 sets of special tools required for removing disassembling
and adjusting each type of valve supplied on this project b Two 2five foot valve keys for operation of gate valves C Two 2 keys for each automatic controller 2 The Contractor shall turn
over this equipment to City of Rosemead at the conclusion of the project Before final acceptance can occur written evidence that City of Rosemead has received materials must be shown
to the City of Rosemead 16 PROJECT CONDITIONS A Perform site survey research public utility records and verify existing utility locations Verify that irrigation system piping may be
installed in compliance with referenced standards Verify that existing irrigation ssystem isare fully operational B Site Information Data on indicated subsurface conditions is not intended
as representations or warranties of continuity of such conditions It is expressly understood that City of Rosemead will not be responsible for interpretations or conclusions drawn there
from by Contractor Data are made available for convenience of Contractor and are not guaranteed to represent conditions that may be encountered C Utilities Determine location of above
grade and underground utilities and perform work in a manner which will avoid damage Hand excavate if required Maintain grade stakes until removal is mutually agreed upon by parties
concerned D Coordinate with landscape contractor to activate system to provide for plants needs during installation as required 17 RESTRICTIONS TO THE WORK A Project on site with existing
landscape irrigation and capital facilities B It is required that the adjacent facility continue in normal operation during ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY
PARKING LOT PROJECT 028108 ROSEMEAD CALIFORNIA
Specifications No 05610 the period of the contract The Contractor shall therefore conduct his work with a minimum of disturbance or interference and in such a manner as not to restrict
or obstruct entrances exits walks and roads or disrupt electrical service water service and other services or utilities to the existing facility The Contractor shall provide and maintain
accepted temporary connections lines and services to the facility as directed C Contractor shall be responsible to coordinate all work with the City of Rosemead 18 PRODUCT DELIVERY STORAGE
AND HANDLING A The Contractor is cautioned to exercise care in handling loading unloading and storing PVC pipe and fittings Transport PVC pipe in a vehicle which allows the length of
pipe to lie flat to avoid undue bending or concentrated external load at any point Any section of pipe that has been dented or damaged must be discarded or if installed must be rep laced
with new piping B The Contractor shall cover any pipe stored outdoors to protect it from sunlight 19 SUBSTITUTIONS A To request substitution of any equipment or material in lieu of equipment
or material listed on the irrigation drawings and in the specifications the Contractor must provide the following information to the City of Rosemead for approval 1 Statement indicating
the reason for making the substitution using a separate sheet of paper for each requested substitution 2 Descriptive catalog literature performance charts if available and flow charts
for each requested substitution 3 Hydraulic calculations for proposed substitution as applicable 4 Itemized list of proposed substitutions noting difference in material and labor costs
between substitution and item originally specified 5 Written confirmation that City of Rosemead has received any credit resulting from approved substitution with a copy sent to City
of Rosemead B Approval of any substitution or alternate will be based on information ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 028109 ROSEMEAD CALIFO
RNIASpecifications No 0510610 andor samples provided by the Contractor C Responsibility for the total performance of any substitution to equal or surpass the item originally specified
in every respect rests with the Contractor D If the City of Rosemead determines the substitution has proven to be unsatisfactory it shall be removed and replaced with the originally
specified item as part of the work of this contract both materials and labor E The City of Rosemead shall be solely responsible for accepting or rejecting any substitution as equal to
equipment and materials listed on the irrigation drawings and in the specifications 110 GUARANTEE A The guarantee for the irrigation system shall be made in accordance with the attached
form The general conditions and supplementary conditions to these specifications shall be filed with the City of Rosemead or his representative prior to acceptance of the irrigation
system B A copy of the guarantee form shall be included in the operations and maintenance manual C The guarantee form shall be retyped onto the Csontractor letterhead and contain the
following information D GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship
and the work has been completed in accordance with the drawings and specifications ordinary wear and tear and unusual abuse or neglect excepted We agree to repair or replace any defects
in material and workmanship which may develop during the period of one year from date of acceptance and also repair or replace
any damage resulting from the repairing or replacing of such defects at no additional cost to the City of Rosemead We shall make such repairs or replacements within five days after receipt
of written notice In the event of our failure to make such repairs or replacement within a reasonable time after receipt of written notice from the City of Rosemead we authorize the
City of Rosemead to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand ROSEMEAD COMMUNITY RECREATION CENTER
IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281010 ROSEMEAD CALIFORNIA
Specifications No 0510610 PROJECT SIGN PHONE DATE OF ACCEPTANCE 112 CONFERENCE PRIOR TO COMMENCEMENT OF WORK A Immediately upon awarding of contract and prior to commencing work the
Contractor shall confer with the City of Rosemead regarding the general details of the work involved in this contract PART2 PRODUCTS 21 MATERIALS A General 1 Provide piping materials
and factoryfabricated piping products of sizes types pressure ratings and capacities as indicated Where not indicated provide proper selection as determine by Installer to comply with
installation requirements 2 All materials throughout the system shall be new and in perfect condition Unless otherwise noted on plans each respective item shall be from the same manufacturer
for all items of one 1 type or approved equals WEEKO PVC Pressure Main Line Pipe and Fittings a Pressure main line piping for sizes 212and smaller shall be PVS Schedule 40 with solvent
welded joints Piping for sizes 3 and larger shall be AWWA C900 b Pipe shall be made from NSF approved Type I Grade I PVS compound conforming to ASTM resin specification D1785 All pipe
must meet requirements as set forth in Federal Specification PS21 70 C Pipe homogeneous throughout free from visible cracks ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY
PARKING LOT PROJECT 0281011 ROSEMEAD CALIFORNIA
Specifications No 0510610 holes or foreign materials The pipe shall be free from blisters dents wrinkles or ripples die and heat marks d PVC solventweld fittings and elbows shall be
Schedule 80 12 II1 NSF approved conforming to ASTM test procedure D2466 e Solvent cement and primer for PVC solventweld pipe and fittings shall be of type and installations methods prescribed
by the pipe manufacturer No clear primer may be used f Supplier shall be responsible to certify that manufactured pipe and fittings meets the stated levels of quality All PVC pipe and
fittings must bear the following continuous and permanent markings 1 Msanufacturer name or trademark 2 Material designation 3 Nominal pipe size and applicable IPS schedule 4 Msanufacturer
lot number 5 Schedule or class 6 ASTM qualifying designation 7 Pressure rating in PSI 8 NSF National Sanitation Foundation approval 9 Date of extrusion g Testing of pipe The contractor
shall show written certification by supplier that polyvinyl chloride pipe has successfully passed the following tests 1 Acetone text Immerse a sample of pipe in 99 pure anhydrous acetone
for 15 minutes at the end of this time there should be no evidence of flaking or delamination on the inner or outer walls of the pipe Evidence of softening and swelling shall not constitute
failure 2 Flattening Cut a test specimen two inches long from each end of the pipe sample Flatten each test specimen between parallel plates of a press until the distance between the
plates in inches is equal to sixty 60 percent of the pipe od and there shall be no evidence of cracking splitting or breaking ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY
PARKING LOT PROJECT 0281012 ROSEMEAD CALIFORNIA
Specifications No 0610 2 PVC Non Pressure Lateral Line Piping a Non pressure buried lateral line piping shall be PVC Schedule 40 with solventweld joints b Pipe shall be made from NSF
approved Type I Grade II PVC compound conforming to ASTM resin specification D1784 All pipe must meet requirements set forth in Federal specification PS2270 with an appropriate standard
dimension ratio c Except as noted in paragraph 1 all requirements for non pressure lateral line pipe and fittings shall be the same as for solventweld pressure main line pipe and fittings
as set forth in section A of these specifications 3 PVC Fittings a Schedule 40 polyvinyl chloride PVC weight as manufactured by Spears or approved equal Solvent weld or insert fittings
are acceptable No saddle type clamping or fittings shall be used Fittings to conform to ASTM D2466 4 Brass Pipe and Fittings a Where indicated on the drawings use red brass screwed pipe
conforming to Federal Specification WWP351 b Fittings shall be red brass conforming to Federal Federal Specification WWP460 ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARYPARKING
LOT PROJECT 0281013 ROSEMEAD CALIFORNIA
Specifications No 05610 C Valves 1 Gate Valves a Gate valves shall be the same size as the pipe lines in which they are installed and shall open left All valves shall be packed with
an approved brand of graphited braid stem packing b Gate valves 2 12 and larger shall be 200 poundOWG iron body ASTM A126 Class B flanged joints brass trimmed non rising stem bolted
bonnet double disc and equipped with an operating unit C Gate valves 2 and smaller shall be 150 pound saturated steam rated brass body ASTM B62 non rising stem screwed joints screwed
bonnet solid disc and equipped with handwheel d Gate valves shall be installed per installation detail 2 Automatic control valves a Refer to plan for approved msanufacturer name model
number and size b Valves shall be normally closed C All valves shall be diaphragm actuated equipped with flow control adjustment and relief pet cocks so valve may be manually operated
One piece diaphragms only no O rings allowed d All valves shall be of the same manufacturer e Valves shall be completely serviceable from the top without removing the valve body from
the mainline systems D Dripperline and Integral Dripperline Components The dripperline shall be Techline CV or Techline pressure compensating dripperline or 17mm Techlite or 8mm Techlite
non pressure compensated dripperline as manufactured by Netafim Irrigation Inc Dripper flow rate and spacing shall be as indicated on drawings 1 Techline TCechVline17mm or 8mm Techlite
Fittings All Techline TCechVline Techlite connections shall be made with approved ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281014 ROSEMEAD CALIFORNIA
Specifications No 0510610 Techline TCechVline Techlite insert fittings 2 Soil Staples TLS6 All onsurfaceunder mulch Techline TCechVline Techlite installations shall be held in place
with Techline Soil Staples spaced evenly every 3 to 5 on center and with two staples on each change of location 3 Line Flushing Valves All TTeecchhlliintee systems shall be installed
with Netafim Automatic Line Flushing Valves as indicated on drawings Techline CV zones do not require an automatic line flushing valve but must have a manual flushing psort in the position
that an automatic flush valve would be positioned 4 VAacuiurm Relief Valves Each independent Techline subsurface irrigation zone shall be installed with an VAacuiurm Relief Valve at
the zsone highest psoint Techline CV zones do not require an VAacuiurm Relief Valve 5 Pressure Regulator A pressure regulator shall be installed at each zone valve or on the main line
to ensure operating pressures do not exceed system requirements The pressure regulator shall be a Netafim Pressure Regulator Model number as indicated on drawings 6 Disc Filter A disc
filter shall be installed at each zone valve or on the main line to ensure proper filtration The filter shall be a Netafim Disc Filter Model number and mesh as indicated on drawings
E Automatic control system 1 Automatic controller Refer to plan for required msanufacturer name and model number Provide pump start relay switch if required 2 Automatic controller control
system shall use a low voltage high efficiency watertight 2way magnetic solenoid actuator that operates at a 5volt alternating pulse 3 Automatic controller to have the following features
a Thirty two 32 minimum number of stations required b Programmed for various schedules entirely by setting switches and dials and shall be equipped with the following features ROSEMEAD
COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281015 ROSEMEAD CALIFORNIA
Specifications No 05610 1 Each station shall be capable of operating 2 minutes to 60 minutes with incrementally variable timing periods for each station automatic semi automatic and
manual operation Each station to have an OFF or OMIT switch 2 Repeat switch allowing any and all stations to be repeated after completion of the initial watering schedule or allowing
repeat operations for any or all stations to be scheduled throughout a 24 hour day 3 ONOFF switch for turning controller OFF during rainy weather while allowing day and hour clocks to
continue in operation 4 Controller enclosure Vandal and weatherproof enclosure with dimension of enclosure to be of sufficient size to house csontroller Refer to plan for msanufacturer
name and model number required 5 Automatic irrigation control wire a Electric operated 1 Twentyfour volt wire to solenoid valves to be direct burial conductor type OF 14 AWG copper 364
thickness PVC coatingULapproved 2 Common wires to be white coded and pilot wires to be color coded with with a different color stripe for each automatic controller 3 Install in accordance
with valve msanufacturer specifications and wire chart 4 Twentyfour volt valve solenoid shall be corrosion proof stainless steel protected by solid epoxy resin Coil to operate one valve
at4000 feet on no less than No 14 wire No solenoid valve shall bleed to atmosphere F Valve Boxes 1 For remote control valves use plastic with hinged and lockable cover 2 For gate valves
use concrete with lock lid cover marked Water 8 ID adjustable concrete sleeve G Sleeves for Control Wires Under all walks and paving and where ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION
AND LIBRARY PARKING LOT PROJECT 0281016 ROSEMEAD CALIFORNIA
Specifications No 0510610 indicated on drawings PVC 1220160 psi pipe or galvanized heavy wall steel conduit Minimum size 1z ID H Sleeves for Irrigation Pipe Under all walks and paving
and where indicated on drawings Schedule 80 PVC pipe or as otherwise approved by the Landscape Architect To be two 2 times theODof sleeved pipe Backflow preventer and strainer unit 1
Shall be Los Angeles County Health Department approved and be installed in accordance with local water company requirements and County Code 2 Backflow preventer Refer to plan for manufacturers
name and model number J Quick coupling valves couplers and hose swivels 1 Valves shall be of brass or bronze construction with built in flow control and self closing 2 Valves shall be
a Lock lid b Metal lid C Rubber covered 3 Couplers shall be brass or bronze construction 4 Hose swivels shall be brass or bronze construction PART 3 EXECUTION 31 SITE CONDITIONSINSPECTION
A All scaled dimensions are approximate The Contractor shall check and verify all dimensions per City of Rsosemead approval prior to proceeding with work under this section B Exercise
extreme care in excavating and working near existing utilities Coordinate excavations with underground service alert and utility companies Damage to utilities caused by operations or
neglect shall be repaired at Csontractor expense The Contractor shall coordinate with City of Rosemead and check existing utility drawings for locations ROSEMEAD COMMUNITY RECREATION
CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281017 ROSEMEAD CALIFORNIA
Specifications No 05610 C Coordinate installation of irrigation materials including pipe so there will be NO interference with utilities or other construction or difficulty in planting
trees shrubs and ground covers D The Contractor shall carefully check all grades to ensure work on the irrigation system may safely commence E The Contractor shall reconstruct any existing
irrigation lines which are to remain in service if they interfere or are damaged by construction Reconstruction of irrigation lines shall conform to the applicable sections of the specifications
using all new materials When modifications to existing irrigation system are part of the project verify the operation of all existing irrigation controllers remote control valves quick
coupling valves and tubing prior to commencing work Notify City of Rosemead in writing of any inoperable equipment Maintain 12 inches of cover over all existing lateral lines and 18
inches of cover over existing main lines 2 inches and smaller in diameter Maintain 24 inches of cover over top of main lines 25 inches and larger in diameter Reconnect existing remote
control valves with approved watertight connectors 32 PREPARATION A Physical Layout 1 All piping or equipment shown diagrammatically on drawings outside planting areas shall be installed
inside planting area whenever possible to exact dimensions noted in construction details unless otherwise approved 2 Prior to installation stake out all pressure supply line routing
and tubing locations 3 Entire layout shall be approved by City of Rosemead prior to installation B Water Supply 1 Connect irrigation system to water supply points of connection as indicated
on the drawings Verify exact location on site 2 Connections as shown on drawings are approximate Minor deviations plus or minus 20 feet required by actual site conditions shall be a
part of this contract 3 Coordinate connection to meters water outlets etc with General ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281018 ROSEMEAD
C
ALIFORNIASpecifications No 0510610 Contractor and other trades on site to ensure proper connection 4 Coordinate pipe crossing hardscapes walks etc with appropriate trades to minimize
disturbance to finish product If a preferable route is noted on site contact City of Rosemead to discuss alternative and obtain approval of same C Observation Schedule 1 Notify the City
of Rosemead in advance for the following observation meetings according to the time indicated a Prejob conference 5 days b Automatic controller location 48 hours C Pressure supply line
and control wire installation and testing 48 hours d Lateral line and tubing installation 48 hours e Coverage test 48 hours f Final site review 5 days 2 When observations are conducted
by other than the City of Rosemead show evidence in writing when and by whom these observations were made 3 Maintain a set of current and up to date plans on the job site at all times
No site observations will commence without record drawings and current plans In the event the Contractor calls for a site visit without record drawings without current plans without
completing previously noted corrections or without preparing the system for said visit he shall be responsible for reimbursing the City of Rosemead based on his current billing rates
per hour portal to portal plus transportation costs for the inconvenience No subsequent site visits will be scheduled until this charge has been paid 3 INSTALLATION A General 1 Drawings
and specifications Drawings are diagrammatic All piping valves etc shown within paved area are for design ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT
0281019 ROSEMEAD CALIFORNIA
Specifications No 0510610 clarification only and shall be installed in planting areas Furnish and install all work called for on the drawings whether or not specifically mentioned in
the specifications 2 Perform minor adjustment in location or alignment of new work to avoid existing utilities as directed without additional cost 3 All excavation trenching backfilling
and compaction performed under this section shall conform to the requirements of Section 02222 Excavating Backfilling and Compacting for Utilities In all planting areas water settle
with no tamping Leave soil slightly crowned at irrigation heads 4 Existing Trees to Remain a Exercise all possible care and precaution to avoid injury to tree roots tsrunk and branches
All excavation within drip line of trees shall be done very carefully Use hand pick and shovel if it appear that large roots are within trenching zones b Alter alignment of pipe to avoid
large tree roots 2 and larger in diameter C Wrap exposed and bridging tree roots with several layers of burlap and keep moist Close all trenches within drip lines within 24 hours d All
severed roots 1 and larger shall be hand pruned with sharp tools and painted with approved horticultural seal B Connection to existing supply line 1 Connect to existing cold water service
where shown on plans 2 Connect to existing cast iron PVC galvanized andor asbestos cement pipe by any of the following methods a Utilize pressure rated 150200 AWSA1201 cast iron fittings
b Tapping sleeve C Cutting in tee d Utilize a threaded fitting e Saddle with double bale flattened double bronze straps ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING
LOT PROJECT 0281020 ROSEMEAD CALIFORNIA
Specifications No 0510610 f PVC fitting for solvent weld on PVC pipe only C Excavating and Trenching 1 The Contractor shall perform all excavations as required for the installation of
the work included under this section including shoring of earth banks to prevent caveins The contractor shall trench each day only as much as required for that dsay work 2 Trenches shall
be made wide enough to allow a minimum of two 2 inches between parallel pipe lines Trenches for pipelines shall be made of sufficient depth to provide minimum cover from finish grade
as follows a 24 minimum cover over main lines as measured from top of pipe where it occurs within planting area Install 36 below grade where it crosses paving b 12 minimum cover over
non pressure lateral lines as measured from top of pipe where it occurs within planting area Install 24 below grade where it crosses paving C 12 minimum cover over control lines from
controller to valves d 4 6 cover over dripperline 3 Follow approved layout for each system Pipe layout layout as shown on irrigation plan is schematic Route piping in the most expedient
manner consistent with the requirements set forth herein including avoidance of tree roots Adhere to asbuilt requirements stated herein 4 The bottom of the trench shall be free of rocks
clods and other sharpedged objects If rocks over 1 size are encountered at the bottom of the trench or within backfill @4 above pipe Contractor shall have the option of removing rocks
or placing 4 of sand below and above PVC pipe 5 Trench bottom shall be flat and piping shall be supported continuously at prepared grade D Pipe and Assembly ROSEMEAD COMMUNITY RECREATION
CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281021 ROSEMEAD CALIFORNIA
Specifications No 0510610 1 Install remote valves where shown and group together where practical Place valves no closer than six 6 inches to walk edges buildings and walls Locate all
valve boxes in planting beds unless otherwise directed or noted 2 No pipe shall be laid when in the opinion of the Project Consultant trench or weather conditions are unsuitable When
pipe laying is not in progress the open ends of the installed pipe shall be closed by approved means to prevent entrance of trench water and other foreign material into the lsine Enough
backfill shall be placed in the center sections of the pipe to prevent floating Any pipe that has floated shall be removed from the trench and relaid 3 PVC pipe and fittings shall be
solvent welded using solvents and methods as recommended by the manufacturer of the pipe except where screwed connections are required Pipe and fittings shall be thoroughly cleaned of
dirt dust and moisture before applying solvent with a non synthetic bristle brush 4 Pipe may be assembled and welded on the surface Snake pipe from side to side in the trench to allow
for expansion and contraction 5 Make all connections between plastic pipe and metal valves or steel pipe with threaded fittings using plastic male adapters 6 Scale of drawing may not
permit indicating all sleeving required Provide sleeves for all piping under paved areas Refer to sections that pertain to sleeving material size etc 7 All outlets from main line shall
be accomplished with line sized tees with an outlet of the specified size No saddle tees are permitted E Dripperline Installation 1 Install all dripperline as indicated on drawings Use
only Teflon tape on all threaded connections 2 Clamp TechlTienchleite fittings with Oetiker clamps when operating pressure exceeds specific dripperline fitting requirements 3 Cap or
plug all openings as soon as lines have been installed to prevent the intrusion of materials that would obstruct the pipe Leave in place until removal is necessary for completion of
installation ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281022 ROSEMEAD CALIFORNIA
Specifications No 05610 4 Thoroughly flush all water lines before installing valves and other hydrants 5 Test in accordance with Paragraph on Hydrostatic Tests F Automatic Control System
1 Install per manufacturer instructions Connect remote control valves to controller in numerical sequence shown on the drawings 2 Controller Mount a Install within Le Muer Strong Box
controller enclosure provide 3 galvanized plasticcoated conduit sweep bend to house control wires b Install within pedestal enclosure Set pedestal in a vertical position and install
in accordance with msanufacturer recommendations 3 Vandal and weatherproof controller enclosure a Seal all openings to keep rodents out b Protect surface from damage during shipment
and installation Contractor shall be responsible for epoxy repairs to areas of metal exposed by damage G Control Wiring 1 Wiring shall occupy the same trench and shall be installed along
the same route as pressure supply or lateral lines wherever possible 2 Where more than one 1 wire is placed in a trench the wiring shall be taped together at intervals of ten 10 feet
3 An expansion curl shall be provided within three 3 feet of each wire connection Expansion curl at electric control valves shall be of sufficient length so that in case of repair the
valve bonnet may be brought to the surface without disconnecting the control wires Control wires shall be laid loosely in trench without stress or stretching of control wire conductors
4 All splices shall be made with 3M DBY Connector Sealing packs Rainbird SnapTite wire connector or approved equal Use on ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY
PARKING LOT PROJECT 0281023 ROSEMEAD CALIFORNIA
Specifications No 0510610 splice per connector sealing pack 5 Field splices between the automatic controller and electrical control valves will not be allowed without prior approval
of the City of Rosemead 6 Record locations of tracer wires and their termination points on record drawings H Backfilling 1 The trenches shall not be backfilled until all required tests
are performed Trenches shall be carefully backfilled with the excavated materials approved for backfilling consisting of earth loam sandy clay sand or other approved materials free from
large clods of earth or stones Backfill shall be mechanically compacted landscape areas to a dry density equal to adjacent undisturbed soil in planting areas Backfill will conform to
adjacent grades without dips sunken areas humps or other surface irregularities 2 A fine granular material backfill will be initially placed on all lines No foreign matter larger than
onehalf 12 inch in size will be permitted in the initial backfill 3 Flooding of trenches will be permitted only with approval of the City of Rosemead 4 If settlement occurs and subsequent
adjustments in pipe valves tubing lawn or planting or other construction are necessary the Contractor shall make all required adjustments without cost to the City of Rosemead Valve Boxes
1 Install all buried valves and equipment in the specified box 2 Fill area under box with a minimum of 3 cubic feet of34 inch gravel for remote control valves and two cubic feet for
gate valves and quick coupling valves before box is installed 3 Attach identification tags to each remote control valve showing number that corresponds with controller sequence Tags
shall be manufactured of polyurethane Behr Desopaid yellow in color with black letters 234inches by 214inches ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT
PROJECT 0281024 ROSEMEAD CALIFORNIA
Specifications No 0510610 4 Brand sequence number of each valve in minimum 2 inch high numerals into box top 5 Install valve boxes in shrub areas unless otherwise approved When grouped
together allow at least twelve 12 inches between valves Install each remote control valve in a separate valve box 6 Install valve boxes square to one another and to edges of adjacent
handscape unless otherwise approved by City of Rosemead 7 Set boxes flush with finish grade including sloped areas Compact all soil within 12 inches of the perimeter of box by water
settlement as indicated in trench repair section of this specification Position boxes per construction detail 34 FIELD QUALITY CONTROL A Hydrostatic Test 1 Request the presence of the
Owner andor Landscape Architect at least forty eight 48 hours in advance of testing 2 Testing to be accomplished at the expense of the Contractor and in the presence of the Owner 3 Center
load piping with small amount of backfill to prevent arching or slipping under pressure 4 Apply a continuous and static water pressure of sixty 60 psi when welded plastic joints have
cured at least twentyfour 24 hours and with the risers capped as follows a Main lines and sub mains to be tested for one 1 hour b Lateral lines to be tested for one 1 hour 5 Repair leaks
resulting from tests 6 The lines shall then be retested until satisfactory B Final Observation Prior to Acceptance 1 Operate each system in its entirety for the City of Rosemead at time
of final observation Any items deemed unacceptable by the City of Rosemead due to noncompliance with the specifications and drawings shall be corrected to the complete satisfaction of
the City of Rosemead ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281025 ROSEMEAD CALIFORNIA
Specifications No 0510610 2 Operate automatic controller rain sensor at conclusion of maintenance period to confirm proper operation 3 Evidence must be shown to the City of Rosemead
that City of Rosemead has received all required irrigation equipment charts record drawings etc as noted herein before final observation can occur C Conclusion of Maintenance Period
1 At end of maintenance period submit written confirmation to City of Rosemead that the system is operating properly as per final acceptance and note any changesadjustments made during
maintenance period Based on this City of Rosemead may request additional site review 35 MAINTENANCE A The entire irrigation system shall be operated automatically for a period of seven
days prior to any planting B The City of Rosemead reserves the right to waive or shorten the operation period C After maintenance period demonstrate in presence of the City of Rosemead
that the system is in proper operating order 16 CLEANUP A Cleanup shall be made as each portion of work work progresses Refuse and excess dirt shall be removed from the site all walks
and paving shall be swept or washed down and any damage sustained on the work of others shall be repaired to original conditions 37 EMERGENCY REPAIRS A The City of Rosemead reserves
the right to make temporary repairs as necessary to keep equipment in operating condition without voiding the Csontractor guarantee bond nor relieving the Contractor of his responsibilities
during the bonding period 38 OPERATING INSTRUCTIONS A Contractor to train the City of Rsosemead maintenance personnel in proper operation of all major equipment Provide written confirmation
of ROSEMEAD COMMUNITY RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281026 ROSEMEAD CALIFORNIA
Specifications No 0610610 the pserson so trained to the City of Rosemead 39 SERVICESDATA TO BE PROVIDED BY THE CONTRACTOR A Rain sensor data B Training of City of Rsosemead personnel
in proper operation of all major equipment 310 OBSERVATION SCHEDULE A Contractor shall be responsible for notifying the City of Rosemead in advance for the time indicated 1 PreJob Conference
7 days 2 Pressure supply line installing and testing 48 hours 3 Automatic controller installation 48 hours 4 Control wire installation 48 hours
5 Lateral line and irrigation installation 48 hours 6 Final inspection 7 days B When observations have been conducted by other than the City of Rosemead show evidence in writing of when
and by whom those observations were made C No site observations will commence without asbuilt drawings In the event the Contractor calls for a site visit without asbuilt drawings without
completing previously noted corrections or without preparing the system for said visit he shall be responsible for reimbursing the City of Rosemead at his current billing rates per hour
portal to portal plus transportation costs for inconvenience No further site visits will be scheduled until this charge has been paid and received END OF SECTION 02810 ROSEMEAD COMMUNITY
RECREATION CENTER IRRIGATION AND LIBRARY PARKING LOT PROJECT 0281027 ROSEMEAD CALIFORNIA
Specifications No 0510610 SECTION 02900 LANDSCAPING PART 1 GENERAL 1 DESCRIPTION A The work includes all services labor materials transportation and equipment necessary to provide landscaping
as indicated on the Drawings and as specified 12 RELATED WORK IN OTHER SECTIONS A Section 02230 Site Clearing B Section 02810 Landscape Irrigation C Section 02920 Landscape Maintenance
13 SUBMITTALS A Approvals Provide written evidence that landscape irrigation system has been inspected and approved prior to start of any work of this section B Agronomic Soil Report
Imported Topsoil Prior to the delivery of the soil on site Contractor shall obtain an agronomical soil report and growth test for each 150 cubic yards of imported topsoil and submit
it for the Csity approval If import topsoil is obtained from more than one sourcesite Contractor shall submit a soils test report at the above quantity and description for each site
Note that the growth herbicide test usually takes approx 1 month from the time the sample is submitted to the lab 2 Existing Site Soil If existing site soil is used for the Project Contractor
shall submit an agronomical soil report for the existing soil after the completion of the grading operations and prior to soil preparation Soil shall be tested for approximately one
1 sample per one 1 acre or minimum of two 2 to three 3 samples per project less than 1 acre in size Testing samples shall be taken from locations approved by the City ROSEMEAD COMMUNITY
RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029001 ROSEMEAD CALIFORNIA
Specifications No 0510610 3 At the Csontractor expense one 1 soils report and growth test per 5000 square feet of planting area may be required anytime during construction to ensure
compliance with the soil rseport recommendations Areas of testing shall be as directed by the City 4 Contractor shall at his expense obtain a soils test report from an approved professional
agronomic soils testing laboratory Contractor shall submit the name address and phone number of the consulting soil testing laboratory for approval prior to obtaining services 5 The
approved soil testing laboratory report shall indicate soil analysis for plant growth suitability including permeability rate and recommendations for soil preparation in all planting
areas and soil mix for backfill of planting container material 6 The recommendations of the agronomic soil report shall take precedence over the quantities of soil amendments and material
mix specified in the backfill mix and only when those specifications exceed the minimum requirements specified herein 7 Contractor shall submit one 1 copy of the agronomic soil report
to the City and shall not begin any landscape planting work until the report has been evaluated and approved by the Department C Certificates Prior to construction written certifications
and invoices listing the source of the supplier and quantities of each shall be submitted to the City of Rosemead for the following Commercial fertilizer or organic fertilizer 2 Wood
shavings or fir bark 3 Soil conditioner fertilizer type 4 Plant Materials Invoices to include a Botanic scientific name and Common name and variety and cultivar if specified b Plant
size flat gallon 24 box etc and quantity delivered C Nursery provider location and phone number d Date of delivery and signature for receipt of plants as listed 14 GUARANTEES AND REPLACEMENTS
ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029002 ROSEMEAD CALIFORNIA
Specifications No 0510610 A Plant Materials Shrubs vines and groundcovers shall be guaranteed to remain healthy and vigorously growing for ninety 90 days B Trees All trees that have
been supplied and installed under this Contract shall be guaranteed to live in a healthy condition for a period of one 1 year from date of final acceptance of project C Plant Replacement
Plants found to be dead or not in a vigorous condition or if root balls have been damaged within the Installation Maintenance and Guarantee Periods shall be replaced within fourteen
14 days Contractor shall include at his expense a timely written diagnosis of plant health by a certified Arborist should a dispute arise Asrborist report shall indicate reason for lack
of vigor potential remedies if any and estimate of time required to regain vigor and specified size D Plant Replacement Plants used for replacement shall be same kind and size as specified
and shall be furnished planted and fertilized as originally specified Cost of all repair work to to existing improvements damaged during replacements shall be borne by the Contractor
15 SITE OBSERVATION AND INSPECTION A Written notice requesting an inspection shall be submitted to the City of Rosemead at least ten 10 days prior to the anticipated date B Site observation
and inspection will be required for the following parts of the work Observation to be performed by the Landscape Architect or City of Rosemead upon the completion of grading prior to
planting 2 Inspection to be performed by the Landscape Architect or City of Rosemead for approval of all plant materials Contractor is to make every effort to install all plant materials
within three 3 days of approval 3 Observation to be performed by the Landscape Architect or City of Rosemead when trees and shrubs are spotted in place for excavation but prior to planting
4 Observation to be performed by the Landscape Architect or City of Rosemead after planting and all other indicated or specified work has been completed Acceptance and written approval
shall establish the beginning of the Maintenance Period ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029003 ROSEMEAD CALIFORNIA
Specifications No 05610 a Contractor shall ensure that all landscape construction items are properly placed all plants are in place in a healthy condition areas are clean and free of
weeds and debris and entire area is in a neat condition prior to scheduling an inspection for beneficial occupancy at the beginning of the maintenance period and all subsequent inspections
5 Maintenance observation to be performed by the Landscape Architect or City of Rosemead after thirty 30 days 6 Final observation and approval to be performed by the Landscape Architect
or City of Rosemead at the completion of the ninety 90 day Maintenance Period The establishment of the beginning date forthe one 1 year guarantee of all trees shall begin upon approval
of final completion by the Landscape Architect or the City of Rosemead C Upon completion of the Final Observation and the work of this section the Contractor will be notified in writing
1whether the work is acceptable2 of any requirements necessary for completion and acceptance D Contractor shall be on the site at the time of each observation 16 SEQUENCING AND SCHEDULING
Coordinate the work of this Section with installation of underground irrigation system utilities piping and watering heads 17 GENERAL REQUIREMENTS A The term Planting Area shall mean
all areas to be planted with trees shrubs and groundcovers B Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with
locally accepted horticultural practice C All rock and other growth or debris accumulated during the duration of the project shall be removed from the site D Prior to excavation for
planting or placing of plant materials locate all underground utility lines still in use and take proper precautions to avoid damage to such improvements In the event of a conflict between
such lines and plant locations notify the City of Rosemead who shall arrange for the relocation of one or the other The Contractor assumes all responsibility for making any and all repairs
for for damages from work as herein specified at no additional expense to the City of Rosemead E Grading and soil preparation work shall be performed only during the period ROSEMEAD
COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029004 ROSEMEAD CALIFORNIA
Specifications No 0510610 when beneficial and optimum results may be obtained If the moisture content of the soil should reach such a level that working it would destroy soil structure
spreading grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained F All scaled
dimensions are approximate Before proceeding with any work carefully check and verify all dimensions and immediately inform the City of Rosemead of any discrepancy between the drawings
andor specifications and actual conditions G Quantities for plant materials are shown for convenience only and not guaranteed Check and verify count and supply sufficient number to fulfill
intent of drawings Notify the City of Rosemead of discrepancies between quantities and symbols shown prior to installation H Adequately stake barricade and protect all irrigation equipment
manholes utility lines and other existing property during all phases of the soil amending and grading operation Tree Selection The Contractor shall immediately remove from the site any
trees not approved after the City of Rosemead has seen them The trees are to be replaced with plants deemed suitable by the City of Rosemead at the Csontractor expense The Contractor
at his option and expense can retain the services of the City of Rosemead to review trees 15 gallon or larger tagged at the nursery andor at its place of growth or submit color photographs
of trees for approval 3 The City of Rosemead shall have the right to inspect and reject unsatisfactory or defective plant material at any time during the progress of the work Shrub and
Groundcover Selection Inspection is required upon delivery to site All plants 15 gallons or smaller are to be inspected and approved at the project site Plants that are 15 gallons or
larger should follow the criteria set forth under Tree Selection The Contractor shall immediately remove from the site any plants not approved after the City of Rosemead has seen them
The plants are to be replaced with plants deemed suitable by the City of Rosemead ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029005 ROSEMEAD CALIFORNIA
Specifications No 05610 at the Csontractor expense 3 The City of Rosemead shall have the right to inspect and reject unsatisfactory or defective plant material at any time during the
progress of the work K Rejection and Substitution All plants not conforming to the requirements herein specified shall be considered defective and such plants whether in place or not
shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials The plant materials shall meet all applicable inspections
required by law All plants shall be of the species variety size age flower color and condition as specified herein andor as indicated on the Drawings Under no condition will there be
any substitution of plant species variety or reduced sizes for those listed on the accompanying Drawings except with the written consent of the City of Rosemead L All utilities water
and electricity used during the installation of the landscaping and irrigation systems for this project shall be paid for by the City of Rosemead During the ninety 90 day Maintenance
Period the City of Rosemead will be responsible for the payment of the utilities to maintain landscaping 18 INVOICING OF PLANT MATERIAL AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE
TEST A After installation of plant materials but prior to the premaintenance inspection the City of Rosemead with the heretofore specified signed copies of the required certificates
trip slips and invoices for the plant materials and related items shall invoice such material comparing the total area andor the amounts specified If the minimum amounts have not been
furnished the City of Rosemead will require the installation of additional materials to fulfill the minimum requirements specified B Upon delivery of materials andor completion of all
soil conditioning and grading but prior to initiating planting operations the City of Rosemead with the heretofore specified signed copies of required certificates trip slips and invoices
for soil preparation materials shall invoice such material comparing the total quantities of each material furnished against the total area to each operation If the minimum rates of
application have not been met the Contractor will be required to distribute additional quantities of these materials to fulfill the minimum application requirements specified PART2 PRODUCTS
21 GENERAL ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029006 ROSEMEAD CALIFORNIA
Specifications No 0510610 A Refer to Planting Notes on L1 for general requirements 2 MATERIALS A Imported Topsoil Fertile agricultural sandy loam typical for locality capable of sustaining
vigorous plant growth taken from drained site free of subsoil clay rocks impurities plants weeds and roots minimum pH value of 54 and maximum65per soils test Supply topsoil for all backfill
mixes for plants to bring finished grades to 2 inches below tops of curbs sidewalks and driveways Topsoil shall not be used for planting operations while in a muddy condition B Soil
Amendment and Fertilizer 1 All planting areas shall receive the following amendments per1000 sq ft of surface area a 150 lbs of GroPower 531 or equal no known equal as reviewed by the
City of Rosemead b 3 cu Yards of nitrogen stabilized fine grade Fir bark or Redwood shavings containing 1 nitrogen added to each lb of shavings C 8 lbs of GroPower Controlled Release
1288 or equal no known equal as reviewed by the City of Rosemead C Planting Tablets Planting tablets shall be GroPower Planting Tablets or equal no known equal as reviewed by the City
of Rosemead D Pre Emergent weed killer to be Eptam or Ronstar or approved equal as reviewed by the City of Rosemead 23 PLANTING BACKFILL A Thoroughly blended mixture of topsoil and soil
amendments at the following mixtureStockPiled on Site Soil or imported topsoil 6 Parts Nitrogen stabilized Fir bark or Redwood shavings 4 Parts 24 GUYING MATERIALS A Guy wires shall
be of pliable zinc coated steel of No 12 gauge ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029007 ROSEMEAD CALIFORNIA
Specifications No 0510610 B Anchors deadman for holding guy wires shall be of 4 inches x4 inches solid lumber 1foot6 inches in length C Hose for covering wire shall be of 2ply reinforced
rubber used or new garden hose type of at least 12 inches in diameter D Flags to be attached to guys shall be of surgical tubing 18 inch diameter and 4 feet long of uniform thickness
Color to be approved by City representative E Tree ties shall be Wonder Tree Ties or approved equal as reviewed by the City of Rosemead Wonder Tree Ties 151 9lh Avenue Unit U City of
Industry CA 91746 818 3363512 25 PLANT MATERIALS A Nomenclature The scientific and common names of plants herein specified conform to Standard Plant Names established by the American
Joint Committee on Horticultural Nomenclature Names not listed therein follow established nursery lexicon See list of plant material on Drawings B All material provided shall be well
branched and proportioned with respect to width height relationship C Labeling Materials shall be clearly labeled as to species and variety All patented plants cultivar shall be delivered
with a proper plant patent attached D Quality and size of all plants shall meet American Nursery Standards They shall be vigorous of normal growth not deformed free from disease insects
insect eggs and meet or exceed the measurements specified Tree trunks shall be sturdy and well hardened off selfsupporting Plants will be free of abrasions knots injuries or disfigurations
Plants shall have well developed branch systems vigorous and fibrous root systems and no signs of being root or container bound E Container stock 1 gal 5 gal 15 gal boxes shall have
grown in containers for at least six 6 months but not over two 2 years No container plants that have cracked or broken balls of earth when taken from the container shall be planted except
upon special approval No trees with damaged roots or broken balls shall be planted F Pruning shall not be done prior to delivery except by written approval by the City of Rosemead G
Inspection of plant materials required by City County or State authorities ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029008 ROSEMEAD CALIFORNIA
Specifications No 0510610 shall be a responsibility of the Contractor and where necessary the Contractor shall have secured permits or certificates prior to delivery of plants to site
Nurseries in which the plants have been grown shall be inspected by the State Department of Agriculture H Protection Plants shall be handled stored and maintained to prevent drying out
wind burn wilting or root or stem damage Evidence of these conditions will be grounds for plant replacement Contractor may opt to provide temporary protection for plants from seasonal
conditions such as shade cloth during warm weather Plants shall be subject to inspection and approval or rejection at the project site at any time before or during the progress of work
for size variety condition latent defects and injuries Rejected plants shall be removed from the project site immediately Substitutions will not be permitted except that if proof is
submitted that any plant specified is not obtainable a proposal will be considered for use of the nearest equivalent size or variety and cost All substitutions subject to City of Rsosemead
written approval K Quantities shall be furnished as heeded to complete work as shown on Drawings L The City of Rosemead reserves the right to inspect root condition of any species particularly
those grown from seed and if found defective to reject the plants represented by the defective sample M Identify plant species or varieties correctly on legible weatherproof labels attached
securely to the job site There shall be a minimum of one labeled plant for each five plants in a lot N Groundcover plants shall be healthy vigorous rooted cuttings grown in flats until
transplanting O Weed contact spray shall be Phytar 560 Broadside RoundUp or equal 26 BARK MULCH All shrub and groundcover areas shall be covered with medium 12to 1 2 sized pieces fir
bark 2 inches minimum deep as designated on plans Fir bark shall be screened bark Mulch shall contain no Eucalyptus Mulch is to be 2 away from tree trunk or shrub base PART 3 EXECUTION
31 PREPARATION ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 029009 ROSEMEAD CALIFORNIA
Specifications No 0510610 A Beginning of installation indicates Contractors acceptance of existing conditions B A minimum of 12 of existing soil will be removed in all planting areas
at the Csontractor expense and be replaced with imported top soil Existing trees to remain shall be protected and will not be subject to soil removal See Section 2230 Site Clearing 32
SOIL CONDITIONING FERTILIZING AND ROTOTILLING A Grade shall ensure positive drainage of site directing surface drainage toward curbs gutters swales and drains away from building foundations
free of irregularities and depressions at a minimum of 2 The soil amendments specified below are required prior to construction B Thoroughly moisten soil and grade all planting areas
to within onetenth of a foot of finished grades prior to incorporating soil conditioner and amendment The following rates of soil conditioning and amendment materials shall be evenly
spread over all planting areas and shall be thoroughly scarified to an average depth of 12 inches by rototilling a minimum of 2 alternating passes this is to be used as a basis for bidding
and may be modified based on soil tests GroPower 531 150 Lbs Per1000 Sq Ft Nitrogenized bark wood shavings 3 Cu Yd Per1000SgFt GroPower Controlled Release 1288 8 Lbs P0p0r01 Sq Ft C
Soil Preparation Procedure for all Landscaped Areas Grades Planting areas which have been soil conditioned andor graded shall be maintained in a true and even condition prior to planting
Contractor shall include repairs to previously graded areas if disruption of these areas should occur prior to end of Maintenance Period 2 Settling of Soil When grading deep ripping
topsoiling addition of soil conditioning and tilling have been accomplished areas shall be compacted and settled by heavy irrigation to a minimum depth of 12 inches without causing erosion
or sloughing of soils 3 Final Grading of Planting Areas Planting areas shall be free of rocks larger than 1 inch with no more than 5 by volume of rocks smaller than 1 inch All depressions
voids voids erosion settled trenches and excavations shall be filled with amended soil andor removed by the Contractor leaving a smooth even finish grade Final grade shall be ROSEMEAD
COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 0290010 ROSEMEAD CALIFORNIA
Specifications No 0510610 established to the following directives a Drainage away from walls shall be maintained b Grades shall be 2 inches below adjacent paved areas and sidewalks and
flush with valve boxes mowing strips cleanouts drains manholes etc and shall have a minimum slope of 1 to drains C No planting shall be installed until approval has been given by the
City of Rosemead 4 Care shall be taken that the rate of application of water does not cause erosion or sloughing of soils 5 All depressions voids erosion scars and settled trenches generated
by the deep watering shall be filled with conditioned topsoil and brought to finish grade 3 FINISH GRADING A Finish grades shall be at 2 away from the wall B Molding and rounding of
the grades shall be provided at all changes in slope Blend slope into level areas C All undulations and irregularities in the planting surfaces resulting from tillage rototilling and
all other operations shall be leveled and floated out before planting operations are initiated D The Contractor shall take every precaution to protect and avoid damage to sprinkler heads
irrigation lines and other underground utilities during his grading and conditioning operations E Final finish grades shall insure positive drainage of the site with all surface drainage
away from buildings walls and toward roadways drains and catch basins F Final grades shall be acceptable to the City of Rosemead before planting operations will be allowed to begin G
Planting surfaces shall be graded with no less than two 2 percent surface slope for positive drainage 34 PLANTING ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING
LOT PROJECT 0290011 ROSEMEAD CALIFORNIA
Specifications No 05610 A The layout of locations for plants and outlines of groundcover to be planted shall be approved on the site by the City of Rosemead or Landscape Architect prior
to planting All such locations shall be checked for possible interference with existing underground piping prior to excavation of holes If underground construction or utility lines are
encountered in the excavation of planting areas other locations for the planting may be selected by the City of Rosemead Damage to existing utilities shall be the responsibility of the
Contractor The layout planting stakingguying and tying of trees will occur first The planting of shrubs vines and ground cover will follow consecutively 2 Locate the planting pit using
one 1 of the following methods a Place 1 x 3 x T0 wood stake at the location shown on the plans Write botanical name and size of container on stake b Place plant container at location
shown on the plans B Planting Trees and Shrubs All excavated holes shall have vertical sides with with roughened surfaces and shall be two 2times wider than the width of the plant ball
and be as deep as indicated on drawings Vertical sides and bottom of the plant pit shall be scored to loosen soil and to eliminate glazed pit walls Holes shall be in all cases large
enough to permit handling and planting without injury or breakage of root balls or roots 2 Excavation shall include the stripping and staking of all acceptable soil encountered within
the areas to be excavated for plant pits and planting beds Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its reuse for the filling
of holes pits and beds 3 Plants shall not be allowed to dry out before or while being planted Keep exposed roots moist by means of wet sawdust peat moss or burlap at all times during
planting operations do not expose to the air except while being placed in the ground Wilted plants whether in place or not will not be accepted and shall be replaced at the Csontractor
expense 4 Remove nursery stakes and ties from all container stock Maintain side growth on all trees 5 Loosen roots and soil at edges of root ball of plant being installed and ROSEMEAD
COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 0290012 ROSEMEAD CALIFORNIA
Specifications No 0510610 mix with native soil 6 Excess soil generated from the planting holes shall be spread on the site as directed by the City of Rosemead 7 All used cans shall be
removed to the storage area or from the site daily 8 The plants shall be planted at approved locations with the heretofore specified conditioner and soil planting backfill 9 The plants
shall be placed in the planting pits on the backfill material which has been hand tamped and water settled to the root ball base levels prior to the placement of the plants After setting
the plants the remaining backfill material shall be carefully tamped and settled around each root ball to fill all voids 10 Each tree and shrub shall be placed in the center of the hole
and shall be set plumb and held rigidly in position until the planting back fill has been tamped from around each root ball 11 All plants shall be set at such a level that after settling
they bear the same relationship to the surrounding finish grades as they bore to the soil line grade in the container unless otherwise noted 12 GroPower planting tablets shall be placed
in each planting hole at the following ratesOne 17 gram tablet per liner and flat size plant Two 27 gram tablets per gallon container Five 57 gram tablets per 5 gallon container Ten
10 7gram tablets per 15 gallon container Fourteen 147 gram tablets per 24 box and larger 13 No plant will be accepted if the root ball is broken or cracked either before during or after
the process of installation 14 All plants shall be thoroughly watered into the full depth of each planting hole immediately after planting 15 All trees 15 gallon and larger shall be
spotted in place prior to digging of the hole Location of the trees shall be approved by the City of Rosemead Trees are to be guyed per plans 16 The guying method shall be accomplished
in such a manner as to insure the proper and healthy growth and the safety of the plants ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 0290013 ROSEMEAD
CALIFORNI
ASpecifications No 0510610 property and public 17 Shrubs shown in plant areas shall be underplanted with groundcover shown by adjacent symbol to within 12 inches of main plant stem 18
The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees shrubs and vines 19 Pruning after planting shall be required
on all trees and shrubs only when necessary to provide the specified or approved standard shapes form andor sizes characteristic to each plant Pruning may include thinning topping andor
cutting and shall be under the direction of the City of Rosemead Cuts over 34 inch in diameter shall be painted with an approved
tree sealant C Groundcovers Groundcovers shall be planted in the areas indicated on the Drawings The groundcover plants shall be rooted cuttings grown in flats and shall remain in those
flats until transplanting 2 Planting pits for flatsized plants are to be at least 6 x 6 x 6 Plant in moistened soil 3 All groundcover plants shall be planted with soil around roots in
evenly spaced intervals as called out on the Drawings 4 The groundcover plants shall be planted sufficiently deep to cover all roots and shall be immediately gently watered after planting
until the entire area is soaked to the full depth of all holes 5 The groundcover planting areas shall be hand smoothed after planting to provide an even smooth final finish grade All
groundcover areas to receive 3 inches layer fir bark mulch 35 WATERING A Apply water to all planted areas and plants during operations and thereafter until acceptance of work B All plantings
which cannot be watered efficiently with the existing water system shall be watered by means of a hose C Immediately after planting apply water to each tree shrub and vine by means of
a hose Apply water in a moderate stream in the planting hole until ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 0290014 ROSEMEAD CALIFORNIA
Specifications No 0510610 the material about the roots is completely saturated from the bottom of the planting pit to finish grade D Following the planting of ground cover each plant
shall be immediately and thoroughly watered by means of a hose with a slow running stream of water E Apply water in sufficient quantities and as often as seasonal conditions require
to keep the ground moist at all times well below the root system of groundcover and all other planting Exercise care to prevent overwatering flooding or excessive runoff 36 MAINTENANCE
A The entire project shall be cared for to the satisfaction of the City of Rosemead in such a manner as to present a neat and clean condition at all times B The maintenance period begins
on the first day after final completion on all landscape work on this project is complete checked accepted and written approval from the City of Rosemead is given to begin the Maintenance
Period and shall continue thereafter for no less than ninety 90 contiguous days C Regular planting maintenance operations shall begin immediately after each plant is planted Plants shall
be kept in a healthy growing condition and in a visually pleasing appearance by watering pruning mowing rolling trimming edging fertilizing restaking pest and disease controlling spraying
weeding cleaning up and any other necessary operation of maintenance Landscape areas shall be kept free of weeds noxious grass and all other undesired vegetative growth and debris All
plants found to be dead or in an impaired condition shall be replaced within fourteen 14 days Maintenance operations shall also include Filling and replanting of any low areas which
may cause standing water 2 Adjusting of irrigation system 3 Filling and recompaction of eroded areas 4 Weekly removal of trash litter clippings and foreign debris D The Contract completion
date of the Contract Maintenance Period will be extended when in the opinion of the City of Rosemead improper maintenance andor possible poor or unhealthy condition of planted material
ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 0290015 ROSEMEAD CALIFORNIA
Specifications No 0510610 is evident at the termination of the scheduled Maintenance Period The Contractor shall be responsible for additional maintenance of the work until all of the
work is completed and acceptable at no additional cost to the City of Rosemead E When in the opinion of the City of Rsosemead Representative improper maintenance possible poor or unhealthy
condition of plant materials are evident or when maintenance work is not being performed the Contractor shall be responsible for additional maintenance of the work until all of the work
is completed and acceptable at no additional cost to the City of Rosemead F Upon completion of all planting operations apply preemergent weed control over all ground cover and shrub
areas seeded areas are not to be treated in accordance with manufacturers recommendations G Prior to completion of the 90 day maintenance period cultivate all ground cover and shrub
areas and provide an additional application of pre emergent herbicide in accordance with manufacturers recommendations H During the maintenance period the contractor is required to apply
fertilizer to all planted areas at a time specified by the City of Rosemead every 30 days after the beginning of the maintenance period Fertilizer application shall be performed in the
presence of the City of Rosemead a Apply soil conditioner fertilizer GroPower 531 at the rate of 25 lbs per 1000 sq ft uniformly over all shrub and ground cover areas Apply soil conditioner
fertilizer GroPower controlled release 1288 at the rate of 20 lbs per 1000 sq ft uniformly over all lawn areas Replacements Immediately replace any and all plant materials which for
any reason dies is unhealthy or is damaged Any trees or other plant materials that die back and lose the form and size as originally specified shall be replaced even though they have
taken root and are growing after the dieback Replacement shall be made with plants as indicated or specified for the original planting All replacement of plant material shall be at the
expense of of the Contractor Repair Damage to planting areas shall be replaced and repaired immediately K Depressions caused by erosion vehicles bicycles or foot traffic to be filled
with topsoil and leveled Reseed damage done to lawn areas ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING LOT PROJECT 0290016 ROSEMEAD CALIFORNIA
Specifications No 0510610 L Exterminate gophers and moles and repair damage as approved by City of Rosemead M Herbicides fungicides insecticides baits and other chemicals shall be used
in strict accordance with manufacturers recommendations and regulatory agencies N The Contractor will be relieved of maintenance work when the final 90 calendar day plant establishment
work has been satisfactorily completed If maintenance is unsatisfactory Contractor shall maintain work beyond the 90 calendar day period until all planting is in a healthy thriving condition
as determined by the City of Rosemead Final acceptance of landscape work will relieve Contractor from maintaining all planting 37 CLEAN UP A As project progresses Contractor shall maintain
all areas in a neat manner and remove unsightly debris as necessary After completion of project Contractor shall remove all debris and containers used in accomplishing work The Contractor
shall sweep and clean all sidewalks asphalt and concrete areas adjacent to plantings plantings END OF SECTION 02900 ROSEMEAD COMMUNITY RECREATION CENTER AND LANDSCAPING LIBRARY PARKING
LOT PROJECT 0290017 ROSEMEAD CALIFORNIA
Specifications No 0510610 SECTION 02920 MAINTENANCE PART1 GENERAL 1 SUMMARY A The work includes all materials labor services transportation and equipment necessary to perform the work
as described in this specification section 12 RELATED WORK IN OTHER SECTIONS A Section 02810 Landscape Irrigation B Section 02900 Landscaping PART 2 PRODUCTS NOT USED PART 3 EXECUTION
31 MAINTENANCE A All work shall be continuously maintained in all areas within the limit of work during the progress of the job the 90 day maintenance period and until the final acceptance
of the work B The ninety 90 day plant maintenance period shall not commence until written notice of approval of landscape and irrigation installation see Landscape Irrigation Section
02810 has been received from the City of Rsosemead Representative C Provide the following during the final ninety 90 calendar day maintenance period 1 All plants and planted areas shall
be kept watered 2 Weeds Dallis Johnson Kikuyu Nut and Bermuda Grass shall be removed 1 The entire project shall be so cared for that a neat and clean condition will be presented at all
times to the satisfaction of the City of Rosemead and City of Rsosemead Representative D General Weeding ROSEMEAD COMMUNITY RECREATION CENTER MAINTENANCE AND LIBRARY PARKING LOT PROJECT
029201 ROSEMEAD CALIFORNIA
Specifications No 0510610 Weeding Program The Contractor shall be responsible for providing a continuous weeding program for all project areas Weeding shall be done on a weekly basis
and shall include any undesirable or misplaced plant 2 Shrubs Weeds shall be removed from beds regularly no less than once a week chemically or manually Bermuda grass and other noxious
weeds shall not be allowed to become established 3 Ground Cover Weeds shall be removed completely on a regular basis chemically or manually no less than once a week Weeds may be controlled
with preemergent herbicides preferably but also may be controlled with postemergent herbicides andor by hand pulling E Insect Disease and Pest Control The Contractor shall regularly
inspect all landscaped areas for presence of disease insect or rodent infestation The Contractor shall advise the City of Rosemead within four 4 days if disease insect or rodent infestation
is found he shall identify the disease insect or rodent and specify control measures to be taken using legally approved materials and methods Upon written approval of the City of Rsosemead
Representative the Contractor shall implement the approved control measures exercising extreme caution in the application of all spray material dusts or other materials utilized The
use of any chemicals for insect and disease control shall be done by a state licensed pest control operator who shall follow all guidelines governing his license Extreme caution shall
be used when spraying insecticides and fungicides Only spray when there is no wind City of Rsosemead Representative approval must be obtained prior to spraying any insecticides or fungicides
All chemicals shall be used only in the manner approved by state and county agencies Approved control measures shall be continued until the disease insect or rodent is controlled to
the satisfaction of the City of Rosemead The Contractor shall utilize all safeguards necessary during disease insect or rodent control operations to ensure safety of the public and the
employees of the Contractor F Staking and Guying Tree stakes ties and guys shall be checked to prevent bark wounds caused by abrasion and corrected as needed Ties shall be adjusted to
prevent girdling When trees attain a trunk caliper of approximately 4 consider removing stakes and guys based on the following guidelines The tree must retain its upright position and
this position must be held regardless of moisture content of the soil Before any stakes are removed remove tree ties and allow the tree to remain without support for a period of time
to observe structural stability of the tree Remove tree stakes only when tree has been proven to be structurally stable Any restaking shall be done with originally specified ROSEMEAD
COMMUNITY RECREATION CENTER MAINTENANCE AND LIBRARY PARKING LOT PROJECT 029202 ROSEMEAD CALIFORNIA
Specifications No 0510610 materials Guying will overtime stretch or loosen Adjust as needed to retain a taut position until such time when guying is removed Any tree that is damaged
due to improper staking or typing shall be replaced at the Csontractor expense G Plant Replacement Any palm and shrub that appears to have more than onehalf12of its foliage in a declining
state shall be brought to the City of Rsosemead attention immediately Check plant for over watering or drainage problems and repair the problem prior to replacement Replacement plants
shall be of a size condition and variety acceptable to the City of Rosemead The Contractor shall replace plant material at no cost to the City of Rosemead and subject to acceptance by
the City of Rosemead Plants that show signs of failure to grow at any time during the maintenance and guarantee period or those plants so injured or damaged as to render them unsuitable
for the purpose intended shall be replaced immediately at the expense of the Contractor Any palms shrubs or groundcover that die or lose form and size as originally specified shall be
replaced even though they have taken root and are growing after dieback or loss of form and size H Shrub Care All shrubbery shall be checked weekly for any breakage or damage special
watering needs etc and treated as necessary All undesirable conditions shall be eliminated as per accepted landscape maintenance practices All shrubs shall be maintained in a healthy
vigorous condition Remove all spent flowers flower spikes and remove all leaves and debris from plant areas daily Pruning Pruning shall be performed as a continuous ongoing operation
not allowing plants to develop stray undesirable growth and shall be done under the direction of a certified Arborist Trimming pruning thinning and training are functions to be done
at any time at the instruction of the City of Rosemead as deemed necessary to maintain a pleasing appearance Accomplish pruning by removing woody stems from inside shrubs on an asneeded
basis as directed by by the Arborist Excessive pruning or stubbing back will not be permitted Shrubs should never be topped unless specifically directed by the Arborist or the City of
Rsosemead representative Where palms and shrubs occur in close proximity to walks or parked cars prune to allow movement without interference from branches and foliage Any pruning not
directly related to creating accessible paths for pedestrians or cars shall not commence until written approval is given by the City of Rosemead ROSEMEAD COMMUNITY RECREATION CENTER
MAINTENANCE AND LIBRARY PARKING LOT PROJECT 029203 ROSEMEAD CALIFORNIA
Specifications No 0510610 a Shrub Pruners Shrubs shall be pruned and thinned using handheld shrub pruners Hedge shears and clippers shall not be used Irrigation Systems Care Irrigation
Repair and Operation a Systems Components Damage Irrigation system components damaged as a result of Csontractor neglect shall be repaired or replaced by the Contractor at no cost to
the City of Rosemead Normal wear and tear of systems accidental breakage by others or socalled acts of God are conditions under which the Contractor is not directly responsible and repairs
shall be paid for by the City of Rosemead The Contractor shall notify the City of Rsosemead Representative the same day of discovery of damage to irrigation system components caused
by acts of God that do not result from the performance of the work by the Contractor Upon receipt of the City of Rosemead Rsepresentative written authorization the Contractor shall repair
said damage as soon as possible and submit a change order related to the cost of said work to the City of Rsosemead Representative Failure to report any damages will constitute Contractor
making repairs at his own expense Any replacement of irrigation system components under this subparagraph 1 shall be original equipment types Any substitutions for replacement equipment
shall be approved in writing from the City of Rosemead b Replacement includes but is not limited to irrigation system laterals piping irrigation mains pressure lines control valves controllers
irrigation tubing valve covers boxes and lids including electrical pull boxes and lids and valve sleeves C Automatic Irrigation System Failure Irrigation shall be done by the use of
automatic irrigation systems where available and operable however failure of the existing irrigation system to provide full and proper coverage shall not relieve the Contractor of the
responsibility to provide adequate irrigation with full and proper coverage to all areas in the work site d Property Damage Any damages to property resulting from excessive irrigation
water or irrigation water runoff due to the Csontractor negligence shall be charged to the Contractor ROSEMEAD COMMUNITY RECREATION CENTER MAINTENANCE AND LIBRARY PARKING LOT PROJECT
029204 ROSEMEAD CALIFORNIA
Specifications No 05610 e Controller and Valve Boxes The Contractor shall keep controller and valve boxes clear of solids and debris and maintain the irrigation system including the
replacement repair adjustment raise or lower straighten and any other operation required for the continued proper operation of the system from the water meter throughout the work site
f Immediately after planting apply water to each tree shrub and vine by means of a hose in a moderate stream in the planting hole until the material around the roots is completely saturated
from the bottom of the hole to the top of the ground Following the planting of ground cover each plant shall be immediately and thoroughly watered by means of a hose with a slow stream
of running water h Apply water in sufficient quantities and as often as seasonal conditions require to keep the ground wet but not soaking at all times well below the root systems of
the plants and grass 2 System Monitoring a Contractor Monitoring The Contractor shall inspect the irrigation system for broken and clogged heads malfunctioning or leaking valves or any
other condition which hampers the correct operation of the system Authorization must be obtained from the City of Rosemead before proceeding with work not covered under normal maintenance
work The malfunctioning sprinkler system landscape area shall be irrigated by a portable irrigation method until all authorized repairs have been completed to the City of Rsosemead satisfaction
Each system shall be checked daily and all necessary adjustments made to heads which throw onto roadways walks windows or out of intended area of coverage The Contractor shall clean
and adjust sprinkler heads as needed for proper coverage Each system shall be individually operated and observed on a regular basis b Suspension of Irrigation Operation The Contractor
shall turn off irrigation systems during periods of rainfall and times when suspension of irrigation is desirable to conserve water while remaining within guidelines of good horticultural
acceptable maintenance practices ROSEMEAD COMMUNITY RECREATION CENTER MAINTENANCE AND LIBRARY PARKING LOT PROJECT 029205 ROSEMEAD CALIFORNIA
Specifications No 0510610 C System Operation Knowledge One maintenance person shall have the responsibility of operating and knowing the irrigation systems adjust controllers observe
the effectiveness of the irrigation systems and making minor adjustments and repairs to systems CoverageApplication Rate Generally watering shall be done at night between the hours of
0102MAand 060AMunless otherwise directed by the City of Rosemead The Contractor shall operate systems and irrigation as seasonal conditions require During extremely hot weather extended
holiday periods and during or following breakdown of systems the Contractor shall provide adequate personnel and materials as required to adequately water all landscaped areas When breakdowns
or malfunctions exist the Contractor shall water manually by whatever means necessary to maintain all plant material in a healthy condition 4 Ground Cover Trimming Ground covers are
to be neatly trimmed away from sprinkler heads to ensure proper coverage and operation Weed or turf killer shall not be used 5 Tests The Contractor shall test the soil and ground cover
areas and around trees and shrubs monthly or as necessary with soil probes to determine that the proper amount of water is being applied at all times This information shall be used to
adjust watering times on the controller and supplemental hand or deep watering as necessary a Soil Probe The Contractor shall make the soil probe available at all walkthrough inspections
6 Sub Surface Irrigation Areas irrigated by sub surface irrigation will have adequate moisture within the root zone to promote proper plant growth 7 Maintenance Work not Included a Backflow
Prevention Device Testing certification and service of the backflow prevention shall be done by the Contractor and it shall be the Csontractor responsibility to notify the City of Rsosemead
Representative should a malfunction occur Grades Damage to planting areas through any of the following shall be replaced or repaired immediately by refilling with topsoil and leveling
Depressions caused by vehicles bicycles or foot traffic 2 Damage caused by gophers and moles ROSEMEAD COMMUNITY RECREATION CENTER MAINTENANCE AND LIBRARY PARKING LOT PROJECT 029206 ROSEMEAD
CALIFORNIA
Specifications No 05610 3 Erosion due to irrigation runoff 4 Unnatural soil settling 5 Excessive soil compaction K Hardscape Care Sweeping Vacuuming and Blowing off Hardscape All concrete
work shall be swept vacuumed or blown off once a week This work shall be coordinated with mowing or other maintenance work in the area All gutters within the maintenance area shall be
kept clean of clippings and miscellaneous trash 2 All concrete work shall be kept free of dirt leaves and other debris from the maintenance by or visiting the site Debris shall be collected
on a daily basis In general all areas shall be policed once daily All paper trash etc shall be disposed of offsite L The Contractor shall be on site once weekly for a minimum of four
4 hours M The Contractor is to work closely with the City of Rsosemead maintenance division and establish a weekly meeting with the City of Rsosemead maintenance crew N The Contractor
shall replace all annual color as necessary during the maintenance period O The Contractor shall remove dead flower buds P The Contractor may be relieved of the maintenance work when
the final 90 calendar day plant establishment work has been satisfactorily completed Q Extension of Maintenance Period Continue the maintenance period at no additional cost to the City
of Rosemead until previously noted deficiencies have been corrected END OF SECTION 02920 ROSEMEAD COMMUNITY RECREATION CENTER MAINTENANCE AND LIBRARY PARKING LOT PROJECT 029207 ROSEMEAD
CALIFORNIA
Iiii A I
80 GALVANIZED SLEEVELONG SEE NODS 80 SCH D PVC PIPE12 LONG SEE NOTES 3 Z 0 DOMED CONCRETE MARKER SEE PAGE 2 OF 2 PC 56DC3250 EXIST NATIVE SOIL NOTES IN CASES WHERE THE CONTRACTOR IS
UNABLE TO PUCE THE MONUMENT SUCH AS CONFLICTS WITH UNDERGROUND UTILITIES THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR REVIEW CONFIRMATION AND APPRO AL OF THE DELETION 2 NOTIFY USA TO
MIRK UTILITIES 48 HOURS PRIOR TO EXCAVATION 3 PAVEMENT SHALL BE DCROILRLEED WITH AN 180 DIAMOND BIT JACK HAMMERING OF PAVEMENT WILL NOT BE PERMITTED REMOVE LOOSE MATERIAL AND HAND TAMP
I SURVEY WELL MONUMENT COVERS SHALL BE ADJUSTED FLUSH TO NEW FINISHED PAVEMENT SURFACE 7 CITY OF ROSEMEAD SURVEY SECTION SHALL BE NOTIFIED FIVE 5 WORKING DAYS PRIOR TO CONTRACTOR INSTALLING
SURVEY WELL MONUMENT 8 AFTER CONTRACTOR HAS INSTALLED SURVEY WELL MONUMENT CITY OF ROSEMEAD SURVEY SECTION WILL COMPLETE CHISEL PUNCHING THE DOME CONCRETE MARKER 10 0 MONUMENT COVER
SEE PAGE 2 OF 2 CONCREL PAVEMENT PLACE ASPHAL IC 1 MIN2 MAX EXISTING ASPHALTIC CEONCtP PAVEMENT WHERE APPLICABLE 4 3120 DOMED CONCRETE MARKER BERNTSEN C35D OR APPROVED EQUAL 80 GALVANIZED
SLEEVE 80 SCH AO PVC PIPE oR AND 100 MONUMENT COVER SHALL BE autos m0e SUPPLIED BY THE CONTRACTOR PFASIONS 5 3320 DOMED CONCRETE MARKER SEvdlTH A TOLERANCE OFF THE CENTERLINE POINT SHALI
BE OF PUBLIC WDRKS DEPArciMENT ENGINEEPING DNISION CFiY OF ROSEMEAD CALIFORNIA SURVEY WELL MONUMENT CIEN J 3L41e CFY ENGINEER PCE 22388 STANDARD PLAN 00001 S 1 OF 2
NMUMCEf l T COVER DOLED CONCRETE MARKER P D pose APUBLIC WORKS 0 MONJ ENT z o R1 a Jr 4o KC EN J Lettering i8 1 Relief 108 1 8 Y LIP 9 1e 4 1 BERNTSEN C35D 3 DOMED CONCRETE MARKER ALUMINUM
OR AOPVEPGP EQUAL 766 Section A 2 L I I ERiNG MUST BE THE SAME IN FONT AND SIZE ARRANGEMENT MUST BE AS SHOWN MARKERS OTHEP THAN BERNTSEIN ARE SUBJECT TO APPROVAL BY THE CITY ENGINEER
GEOTECHNICAL STRUCTURAL PAVEMENT STUDY REPORT Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Converse Project No 113113701 PREPARED FOR City
of Rosemead Public Works Engineering Department 8838 E Valley Boulevard Rosemead CA 91770
Converse Consultants Geotechnical Engineering Environmental Groundwater Science Inspection Testing Services March 8 2011 Mr Rafael Fajardo Associate Civil Engineer City of Rosemead Public
Works Engineering Department 8838 E Valley Boulevard Rosemead CA 91770 Subject GEOTECHNICAL STRUCTURAL PAVEMENT STUDY REPORT Proposed City Hall Parking Lot Improvement Project City of
Rosemead California Converse Project No 113113701 Dear Mr Fajardo Converse Consultants Converse has prepared the enclosed report to present structural pavement section recommendations
for the proposed City Hall Parking Lot Improvement Project in the City of Rosemead California This report has been prepared in accordance with our proposal for geotechnical services
dated February 11 2011 Based on the results of our study it is our opinion that the proposed parking lot improvement is suitable from a geotechnical standpoint for the proposed project
provided the findings conclusions and recommendations presented in this report are incorporated in the preparation of the final design plans specifications and construction of the project
We appreciate this opportunity to be of service to the City of Rosemead If you should have any questions regarding this report please contact us at 626 9301200 CONVERSE CONSULTANTS William
H ChuGE Senior Vice President Principal Engineer Dist 4Addressee SWCHCLamm 222 East Huntington Drive Suite 211 Monrovia California 91016 3500 Telephone 626 9301200 Facsimile 626 9301212
email converse@cconvoersecomnsultants
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project Rosemead California March 8 2011 Page it PROFESSIONAL CERTIFICATION This report for the
proposed City Hall Parking Lot Improvement Project in Rosemead California has been prepared by the staff of Converse under the professional supervision of the individuals whose seals
and signatures appear hereon The findings recommendations specifications or professional opinions contained in this report were prepared in accordance with generally accepted professional
engineering and engineering geologic principles and practice in this area of Southern California There is no warranty either expressed or implied Sean C LinPEGE Senior Engineer William
H ChuPEGE Sr Vice PPrreinscidipeantl Engineer macEp j2 fr sE c Converse Consultants MONROVIAJOOFBFFICILEE2011 31113173113701 GdSoPScR
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project Rosemead California March 8 2011 Page iii TABLE OF CONTENTS 10 INTRODUCTION 1 20 SCOPE
OF WORK 1 30 SITE DESCRIPTION 1 40 FIELD WORK 1 41 SUBSURFACE EXPLORATION 2 42 SUBSURFACE CONDITIONS 2 43 SUBSURFACE VARIATIONS 3 50 LABORATORY TESTING PROGRAM 3 60 GEOTECHNICAL EVALUATION
4 70 RECOMMENDATIONS 4 71 FLEXIBLE PAVEMENT RECOMMENDATIONS 4 72 EARTHWORK BELOW PAVEMENT REPLACEMENT AREAS 5 80 CONSTRUCTION CONSIDERATIONS 6 90 CLOSURE 6 100 REFERENCES 8 TABLES Page
Number Table No 1 Summary of Subsurface Conditions 3 Table No 2 Recommended Flexible Pavement Sections 4 DRAWINGS Following Page Number Drawing No 1 Site Location Map 1 Drawing No 2
Boring Location Map 1 APPENDICES Appendix A FieldExploration Appendix B Laboratory Testing Program Converse Consultants JMO2OOFNB0FRFIOCI1LVEIEA1313171311 3701 GdSoPScR
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 1 10 INTRODUCTION This report contains
geotechnical recommendations for the structural pavement sections of the proposed City Hall Parking Lot Improvement Project The project site is located at 8838 E Valley Boulevard in
the City of Rosemead California as shown on Drawing No 1 Site Location Map The purpose of this study was to explore and evaluate soil conditions beneath the project site observe and
document existing pavement sections at the boring locations and to provide geotechnical design and construction recommendations for structural pavement sections The proposed City Hall
Parking Lot Improvement Project consists of pavement reconstruction for the existing parking at the City Hall of Rosemead California Existing asphalt concrete pavement will be removed
and new asphalt concrete section will be placed for the existing parking lot areas This report is for the existing pavement evaluation described herein and is intended for use by the
City of Rosemead and their design professionals Since this report is intended for use by the dsesigner it should be recognized that it is impossible to include all construction details
in this report
at this phase of the project Additional consultation may be prudent to interpret these findings for contractors or possibly refine these recommendations based upon the final design and
actual conditions encountered during construction 20 SCOPE OF WORK The scope of our work included a site reconnaissance subsurface exploration soil sampling laboratory testing engineering
analysis and preparation of this report Details of the tasks are addressed in the following sections 30 SITE DESCRIPTION The parking lot of the City Hall of Rosemead is located at the
south side of the City Hall Building and consists of approximately 08000 square feet of asphalt concrete pavement Topographic relief along the project alignment is relatively flat with
no significant slopes or grade separations 40 FIELD WORK Our field work included a site reconnaissance by a Converse engineer and subsurface exploration The purpose of the site reconnaissance
was to observe surface conditions and to mark exploratory boring locations The approximate boring locations are shown in Converse Consultants MONROVIAJO2OF0BFF1ICIL1EE31 137113113701
GdSoPScR
SITE LOCATION MAP Project No CITY HALL PARKING LOT STRUCTURAL PAVEMENT STUDY PROJECT 113113701 CITY OF ROSEMEAD Drawing No Converse Consultants
LOCATION A OT Project No Drawing No ENT STUDY PROJECT 113113701
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 2 Drawing No 2 Boring Location Map 41 Subsurface
Exploration Our subsurface exploration consisted of drilling three 3 borings BH1 through BH3 February 21 2011 to depths up t5o feet below the existing parking surface Borings were excavated
by using 4inch diameter concrete coring machine and hand auger In addition Converse had drilled one soil boring on September 3 2010 for the generator enclosure located at the east property
line of the parking lot The data from this boring is utilized for the current pavement study and the boring log is included in Appendix A Borings were logged and classified in the field
by visualmanual examination in accordance with the Unified Soil Classification System by a member of the Converse staff Borings were sampled at regular intervals and at changes in subsurface
soils Bulk samples were obtained for laboratory testing After completion of borings the bore holes were backfilled with soil cuttings and import soils in lifts and tamped by human weight
and the surface was patched with asphalt Field exploration procedures and boring logs are presented in Appendix A Field Exploration 42 Subsurface Conditions Our evaluation of the geotechnical
characteristics of subsurface materials at the site is based on observation of soil cuttings and soil samples from exploratory borings and on the results of laboratory tests conducted
on selected samples The existing asphalt pavement sections consist of 4 to 5 inches of asphalt concrete over 0 to 4 inches of base The existing pavement sections are summarized in Table
No 1 Summary of Subsurface Conditions Fill soils were encountered below the pavement section to an approximate depth of 2 feet Thicker fills may exist within other portions of the site
beyond our boring locations In general the fill encountered consists of fine to coarse grained silty sand with gravel Alluvial fan deposits were encountered below the pavement section
and fill during subsurface exploration The alluvial soils encountered consist primarily of fine to medium grained silty sand Groundwater was not encountered during subsurface exploration
to the maximum depth of 5 feet bgs Review of historically high groundwater conditions as presented in the Seismic Hazard Zone Report for the El Monte 75Minute Quadrangle CDMG 1998 indicate
groundwater levels at depths ranging from approximately 30 feet to 35 feet vConverse Consultants M0NR0VIA0FFICEU0BFILE201131 137113113701 GdSoPScR
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 3 below the existing ground surface The
regional groundwater table is not expected to be encountered during the planned construction For additional information on the subsurface conditions see the Logs of Borings Data in Appendix
A Field Exploration The general subsurface conditions are summarized on the following table Table No 1 Summary of SubsurfaceConditions Boring Depth loved pspFaaJf 1 Base Generalized
Subgrade Soil Description Lecafon Exp inches ihneds BelowBase 1aye feet BH1 5 50 0 Silty Sand SM BH2 5 40 20 Silty Sand SM BH3 5 40 40 Silty Sand SM 43 Subsurface Variations Based on
results of the subsurface exploration and our experience variations in the continuity and nature of subsurface conditions within the project site should be anticipated Because of the
uncertainties involved in the nature and depositional characteristics of the earth materials care should be exercised in interpolating or extrapolating subsurface conditions between
or beyond the boring locations If during construction subsurface conditions different from those presented in this report are encountered this office should be notified immediately so
that recommendations can be revised and modified as needed 50 LABORATORY TESTING PROGRAM Laboratory testing was performed to evaluate the physical characteristics and engineering properties
of the subsurface soils For a description of the laboratory test methods and test results see Appendix B Laboratory Testing Program For insitu moisture and dry density data and additional
information on the subsurface conditions see the Logs of Borings in Appendix A Field Exploration Discussion on the various test results is presented below Grain Size Distribution Analysis
The results of the sieve analysis performed on two 2 representative soil samples are presented Appendix B Laboratory Testing Program Maximum Dry Density and Optimum Moisture Content
The moisturedensity relationship of two 2 representative near surface soil samples are presented in Appendix B Laboratory Testing Program vConverse Consultants M0NR0VIAJ0213E10F0B3F11IFC7I1E1G1d031S3
oP1S7cR
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 4 Rvalue Two 2 Rvalue tests were performed
on representative bulk soil samples Based on the test results the Rvalue of near surface site soils range from 40 to 51 The lower value indicates that portions of the subgrade soil tested
have a relatively low resistance to deformation under traffic loading 60 GEOTECHNICAL EVALUATION The results of our subsurface exploration indicate the existing asphalt concrete at the
parking lot area are generally 4 inches to 5 inches thick and underlain by base materials varying from approximately 0 to 4 inches in thickness The subgrade soils encountered below the
pavement section are variable in primary composition of silty sSaMnd Laboratory tested Rvalue results indicate values of 40 and 51 70 RECOMMENDATIONS The following geotechnical recommendations
are provided for the proposed City Hall Parking Lot Improvement Project 71 Flexible Pavement Recommendations We have performed flexible pavement design analyses to provide pavement structural
sections for driveway andor parking areas An Rvalue of 40 was used for pavement design based on our review of onsite fine grained sandy earth materials and our experiences with similar
projects Our recommendations are presented as the following The flexible pavement structural section design recommendations were performed in accordance with the method contained in
the CALTRANS Highway Design Manual Chapter 630 without the factor of safety No specific traffic study was performed to determine the Traffic Index TI for the proposed project therefore
a wide range of TI values was evaluated The recommended flexible pavement structural sections for various TI conditions are presented in the following table Tnhla tdn 9 Plnvihln Pnvamnn4
S4rnrfnrnl Rartinnc Converse Consultants MONROVIAO2FFI0CEW1OBF1ILE 31 1 317 1 311 3701 GdSoPScR AsphaltGoncreteJAG uAerAggregateBase j FAuC11 r y St ructuralSections j SturcturalSechon
Design R vm7ue Desig mAchCes YOB jlncfies AC Qnc esj j s 30 30 40 4 40 40 30 50 5
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 5 Asphalt oncreteAC3OverAggiregateBase
AB Full AC Design teSrructrctuitiicJintruasrlSection ailute DesignTJ AC inches AB inches iAine6he4s 6 40 45 60 7 50 50 75 8 60 60 85 g 06 58 100 Actual traffic index and traffic load
should be determined by either Civil Engineer or Traffic Engineer The above pavement sections are recommended as a guideline for basic usage of the indicated TI values and may not be
sufficient for actual traffic loading Base material shall conform to requirements for a Class 2 Aggregate Base AB or equivalent such as crushed miscellaneous base CMB and should be placed
in accordance with the requirements of the Standard Specifications for Public Works Construction SSPWC Latest Edition Asphaltic materials should conform to Section 2031 Paving Asphalt
of the SSPWC and should be placed in accordance with Section 3025 Asphalt Concrete Pavement of the SSPWC 72 Earthwork Below Pavement Replacement Areas Areas receiving new asphalt concrete
and base sections should be underlain by compacted subgrade soils Existing soils exposed below pavement replacement areas should be scarified at least 6 inches moisture conditioned as
needed to near optimum moisture content and compacted to at least 95 percent of the laboratory maximum dry density ASTM D 1557 to produce a firm and unyielding surface Imported aggregate
base material should be tested and approved by the Geotechnical Consultant prior to placement above the subgrade Aggregate base materials should be moisture conditioned as needed to
near optimum moisture content and compacted to at least 95 percent of the laboratory maximum dry density ASTM D 1557 for support of new pavement sections Converse Consultants MONROVIAO2FF0ICEU1OBF1IL
E31 137113113701 GdSoPScR
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 6 80 CONSTRUCTION CONSIDERATIONS It is
recommended that this office be provided an opportunity to review final design drawings and specifications to determine if the recommendations of this report have been properly implemented
During construction the geotechnical engineer andor their authorized representatives should be present at the site to provide a source of advice to the client regarding the geotechnical
aspects of the project and to observe and test the earthwork performed Their presence should not be construed as an acceptance of responsibility for the performance of the completed
work since it is the sole responsibility of the contractor performing the work to ensure that it complies with all applicable plans specifications ordinances etc This firm does not practice
or consult in the field of safety engineering We do not direct the csontractor operations and and cannot be responsible for personnel other than our own on the site therefore the safety
of others is the responsibility of the contractor 90 CLOSURE The design recommendations presented in this report were prepared in accordance with generally accepted professional engineering
principles and practices in effect at this time in Southern California Our conclusions and recommendations are based on our laboratory testing and engineering analysis performed in accordance
with applicable industry standards This report has been prepared for the sole benefit and exclusive use of City of Rosemead in accordance with the terms and conditions attached to our
proposal under which these services have been provided Any reliance on this report by third parties shall be third psarty sole risk Our services have been performed in accordance with
applicable state and local ordinances and generally accepted practices within our profession No other warranty either expressed or implied is made Converse Consultants is not responsible
or liable for any claims or damages associated with interpretation of available information provided by others Site exploration identifies actual soil conditions only at those points
where samples are taken when they are taken Data derived through sampling and analytical testing are extrapolated by Converse employees who then render an opinion about overall soil
conditions Actual conditions in areas not sampled may differ In the event that changes to the property occur or additional relevant information about the property is brought to our attention
vConverse Consultants OM2FOFICN0ERUOOB1VFIILAE13131713113701GdSoPScR
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 7 the recommendations contained in this
report may not be valid unless these changes and additional relevant information are reviewed and the recommendations of this report are modified or verified in writing Converse Consultants
MONROVIAJO2OF0BFF1ICIL1EE31 137113113701 GdSoPScR
Geotechnical structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page 8 100 REFERENCES ASTM INTERNATIONAL Annual
Book of ASTM Standards Current CALIFORNIA DIVISION OF MINES AND GEOLOGY 1998 Seismic Hazard Zone Report of the El Monte 75Minute Quadrangle Los Angeles County California SHZR 024 CALIFORNIA
DEPARTMENT OF TRANSPORTATION 2008 Highway Design Manual Department of Transportation State of California CONVERSE CONSULTANTS 2010 Geotechnical Study Report Proposed Block Wall for Generator
Enclosure Rosemead City Hall 8838 Valley Boulevard Rosemead CA Project No 103128403 dated September 22 2010 GREENBOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2009 Edition
Public Works Standards Inc vConverse Consultants MONROVIAO2FFI0CEW1OBF1ILE 311371131137Gd0SoP1ScR
FIELD EXPLORATION
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page A1 APPENDIX A FIELD EXPLORATION Our field
investigation included a site reconnaissance of the roadway alignment and a subsurface exploration program consisting of drilling three 3 test borings During the site reconnaissance
the surface conditions were noted and the locations of the test borings were marked Our subsurface exploration consisted of drilling three 3 borings BH1 through BH3 February 21 2011
to depths up to 5 feet below the existing parking surface Borings were excavated by using 4inch diameter concrete coring machine and hand auger Soils encountered in the borings were
logged by a Converse engineer and classified in the field by visual examination in accordance with the Unified Soil Classification System ASTM 2488 After completion of borings the bore
holes were backfilled with soil cuttings and import soils in lifts and tamped by human weight and the surface was patched with asphalt Field exploration procedures and boring logs are
presented in Appendix A Field Exploration In addition Converse had drilled one soil boring on September 3 2010 for the generator enclosure located at the east property line of the parking
lot The data from this boring is utilized for the current pavement study and the boring log is included in Appendix A Bulk samples were obtained from drill cuttings and placed in large
plastic bags It should be noted that the exact depths at which material changes occurs cannot always be established accurately Unless a more precise depth can be established by other
means changes in material conditions that occur between drive samples are indicated in the logs at the top of the next drive samples For a key to soil symbols and terminology used in
the boring logs refer to Drawing No A1 Unified Soil Classification and Key to Boring Log Symbols The logs of the exploratory borings are presented in Drawing Nos A2 throughA4Log of Borings
Converse Consultants M0NR0VIA02FFI0CEIJ10BF1ILE31 137113113701 GdSoPScR
NOTE DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIIICAI IUINJ BORING LOG SYMBOLS SAMPLE TYPE STANDARD PENETRATION TEST Split hanel sampler In accomance with ASTM O1M5BN Slantlartl
Test Methctl SYMBOLS TYPICAL MAJOR DIVISIONS DESCRIPTIONS GRAPH I LETTER GROUNDWATER WHILE DRILLING pde s Dimct Shear single point DwRAEDETD GRAVELS CLEAN C ESNOMTriaxial Compression
GRAVEL L GRAVELS Vane Shear LITTLE OR NDFWES Grain Size Analysts Passing No 200 Sieve wmaa GRADED CRavELS c AND se Collapse Test GRAVELLY LnTLEORNDFWESJ 000 GP GRRLAVVELSAN MIXTURES
Compacgon Curve SOILS o ca Hytlmmeler LITTLE OR NO FINE Dechlcal Resistivity er COARSE GRAVELS It GM NVIGRAVEL GRAVEL SAND SILTMIXTURES GRAINED MORE THAN 5OF WITH o 0 SOILS COARSE FRACTION
FINES RETAINED ON NO CGIATREYAGRVAVEELSl SIEVE IAPPRECNBIEANT GC SAND CLAY MIXTURES OF FINES WARADEDSANNT SW GRAVELLY SANDS IPTLE CLEAN OR NO FINES SAND SANDS SANDS MORETHAN 500 AND
MATERIAL IS SANDY LITTLE OR NO FINES SPC POOGRdLAYVGERLALDYEDSAN4U OR NO FINES LARGER THAN NO SOILS zoB SIEVE SSIIZE MORE THAN 50 OF SANDS WITH SM slLnsANOS SAND sLT WXTURE COARSE FRACTION
FINES PASSING ON NO SIEVE APPRECNBIE AMOUM SC CIAYEYSANDS SAND CLAY OF FINES MIXRIRES INORGANIC SILTS AND VERY ML FsIINLEWSOARNDCSLARYOEYCKFIFNLEOUR OARCLNAVEYDSILT NORGANICCIAYSOFLOW
TO SILTS AND MEDIUMPUSTwrIY LIQUID LIMIT LESS CL GSEAAVERLLYmCLAYyS FINE CLAYS THAN 50 curs IsEanAcuNvs GRAINED ORGANIC SILTS AND ORGANIC SOILS OL SILLY CLAYS OF LOIN PtASTICItt INORGANIC
SILTS AMOEIHe MH ORDMFICIANETOWEI MORE THAN SEE OF SAND OR SILn SOILS MATERIAL IS SMALLERTHANNO SILTS AND LIQUID LIMIT CH INORGANIC CLAYS OF HIGH 200 SIEVE SIZE CLAYS GREATER THAN 50
li PLASTICITY ORGANIC CLAY DF MEOWMTO OH HIGH PtASPCRY ORGANIC SILTS HIGHLY ORGANIC SOILS I I 14 PT PwRHwai oacuulc ON EN e LABORATORY TESTING ABBREVIATIONS DRIVE SAMPLE 242 ID sampler
O DRIVE SAMPLE No recovery BULK SAMPLE Results sM1Own In Appentlix B TEST TYPE STRENGTH Pocket Penetrometer Direct Shear SO Unconfinetl Compression UC CLASSIFICATION IX Plasticity pI
vs Consolitlation Sand EquPoelenl col Expansion Index Resistance RV1m r max Chemical Analysis h GROUNDWATER AFTER DRIVING UNIFIED SOIL CLASSIFICATION AND KEY TO BORING LOG SYMBOLS Project
Name Project No Drawing No Converse Consultants CITY HALL PARKING LOT 113113701 A1 STRUCTURAL PAVEMENT STUDY PROJECT CITY OF ROSEMEAD QW NET
Log of Boring No BH1 Dates Drilled Equipment 2220111 HAND AUGER SCL Checked By WHC NA Logged by Driving Weight and Drop Ground Surface Elevation ft NA Depth to Water ft NOT ENCOUNTERED
POrowjecltName Project No Drawing No Converse Consultants CITY HALL PARKING LOT 131137 A2 STRUCTURAL PAVEMENT STUDY PROJECT CITY OF ROSEMEAD NoW ID 11311370G1NTemplate LOG SUMMARY OF
SUBSURFACE CONDITIONS SAMPLES o This log is part of the report prepared by Converse for this project w and should be read together with the report This summary applies v only at the
location of the boring and at the time of drilling IwLU t Subsurface conditioonnss may differ at other locations and may change j U M o at this location with the passage of time The
data presented is a O or 0 IO 0 J simplification of actual conditions encountered O m m 5 5 ASPHALT WITH NO BASE FILL Af mmaax SILTY SAND ISM fine grained brown r ALLUVIUM Qal SILTY
SAND SM fine grained trace gravels up to 12 in maximum dimension brown 5 End of boring at 5 feet Groundwater Groundwater not encountered during drilling Borehole backfilled with soil
cuttings and patched with asphalt
Dates Equipment 2220111 HAND AUGER Logged by SCL Checked By WHC Driving Weight and Drop Ground Surface Elevation ft NA Depth to Water ft NOT ENCOUNTERED wn 0 0m o O J SUMMARY OF SUBSURFACE
CONDITIONS SAMPLES This log is part of the report prepared by Converse for this project and should be read together with the report This summary applies only at the location of the boring
and at the time of drilling at his location with the pasage time The data pented isange simplification of actual conditions encountered mm owFO D2 WFO wD m 4 ASPHALT OVER 2 BASE FILL
Af SILTY SAND ISM fine grained brown mmaax r ALLUVIUM Qal SILTY SAND ISM fine grained trace gravels up to 112 in maximum dimension brown 5 End of boring at 5 feet Groundwater not encountered
during drilling Borehole backfilled with soil cuttings and patched with asphalt Project Name Project No Drawing No Converse Consultants CITY HALL PARKING LOT 11 3113701 A3 STRUCTURAL
PAVEMENT STUDY PROJECT CITY OF ROSEMEAD Iftmov NA Proiecl ID 1131137 1GPJ Template LOG
Log of Boring No BH3 Dates Drilled 22112011 Logged by SCL Driving Weight and Drop NA Depth to Water ft NOT ENCOUNTERED Checked By WHC Equipment HAND AUGER Ground Surface Elevation ft
NA sm 0 0aMm C9 SUMMARY OF SUBSURFACE CONDITIONS This log is part of the report prepared by Converse for this project and should be read together with the report This summary applies
only at the location of the boring and at the time of drilling Subsurface conditions may differ at other locations and may change at this location with the passage of time The data presented
is a simplification of actual conditions encountered SAMPLES mm oLLI cn O FFYof U O a IO uJ D m 4 ASPHALT OVER 4 BASE FILL Afl SILTY SAND ISM fine grained brown ALLUVIUM Qal SILTY SAND
ISM fine grained trace gravels up to12in maximum dimension brown 5 End of boring at 5 feet Groundwater not encountered during drilling Borehole backfilled with soil cuttings and patched
with asphalt Project Name Project No Drawing No isa Converse Consultants CITY HALL PARKING LOT LOT 113113701 AA STRUCTURAL PAVEMENT STUDY PROJECT CITY OF ROSEMEAD Pmied IR 11 31139G0P1J
Template LOG
PREVIOUS SOIL BORING CONVERSE 2010
Dares Drilled Equipment 932010 8 HOLLOW STEM AUGER Ground Surface Elevation ft Loggedby GDS Checked By SCL Driving Weight and Drop 140 Ibs 30 in Depth to Water ft NOT ENCOUNTERED CRonvWerse
Consultants NIA Project Name NEW BLOCK WALL ROSEMEAD CITY HALL 8838 VALLEY BOULEVARD ROSEMEAD CALIFORNIA Project No Drawing No 130128403 A2a Project ID 103524G0P3JTemplate LOGSUMMARY
OF SUBSURFACE CONDITIONS SAMPLES o F This log is part of the report prepared by Converse for this project w i and should be read together with the report This summary applies v only
at the location of the boring and at the time of drilling n L Subsurface conditions may differ at other locations and may change j w Y rn w m o at this location with the passage of time
The data presented is a OJ I O 7 O 6 3 simplification of actual conditions encountered I p I m m E 05 O 1 4 ASPHALT CONCRETE OVER 4 BASE Y I FILL Af cear SILTY SAND SM finegrainedbrown
ei I ALLUVIUM 1170 I 5 109 ds SILTY SAND SM finegrained trace gravels up to 12 I 5 lI in maximum maximum dimension brown 14 5719 105 I c 712112 2 10 i115 SILTY SAND to SANDY SILTSMML
finegrained 1671 a 9s fbrown i iI 20 L I I SILTY SAND SM fine grained brown j11812 1 5 1 103 i I 25 I 1713 10 I 1D0 30 I I 75111 I wa 1 fC64970 1 i
Log of Boring No BH1 Dates Drilled 532010 Logged by GDS Checked By SCL Equipment 8 HOLLOW STEM AUGER Driving Weight and Drop 440 Ibs 130 in Ground Surface Elevation ft NIA Depth to Water
ft ENCOUNTERED Project Name Project No Drawing No Converse Consultants NEW BLOCK WALL 102381403 A2b ROSEMEAD CITY HALL 8838 VALLEY BOULEVARD ROSEMEAD CALIFORNIA Pmi i ID 1031234G0P3J
ITate LOG j SUMMARY OF SUBSURFACE CONDITIONS This log is part of the report prepared by Converse for this project SAMPLES I o and should be read together with the report This summary
applies LU I only at the location of the boring and at the time of drilling ro z i r Subsurface conditions may differ at other locations and maychanga u Y w M o at this location with
the passage of time The data presented is a O C9 simplification of actual conditions encountered 0 I m m 2i D O j SAND SP fine to medium grained trace gravels up to 123067 12 in maximum
dimension light brown 40 SILTY SAND SM mediumgrained trace gravels up to 2713 I wa j 12in maximum dimension light brown I fc 45 1 I i 2089 C 1 III 50 I ji SAND WITH SILT SPSM mediumgrained
light i 20130144 wa brown I fc142 End of boring at551 feet Groundwater not encountered during drilling Borehole backfilled with soil cuttings and capped with II asphalt concrete patch
on 91310 li I I i i i i 1 i I I
LABORATORY TESTING PROGRAM
Geotechnical Structural Pavement Study Report Proposed City Hall Parking Lot Improvement Project City of Rosemead California March 8 2011 Page B1 APPENDIX B LABORATORY TESTING PROGRAM
Laboratory tests were conducted in the Converse Consultants Converse geotechnical laboratory on representative soil samples for the purpose of evaluating the physical properties and
engineering characteristics of the sampled materials A summary of the various laboratory tests conducted is presented below GrainSize Analysis To assist in classification of soils a
mechanical grainsize analysis was performed on two 2 selected samples Testing was performed in general accordance with the ASTM Standard D422 test method The grain size curves are shown
on Drawing No B1 Grain Size Distribution Results Maximum Dry Density Test Two 2 laboratory maximum dry densitymoisture content relationship tests were performed on representative bulk
samples of the subgrade soil material The testing was conducted in accordance with ASTM Standard D1557 laboratory procedure The test result is presented on Drawing No B2 Moisture Density
Relationship Results Rvalue Two 2 representative bulk soil samples were tested for resistance value Rvalue in accordance with State of California Standard Method 301G This test is designed
to provide a relative measure of soil strength for use in pavement design The test results are shown in the following table Table No B2 Rvalue Test Results Sample Storage Soil and concrete
samples presently stored in our laboratory will be discarded 30 days after the date of this report unless this office receives a specific request to retain the samples for a longer period
of time vConverse Consultants MONROVIAJO2OF0BFF1ICIL1EE31 137113113701 GdSoPScR W x ipa 5t x t ctahm x uw ry r avYe xtr 1uenVl1efa aexaM F F i lSlasttiscoatton iea avft c vY2 k F w4Yuk
F k BH1 1 5 Silty Sand SM 51 11231 15 Silty Sand SM 40
U5 SIEVE OPENING IN INCHES I USSIEVE NUMBERS I HYDROMETER 6 4 3 2 15 1 314 13812 3 4 6 180 7416 20 30 40 50 fi0 1001402D0 I I I I I I I I I I I I I 1 1 I I I I tWmmwzzWUKwa 00 95 90
85 80 75 70 65 so 55 50 45 40 35 30 25 20 15 1050 100 10 GRAIN SIZE IN MILLIMETERS 01 0 01 0 COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium I fine 001 Boring No Depth ft
Description LL PL PI I Cc Cu BH1 1 5 SILTY SAND SM BH2 15 SILTY SAND SM Boring No Depth ft D100 D60 D30 D10 Gravel Sand Silt Clay BH1 15 19 024 20 60 38 BH2 1 5 357 4064 1002 08 67 25
GRAIN SIZE DISTRIBUTION RESULTS Project Name Project No Drawing No Ph Converse Consultants CITY HALL PARKING LOT 113110317 B1a STRUCTURAL PAVEMENT STUDY PROJECT CITY OF ROSEMEAD rq r
empare
UdVZw0K0 150 145 BORING NO DEPTH ft Curves of 100 SaN for Specific Gravity E ation jual to OPTIMUM WATER MAXIMUM DRY DENSITY pct 140 BH1 15 280 6720 D1557 Method B 58 1530 135 BH2 1
5 SILTY SAND SM D1557 Method B 58 1232 130 125 120 1105 105 100 95 r 90 1 1 J 0 5 10 15 20 25 3 WATER CONTENT SYMBOL DESCRIPTION ASTM TEST METHOD SILTY SAND SM MOISTUREDENSITY RELATIONSHIP
RESULTS Project Name Project No Drawing No Converse Consultants CITY HALL PARKING LOT 11 31 13701 B2a STRUCTURAL PAVEMENT STUDY PROJECT CITY OF ROSEMEAD rolec empate