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HomeMy WebLinkAbout06029 - SECONDWIND ENGINEERING CONSTRUCTION INC RAMON RD DRAINAGE IMP AT BARISTO CHANNEL CP 09-10 Page 1 of 2 Kathie Hart From: Kathie Hart Sent: April 27, 2012 3:17 PM To: Marcus Fuller { Cc: Jay Thompson; Tabitha Richards; Carrie Rovney Subject: RE: A6029 SecondWind Engineering CP 09-10 Q(L^ 1 THX - then I will close the agreement file. Have a good weekend. Kathie Hart, CMC Chief Deputy City Clerk City of Palm Springs 2?(760)323-8206 3200 E Tahquitz Canyon Way fi (760)322-8332 Palm Springs, CA 92262 Kathie.HartOPa/mSprinasCA.rzov Please note that City Hall is open 8 a.m. to 6 p.m.Monday through Thursday,and closed on Fridays at this time. From: Marcus Fuller Sent: April 27, 2012 3:17 PM To: Kathie Hart Cc: Jay Thompson; Tabitha Richards; Carrie Rovney Subject: Re: A6029 SecondWind Engineering CP 09-10 There will not be a notice of completion in this case. Sent from my iPhone On Apr 27, 2012, at 11:33 AM, "Kathie Hart" <Kathie.Hart(a,palms�.gov> wrote: Marcus: Change Order 1 is fully executed and given to Carrie R on 4-25. We will be closing out this agreement file; however, prior to doing so, do we need to execute and record a Notice of Completion? Please advise. Thanks for your assistance. Kathie Hart, CMC Chief Deputy City Clerk City of Palm Springs (760)323-8206 3200 E. Tahquitz Canyon Way (760)322-8332 Palm Springs, CA 92262 Kathie.Hart�Polm5pringsCA_ggy Please note that City Hall is open 8 a.m. to 6 p.m. Monday through Thursday, and closed on Fridays at this time. From: Marcus Fuller Sent: April 17, 2012 9:17 AM To: Jay Thompson; Kathie Hart Cc: Tabitha Richards Subject: SecondWind Engineering Insurance 04/27/12 Page 2 of 2 Jay/Kathie, We have been negotiating a mutual agreement to terminate the City's contract with Second Wind Engineering (City Project 09-10)A6029. The current Contract Change Order No. 1 terminates the contract,and was prepared with assistance by James Donich from the City Attorney's office. It has taken over 1 year to negotiate this mutual termination, and agree on payment for the portion of the project the contractor did complete which we are accepting. The work was stopped over a year ago due to unforeseen utility conflicts which could not be resolved. We request you to process the CCO#1 without new insurance, as the work that was accepted was completed last year, and the CCO#1 acknowledges that work, eliminates all remaining work, and closes out the contract. Sincerely, Marcus L. Fuller, P.E., P.L.S. Assistant City Engineer/ Assistant Director of Public Works City of Palm Springs (760) 323-8253, ext. 8744 www.palmspringsca.Fov Marcus.Fuller@paimspringsca.gov 04/27/12 CITYOFPALMSPRINGS CONTRACTCHANGEORDER To:Secondwind Engineering Construction Inc. Date:January 30,2012 P.O.Box 241 Project No.:09-10 16010 Cedar Heights Dr. N. Project: Ramon Drainage Imp. Pioneer,Ca 95W6 Change Order No.:One(1) Contract Purchase No.: 11-0544: 0 Account Numbers: 135-4372-56005 Agreement No.:6029 CHANGES IN COST: NEW ITEMS A. 30"x 19" Elliptical RCP Lump Sum/Agreed Price $8,928.23 B. Delay Costs Lump SumlAgreed Price $5,375.48 BID ITEMS 2. Traffic Control Lump Sum -$2,649.19 3. 12'x6' Metal Barrier Lump Sum -$3,299.37 4. Catch Basin 21'-1 Each -$10,000.00 5. Elliptical RCP-138 LF @ $191.75/1-F -$26,461.50 6. Sheeting/Shoring Lump Sum -$5,580.92 Total—Change Order Decrease Amount -$33,687.27 REASONS FOR CHANGES: After beginning construction, utilities were discovered which prevented the completion of the work. Due to these utility conflicts the project was suspended pending utility relocations. Since that time, the City and Secondwind Engineering Construction, Inc. (the "Contractor') have mutually agreed to terminate the remaining portion of the contract. The City has agreed to compensate the Contractor for delay costs incurred during the disruptions to the work and has agreed to purchase the remaining reinforced concrete pipe materials that were not installed. All other un-constructed items in the contract are being deleted. A. 30"x 19" Elliptical RCP -This Item compensates the contractor for the cost of reinforced concrete pipe purchased in anticipation of incorporating it into the work. Due to the termination of the contract the City has agreed to purchase the pipe from the Contractor at the price at which it was purchased. The City agrees to be responsible for delivering the pipe from its current location to the City's facility, including coordinating and paying for the delivery of the pipe, as well as obtaining all necessary liability insurance. Prior to executing this Agreement, the City will confirm that the pipe is in acceptable condition. However, the City acknowledges that it bears the risk of any damage occurring to the pipe after the Contractor initially delivered the pipe to its current location per the City's request. B. Delay Costs - This Item compensates the contractor for labor, materials and equipment costs incurred while the City's engineering consultant and utility operators determined the extent of the utility conflict. During this period the Contractor had men and equipment on- site that were unable to perform contract work. 4 No additional mark ups or additional costs will be added to any item on this Change Order. MISCELLANEOUS Per this Final Change Order, the revised contract amount is $34,124.83. Of this amount, $18,355.43 remains due, owing, and unpaid and consists of the following: • $8,928.23 for Item A, above.(30" x 19" Elliptical RCP). The contractor agrees to provide evidence of the cost of the concrete piping. • $5,375.48 for Item B, above (Delay Costs). • $1,982.15 for amounts withheld by the City as retention. • $1,305.75 for amounts withheld by the City in connection with work performed by Tops N Barricade. The contractor agrees to provide an unconditional waiver and release confirming that Tops N Barricade has been paid in full for all labor, services, equipment or material furnished to Secondwind Engineering Construction, Inc. on the project known as the Ramon Road Drainage Improvements, located Palm Springs, California. • $763.82 for amounts withheld by the City in connection with work performed by Robertson's Ready Mix. The contractor agrees to provide an unconditional waiver and release confirming that Robertson's Ready Mix has been paid in full for all labor, services, equipment or material furnished to Secondwind Engineering Construction, Inc. on the project known as the Ramon Road Drainage Improvements, located Palm Springs, California. Per this change order, the City will make a net payment to the contractor in the amount of $18,355.43. From this amount, the City will issue a joint check in the amount of$10,998.54 made payable to the contractor and Rialto Concrete Products. The remaining balance of $7,356.89 will be made payable to Secondwind Engineering Construction, Inc. within a reasonable time following full execution of this Change Order not to exceed ten (10) business days after full execution. Payment shall be delivered to: Secondwind Engineering Construction, Inc., P.O. Box 241, Pioneer, California 95666. The City of Palm Springs, on the one hand, and Secondwind Engineering Construction, Inc., on the other hand, for their respective heirs, legal successors, assigns, agents, employees, representatives, officers, directors, partners, shareholders, parents, subsidiaries, affiliates and associates, do hereby agree that by operation of this Change Order that the parties mutually terminate the contract between the parties and as a result, the parties do hereby forever discharge, release, relinquish and waive as to the other(s), and their respective heirs, legal successors, assigns, agents, employees, representatives, officers, directors, partners, shareholders, parents, subsidiaries, affiliates, associates, insurers, guarantors, re-insurers, bonding and surety companies, any and all known claims, demands, actions, causes of action, rights of indemnity (legal and equitable), obligations, costs, expenses, attorneys' fees, expert witness and consultant fees, damages, interest, penalties, losses and liabilities of whatever nature, character or kind, whether known or unknown, suspected or unsuspected, matured or contingent, which relate to, or arise from the contract. This release also includes a release and discharge by the City of all claims, demands, actions, or causes of action against the contractor's performance bond and/or payment bond relating to the furnishing of labor, services or materials on the Ramon Drainage Improvement project. The City of Palm Springs, on the one hand, and Secondwind Engineering Construction, Inc., on the other hand acknowledge and agree that there is a risk that after execution of this agreement, they will incur or discover claims, losses, damages, or injuries, which are in some way caused by or related to the matters released by the parties, but which are unknown and unanticipated at the time this agreement is signed. The City of Palm Springs, on the one hand, and Secondwind Engineering Construction, Inc., on the other hand hereby assume the above-mentioned risks and understand that this agreement shall apply to all unknown or unanticipated claims, losses, damages, or injuries that are in some way caused by or related to the Action, as well as those known and anticipated, and upon advice of counsel, waive any and all rights under California Civil Code section 1542, which has been explained and reads as follows: A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS OR HER FAVOR AT THE TIME OF EXECUTING THE RELEASE, WHICH IF KNOWN BY HIM OR HER MUST HAVE MATERIALLY AFFECTED HIS OR HER SETTLEMENT WITH THE DEBTOR. SOURCE OF FUNDS Remaining funds will be credited to account# 135-4372-55005 Summary of Costs Contract Time Original Contract Amount:$67,812.10 Original Completion Date:March 1,2011 This Change Order:$-33,687.27 Days Added for this C.C.O.0 Previous Change Order(s): $0.00 Previous Days Added:0 Revised Contract Amount:$34,124.83 Revised Completion Date: N/A I have race v of hange CRY pro Order a e ab A E PRICES are a ptabl o th on etor. Submitted by vpate 4/ "/Zi Senior•Public Works Inspector By evil E. McClure Approved by 9L Date #/I f Seoondwind Construction City Engineer Date rl�ti — Attested C C itylerk Distribution: APPROVED BY DEPARMENT HEAD Original Executed Copies Conformed-File Copv Contractor(1) Engineering File(1) City Clerk(1) Senior Public Works Inspector(1) Finance(1) AGREEMENT THIS AGREEMENT made this day of , 20�, by and between the City of Palm Springs, a charter city, organized and existing in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and Secondwind Engineering Construction Inc., hereinafter designated as the Contractor. The City and the Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 -- THE WORK The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of the City's Contract Documents entitled: RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 The Work comprises the construction of new catch basin and 30"x19" elliptical RCP storm drain in Ramon Road at the Baristo Channel, and construction of a 12' W x 6' H slope protection barrier at the PS Line 8 outlet; and all appurtenant work. ARTICLE 2 -- COMMENCEMENT AND COMPLETION The Work to be performed under this Contract shall commence on the date specified in the Notice to Proceed by the City, and the Work shall be fully completed within the time specified in the Notice to Proceed. The City and the Contractor recognize that time is of the essence of this Agreement, and that the City will suffer financial loss if the Work is not completed within the time specified in Article 2, herein, plus any extensions thereof allowed in accordance with applicable provisions of the Standard Specifications, as modified herein. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, the City and the Contractor agree that as liquidated damages or delay (but not as a penalty), the Contractor shall pay the City the sum of $750 for each calendar day that expires after the time specified in Article 2, herein. In executing the Agreement, the Contractor acknowledges it has reviewed the provisions of the Standard Specifications, as modified herein, related to liquidated damages, and has made itself aware of the actual loss incurred by the City due to the inability to complete the Work within the time specified in the Notice to Proceed. RAMON RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 1 ARTICLE 3 -- CONTRACT PRICE $67,812.50 The City shall pay the Contractor for the completion of the Work, in accordance with the Contract Documents, in current funds the Contract Price(s) named in the Contractor's Bid and Bid Schedule(s). ARTICLE 4 -- THE CONTRACT DOCUMENTS The Contract Documents consist of the Notice Inviting Bids, Instructions to Bidders, the accepted Bid and Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, Bid Security or Bid Bond, this Agreement, Worker's Compensation Certificate, Performance Bond, Payment Bond, Standard Specifications, Special Provisions, the Drawings, Addenda numbers 01 to 02 , inclusive, and all Change Orders and Work Change Directives which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto. ARTICLE 5 -- PAYMENT PROCEDURES The Contractor shall submit Applications for Payment in accordance with the Standard Specifications as amended by the Special Provisions. Applications for Payment will be processed by the Engineer or the City as provided in the Contract Documents. ARTICLE 6 -- NOTICES Whenever any provision of the Contract Documents requires the giving of a written Notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the Notice. ARTICLE 7 -- MISCELLANEOUS Terms used in this Agreement which are defined in the Standard Specifications and the Special Provisions will have the meanings indicated in said Standard Specifications and the Special Provisions. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The City and the Contractor each binds itself, its partners, successors, assigns, and legal representatives, to the other party hereto, its partners, successors, assigns, and legal representatives, in respect of all covenants, agreements, and obligations contained in the Contract Documents. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 2 Auaust 10.2010 IN WITNESS WHEREOF, the City and the Contractor have caused this Agreement to be executed the day and year first above written. ATTEST: CITY OF PALM SPRINGS, APPROVED BY THE CITY COUNCIL: CALIFORNIA Date City Clerk Agreement No. APPROVED AS TO FORM: j APPROVED BY CR COUNCIL ByTIA r City' ttorney Date 4 /G CONTENTS APPROVED: B Y City Engineer Date f City Mana Date \\•�O•`O RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 3 August 10.2010 Corporations require two notarized signatures: One signature must be from Chairman of Board, President, or any Vice President. The second signature must be from the Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer. CONTRACTOR: Name: 5econdwind_Engineering Const. Inc.Check one:—individual_Partnership X Corporation Address: 16010 Cedar Hei hts Dr. N ne r CA 95666 W .3. Signature(notarized) I ature notarizedi Nartme c- -_ � _.!!//L� Name: U_5 p .. ILxJ.f��- Title: (This Agreement must be signed in the above This Agreement must be signed in the above space by one of the following: Chairman of the space by one of the following: Secretary, Chief Board, President or any Vice President) Financial Officer or any Assistant Treasurer) State of-CA I State of C7A I County of I !ss County of_IG'rrnAk�i I ss On 10 On before me,16 M. efore me, LC'_ personally appeared LC.1.. personally appeared who proved to me on the basis of satisfactory who proved to me on the basis of satisfactory evidence to be the persont.-A whose name) evidence to be the person whose name) is a subscribed to the within instrument and is subscribed to the wi hin instrument and acknowledged to me tha he heA*eq-rxecuted acknowledged to me that J4_geD y executed the same i is er/�cir authorized capacity(, the same in �i r authorized capacity(aes), and that by i teir signatures O on the and that by hrCir signatures') on the instrument the person(, or the entity upon behalf instrument the person(o, or the entity upon behalf of which the person( acted, executed the of which the person) acted, executed the instrument. instrument. I certify under PENALTY OF PERJURY under the I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing laws of the State of California that the foregoing paragraph is true and correct. paragraph is true and correct. WITNESS my hand and official seal. WITNESS my hand an official seal. Notary Signature* Notary Signature: Notary Seal: Notary Seal: g' KRISTIE M.FREITA KRISTIE M. FREI TAR o - COMM.#1747565 c COMM.#1747566 _ NOTARY PU9LIC-CAUFOANIA J NOTARYPUBUC-CALIFORNIA AMADOR COUNTY AMADOR COUNTY •� LMy Comm"Issian Epires May 27,2011 My Commksion EVires May 27,2011 RAMON RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09 10 August 10,2010 AGREEMENT AND BONDS-PAGE 4 City Project No: " Dates Published L'lI1C;'�ND,ARP rtaTIGN:,,Y. N ] Bid Date & Time: PROJECT: SUCCESSFUL: 11. �. r 13 Y777 Inf,MLjII�TE 131175: orb-resplbe��ve CON�'RACTOR SACKGROUNO WOK: airs 7purl eq !d � �.lV � (�►rrAa1 31! l. Affidavit of 1V00-Collusion 3i0tied &:1Votar'zed? infor0h tiprr required of Oddet pale �coinple�e�r 'Y C�. N � G type & AV nouns:of Insurance`Repulrod A *iPw t.^ Contractorscerise,No, �ype(s), Status. No of days to Pomplete work Working leridar irstimated $tart'Date: lstimatod 1Cfimpiq#ic�n gate: No. of days in which to oxecuto contract afier Notice of r Award Wuta City 4ttprk#ransmtie contr80to'for 4,*eauttQW Davis-Bacon Exhibi#s t5ae�fY xhtbit ta,b�'dormpld.Od by Conitraptar�) 7. Any Addenda? Y N , No-,AddendaIdned icy Ci�ntractor? Y N �' FONDS: PERFORMAIVOE Bt7ND 96 PAYMENT BOND cORREGTtC9N'RLPAiR BOND , 9b BID BSI s: ' 't ANK 100 SPECS'. Successful'Bidder: CASHIER'S CHECK? Y ❑, N 0 DEPOSITED IN T & A7 Y Five (6), extra sets of bid specifications for contract execution Unsuccessful Bidders: CASHIt R'S CHECKS? Y J N El DEPOSITED IN T &'A7 Y [] N O Attached: Y' ❑ N n Which Contras#or(s): E Provided Previously DO SPECS & AGREEMENT FORM REFERENCE Public Contracts.Government Code Sec. 22300 Y [❑ N , Labor Code 1777.6 Y 0 N El Labor Code 1776 Y D N Q California'Standard Specifications, ��EDITION Standard Specifications for public, Wor4 C6nstruction ' 'moN DATE: BY: r,cn-r. Department oaf Consumer Affairs � w..4 �,. Contractors State Li oard Contractor's License Detail - License # 735102 DISCLAIMER:A license status check provides information taken from the CSLB license database.Before relying on this information,you should be aware of the following limitations. %> CSLB complaint disclosure is restricted by law(B&.P 714..6)If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. ? Per B&P.70.71.,17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. ?? Due to workload,there may be relevant information that has not yet been entered onto the Board's license database, License Number 735102 Extract Date: 9/22/2010 SECONDWIND ENGINEERING CONSTRUCTION INC P0 BOX 241 Business Information PIONEER,CA 95666 Business Phone Number(209)295-6645 Entity: Corporation Issue Date 04/18/1997 Reissue Date 01/05/2010 Expire Date 01/31/2012 License status This license is current and active. All information below should be reviewed. . ............... ...... .. .. . Additional Status: CLASS DESCRIPTION Classifications: A GENERAL ENGINEERING CONTRACTOR B GENERA L.BUIL.DING,.CONTR...ACTO.....R CONTRACTOR'S BONG This license filed Contractor's Bond number 100108733 in the amount of$12,500 with the bonding company AMERI.CAN.CONTRACTORSINDEMNITY COMPANY. Effective Date: 01/05/2010 Contractor's Bonding.History Bonding: BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer(RMO) MC CLURE RECIL ERNEST certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 01/05/2010 1301's Bondinci History, This license is exempt from having workers compensation insurance;they certified that they have no employees at this time. https://www2.cslb.ca.aov/onlineservices/cheeklicen-Pfl/T,ic,e.net-,T)Ptnil acnv?T irN»m=7151 a/1?1)/1)n1n Effective Date: 07/31/2009 Workers'Compensation: Expire Date: None Workers'Compensation History DATE DESCRIPTION Miscellaneous Information: 01/05/2010 LICENSE REISSUED TO ANOTHER ENTITY Conditions.of Us...e... I Privacy.Policy Copyright C 2010 State of California https://www2.cslb,ca.gov/onlineservices/checklicenseIl/LicenseDetail.aspx?LicNDm=7351... 9/22/2010 110 111 city PtoJeCt t110: DATE Dates Published: r, DIV Il,►D A('P Not cE Y ❑N '❑ Bid Date & Time: 29�P -161 0 , PRWECT.. Al '�UOCESSFUL- 1. j 5. 3. S: 5. f' 1:0. f INWMPt.Il *r t1n-TspollSrVB VVHY: *CONTI ►OTOR BACKGROUND OFi �K: Required? ( N ❑ (Atrnc i r+Epup l Affidavit of"Nnn�-Collusion Signed & Nof`th ed? Y �! rM tl6h re aired of bidder age completed? Irtifo q p Y N Type & W000ttL4 Insurance Required: IArrA*f k ARE 16D1." contractors License No. Status " No. of days to complete,works Wprkirtg Caleniar Estimated 3terk Date: n Estimated Completion Date: No. of,idays in'which to.execute contract after.Notice of Award (date City'Clerk transmits controot8 fot exeoutl010: Davis- alcan Exhibits'(speaRv Exwd is:to be oo�np)etsd by Coinractor7) AnY Addenda?' Y ;N Ej No. Addenda ' --- Signed'oy Contractor'?" Y, N BON61 : PERFORMANCE soND % PAYMENT BOND _ % CORRECTION REPAIR BOND 9b 'BID BONDS: BANK BID SPECS. Successful Bidder: CASHIER's CHECK? Y ❑ N 0 DEPOSITED IN T & A? Y ❑ N ❑ Five (5) extra, Sets of bid Unsuccessful Bidders: specifications for contract,execution CASHIER'S CHECKS? Y ❑ N ❑ DEPOSITED IN T & A? 'Y ❑ N ❑ Attached: Y ❑ N Which Contractor(s): — - ❑ Provided Previously DO SPECS & AGREEMENT FORM REFERENCE: Public Contracts Government Code Sec. 22300 Y ,,[Y/ N ❑ Labor Code 17775 Y �L,1O N El Labor Code 1776; Y L1 N El California Standard;Specifications EDITION Standard Specifications for Public Works Construction' EDITION DATE: a" BY: 422 77. rl eases a $ asses s.� a � SSSS. B g o � a8. s88. 8 g sss8s � s asses 8.$ neO � w tg8 Z 88888 8 $ 88858, B F 8 8 8 8 g 8 8 $ S S S g S z $ 8 8 8 8 8 $ 8 $ $ S S S 8 S S 9 s S F� g N F F 8. 888a8 � o99ss ma ; a � w # assess asses s 8 zw$�= w z3i5{ � a Qa a E ffi �E O 1 A j _ is n no H U C 5 r 0 0 0 S 3 t O O STATE OF CALIFORNIA - DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF APPRENTICESHIP STANDARDS TO: California Department of Industrial Relations Division of Apprenticeship Standards P.O. Box 420603 San Francisco California 94142 FROM: AWARDING AGENCY EXTRACT OF City of Palm Springs PUBLIC WORKS CONTRACT AWARD 3200 East Tahquitz Canyon Way Palm Springs, CA 92203 A CONTRACT TO PERFORM PUBLIC WORKS UNDER LABOR CODE SECTION 1777.5 HAS BEEN AWARDED TO: 2. NAME OF GENERAL CONTRACTOR 3, CONTRACTOR'S LICENSE NO Secondwind Engineering Construction, Inc. 735102 4, MAIL ADDRESS(STREET NUMBER OR P.O. BOX) S. CITY P.O. Box 241 Pioneer 6. ZIP CODE 7. TELEPHONE NUMBER 95655 209-304-8620 8. ADDRESS OR LOCATION OF PUBLIC WORKS SITE(INCLUDE CITY AND/OR COUNTY) Ramon Rd at the Baristo Channel in the City of Palm Springs 9. CONTRACT OR PROJECT NUMBER 10. DOLLAR AMOUNT OF CONTRACT AWARD CID 09-10 $ 67,812.50 11. STARTING DATE(ESTIMATED OR ACTUAL) 12. COMPLETION DATE(ESTIMATED OR ACTUAL) MONTH DAY YEAR MONTH DAY YEAR 12 / 06 12010 ¢USE NUMBERS) 12 / 29 12010 / (USE NUMBERS) 13. TYPE OF CONSTRUCTION(HIGHWAY,SCHOOL, HOSPITAL,ETC.) 14. Construction of new catch basin &storm drain a NEW CONSTRUCTION F-1 ALTERATIONS 15. CLASSIFICATION OR TYPE OF WORKER(CARPENTER,PLUMBER,ETC.) THAT WILL BE EMPLOYED BY THE CONTRACTOR(S) Traffic control Paving Earthwork Pipe excavation Concrete 16. Is language included in the Contract Award to effectuate the provision of section a Yes No 1777.5,as required by the Labor Code? x................................................................ Is language included in the Contract Award to effectuate the provisions of Section Yes No 1776,as required by the Labor Code?.................................................................. 17. SIGNATURE 18. TITLE 19. DATE Manager 11/09/2010 EINTED OR TYPED 21. TELEPHONE NUMBERS ig L. Gladders Manager, Procurement&Contracting 760-322-8368 Duplication of this form Is permissible DAS 13(rev.5/01) BID BID TO: CITY OF PALM SPRINGS, CALIFORNIA -he undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the City in the form included in the Contract Documents (as defined in Article 4 of the Agreement)to perform the Work as specified or indicated in said Contract Documents entitled: RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 Bidder accepts all of the terms and conditions of the Contract Documents, including without imitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the isposition of the Bid Security. his Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise ,squired by law. Bidder will enter into an Agreement within the time and in the manner required n the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, 'erformance Bond, and all Permits required by the Contract Documents. 3idder has examined copies of all the Contract Documents, including the following Addenda receipt of which is hereby acknowledged): Number / Date 117,lze-u"Q Number Date �� � 0/0 Number Date Number _ Date "idder has familiarized itself with the nature and extent of the Contract Documents, the Work, :ire site, the locality where the Work is to be performed, the legal requirements (federal, state, :ind local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress, )r performance of the Work, and has made such independent investigations as Bidder deems iecessary. i conformance with the current statutory requirements of California Labor Code Section 1860, t seq., the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for worker's compensation, or to undertake self- insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. -�AMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANN "ITY PROJECT NO. 09-10 BID AGREEMENT August 10,2010 BID FORMS-PAGE 2 'To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non-collusion affidavit, Bidder's General Information, and Bid Bond contained in these Bid Forms, said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding ;3chedule(s). Dated: 2 %3_koz 0 3idder: C=' �.,��u/'t,� �'� L . �'a.�.s� C 1 (Signature) Title: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 BID AGREEMENT August 10,2010 BID FORMS-PAGE 3 BID SCHEDULE RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 Item Description Estimated Unit Unit Amount No. Quantity Price 1. Mobilization -- - LS $— -- 2. Traffic Control - - - LS $ Construct 12' W x 6' H Sloped Protection 3. Barrier 1 EA $ Q c� $ 9• —� 4. Construct Catch Basin (W=21', V=4.5') 1 EA $ t. 3 � $ 5. Construct 30"x19" Elliptical RCP 170 LF $ 14 i $ µf Install and Maintain Sheeting, Shoring 6" and Bracing or Equivalent Method 1 LS $ y TOTAL OF ALL ITEMS OF THE BID SCHEDULE: P ri� - ---- (Price in figures) 0 nf W"DJZE3 )WlAies Tr ty (Price in words) QUANTITIES OF WORK: The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item, by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. �On/D 1yivD % .ZA Name of Bidder or Firm RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 BID SCHEDULE August 10,2010 BID FORMS-PAGE 4 INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100, et seq., of the Public Contract Code, the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, or$10,000.00, whichever is greater, and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words "and/or" will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Special Note: The Prime Contractor shall perform not less than 50%of the Work identified in this Bid. In the event a Bidder lists subcontractors who will perform Work under this Bid in excess of 50% of the Work identified in this Bid, the Bid shall be considered non-responsive. Bidders shall list the total %of Work to be performed by the Prime Contractor here: -7 61�'6 (Shall not be less than 50%) Contractor's Percent License of Total Work to be Performed Number Contract Subcontractor's Name&Address 77S-766y 1 TT*O_s ey Y�1 -G36....,.14,cor t�J sir G 2.1 v GGy 77? lv ;Po r3� l � s 3. 4. 5. 6. 7. 8. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO-09-10 August 10,2010 LIST OF SUBCONTRACTORS BID FORMS-PAGE 5 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of 4odle ) being first duly sworn, deposes and says that he or she is S/'ar".1T- ___ _ of a14;7 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. Bidder By.. Title. f�s'r c�/�• / Organization �v��,,�,�� „�;� Z, , ,� �; •r�C, Address 0141 RAMON RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL CITY PROJECT NO.09-10 NON-COLLUSION AFFIDAVIT August 10,2010 BID FORMS-PAGE 6 F AT] II u l O III I I IIIi I Ii .II - EXA B AMERICAN COI �iC�'OR�`INDEMNITY COMPA "� '' ' S OhIDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY TIIESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company of the State of California, a California corporation, United States Surety om' 'any, a Maryland corporation and U.S. Specialty Insurance Company, A Texas corporation rp Y Cr p (collectively,the"Companies"),do]by these presents make,constituted and appoint: Eric J.Fedors,Sheryl Smith,Elizabeth A.Juarez,Matthew J.Beernaert, Nhung H.Nguyen, Katy Travis,Vicky Troyan,or Darcn Eiseman of Sacramento,California its true and lawful Attomey(s)-in-fact, each in their separate capacity if more than one is named above,with full power and authority hereby conferred in its name, place and stead,to execute,acknowledge and deliver any and all bonds,recognizances,undertakings or other instruments or contracts of surteyship to include riders, amendments,l9 d consents of surety, providing the bond penalty does not exceed *****Three Million***** ! This Power of Attorney shall expire without further action on December S,i t6l2 Ihi erllars)4]N,ci s ow of Attorney is granttn€Ier oriel by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President, any Assistant Vice-President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as.Attorney(s)-in-Fact to represent and following provisions: a6t for arxi on blYlial of the Companysub t taey In-Fact may be given 1i p(1wer to deauthbrity for and in the name of and on"behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Pact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. ,�ittey � Lt hereafter affixed to.any power off" > t ,i Be ir.Resolved that.the signature �;any authorized officer and seal of thy, y'iP - attorne or an certificate relatin thereto b facsimile, and an ower or 'certificate bearin facsimile sr nature orY Y $ Y YP g g facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 15`"day of June,2009. AMERICAN UNITED C l IDS A Y Cb NITY COMPANY TEXAS BONDING COMPANY P NY U.S.SPECIALTY INSURANCE COMPANY Corporate Seals s�taCTopf%o S aiNo�• *kl �INCORPORATED SEAL / By:SEP126,1PR0 (,' 1/ rF� �\` o� y Daniel P.Aguilar,Vice President ....... .............. State County Angeles SS: l p Y glifornia On this 15t' day of June, 2009, before me, V. Wright, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person(s),or the entity upon behalf jpf yvhic�l thy'person(s)acted,executed the instrument. efy under PENALTY OF PER 'hc �der the laws of the State of California that the foregoing paragraph is true and correct. �V:wllisttr Cunooslnn M IA261410 Signature (Seal) ""�""� rice tart P mo OWic-Gar"ia�,� Los Angelt%GOVY I. r.m,szrr IraO�c 0.2b12 - - I,Jeannie J. Kim,Assistant Secretary of American Contractors Indemnitykl Pn?' 4 i0Ix 110 nciiittlg Company,United States Surety Company and U.S. Specialty Insurance Company,do hereby certify that the abo eP'a foregoing is a true and correct capy'bf a Power of Attorney,executed by said Companies,which is still in full force and effect;furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witne&iAVhdeQf,I have hereunto set m hand and affixed the seals of said Companies at Los Angeles,California this LOTH day -of SEPTEMER , .2010. 1 'i I III rp �NpIMgC� = /CO orate Seals INCORPORATED _ " /`` } T `` SEn26,19E0 U9 SEAL l c Bond No. Cn N A s �'' \ `,� � ° Jeannie J.Kim,Assistant Secretary Agency No. 9010 `fir&oK V lu BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street AddWs: f 4 '9,P /V, 2. CONTRACTOR'S Telephone Number: (Ze<; -,-Ye Facsimile Number: 3. CONTRACTOR'S License: Primary Classification State License Number(s) 735-10a2 Supplemental License Classifications -25� 4. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety,�;1� i!. ,J Address Surety Company c.� Telephone Numbers: Agent ( ) Surety 5. Type of Firm (Individual, Partnership or Corporation): _ �' ,262,044;7,2 / 6. Corporation organized under the laws of the State of: 7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: /f� 77-( C Cf:��"�-f ��`[��c•C✓lam G`C��" RAMON RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL CITY PROJECT NO.09-10 BIDDER'S GENERAL INFORMATION August 10,2010 BID FORMS-PAGE 9 BIDDER'S GENERAL INFORMATION (Continued) 8- Number of years experience as a contractor in this specific type of construction work: 1 .5 9. List at least three related projects completed to date: a. Owner Address le z Ave /,Viww Contact Class of Work Phone � 5? '�� ` �'`� Contract Amount O-)o Project,"'11 +' / .%,r� r�._l_ Date Completed Contact Person Telephone number �7'it, b. Owner. Address Contact dl4je-i<' <�� �� Class of Work 44 Phone -(�'5 Contract Amount Project Ss ��y� r Date Completed Contact Person ° l_ ►h,4&lephone number C. Owner C' a )v,,X Address .13c 6419 Contact t161X Q5 Class of Work Phone 7. y'77 Contract Amount Project Date Completed T / Contact Person ik� t ;(&tZVfelephone number 13Vy 10. List the name and title of the person who will supervise full-time the proposed work for your firm: -7--otn .o _S c' u Tc vi ipC-vL) 11. Is full-time supervisor an employee contract services ? 12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 BIDDER'S GENERAL INFORMATION August 10,2010 BID FORMS-PAGE 10 i • • BID BOND KNOW ALL, MEN BY THESE PRESENTS, • That SECONDWM ENGINEERING CONSTRUCTION - INC. as Principal, and • AMERICAN CONTRACTORS 1NDEMNITY COMPANY as Surety, are held and firmly bound unto the City of Palm Springs, hereinafter called the "City" in the sum of: EIGHT THOUSAND FIVE HUNDRED AND NO 100 $ 500.00 dollars (not less than 10 percent of the total amount of the bid) for the payment of which sum, well 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 said City to perform the Work required under the Bid Schedule(s)of the City's Contract Documents entitled: RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL • CITY PROJECT NO. 09-10 NOW THEREFORE, if said Principal is awarded a Contract by said City, and within the time and in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders" enters into a . written Agreement on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of Insurance, and furnishes the required Performance Bond and Payment Bond, 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 said City, and City prevails, said Surety shall pay all costs incurred by said City in such suit, including a reasonable attorneys fee to be fixed by the court. • SIGNED AND SEALED, this LOTH day of SEPTEMBER , 2010. . PRINCIPAL: Check one: individual,_partnership, __ corporati n (Corporations require two signatures: one from each of the following groups: A_ Chairman of Board, . President, or a Presiden - aND B. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Fi cial O er • By �'' . SURETY: AMMCAN CONTRACTORS INDEMNITY COMPANY signature (NOTARIZED) Print Name and Title: By $y i &MA G . signature signature t1VOTARIZED) (NOTARIZED) Print Name and Title: Print Name and Title: q' l -T• I y r-.L' a MATTHEW J. BEERNAFRT ATTORNEY—IN—FACT 1 Sec r-C'-tar _... _.�... ---- RAMON RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL CITY PROJECT NO.09-10 BID BOND(BIDSECURITY FORM) August 10.2010 BIO FORMS-PAGE 8 1 CALIFORNIA ALL-PURPOSE CERTIFICATE OF AKNOWLEDGMENT State of: California County of: RM�RAc/r' On5e2A 11, Z v( 0 , before me, 'S��Mrl (name and do of the olim) personally appeared V—leC i ( E M c C C'f-9— i SUS S- M"G urn who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal 6 eon. art�85a� x Coaw�gr Gatslh. Signature of Notary Public (Notary seal) —OPTIONAL INFORMATION Information below is NOT required by law however may deter fraudulent removal of this form. Description of Attached Document Capacity Claimed by Signer(s) Number of Pages ❑ Individual(s) Document Date: v Corporate Officer ❑ Partner Title or type of document ❑ Attorney-in-Fact o Trustee(s) ❑ Other Additional information - —.. . CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT ' State of California County of Sacramento On smTEKBER D, 201obefore me, VICKY TROYAN,NOTARY PUBLIC (Mere insert name and title of the officer) personally appeared MATTHEW J.BEERNAERT 6 who proved to me on the basis of satisfactory evidence to be the personH whose name(.&) is/are subscribed to the within instrument and acknowledged to me that heA4ieA tey executed the same in his/Uo/th4oir authorized capacity(Us), and that by his/hex4heix signature(&)on the instrument the person(-4), or the entity upon behalf of which the person(-&) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. r R VICKY TROYAN � .`' COMM.#1883517 WITNESS my hand and official seal. Aip'_. "0T.A l'PUaIIC -CALI,ORNIA COMM-ACRAIVIENTO COUNTY 0 6 C EXPIRES MARCH 20 2014 -4 i Signature of N ry Pu is (Notary Seal) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in California must contain verbiage exactly as DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of California. /n such instances,any alternative (Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal far a notary in California (i.e. certifying the authorized capacity of the signer). Please check the (Title or description of attached document continued) document carefully far proper notarial wording and attach this form if required. Number of Pages Document Date • State and County information must be the State and County where the document signer(s)personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s)personally appeared which must also be the same date the acknowledgment is completed. (Additional information) • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title(notary public). I • Print the name(s) of document signer(s) who personally appear at the time of I notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. ❑ Individual(s) he/sheAW5—is/are)or circling the correct forms.Failure to correctly indicate this information may lead to rejection of document recording. ❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines.If seal impression smudges,re-seal if a s (Title) sufficient area permits,otherwise complete a different acknowledgment form. ❑ Partner(s) • Signature of the notary public must match the signature on file with the office of FR Attorney-in-Fact the county clerk. Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not misused or attached to a different document. ❑ Other indicate title or type of attached document,number of pages and date. Indicate the capacity claimed by the signer. if the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPA v12.10.07 800-873-9865 www.NotaryClasses.com r r n ' ��1�.,i` , r ''' d :: �A �F� ,.tir�rF • f � }6E e��p ab ,P{ fr! ¢ �� 1 vk E iae1 41 r `g4 �R �iN e , TO,,Q" �a ��ce a±w,r a 1 nirry v y.�.a k a •.i�- uylw��ti,�. 4 '•M yr ,{� „ :; q r �I �. o� a a �da t ��•" r. "�: r � r' r - r. r r , r � r r , r,+ J u � 1 w f f � I r" d r�� G i � r r•r n C {i 1 fji`rMFaS`i^P AC r) 1 1Y, 1 ,c4 e , a W,,al ,iry ;W r � n"r •ir T rl ,} I �' � �QA�M SpP City of Palm. Springs Department of Public Works and Engineering * 0 3200 E.Tahquirz Canyon Way • Palm Springs,California 92262 4oa••Eo P Tel:(760.)323-8253 • Fax:(760)322-8360 • Web:www.palmspringsca.gov ADDENDUM NO. 1 To all prospective bidders under Special Provisions for the construction of the Ramon Road Drainage Improvements at Baristo Channel, City Project No.09-10, which are to be received by the City of Palm Springs at the office of the Procurement and Contracting Manager at 3200 E. Tahquitz Canyon Way, Palm Springs, CA 92262, until 3:00 P.M. on Tuesday, September 14, 2010: I. The following change shall be made to Special Provisions, Part II, Section 10-13.2, "Measurement and Payment": Add the following sentence to the end of said section 10-13.2: The barrier shall be installed where the existing concrete box culvert enters the Baristo Channel on the west side of Sunrise Way at the Channel crossing about 750 ft south of Ramon Road. 11. The Special Provisions as originally issued shall be used in submitting bids, and an acknowledgment of receipt of this Addendum No. 1 shall be entered on Page 2 of the Bid forms. Failure to provide such acknowledgment shall render the bid as non- responsive and subject to rejection. Date: 5e temeber 7 2010 B p � y David J. Barakian, PE Director of Public Works/City Engineer Civil Engineer C 28931 Post Office Box 2743 • Palm Springs, California 92263-2743 ,.. o�p A LM SAS City of Palm Springs W Department of Public Works and Engineering 3200 E.Tahquitx Canyon Way • Palm Springs,California 92262 V R�oa",eo \P rFOR Tel;(760.). 323-8253 • Fax:(760)322-8360 • Web:www.palmspringsca.gov N ADDENDUM NO. 2 To all prospective bidders under Special Provisions for the construction of the Ramon Road Drainage Improvements at Baristo Channel, City Project No.09-10, which are to be received by the City of Palm Springs at the office of the Procurement and Contracting Manager at 3200 E. Tahquitz Canyon Way, Palm Springs, CA 92262, until 3:00 P.M. on Tuesday, September 14, 2010: I. Modify the 4th line of section 1 of Addendum No. 1 to refer to east side of Sunrise Way in lieu of west side. II. The Special Provisions as originally issued shall be used in submitting bids, and an acknowledgment of receipt of this Addendum No. 2 shall be entered on Page 2 of the Bid forms. Failure to provide such acknowledgment shall render the bid as non- responsive and subject to.rejection. Date: September 8, 2010 By David J. Barakian, PE Director of Public Works/City Engineer Civil Engineer C 28931 Post Office Sox 2743 " Palm Springs, California 92263-2743 CITY PROJECT NO. 09-10 The Special Provisions contained herein have been prepared by, or under the direct supervision of, the following Registered Civil Engineer: QFQSL FE55lp�,9 v�VV Marcus L. Fuller w m Assistant Director of Public Works/ RIo.t57271 Assistant City Engineer CMS Civil Engineer C 57271 o -9p OF CAS\F � Approved by: David J. Barakian, P.E. Director of Public Works/City Engineer Civil Engineer C 28931 RAMON RD DRAINAGE IMPROVEMENTS—6ARISTO CHANNEL CITY PROJECT NO.09-10 August 10,2010 SIGNATURE PAGE NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND I SPECIAL PROVISIONS TABLE OF CONTENTS I ' PART I -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS Notice Inviting Bids Instructions to Bidders Bid Forms I Bid (Proposal) Bid Schedule List of Subcontractors Non-collusion Affidavit I Bidder's General Information Bid Bond (Bid.Security Form) I Agreement and Bonds i Agreement Form Worker's Compensation Certificate Performance Bond Payment Bond Certificate of Insurance PART II -- SPECIAL PROVISIONS Section 1 - Terms, Definitions, Abbreviations, and Symbols Section 2 - Scope and Control of Work Section 3 - Changes in Work Section 4 - Control of Materials Section 5 - Utilities Section 6 - Prosecution, Progress, and Acceptance of the Work Section 7 - Responsibilities of the Contractor Section 8 - Facilities for Agency Personnel Section 9 - Measurement and Payment Section 10 - Construction Details PART III --APPENDICES Construction Plan Sheets Standard Drawings NPDES Notice of Intent NPDES Notice of Termination Storm Water Pollution Prevention Plan (SWPPP) (to be inserted from Contractor) RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO. 09-10 SPECIAL PROVISIONS i August 10,2010 GENERAL CONTENTS-PAGE 1 CITY OF PALM SPRINGS PUBLIC WORKS & ENGINEERING DEPARTMENT PART I - BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 Notice Inviting Bids Instructions to Bidders Bid Forms Bid (Proposal) Bid Schedule List of Subcontractors Non-Collusion Affidavit Bidder's General Information Bid Bond (Bid Security Form) Agreement and Bonds Agreement Form Worker's Compensation Certificate Performance Bond Payment Bond Certificate of Insurance RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL CITY PROJECT NO.09-10 PART 1 CO August 10,2010 PAGE 1 CITY OF PALM SPRINGS NOTICE INVITING BIDS RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 N-1 NOTICE IS HEREBY GIVEN that sealed bids for the Ramon Road Drainage Improvements at Baristo Channel, City Project 09-10, will be received by the Procurement and Contracting Division of the City of Palm Springs, California, until 3.00 P.M. on September 14, 2010, at which time they will be opened and read aloud. The Engineer's Estimate is 85 000. N-2 DESCRIPTION OF THE WORK: The Work comprises construction of new catch basin and 30"x19" elliptical RCP storm drain in Ramon Road at the Baristo Channel, and construction of a 12' W x 6' H slope protection barrier at the PS Line 8 outlet; and all appurtenant work. N-3 AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance. N-4 BID SECURITY: each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of Palm Springs. N-5 BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 60 calendar days from the date of bid opening. N-6 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class "A" OR "C34" Contractor license at the time of submitting bids. N-7 PREVAILING WAGE RATES NOT APPLICABLE: Funding for the Work is with all local funds and, as provided under City Charter, will NOT require compliance with the prevailing wage requirements of the State of California. N-8 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-9 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) Contract Documents may be inspected without charge at the office of the City Engineer, 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 NOTICE INVITING BIDS August 10,2010 PAGE 1 (b) Complete sets of said Contract Documents may be purchased at $30.00 per set by cash, check or credit card and are obtainable from the City of Palm Springs Engineering Department, 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262. No refund will be made of any charges for sets of Contract Documents. Make checks payable to "City of Palm Springs". (c) An additional mailing fee of $20.00 will be charged for sets of documents sent by mail. Overnight, Federal Express, or other methods of delivery shall be the responsibility of the Bidder. If you have a Fed Ex No. or an On-Trac No, include that in your correspondence. If you do not have either of these, please include the mailing fee in your check for Bid Documents to cover the cost of shipping. If you have any questions, please call the Engineering Secretary at (760) 323-8253 ext. 8738 or by e-mail at kim.licon@palmspringsca.gov. (d) Obtaining Bid Documents and registration as a Bidder: If you are interested in submitting a bid, Bidders shall contact Kim Licon, Engineering Secretary, by e-mail at kim.licon@palmspringsca.gov, or by phone at (760) 323-8253 x 8738, to officially register as a Bidder for this project with your company name, address, phone, fax, contact person and e-mail address. Bidders must be registered to submit a Bid; failure to register shall be cause to find a Bid non-responsive. (e) Bidders shall obtain Bid Documents from the City of Palm Springs. The Bid Forms found in the original Bid Documents shall be removed from the bound Bid Document and used to submit a bid. i (f) This Notice Inviting Bids, the Plan Holders List, and other related information for this project can be found on-line at the City's webpage at www.palmspringsca.gov/index.aspx?page=85. (g) All questions about the meaning or intent of the Bid Documents are to be directed to the City Engineer. Questions shall be submitted in writing to: Marcus Fuller, Assistant City Engineer, by fax to (760) 322-8325, or by e-mail to Marcus.Fuller@palmspringsca.gov. Questions must be submitted by 2:00 PM, September 7, 2010. Questions received after this date will not be accepted. N-10 LOCAL BUSINESS PROMOTION — In accordance with the provisions of Palm Springs Ordinance No. 1756, and Section 7,09.030 of the Palm Springs Municipal Code, "Local Business Preference Program", subsection (5) "Local Preference in Public Works Contracts I (Sub-Contracting)", the prime contractor shall use good faith efforts to sub-contract the supply of materials and equipment to local business enterprises and to sub-contract services to businesses whose work force resides within the Coachella Valley. I N-11 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed h and addressed to the City of Palm Springs, and shall be delivered or mailed to the Procurement and Contracting Division at 3200 East Tahquitz Canyon Way, Palm Springs, CA 92262. The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For.." followed by the title of the Project I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 NOTICE INVITING BIDS I August 10,2010 PAGE 2 and the date and hour of opening Bids. The certified or cashiers check or Bid Bond shall be enclosed in the same envelope with the Bid. BY Date �''/i /o David J. Barakian, PE Director of Public Works/ City Engineer City of Palm Springs RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 NOTICE INVITING BIDS August 10,2010 PAGE 3 i CITY OF PALM SPRINGS INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS - Terms used in these Instructions to Bidders and the Notice Inviting Bids and not defined herein shall have the meanings assigned to them in the General and Special Provisions. The term "Bidder" shall mean one who submits a Bid directly to the City, as distinct from a sub-bidder, who submits a Bid to a Bidder. The term "Engineer" shall be as defined in the Special Provisions. 2. COMPETENCY OF BIDDERS - In selecting the lowest responsive, responsible Bidder, consideration will be given not only to the financial standing of the Bidder, but also to the general competency of the Bidder for the performance of the Work covered by the Bid. To this end, each Bid shall be supported by a statement of the Bidder's experience as of recent date on the form entitled "Bidder's General Information," bound herein. Except as otherwise provided under Public Contract Code §20103.5, no Bid for the Work will be accepted from a contractor who does not hold a valid contractor's license in the State of California for the classifications named in the Notice Inviting Bids at the time of award. 3. DISQUALIFICATION OF BIDDERS - More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If the City believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If the City believes that collusion exists among the Bidders, all Bids will be rejected. 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE-- a) It is the responsibility of each Bidder before submitting a Bid to examine the Contract Documents thoroughly; visit the site to become familiar with local conditions that may affect cost, progress, or performance of the Work; consider federal, state, and local laws and regulations that may affect cost, progress, or performance of the Work; study and carefully correlate the Bidder's observations with the Contract Documents; and notify the Engineer of all conflicts, errors, or discrepancies noted in the Contract Documents. (b) Reference is made to the Special Provisions for identification of those reports of explorations and tests of subsurface conditions at the site which may have been utilized by the Engineer in the preparation of the Contract Documents. However, such reports are NOT a part of the Contract Documents. The interpretation of such technical data, including any interpolation or extrapolation thereof, together with non-technical data, interpretations, and opinions contained therein or the completeness thereof is the responsibility of the Bidder. (c) Copies of such reports and drawings will be made available for inspection by the City to any Bidder upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Special Provisions. (d) Subject to the provisions of Section 4215 of the California Government Code, information and data reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based upon information and data furnished to the RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 INSTRUCTIONS TO August 10,2010 BIDDERS-PAGE 1 City and the Engineer by the owners of such underground utilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions. (e) Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground utilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in the Standard Specifications and Special Provisions. (f) Before submitting a Bid, each Bidder must, at Bidder's own expense, make or obtain any additional examinations and investigations which pertain to the physical conditions (surface, subsurface, and underground utilities) at or contiguous to the site or otherwise which may affect cost, progress, or performance of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time, price, and other terms and conditions of the Contract Documents. (g) Where feasible, upon request in advance, the City will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder shall fill all exploration and test holes made. by the Bidder and shall repair damage, clean up, and restore the site to its former condition upon completion of such exploration. (h) The lands upon which the Work is to be performed, the rights-of-way and easements for access thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easement for permanent structures or permanent changes in existing structures will be obtained and paid for by the City unless otherwise provided in the Contract Documents. (i) The submittal of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Article; that without exception the Bid is premised upon performing the Work required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents; and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all the terms and conditions for performance of the Work. I 5. INTERPRETATIONS - All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be resolved by the issuance of Addenda mailed or delivered to all parties recorded by the Engineer or the City as having received the Contract Documents. Questions received less than 5 days prior to the date of opening Bids may not be answered. Only questions that have been resolved by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal or contractual effect. 6. BID SECURITY, BONDS, AND INSURANCE - Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the City and shall be given as RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO,09-10 INSTRUCTIONS TO August 10,2010 BIDDERS-PAGE 2 ► ► a guarantee that the Bidder, if awarded the Work, will enter into an Agreement with the ► City and will furnish the necessary insurance certificates, Payment Bond, and ► Performance Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the Standard Specifications or Special Provisions. In case of refusal or failure of the successful Bidder to enter into said Agreement, the check or Bid Bond, as I the case may be, shall be forfeited to the City. If the Bidder elects to furnish a Bid Bond I as its security, the Bidder shall use the Bid Bond form bound herein, or one conforming ► substantially to it in form. ► 7. RETURN OF BID SECURITY - Within 14 days after award of the Contract, the ► City will return all bid securities accompanying such of the Bids that are not considered in ► making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they i accompany. 8. BID FORM - The Bid shall be made on the Bid Schedule sheets bound herein. Unless otherwise provided in the Notice Inviting Bids, in the event there is more than one Bid Schedule, the Bidder may Bid on any individual schedule or on any combination of ► schedules. All bid items shall be properly filled out. Where so indicated in the Bid. ► Documents, Bid price shall be shown in words and figures, and in the event of any conflict ► between the words and figures, the words shall govern. The envelope enclosing the sealed bids shall be plainly marked in the upper left-hand corner with the name and address of the Bidder and shall bear the words "BID FOR," followed by the title of the Contract Documents for the Work, the name of the "CITY OF PALM SPRINGS," the address where the bids are to be delivered or mailed to, and the date and hour of opening of bids. The Bid Security shall be enclosed in the same envelope with the Bid. 9. SUBMITTAL OF BIDS - The Bids shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid 1 is received in proper time. Bids will not be accepted after the appointed time for opening of bids, no matter what the reason. 10. DISCREPANCIES IN BIDS - In the event that there is more than one Bid Item in the Bid Schedule, the Bidder shall furnish a price for all Bid Items in the schedule, and failure to do so will render the Bid as non-responsive and may cause its rejection. In the ` event that there are unit price Bid Items in a Bid Schedule and the "amount" indicated for a unit price Bid Item does not equal the product of the unit price and quantity listed, the I unit price shall govern and the amount will be corrected accordingly, and the Contractor ' shall be bound by such correction, subject to the provisions of Section 5100 et seq. of the California Public Contract Code. In the event that there is more than one Bid Item in a ► Bid Schedule and the total indicated for the schedule does not agree with the sum of prices Bid on the individual items, the prices bid on the individual items shall govern and the total for the schedule will be corrected accordingly, and the Contractor shall be bound by said correction, subject to the provisions of Section 5100 et seq. of the California Public Contract Code. 11. QUANTITIES OF WORK— (a) The quantities of work or material stated in unit price items of the Bid are ` supplied only to give an indication of the general scope of the Work; the City does not RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 INSTRUCTIONS TO August 10,2010 BIDDERS-PAGE 3 I expressly or by implication agree that the actual amount of work or material will correspond therewith. (b) 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 prices established for such work under the Contract Documents; provided, that on unit price contracts, increases of more than 25 percent, decreases of more than 25 percent, and eliminated items shall be adjusted as provided in Section 3 of the Standard Specifications and Special Provisions. 12. WITHDRAWAL OF BID - The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or it's properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids. 13. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS - Unauthorized conditions, limitations, or provisos attached to the Bid will render it informal and may cause its rejection as being non-responsive. The completed Bid forms shall be without interlineation, alterations, or erasures. Alternative Bids will not be considered unless. expressly called for in the Notice Inviting Bids. Oral, FAX, telegraphic, or telephone Bids or modifications will not be considered. 14. LIQUIDATED DAMAGES - Provisions for liquidated damages, if any, shall be as set forth in the Agreement and the provisions of the Special Provisions. 15. SUBSTITUTE OR "OR-EQUAL" ITEMS - The procedure for submittal of any application for a substitute or "or-equal" item by the Contractor and consideration by the Engineer is set forth in Section 4 of the Standard Specifications and Special Provisions. 16. AWARD OF CONTRACT - Award of Contract, if it is awarded, will be based primarily on the lowest overall cost to the City, and will be made to a responsive, responsible Bidder whose Bid complies with all the requirements prescribed. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open, unless extended by mutual agreement of the bidders. Unless otherwise indicated, a single award will not be made for less than all the Bid Items of an individual Bid Schedule. In the event the Work is contained in more than one Bid Schedule, the City may award schedules individually or in combination. In the case of 2 or more Bid Schedules which are alternative to each other, only one of such alternative schedules will be awarded. 17. EXECUTION OF AGREEMENT - The Bidder to whom award is made shall execute a written Agreement with the City on the form of agreement provided, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 7 calendar days after receipt of the Agreement forms from the City. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the award and forfeiture of the Bid Security. If the lowest responsive, responsible bidder refuses or fails to execute the Agreement, the City may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the City may RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 INSTRUCTIONS TO August 10,2010 BIDDERS-PAGE 4 i award the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such I bidder's Bid Securities shall be likewise forfeited to the City. I 18. WORKER'S COMPENSATION REQUIREMENT - The Bidder should be aware that in accordance with laws of the State of California, the Bidder will, if awarded the Contract, be required to secure the payment of compensation to its employees and execute the Worker's Compensation Certification. ` 19. LOCAL BUSINESS PROMOTION -- The contract for this project is subject to the I provisions of Palm Springs Ordinance No. 1756, and Section 7.09.030 of the Palm Springs Municipal Code, "Local Business Preference Program", subsection (5) "Local Preference in Public Works Contracts (Sub-Contracting)", which states: The prime contractor shall use good faith efforts to sub-contract the supply of materials and equipment to local business enterprises and to sub-contract services to businesses whose work force resides within the Coachella Valley. The prime contractor shall submit evidence of such good faith efforts at the time of submission of bids. Good faith efforts ' may be evaluated by placing advertisements inviting proposes in local newspapers,, sending request for proposals to local sub-contractors, or by demonstrating that no local sub-contracts are qualified to perform the work or supply the materials or equipment. Any notice inviting bids which may require the use of sub-contractors shall include notification of this subsection. The City Council or Director may reject as non-responsive the bid of any contractor proposing to use sub-contractors that fail to comply with the requirements of this subsection. I - END OF INSTRUCTIONS TO BIDDERS - I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO. 09-10 INSTRUCTIONS August 10,2010 BIDDERS PAGED BID DOCUMENTS Only the following listed documents, identified in the lower right corner as "Bid ' Forms" and reproduced on colored paper, shall be fully executed and submitted with the Bid at the time of opening of Bids. Bid (Proposal) Bid Schedule(s) List of Subcontractors ' Non-collusion Affidavit I Bid Bond (Bid Security Form) Bidder's General Information Failure of a Bidder to fully execute and submit all of the listed documents with the Bid will render a Bid as non-responsive and subject to rejection. I a I I I I I I I I I I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 August 10,2010 COVER SHEET BID FORMS-PAGE 1 1 BID I 1 BID TO: CITY OF PALM SPRINGS, CALIFORNIA I I The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement I with the City in the form included in the Contract Documents (as defined in Article 4 of the 1 Agreement) to perform the Work as specified or indicated in said Contract Documents entitled: RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL I CITY PROJECT NO. 09-10 I Bidder accepts all of the terms and conditions of the Contract Documents, including without I limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the I disposition of the Bid Security. 1 I This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required I in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents. I I Bidder has examined copies of all the Contract Documents, including the following Addenda receipt of which is hereby acknowledged): I Number Date I Number Date I I Number Date 1 Number Date I 1 Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, I 'ie site, the locality where the Work is to be performed, the legal requirements (federal, state, 1 nd local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress, r performance of the Work, and has made such independent investigations as Bidder deems 1 acessary. ( 1 °i conformance with the current statutory requirements of California Labor Code Section 1860, "t seq., the undersigned confirms the following as its certification: I I I am aware of the provisions of Section 3700 of the Labor Code, which require every I employer to be insured against liability for worker's compensation, or to undertake self- insurance in accordance with the provisions, before commencing the performance of the 1 Work of this Contract. I 1 I WON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL TY PROJECT NO.09-10 BID AGREEMENT Agust 10,2010 BID FORMS-PAGE 2 I To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non-collusion I Affidavit, Bidder's General Information, and Bid Bond contained in these Bid Forms, said Bidder 1 further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract I Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding ► Schedule(s). I I Dated: 1 1 1 Bidder: I 1 1 1 By. (Signature) 1 I Title: I I I 1 1 I I 1 I I I I 1 I 1 I I I I i 1 :AMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL. ;ITY PROJECT NO.09-10 BID AGREEMENT 1 ugust 10,2010 BID FORMS-PAGE 3 I I I BID SCHEDULE RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 I Item Description Estimated Unit Unit Amount No. Quantity Price 1. Mobilization - - - LS $ 2. Traffic Control - - - LS $ I 3 Construct 12' W x 6' H Sloped Protection 1 EA Barrier $ $ I 4. Construct Catch Basin (W=21', V=4.5') 1 EA $ $ 5. Construct 30"x19" Elliptical RCP 170 LF $ $ 6 Install and Maintain Sheeting, Shoring 1 LS 1 and Bracing or Equivalent Method $ I TOTAL OF ALL ITEMS OF THE BID SCHEDULE: 1 i I $ I ± (Price in figures) I 1 (Price in words) I I I QUANTITIES OF WORK: The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City does not expressly nor by I implication agree that the actual amounts of work or material will correspond therewith, and reserves I he right after award to increase or decrease the quantity of any unit price bid item, by an amount up :o 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to I delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. i 1 I I Name of Bidder or Firm 1 I I I I I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 BID SCHEDULE I August 10,2010 BID FORMS-PAGE 4 ( I INFORMATION REQUIRED OF BIDDER 1 1 LIST OF SUBCONTRACTORS 1 ,s required under Section 4100, et seq., of the Public Contract Code, the Bidder shall list below the name and )usiness address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of ie Contractor's Total Bid Price, or$10,000.00, whichever is greater, and shall also list the portion of the Work which vill be done by such subcontractor. After the opening of Bids, no changes or substitutions will be allowed except as 1 otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the 1 vords "and/or" will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive end may cause its rejection. 1 I ipecial Note: The Prime Contractor shall perform not less than 50%of the Work identified in this Bid. In the event a 3idder lists subcontractors who will perform Work under this Bid in excess of 50% of the Work identified in this Bid, the Bid shall be considered non-responsive. I Bidders shall list the total %of Work to be performed by the Prime Contractor here: 1 (,Shall not be less than 50%) 1 Contractor's Percent License of Total Work to be Performed Number Contract Subcontractor's Name&Address I 1 1. I I 2• 1 I 3, I V 4. I I 5. I 1 6. I 1 I I 8. I I AMON RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL ITY PROJECT NO.09-10 _._.- I August 10,2010 LIST OF SUBCONTRACTORS ( BID FORMS-PAGE 5 ► I ► NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER I AND SUBMITTED WITH BID I 1 1 State of California ) ► ) ss. County of ) I 1 I, , being first duly sworn, deposes and says that I he or she is of the party making the foregoing Bid, that the Bid 1 is not made in the interest of, or on behalf of, any undisclosed person, partnership, I 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 1 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 I 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 I any member or agent thereof, to effectuate a collusive or sham Bid. I I I Bidder i BY I i Title I Organization Address I I I I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 August 10,2010 NON-COLLUSION AFFIDAVIT BID FORMS-PAGE 6 I I 1 ALL-PURPOSE ACKNOWLEDGMENT 1 1 . 1 se of mty of before me, Date Name, Title of Officer rsonally appeared NAME(S)OF SIGNER(S) a, o proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within 1 in: trument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hi .'her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed t" instrument. �rtify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and rect. :ness my hand and official seal. Signature of Notary A-TENTION NOTARY: Although the information requested below is OPTIONAL, it could prevent fraudulent attachment of th i certificate to unauthorized document. T-"3 CERTIFICATE Title or Type of Document N, �3T BE ATTACHED T;. THE DOCUMENT Number of Pages DATE of DOCUMENT LL i.SCRIBED AT RIGHT: Signer(s)Other Than Named r we I I I I I I I. AN : i RD DRAINAGE IMPROVEMENTS-BARISTO CHANNEL iITr. I ROJECT NO.09-10 NON-COLLUSION AFFIDAVIT-NOTARY ACKNOWLEDGMENT iugu - 10,2010 BID FORMS-PAGE 7 1 1 I BID BOND KNOW ALL MEN BY THESE PRESENTS, I I That as Principal, and I as Surety, are held and firmly bound unto the City of Palm Springs, hereinafter called the "City" in the sum of: dollars 1 (not less than 10 percent of the total amount of the bid) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. I ( WHEREAS, said Principal has submitted a Bid to said City to perform the Work required under the Bid Schedule(s)of the City's Contract Documents entitled: 1 1 RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL 1 CITY PROJECT NO. 09-10 1 NOW THEREFORE, if said Principal is awarded a Contract by said City, and within the time and I in the manner required in the "Notice Inviting Bids" and the "Instructions to Bidders" enters into a 1 written Agreement on the Form of Agreement bound with said Contract Documents, furnishes the required Certificates of Insurance, and furnishes the required Performance Bond and Payment 1 Bond, 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 said City, and City prevails, said Surety shall pay all costs incurred by said City in such suit, including a reasonable attorney's fee to be fixed by the I court. 1 SIGNED AND SEALED, this day of , 20 . 1 I PRINCIPAL: Check one: individual,____partnership, _corporation (Corporations require two signatures; one from each of the following groups: A. Chairman of Board, I President, or any Vice President; AND B. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer). I By SURETY: I signature (NOTARIZED) P Print Name and Title: i I I By By I signature signature (NOTARIZED) (NOTARIZED) I Print Name and Title: Print Name and Title: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL BID BOND(BID SECURITY FORM) CITY PROJECT NO.09-10 August 10,2010 BID FORMS-PAGE 8 1 I 1 I BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause 1 the Bid to be non-responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street Address: I I 1 I I I 2. CONTRACTOR'S Telephone Number: ( ) I Facsimile Number: ( ) I I 3. CONTRACTOR'S License: Primary Classification I State License Number(s) I Supplemental License Classifications i 4. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety Address I I I Surety Company Telephone Numbers: Agent ( ) Surety ( ) 5. Type of Firm (Individual, Partnership or Corporation): 6. Corporation organized under the laws of the State of: 7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 BIDDER'S GENERAL INFORMATION August 10,2010 BID FORMS-PAGE 9 I I 1 I BIDDER'S GENERAL INFORMATION (Continued) I I 8. Number of years experience as a contractor in this specific type of construction I work: 9. List at least three related projects completed to date: I I a. Owner Address Contact Class of Work ► Phone Contract Amount 1 Project Date Completed I Contact Person Telephone number ► I b. Owner Address i Contact Class of Work Phone Contract Amount Project Date Completed Contact Person Telephone number C. Owner Address I I Contact Class of Work Phone Contract Amount Project Date Completed Contact Person Telephone number 10. List the name and title of the person who will supervise full-time the proposed work for your firm: 11, Is full-time supervisor an employee contract services 7 12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 BIDDER'S GENERAL INFORMATION August 10,2010 BID FORMS-PAGE 10 I I I AGREEMENT I ► THIS AGREEMENT made this day of 20 , by and between ► the City of Palm Springs, a charter city, organized and existing in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and ► hereinafter designated as the Contractor. ► The City and the Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: I ARTICLE 1 -- THE WORK I The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of the City's Contract Documents entitled: ► i RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 The Work comprises the construction of new catch basin and 30"x19" elliptical RCP storm drain in Ramon Road at the Baristo Channel, and construction of a 12' W x 6' H slope protection barrier at the PS Line 8 outlet; and all appurtenant work. ARTICLE 2 -- COMMENCEMENT AND COMPLETION The Work to be performed under this Contract shall commence on the date specified in the Notice to Proceed by the City, and the Work shall be fully completed within the time specified in the Notice to Proceed. The City and the Contractor recognize that time is of the essence of this Agreement, and that the City will suffer financial loss if the Work is not completed within the time specified in Article 2, herein, plus any extensions thereof allowed in accordance with applicable provisions of the Standard Specifications, as modified herein. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, the City and the Contractor agree that as liquidated damages or delay (but not as a penalty), the Contractor shall pay the City the sum of $750 for each calendar day that expires after the time specified in Article 2, herein. In executing the Agreement, the Contractor acknowledges it has reviewed the provisions of the Standard Specifications, as modified herein, related to liquidated damages, and has made itself aware of the actual loss incurred by the City due to the inability to complete the Work within the time specified in the Notice to Proceed. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 1 Auaust 10.2010 I i ARTICLE 3 -- CONTRACT PRICE The City shall pay the Contractor for the completion of the Work, in accordance with the Contract Documents, in current funds the Contract Price(s) named in the Contractor's Bid and Bid Schedule(s). I ARTICLE 4 -- THE CONTRACT DOCUMENTS I The Contract Documents consist of the Notice Inviting Bids, Instructions to Bidders, the accepted Bid and Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, Bid Security or Bid Bond, this Agreement, Worker's Compensation Certificate, Performance Bond, Payment Bond, Standard Specifications, Special Provisions, the Drawings, Addenda numbers to , inclusive, and all Change Orders and Work Change Directives which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto. ARTICLE 5 -- PAYMENT PROCEDURES The Contractor shall submit Applications for Payment in accordance with the Standard Specifications as amended by the Special Provisions. Applications for Payment will be processed by the Engineer or the City as provided in the Contract Documents. ARTICLE 6 -- NOTICES Whenever any provision of the Contract Documents requires the giving of a written Notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the Notice. ARTICLE 7 -- MISCELLANEOUS Terms used in this Agreement which are defined in the Standard Specifications and the Special Provisions will have the meanings indicated in said Standard Specifications and the Special Provisions. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The City and the Contractor each binds itself, its partners, successors, assigns, and legal representatives, to the other party hereto, its partners, successors, assigns, and legal representatives, in respect of all covenants, agreements, and obligations contained in the Contract Documents. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 2 August 10,2010 1 I I IN WITNESS WHEREOF, the City and the Contractor have caused this Agreement to be executed the day and year first above written. I I ATTEST: CITY OF PALM SPRINGS, APPROVED BY THE CITY COUNCIL: CALIFORNIA I Date BY City Clerk Agreement No. ' APPROVED AS TO FORM: I B � Y City Attorney Date CONTENTS APPROVED: BY City Engineer Date By City Manager Date RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL AGREEMENT FORM CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 3 August 10, 2010 I 1 Corporations require two notarized signatures: One signature must be from Chairman of Board, President, or any Vice President. The second signature must be from the Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer. CONTRACTOR: Name: Check one:,Individual_Partnership Corporation Address: I I I By: By: Signature (notarized) Signature(notarized) I I Name: Name: 1 Title: Title: I (This Agreement must be signed in the above This Agreement must be signed in the above space by one of the following: Chairman of the space by one of the following: Secretary, Chief Board, President or any Vice President) Financial Officer or any Assistant Treasurer) 1 State of I State of I County of I ss County of I._ss 1 On On before me, before me, personally appeared personally appeared who proved to me on the basis of satisfactory who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) evidence to be the person(s) whose name(s) i is/are subscribed to the within instrument and is/are subscribed to the within instrument and i acknowledged to me that he/she/they executed acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the of which the person(s) acted, executed the instrument. instrument. I certify under PENALTY OF PERJURY under the I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing laws of the State of California that the foregoing paragraph is true and correct. paragraph is true and correct. WITNESS my hand and official seal. WITNESS my hand and official seal. Notary Signature: Notary Signature: Notary Seal: Notary Seal: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 AGREEMENT FORM August 10,2010 AGREEMENT AND BONDS-PAGE 4 ( I I I I I 1 1 I I 1 i WORKER'S COMPENSATION CERTIFICATE I (AS REQUIRED BY SECTION 1861 I OF THE CALIFORNIA LABOR CODE) I I am aware of the provisions of Section 3700 of the California Labor Code, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions of said Code, and I will comply with such provisions before commencing the performance of the Work of this Contract. Contractor By Title RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CITY PROJECT NO.09-10 WORKER'S COMPENSATION CERTIFICATE August 10,2010 AGREEMENT AND BONDS-PAGE 5 I ! PERFORMANCE BOND ► KNOW ALL MEN BY THESE PRESENTS, That as Contractor, and ► as Surety, I are held firmly bound unto the City of Palm Springs, a charter city, organized and existing in the County of Riverside, California, hereinafter called the "City," in the sum of: I dollars, I for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, I administrators, successors, and assigns, jointly and severally, firmly by these presents. ! WHEREAS said Contractor has been awarded and is about to enter into the annexed Agreement with said City to perform the Work as specified or indicated in the Contract Documents entitled: RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 I NOW THEREFORE, if said Contractor shall perform all the requirements of said Contract I Documents required to be performed on its part, at the times and in the manner specified herein, I then this obligation shall be null and void, otherwise it shall remain in full force and effect. I PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said I Contractor or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. SIGNED AND SEALED, this day of , 20___. I CONTRACTOR: Check one: individual, partnership, _corporation (Corporations require two signatures; one from each of the following groups: A. Chairman of Board, President, or any Vice President; AND B. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer). By SURETY: signature (NOTARIZED) Print Name and Title: By By signature signature (NOTARIZED) (NOTARIZED) Print Name and Title: Print Name and Title: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL PERFORMANCE BOND CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 6 August 10,2010 1 1 1 PAYMENT BOND 1 KNOW ALL MEN BY THESE PRESENTS, That as Contractor, 1 and as Surety, I are held firmly bound unto the City of Palm Springs, a charter city, organized and existing in the County of Riverside, State of California, hereinafter called the "City," in the sum of: 1 dollars, 1 for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents. 1 I WHEREAS, said Contractor has been awarded and is about to enter into the annexed agreement I with said City to perform the Work as specified or indicated in the Contract Documents entitled: I RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL I CITY PROJECT NO. 09-10 NOW THEREFORE, if said Contractor, its subcontractors, its heirs, executors, administrators, successors, or assigns shall fail to pay for any materials, provisions, provender, equipment, or I other supplies used in, upon, for, or about the performance of the Work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance ► Code, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such labor, all as ► required by the provisions of Title XV, Chapter 7, Sections 3247-3252, inclusive, of the Civil Code of the State of California and acts amendatory thereof, and Sections of other Codes of the State of California referred to therein and acts amendatory thereof, and provided that the persons, companies, or corporations so furnishing said materials, provisions, equipment, or other supplies, ► appliances, or power used in, upon, for, or about performance of the Work contracted to be executed or performed, or any person, company, or corporation renting or hiring implements or machinery or power for, or contributing to, said work to be done, or any person who performs work or labor upon the same, or any person who supplies both work and materials therefor, shall have complied with the provisions of said laws, then said surety will pay the same in an amount not exceeding the sum hereinbefore set forth, and also will pay, in case suit is brought upon this bond, a reasonable attorney's fee as shall be fixed by the Court. This Bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the Work to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said Contractor or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said Contractor or said Surety, and notice of said alterations or extensions of the Agreement is hereby waived by said Surety. SIGNED AND SEALED, this day of 20—. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL. PAYMENT BOND CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 7 August 10,2010 r 1 1 r CONTRACTOR: 1 Check one: individual,_partnership, _corporation (Corporations require two signatures; one from each of the following groups: A. Chairman of Board, 1 President, or any Vice President; AND B. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or ( Chief Financial Officer)_ 1 By SURETY: I ( signature (NOTARIZED) I ( Print Name and Title: I By By I signature signature ( (NOTARIZED) (NOTARIZED) Print Name and Title: Print Name and Title: I I I 1 I I I I I i I I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL PAYMENT BOND CITY PROJECT NO.09-10 AGREEMENT AND BONDS-PAGE 8 August 10,2010 CERTIFICATE OF INSURANCE r THIS CERTIFICATE ISSUED TO THE OWNER/AGENTS LISTED BELOW DESIGNATED BY THE CONTRACT WITH THE INSURED f NAME AND ADDRESS OF INSURED INSURANCE COMPANIES AFFORDING COVERAGE COMPANY A r B C D r r TYPE OF WORK PERFORMED AND LOCATION r c.-�..� LIMITS OF LIABILITY IN THOUSANDS(x1000) TYPE OF INSURANCE POLICY NUMBER EACH OCCURRENCE AGGREGATE COMPREHENSIVE GENERAL r LIABILITY Including: 1/ EXPLOSION AND COLLAPSE BODILY INJURY $ $ ❑ UNDERGROUND DAMAGE PROPERTY DAMAGE $ $ ' ❑ PRODUCTS/COMPLETED OPERATIONS ar `' ❑ CONTRACTUALINSURANCE 1 ❑ BROAD FORM PROPERTY DAMAGE ❑ INDEPENDENT CONTRACTORS BODILY INJURY AND I PROPERTY ❑ PERSONAL INJURY DAMAGE COMBINED $ $ PERSONAL INJURY $ COMPREHENSIVE AUTOMOBILE BODLY INJURY LIABILITY EACH PERSON $ Including: EACH ACCIDENT OWNED $ PROPERTY DAMAGE ❑ HIRED or ❑ NON-OWNED BODILY INJURY I U MOTOR CARRIER ACT AND PROPERTY DAMAGE COMBINED $ I EXCESS LIABILITY BODILY INJURY Including: AND PROPERTY I DAMAGE COMBINED $ ❑ EMPLOYER'S LIABILITY I WORKER'S COMPENSATION 5TATUTORY and EMPLOYER'S LIABILITY Including: EL $ (EACH - ACCIDENT) ElLONG SHOREMEN'S AND HARBOR WORKERS I OTHER ADDITIONAL INSURED ENDORSEMENT--CITY OF PALM SPRINGS The undersigned certifies that he or she is the representative of the above-named insurance companies,that he or she has the authority to execute and issue this certificate to Certificate Holder,and accordingly,does hereby certify on behalf of said insurance companies that policies of insurance listed above have been issued to the insured named above and are in force at this Time. Notwithstanding any requirement,term,or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to at the terms,exclusions,and conditions of such policies. Copies of the policies shown will be furnished to the Certificate Holder upon request. This Certificate does not amend,extend,or alter the coverage afforded by the policies listed. Cancellation:Should any of the above described policies be cancelled before the expiration date thereof,the issuing company will mail 30 days written notice to the below- named certificate holder: NAME AND ADDRESS OF ADDITIONAL INSURED DATE ISSUED BY AUTw)nrzCn Rrr*1$r.NTATNi Or NSUan F MWANes ArFONUNO cove E RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL CITY PROJECT NO.09-10 August 10,2010 CERTIFICATE OF INSURANCE AGREEMENT AND BONDS-PAGE 9 1 1 1 I 1 1 I 1 1 CITY OF PALM SPRINGS I I PUBLIC WORKS AND ENGINEERING DEPARTMENT I I PART II -- SPECIAL PROVISIONS I I RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 I I I Section 1 - Terms, Definitions, Abbreviations, and Symbols Section 2 - Scope and Control of Work I Section 3 - Changes in Work I Section 4 - Control of Materials I Section 5 Utilities I Section 0 - Prosecution, Progress, and Acceptance of the Work Section 7 - Responsibilities of the Contractor Section 8 - Facilities for Agency Personnel Section 9 - Measurement and Payment I Section 10 - Construction Details I I 1 I I I I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL PART II--SPECIAL PROVISIONS CITY PROJECT NO.09-10 GENERAL CONTENTS-PAGE 1 August 10,2010 I 1 1 CITY OF PALM SPRINGS 1 1 PUBLIC WORKS AND ENGINEERING DEPARTMENT 1 SPECIAL PROVISIONS 1 1 RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09-10 I SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1 I 1-1 GENERAL 1-1.1 Standard Specifications. - The Work hereunder shall be done in accordance with the Standard Specifications for Public Works Construction ("Greenbook"), 2009 Edition, including all current supplements, addenda, and revisions thereof, these Special I Provisions, and the Standard Plans identified in the Appendix, insofar as the same may apply to, and be in accordance with, the following Special Provisions. In case of conflict between the Standard Specifications for Public Works Construction I ("Greenbook") and these Special Provisions, the Special Provisions shall take I precedence over, and be used in lieu of, such conflicting portions. I 1-1.2 Supplementary Reference Specifications. - Insofar as references may be p made in these Special Provisions to the Caltrans Standard Specifications, such work f shall conform to the referenced portions of the technical provisions only of said reference specifications, provided, that wherever the term "Standard Specifications" is used without the prefix "Caltrans," it shall mean the Standard Specifications for Public Works Construction ("Greenbook"), 2009 Edition, as previously specified in the above paragraph. I 1-2 LEGAL ADDRESS I 1-2.1 Legal Address of the City. - The official address of the City shall be City of Palm Springs, 3200 E. Tahquitz Canyon Way, Palm Springs, California 92262, or such I other address as the City may subsequently designate in written notice to the Contractor. 1-2.2 Legal Address of the Engineer. - The official address of the Engineer shall be the Director of Public Works/City Engineer, City of Palm Springs, Engineering Department, 3200 E. Tahquitz Canyon Way, Palm Springs, California 92262, or such other address as the Engineer may subsequently designate in writing to the Contractor. 1-3 DEFINITIONS AND TERMS 1-3.1 Definitions and Terms. - Wherever in the Standard Specifications the following terms are used, the definitions shall be amended to read: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL TERMS,DEFINITIONS,ABBREVIATIONS,AND SYMBOLS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 1 -PAGE 1 August 10,2010 I I I ' Agency - The City of Palm Springs, a charter city organized and existing in the County of Riverside, State of California. I Engineer - The Director of Public Works/City Engineer of the City of Palm Springs, ' California. I I Liquidated Damages - The amount prescribed in the Special Provisions, pursuant I to the authority of Government Code Section 53069.85, to be paid to the City or to be deducted from any payments due, or to become due, the Contractor for each ' day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Special Provisions. I Standard Plans - The Standard Drawings and the Special Drawings of the City of Palm Springs. I Owner- The Owner shall be the Agency, as defined above. I I Working Day- A Working Day is defined as any day, except as follows: (a) Fridays, Saturdays, Sundays, and any designated legal holiday officially observed by the City of Palm Springs. Designated legal holidays are: New Year's Day (January 1) I Martin Luther King Jr. Day (Third Monday in January) Lincoln's Birthday(February 12) President's Day (Third Monday in February) Memorial Day (Last Monday in May) ' Independence Day (July 4) Labor Day (First Monday in September) Veteran's Day(November 11) Thanksgiving Day (Last Thursday in November) ' Day after Thanksgiving Day Christmas Eve Day (December 24) Christmas Day (December 25) (a) When a designated holiday falls on a Friday or Saturday, the Thursday before ' the holiday shall be a designated legal holiday. When a designated holiday falls on a Sunday, the Monday after the holiday shall be a designated legal holiday. (b) Days on which the Contractor is prevented by inclement weather or conditions ' resulting immediately therefrom adverse to the current controlling operation or operations, as determined by the Engineer, from proceeding with at least 75 percent of the normal labor and equipment force engaged on such operation or operations for at least 60 percent of the total daily time being currently spent on the controlling operation or operations. - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL TERMS,DEFINITIONS,ABBREVIATIONS,AND SYMBOLS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 1 -PAGE 2 August 10,2010 e SECTION 2 --SCOPE AND CONTROL OF WORK 2-1 GENERAL Particular attention is directed to the provisions of Section 6-1, "Construction Schedule and Commencement of Work," Section 6-7, "Time of Completion," and Section 6-9, "Liquidated Damages" of the Standard Specifications. After the Contract has been approved by the City, 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, if awarded, shall be diligently prosecuted to completion before the expiration of: 20 WORKING DAYS from the day specified in the Notice to Proceed issued by the City. Said period of time does NOT include time required to receive long-lead supplies, materials, and equipment (i.e. irrigation and plant materials, etc.). The Contractor is directed to Section 4-2.2 of these specifications for requirements related to placing orders. All orders forlonp lead items shall be ordered bV the Contractor within 3 working da s after the award of the contract by the City. As set forth in the Agreement, the Contractor shall pay to the City as liquidated damages the sum set forth in the Agreement per day for each and every calendar day's delay in finishing the Work in excess of the number of working days prescribed above. 2-2 CONTRACT BONDS 2-2.1 BONDING COMPANY WAIVER OF RIGHT OF NOTIFICATION The following shall be added at the end of Section 2-4 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 acknowledgement by the Bonding Company that said Bonding Company thereby waives the right of special notification of any changes or modifications of the Contract, or of extensions of time, or of decreased or increased Work, or of cancellation of the Contract, or of any other act or acts by the City or any of its authorized representatives." 2-2.2 EXECUTION OF BONDS Bonds shall be executed by either: (a) two (2) or more sufficient personal sureties; (b) one sufficient admitted surety insurer; or (c) a combination of sufficient personal sureties and admitted surety insurers. If a corporate surety insurer is used, a County Clerk's RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL SCOPE AND CONTROL OF WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 2-PAGE 1 August 10,2010 certificate evidencing that it is an admitted surety insurer shall be submitted with the bonds. If a personal surety is used, all requirements set out in Code of Civil Procedure Section 995.510 shall be met to the satisfaction of the City Engineer. 2-3 PRECEDENCE OF CONTRACT DOCUMENTS The provisions of Section 2-5.2 of the Standard Specifications shall be revised to read as follows: In resolving disputes resulting from conflicts, errors, or discrepancies in any of the Contract Documents, the document highest in precedence shall control. The order of precedence shall be as listed below: 1. Change Orders or Work Change Directives 2. Agreement 3. Addenda 4. Contractor's Bid (Bid Forms) 5. Special Provisions 6. Notice Inviting Bids 7. Instructions to Bidders 8. Plans (Contract Drawings) 9. Standard Plans 10. Standard Specifications 11. Reference Documents I c With reference to the Drawings, the order of precedence shall be as follows: 1. Figures govern over scaled dimensions I 2. Detail drawings govern over general drawings 3. Addenda or Change Order drawings govern over Contract Drawings 4. Contract Drawings govern over Standard Drawings I 5. Contract Drawings govern over Shop Drawings I 2-4 SUBSURFACE DATA I I Section 2-7 of the Standard Specifications shall be revised to read as follows: I "2-7.1 Limited Reliance by Contractor. - Soils reports and other reports of subsurface conditions may be made available for inspection by I the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE I NOT CONTRACT DOCUMENTS. The Contractor may rely upon the I general accuracy of the "technical data" contained in such reports and I drawings only where such "technical data" are specifically identified in the Special Provisions. Except for such reliance on such "technical data," the I Contractor may not rely upon or make any claim against the City, the Engineer, nor any of the Engineer's Consultants with respect to any of the I following: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL SCOPE AND CONTROL OF WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 2-PAGE 2 August 10,2010 2-7.1.1. Completeness. - The completeness of such reports and drawings for Contractor's 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, or 2-7.1.2. Other Information. - Any other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings, or 2-7.1.3. 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." 2-5 TEMPORARY ACCESS OR CONSTRUCTION RIGHTS-OF-WAY Unless indicated otherwise, all temporary access or construction rights-of-way, other than those shown on the Plans, which the Contractor may find it requires during progress of the Work, shall be arranged by and paid for entirely by the Contractor, at its own expense. 2-6 PROTECTION OF SURVEY MONUMENTS It shall be the Contractor's responsibility to protect all the existing survey monuments, bench marks, survey marks and stakes. Removal of such monuments, or displacement thereof, shall require their resetting per City requirements, including corner record filing, for the existing type of monument in question at the Contractor's expense. Any existing monument shall not be disturbed. The Contractor shall maintain a survey location check on the monument without cost to the City. The Contractor is advised that any resetting of monuments will be the responsibility of the Contractor, to be reset by a California licensed Land Surveyor. Should the Contractor anticipate the removal of any survey monuments, it shall notify the Engineer prior to removal. The Contractor shall be financially responsible for reinstalling the existing monument well, after resetting of the disturbed monument. 2-7 SURVEYING The Contractor will be required to have a California licensed surveyor to set all stakes and hubs, furnish all lines, grades and measurements necessary for the proper prosecution and control of the work contracted for under these specifications. No direct payment will be made for this labor, materials, or other expenses therewith. The cost thereof shall be included in the. price of the bid for the various items of the Contract. The Contractor must give weekly copies of all survey notes to the Engineer so that the Engineer may check them as to accuracy and method of staking. All areas that are staked by the Contractor must be checked and approved by the Engineer prior to RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL SCOPE AND CONTROL OF WORK CITY PROJECT NO,09-10 SPECIAL PROVISIONS-SECTION 2-PAGE 3 August 10.2010 beginning any work in the area. The Engineer will make periodic checks of the grades and alignment set by the Contractor. In case of error on the part of the Contractor, his/her employees, or surveyor, resulting in establishing grades and/or alignment that are not in accordance with the plans or as established by the Engineer, all construction or staking not in accordance with the established grades and/or alignment shall be replaced without additional cost to the City. The Contractor shall provide all construction surveying by a California registered land surveyor, including monument tie-out and corner record filing, as required by the Engineer or his representative. Payment for any and all construction surveying required by this Project, by the Contractor's Surveyor, shall be considered as included in the various bid items of work, and no additional compensation shall be allowed therefore. 2-8 AUTHORITY OF THE ENGINEER The Engineer will decide all conflicts which may arise as to (1) the quality or acceptability of the materials or equipment furnished, (2) the performance of the Work, (3) the manner of performance and rate of progress of the Work, (4) the interpretation of the Plans, Specifications, and Special Provisions, (5) the acceptable fulfillment of the Contract on the part of the Contractor, and (6) compensation of the Contractor. The Engineer's decision shall be final, and he shall have the authority to enforce and make effective such decisions and orders which the Contractor may fail to carry out promptly. 2-9 INSPECTION 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 Engineer's inspection. When the Work is substantially completed, a representative of the Engineer will make the final inspection. 2-10, SITE EXAMINATION The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and local 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. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL SCOPE AND CONTROL OF WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 2-PAGE 4 August 10,2010 2-11 FLOW AND ACCEPTANCE OF WATER 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, and has prepared its Bid accordingly; and the Contractor, by submitting such a Bid, assumes all said risk. 2.12 SUBMITTALS The following provisions shall replace Section 9-2 "Lump Sum Work" of the Standard Specifications: On lump sum items, 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 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. END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL SCOPE AND CONTROL OF WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 2-PAGE 5 August 10,2010 SECTION 3 -- CHANGES IN WORK 3-1 EXTRA WORK The provisions of Section 3-3 of the Standard Specifications shall apply; provided that the provisions for markup percentages for overhead and profit for extra work referenced in subparagraph 3-3.2.3 of the 2006 edition shall be deleted in its entirety and the following substituted therefore: 3-2 PAYMENT 3-2.1 Markup: The provisions of Subsection 3-3.2.3 Markup, shall be amended to read as follows: (a) Work by Contractor. The following percentages shall be added to the Contractor's 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 (1 st tier only) 5 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. 3-2.2 Contract Unit Prices: The provisions of Subsection 3-2.2.1 of the Standard Specifications shall be revised to read as follows: 3-2.2.1(a) 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. 3-2.2.1(b) 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 Engineer's Estimate therefore 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 therefore will be paid for by adjusting the Contract Unit Price, as hereinafter provided, or at the option of the City, payment for the work involved in such excess will be made as provided in Section 3-3.2 of the Standard Specifications, as amended in these Special Provisions. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CHANGES IN WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 3-PAGE 1 August 10,2010 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 Engineer's Estimate of the quantity for such item, and in computing the actual unit cost, 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 in Section 3-3.2 of the Standard Specifications, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City. When the compensation payable for the number of units of an item of work performed in excess of 125 percent of the Engineer's Estimate is less than $5,000 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. 3-2.2.1(c) 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 Engineer's Estimate therefore, 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 therefore, will be paid for by adjusting 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 Section 3-3.2 of the Standard Specifications, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City; 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 Section 3-3.2 of the Standard Specifications, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City. The payment for the total pay quantity of such item of work will in no case exceed the payment which.would be made for the performance of 75 percent of the Engineer's Estimate of the quantity for such item at the original Contract Unit Price. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CHANGES IN WORK CITY PROJECT NO.09-10 SPECIAL.PROVISIONS-SECTION 3-PAGE 2 August 10,2010 3-2.2.1(d) 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 City and the actual cost of any further handling will be paid for by the City. 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. The actual costs or charges to be paid by the City to the Contractor as provided in this Section 3-2 will be computed in the same manner as if the work were to be paid as extra work as provided in Section 3-3.2 of the Standard Specifications, as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor and the City. - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL. CHANGES IN WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 3-PAGE 3 August 10,2010 SECTION 4 -- CONTROL OF MATERIALS 4-1 TRADE NAMES OR EQUALS 4-1.1 Substitutions. - Subparagraph 2 of Section 4-1.6 of the Standard Specifications shall be amended 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 bid opening 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 more than 20 days after bid opening. 4-1.2 Submittals for Approval of "Or Equals." - Should the Contractor request approval for "or equal" products, it shall submit data substantiating such request to the Engineer as per Subsection 4-1.1, above. Data for approval of"or equal" products shall include complete calculations, technical specifications, samples, or published documents relating to the performance and physical characteristics of the proposed substitute. The appearance of manufacturer and product names or trademarks, details of materials or services, or product descriptions in either the Plans or the Specifications are for reference only and do not constitute an endorsement of same by the Engineer or the City. 4.2 MATERIALS 4-2.1 Quantities. - The 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. 4-2.2 Placing Orders — The Contractor shall place the orders for all long lead-time supplies, materials and equipment (specifically including the traffic signal standards, poles and equipment) within 3 working days after the award of contract by the City p g y • (tentatively 2M. It is the o Palm Springs Cit Council tentative) scheduled, for 6, Contractor's obligation to ensure it laces an order for all long lead-time items. Failure of the Contractor to order long lead-time materials, which causes completion of the project to exceed the allowable time of completion of 15 working days will cause this contract to be subject to liquidated damages. - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONTROL OF MATERIALS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 4-PAGE 1 August 10,2010 SECTION 5 -- UTILITIES 5-1 REMOVAL, RELOCATION, OR PROTECTION OF EXISTING UTILITIES (a) The following full text of Government Code Section 4215 shall replace the provisions of Section 5-5, subparagraph 4, of the Standard Specifications: "In accordance with the provisions of Section 4215 of the California Government Code, any contract to which a public agency as defined in Section 4401 is a party, the public agency shall assume the responsibility, between the parties to the contract, for the timely removal, relocation, or protection of existing main or trunkline utility facilities located on the site of any construction project that is a subject of the contract, if such utilities are not identified by the public agency in the plans and specifications made a part of the invitation for bids. The agency will compensate the Contractor for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy and for equipment on the project necessarily idled during such work. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the public agency or the owner of the utility to provide for removal or relocation of such utility facilities. Nothing herein shall be deemed to require the public agency to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on or adjacent to the site of the construction; provided, however, nothing herein shall relieve the public agency from identifying main or trunk lines in the plans and specifications. 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." (b) Removal, Relocation, or Protection of Existing Utilities. - The following provisions shall be added to the end of Section 5-5 of the Standard Specifications: RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL UTILITIES CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 5-PAGE 1 August 10,2010 "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." 5-2 UTILITY LOCATION AND PROTECTION All existing underground utilities and facilities such as electric, gas, telephone, television, water, street lighting, traffic signal, sanitary sewer, storm drain, traffic detector loops, and irrigation systems may not have been shown on the Plans for this project. The Contractor shall assume that any of these underground utilities and/or facilities may be encountered during the removal and reconstruction work and shall protect and restore same in place and in accordance with Section 5, Section 7-9 and Section 307 of the Standard Specifications, and the following requirements and provisions: The Contractor shall pothole all utilities in any areas of excavation, including but not limited to, utility relocation and pipe installation, catch basin installation, storm drain lateral installation and pavement reconstruction. The Contractor retains sole responsibility for utility location and protection. The Contractor shall pot hole a minimum of two (2) working days ahead of the construction or installation for the areas in which the work is to be performed. The pot holes shall be to a depth sufficient to satisfy the Contractor that the proposed construction work will not damage any underground utilities and/or facilities. The Contractor shall be solely responsible for the cost of repair for any such damage to said underground utilities and/or facilities and shall make or cause to be made all repairs necessary to restore service the same day. Certain existing improvements are specified on the Plans to be protected in place, or removed and replaced. The Contractor shall protect in place or remove and replace all existing public and private improvements whether or not they are specially noted on the Plans. Full compensation for compliance with utility location and protection requirements shall be considered as included in the various contract items of the Bid Schedule(s), and no additional compensation will be allowed therefore. - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL UTILITIES CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 5-PAGE 2 August 10,2010 SECTION 6 -- PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 LIQUIDATED DAMAGES 6-1.1 Amount. - The amount of liquidated damages as specified in Section 6-9 of the Standard Specifications shall not apply, but shall be as stated in the Agreement. 6-2 TIMES OF OPERATION 6-2.1 Hours of Operation. - It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no work allowed on Saturdays, Sundays, or City-observed holidays, unless otherwise approved by the Engineer: 1. Powered Vehicles 2. Construction.Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools 6-3 NOTIFICATION The Contractor shall notify the City and the owners of all utilities and substructures not less than 2 working days prior to commencing the Work. The following list of names and telephone numbers is intended for the convenience of the Contractor only and is not guaranteed to be complete or correct: CITY OF PALM SPRINGS Mike Lytar, Senior Public Works Inspector (760) 323-8253 George Herrera, Streets Maintenance Supervisor (760) 323-8167 Dave Barakian, City Engineer (760) 323-8253 VERIZON Attention: Mr. Bill Morrow (760) 778-3627 DESERT WATER AGENCY Attention: Ms. Debbie Randall (760) 323-4971 SOUTHERN CALIFORNIA EDISON COMPANY Attention: Mr. Frank Jasso (760) 202-4278 SOUTHERN CALIFORNIA GAS COMPANY Attention: Ken Kennedy (909) 335-7716 TIME-WARNER CABLE Attention: Mr. Dale Scrivner (760) 647-5452 RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK CITY PROJECT NO.09 10 August 10,2010 SPECIAL PROVISIONS-SECTION 6-PAGE 1 WHITEWATER MUTUAL Attention: Mr. Stan Clark (760) 325-5880 SPRINT Attention: Mr. Lynn Durrett (909) 873-8022 UNDERGROUND SERVICE ALERT (800) 227-2600 6-4 EMERGENCY INFORMATION The names, addresses, and telephone numbers of the Contractor, sub- contractors, their owners, officers, and superintendents, shall be filed with the Engineer at the Pre-Construction Conference. - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL PROSECUTION PROGRESS, AND ACCEPTANCEE O OF THE WORK CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 6-PAGE 2 August 10,2010 SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR 7-1 General. - The provisions of Section 7-13 of the Standard Specifications shall be revised to read as follows: "The Contractor shall keep itself fully informed of all existing and future State and Federal laws, and county and municipal ordinances 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 way 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. He or she shall at all times observe and comply with all such existing and future laws, ordinances, regulations, orders, and decrees of bodies or tribunals having any or all authority over the Work, and shall indemnify the City and all officers and employees thereof connected with the Work, including, but not limited to, the City Engineer, against any claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, order, or decree, whether by itself or its employees. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Special Provisions, or Contract for the Work in relation to any such law, ordinance, regulation, order, or decree, the Contractor shall forthwith report the same to the Engineer in writing." 7-2 Hours of Labor. — Eight hours labor constitutes a legal day's work. The Contractor shall comply with all applicable provisions of Section 1810 to 1815, inclusive, of the California Labor Code relating to working hours. The Contractor shall forfeit, as a penalty to the City, $25.00 for each worker employed in the execution of the contract by the Contractor or by any subcontractor under him for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day or 40 hours in any one calendar week, unless such worker receives compensation for all hours worked in excess of 8 hours per day, or 40 hours during any one week at not less than one and one-half times the basic rate of pay. 7-3 Prevailing Wage Rates Not Applicable.- Funding for the work is with all local funds and, as provided under the City Charter, will NOT require compliance with the prevailing wage requirements of the State of California. 7-4 Apprentices on Public Works. - The Contractor shall comply with all applicable provisions of Sections 1777.5 and 1777.6 of the California Labor Code relating to employment of apprentices on public works. 7-5 Unpaid Claims. - If, at any time prior to the expiration of the period for service of a Stop Notice, there is served upon the City a Stop Notice, as provided in Sections 3179 through 3210 of the Civil Code of the State of California, the City shall, until the discharge thereof, withhold from the moneys under its control so much of said moneys due or to become due the Contractor under this Contract, as shall be sufficient to answer the claim stated in such Stop Notice, and to provide for the reasonable cost of RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 1 August 10,2010 any litigation thereunder, provided, that if the Engineer shall, in its discretion, permit the Contractor to file with the City the bond referred to in Section 3196 of the Civil Code of the.State of California, said moneys shall not thereafter be withheld on account of such Stop Notice. 7-6 Retainage From Monthly Payments. - Pursuant to Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any money 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 as the escrow agent, who shall return such securities to the Contractor upon satisfactory completion of the Contract. Deposit of securities with an escrow agent shall be subject to a written agreement for in-lieu construction payment retention, provided by the City between the escrow agent and the City, which provides that no portion of the securities shall be paid to the Contractor until the City has certified to the escrow agent, in writing, that the Contract has been satisfactorily completed. The City will not certify that the Contract has been satisfactorily completed until at least 30 days after filing by the City of a Notice of Completion. Securities eligible for investment under Public Contract Code Section 22300 shall be limited to those listed in Section 16430 of the Government Code, and to bank or savings and loan certificates of deposit. 7-7 Resolution of Construction Claims. - As required under Section 20104, et seq., of the California Public Contract Code, any demand of $375,000 or less, by the Contractor for a time extension, payment of money, or damages arising from the work done by or on behalf of the Contractor pursuant to this Contract, or payment of an amount which is disputed by the City, shall be processed in accordance with the provisions of said Section 20104, et seq., relating to informal conferences, nonbinding judicially-supervised mediation, and judicial arbitration. A single written claim shall be filed under this Article prior to the date of final payment for all demands resulting out of the Contract. Within 30 days of the receipt of the claim, the City may request additional documentation supporting the claim, or relating to defenses or claims the City may have against the Contractor. If the amount of the claim is less than $50,000, the Contractor shall respond to the request for additional information within 15 days after receipt of the ' request. The Contractor shall respond to the request within 30 days of receipt, if the amount of the claim exceeds $50,000, but is less than $375,000. Unless further documentation is requested, the City shall respond to the claim within 45 days, if the amount of the claim is less than $50,000, or within 60 days, if the amount of ' the claim is more than $50,000, but less than $375,000. If further documentation is requested, the City shall respond within the same amount of time taken by the Contractor to respond, or 15 days, whichever is greater, after receipt of the information, if the claim is less than $50,000. If the claim is more than $50,000, but less than $375,000, and further documentation is requested by the City, the City shall respond within the same amount of time taken by the Contractor to respond, or 30 days, whichever is greater. RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 2 August 10,2010 I If the Contractor disputes the City's response, or the City fails to respond, the Contractor may demand an informal conference to meet and confer for settlement of the issues in dispute. The demand shall be served on the City, within 15 days after the deadline of the City to respond, or within 15 days of the City's response, whichever occurs first. The City shall schedule the meet and confer conference within 30 days of the request. If the meet and confer conference does not produce a satisfactory request, the Contractor may pursue the remedies authorized by law. 7-8 INSURANCE AMOUNTS Prior to commencing any Work, all contractors, vendors and service providers shall procure and maintain, at their own cost and expense for the duration of their contract with the City, appropriate insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work or services. The types of insurance required and the coverage amounts are specified below: A. Minimum Scope of Insurance Required 1. General Liability Insurance is required whenever the City is at risk of third-party claims which may arise out of work or presence of a contractor, vendor and service provider on City premises. At a minimum this policy shall: • be written on a per occurrence basis; and • include products and completed operations liability, independent contractors liability, broad form contractual liability, and cross liability protection. 2_ Automobile Liability Insurance is required only when vehicles are used by a contractor, vendor or service provider in their scope of work or when they are driven off-road on City property. Compliance with California law requiring auto liability insurance is mandatory and cannot be waived. At a minimum this policy shall: • be written on a per occurrence basis; and • include coverage for Bodily Injury and Property Damage, Owned, Non-owned and Hired Vehicles; and • include coverage for owned, non-owned, leased and hired vehicles. If an automobile is not used in connection with the services provided by the contractor, vendor or service provider, a written request to waive this requirement should be made to the City's Risk Manager. 3. Workers' Compensation and Employer's Liability Insurances is required for any contractor, vendor or service provider that has any employees at any time during the period of this contract. Contractors with no employees must complete RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 3 August 10,2010 a Request for Waiver of Workers' Compensation Insurance Requirement form available from the City's Risk Manager. At a minimum, this policy shall: • provide statutory requirements of the State of California; and • include $1,000,000 Employer's Liability. B. Minimum Limits of Insurance Coverage Re ug ired $1 Million per Occurrence/$2 Million Aggregate Umbrella excess liability may be used to reach the limits stated above. C. General Standards for Insurance Policies All insurance policies shall meet the following standards: 1. Insurance carrier is to be placed with duly licensed or approved non-admitted insurers in the state of California. 2. Insurers must have a Best's rating of B+, Class VII, or higher (this rating includes those insurers with a minimum policyholder's surplus of $50 Million to $100 Million). Exceptions to the Best's rating may be considered when an insurance carrier meets all other standards and can satisfy surplus amounts equivalent to a B+, Class VII rating. 3. Certificate must include evidence of the amount of any deductible or self-insured retention under the policy. D. Verification of Insurance Coverage All individuals, contractors, agencies, and organizations conducting business for the City shall provide proof of insurance by submitting one of the following: (1) an approved General and/or Auto Liability Endorsement Form for the City of Palm S^prings or (2) an acceptable Certificate of Liability Insurance Coverage with an approved Additional Insured Endorsement with the following endorsements stated on the certificate: 1. " The City of Palm Springs, its officials, employees and agents are named as an additional insured " ("as it relates to a specific contract" or "for any and all work performed with the City" may be included in this statement). 2. "This insurance is primary and non-contributory over any insurance or self- insurance the City may have" ("as it relates to a specific contract" or "for any and all work performed with the City" may be included in this statement). See Example A below. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO,09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 4 August 10,2010 As an alternative to the non-contributory endorsement, the City will accept a waiver of subrogation endorsement on the General Liability policy. At a minimum, this endorsement shall include the following language: "The insurance afforded by this policy shall not be cancelled except after thirty days prior written notice by certified mail return receipt requested has been given to the City of Palm Springs." 3. "The insurance afforded by this policy shall not be cancelled except after thirty days prior written notice by certified mail return receipt requested has been given to the City of Palm Springs." Language such as, "endeavor to" mail and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representative" is not acceptable and must be crossed out. See Example B below. The Workers' Compensation and Employer's Liability policies shall contain waiver of subrogation clause in favor of City, its elected officials, officers, employees, agents and volunteers. See Example C below. In addition to the endorsements listed above, the City of Palm Springs shall be named the certificate holder on the policy. All certificates and endorsements are to be received and approved by the City before work commences. All certificates of insurance must be authorized by a person with authority to bind coverage, whether that is the authorized agent/broker or insurance underwriter. Failure to obtain the required documents prior to the commencement of works hall not waiver the contractor's obligation to provide them. E. Acceptable Alternatives to Insurance Indust Certificates of Insurance The City will accept either a CG 20 10 10 01 or a CG 20 33 10 01 (or some form specific to a particular insurance company that has similar wording) as long as the form is accompanied by a CG 20 37 10 01. In addition, the City will accept the following: • A copy of the full insurance policy which contains a thirty (30) days' cancellation notice provision (ten (10) days for non-payment of premium) and additional insured and/or loss-payee status, when appropriate, for the City. • Binders and Cover Notes are also acceptable as interim evidence for up to 90 days from date of approval RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 5 August 10,2010 F. Endorsement Language for Insurance Certificates Example A: THE INSURANCE SHALL BE PRIMARY WITH RESPECT TO THE INSURED SHOWN IN THE SCHEDULE ABOVE, OR IF EXCESS, SHALL STAND IN AN UNBROKEN CHAIN OF COVERAGE EXCESS OF THE NAMED INSURED'S SCHEDULED UNDERLYING PRIMARY COVERAGE. IN EITHER EVENT, ANY OTHER INSURANCE MAINTAINED BY THE INSURED SCHEDULED ABOVE SHALL BE IN EXCESS OF THIS INSURANCE AND SHALL NOT BE CALLED UPON TO CONTRIBUTE WITH IT. Example B: SHOULD ANY OF THE ABOVE-REFERENCED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR MAIL 30 DAYS* WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED HEREIN BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR. LIABILITY OF ANY KIND UPON THE INSURER,, ITS AGENTS OR REPRESFiNTATI�� *The broker/agent can include a qualifier stating "1 p days notice for nonpayment of premium." Example C: IT IS UNDERSTOOD AND AGREED THAT THE COMPANY WAIVES THE RIGHT OF SUBROGATION AGAINST THE ABOVE ADDITIONAL INSURED(S), BUT ONLY WITH RESPECT TO THE JOB OR PREMISES DESCRIBED IN THE CERTIFICATE ATTACHED HERETO. G. Alternative Programs/Self-Insurance Under certain circumstances, the City may accept risk financing mechanisms such as Risk Retention Groups, Risk Purchasing Groups, off-shore carriers, captive insurance programs and self-insurance programs as verification of insurance coverage. These programs are subject to separate approval once the City has reviewed the relevant audited financial statements and made a determination that the program provides sufficient coverage to meet the City's requirements. The City has recently joined SPARTA (Service Providers & Artisans Trade Activities Program) to accommodate smaller contractors and service providers who have difficulty in meeting the City's insurance requirements. The SPARTA Program offers a general liability program that provides the $1 million limit and, upon request, will also provide auto insurance with the $1 million limit (only in conjunction with the purchase of general liability insurance). SPARTA is only available during the time your company is under contract with the City. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 6 August 10,2010 Insurance is provided on a per project basis and is overseen by the Municipality Insurance Services, Inc. Essex Insurance Company provides coverage and is an A++ rated company. There is a 24-hour response time and coverage is immediate. A quote may be obtained by calling 1-800-420-0555 or online at www.2sparta.com. Type of work covered: A. Personal services contracts; B. General contractors and their subcontractors (certain specialty trades excluded); C. Consultants; and D. Providers of goods. H. Waiver of Modification of the Insurance_Reguirements Any waiver or modification of the insurance requirements can only be made by the City's Risk Manager or designee at City's discretion. If you do not believe that the insurance requirements apply to you (e.g., you do not have employees and therefore are not subject to the State workers' compensation insurance requirements; you do not drive an automobile in connection with the services you provide to the City; professional liability or errors and omissions liability insurance is not available for the type of services you are performing, etc.), please submit a written request for waiver or modification of the insurance requirements and the reasons underlying your request to the Risk Manager. All requests for waiver or modification will be reviewed and a final determination rendered by the Risk Manager. 7-9 PERMITS 7-9.1 Business License. The Contractor and all of its subcontractors shall possess a current City business license issued by the City prior to commencement of the Work, in accordance with Title 3 of the City's Municipal Code. The Contractor shall obtain a Business License from the City of Palm Springs prior to commencement of work. The Business License can be obtained from the City of Palm Springs, Business License Office, 3200 Tahquitz Canyon Way, Palm Springs, CA. 92262, (760) 323-8289. 7-9.2 City of Palm Springs Construction Permit. The Contractor shall be required to obtain and sign a City of Palm Springs Construction Permit prior to commencement of the Work, but the fee for this permit shall be waived. The Construction Permit can be obtained from the office of the Engineer, 7-9.3 National Pollution Discharge Elimination System (NPDES) Permit — This project is subject to the requirements of General Permit No. CAS000002 issued by the State Water Resources Control Board. This permit regulates storm water discharges associated with construction activities. The Contractor shall be required to prepare a Strom Water Pollution Prevention Plan (SWPPP) for this project, which shall be submitted to the Engineer for review and RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 7 August 10,2010 approval at the Pre-Construction Conference. The Contractor's attention is directed to the California Department of Transportation (Caltrans)website at: www.dot.ca.gov/hq/construc/stormwater/manuals.htm The Caltrans website contains SWPPP templates and other important information necessary in the preparation of a SWPPP for public works projects. The Contractor shall ensure that the SWPPP prepared for this project complies with the standards established by Caltrans and made available on the Caltrans website identified above. Upon approval of the SWPPP by the Engineer, the City shall submit a Notice of Intent (NOI) to the Regional Water Quality Control Board (RWQCB). Although this project is subject to General Permit No. CAS000002, the Contractor does not need to file a Notice of Intent for coverage under the State Water Resources Control Board's General NPDES Permit for Discharges of Storm Water Runoff Associated with Construction Activity (Statewide General Permit) provided the Notice of Intent is filed with the RWQCB, in accordance with Board Order No. 2008-0001 NPDES No. CAS617002. The City will designate the Contractor's Construction Superintendent as the individual directly responsible for the implementing the SWPPP requirements, and maintenance of the documentation contained therein, during the course of construction until the project has been accepted as complete by the City. The Construction Superintendent shall keep the SWPPP at the project site and make it available for review upon request of a representative of the RWQCB or the Engineer. The Construction Superintendent shall prepare a Construction Schedule and BMP Sequencing Schedule for the project and include it into the SWPPP at the designated location. Special. Note: The Contractor shall ensure it has prepared, in advance, the required SWPPP for submittal at the Pre-Construction Conference. Failure to have prepared an adequate SWPPP for submittal at the Pre-Construction Conference will delay Contractor's start of work, however, the Notice to Proceed shall be issued and working days shall commence, irregardless of construction work occurring due to the Contractor's delay in preparing and submitting an adequate SWPPP for the Engineer's approval. The Construction Superintendent shall prepare a Notice of Termination (NOT), included in the SWPPP, and submit it to the RWQCB following acceptance of the work by the City, but prior to final payment. A copy of the NOI and NOT forms is included in the Appendix. Throughout the duration of the work, the Construction Superintendent shall ensure the following construction monitoring actions are performed: 1. Conduct site inspections before and after storm events. 2. The Regional Board may require the Contractor to conduct additional site inspections, submit reports and certifications, or to perform sampling and analysis. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 8 August 10,2010 3. Conduct inspections of construction sites prior to anticipated storm events and after actual storm events to identify areas contributing to a discharge of storm water .associated with construction activity, and evaluate whether control practices to reduce pollutant loadings identified in the Storm Water Pollution Prevention Plan are adequate and properly implemented or whether additional control practices are needed. A record of the inspections must include the date of the inspection, the individual(s) who performed the inspection, and the observations. 4. Any noncompliance or anticipated noncompliance shall be reported to the Engineer immediately, for reporting to the Regional Water Quality Control Board (RWQCB). The notifications shall identify the type(s) of noncompliance, describe the actions necessary to achieve compliance, and include a time schedule, subject to the modifications by the RWQCB, indicating when compliance will be achieved. The Contractor shall maintain a copy of the General Stormwater Permit and the SWPPP at the construction site and shall make the General Stormwater Permit available to operating personnel and local, State, and Federal agencies' representatives during construction activities. Should the Contractor elect not to have a construction field office, the Engineer will, on request, reserve filing space within the facilities for City Inspection Personnel to assist in complying with this requirement. The Contractor shall allow authorized agents of the California Regional Water Quality Control Board (Regional Board), State Water Resources Control Board, U.S. Environmental Protection Agency, and local storm water management agencies, upon the presentation of credentials and other documents as may be required by law, to: 1. Enter, at reasonable times, upon the construction site and the Contractor's facilities pertinent to the work. 2. Have access to and copy, at reasonable times, any records that must be kept as specified in the General Stormwater Permit, 3. Inspect, at reasonable times, the construction site and related erosion and sediment ' control measures. 4. Sample or monitor, at reasonable times, for the purpose of ensuring compliance with the General Stormwater Permit. Prior to commencing work, the Contractor shall make such amendments to the SWPPP as are required to make it coincide with the Contractor's planned operations and submit the amendments to the Engineer for approval and file. The amendments shall include an Erosion Control Plan (ECP), described in Section "Construction Project Diversion and Control of Water", along with any plan for water pollution control measures. The amended and approved SWPPP shall be kept at the project field office. The Contractor is notified that the SWPPP must be amended from time to time during construction to reflect actual construction practices and such amendments shall be submitted to the Engineer within five (5) working days of the Engineer's written request. If the Contractor plans to amend the SWPPP, due to field conditions or any other RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 9 August 10,2010 reason, he shall propose the necessary amendments to the Engineer for approval at least five (5)working days prior to implementation. The SWPPP and amendments shall not be construed to be a waiver of the Contractor's obligation to review and understand the General Stormwater Permit before submitting a Bid. By submitting a Bid, the Contractor acknowledges satisfaction as to the requirements of the General Stormwater Permit. Payment — Pull compensation for preparation of a Storm Water Pollution Prevent Plan (SWPPP), and for establishing and implementing, Best Management Practices (BMPs), and monitoring and maintaining the BMP's identified in the SWPPP throughout the duration of this project shall be considered as included in the lump sum bid item price for "Mobilization," which price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work involved to establish, implement, monitor and maintain the BMP's required by the SWPPP, and no additional compensation shall be allowed therefore. 7-9.4 Construction Activity Permit, California Division of Occupational Safety and Health (DOSH) — This project includes excavations greater than 5 feet deep. The Contractor shall be required to obtain a Construction Activity Permit from the California Department of Industrial Relations, Division of Occupational Safety and Health, for excavation of trenches required for this project. A copy of the Permit shall be provided to the Engineer at the Pre-Construction Conference. 7-10 SITE CLEANUP Throughout all phases of construction, including suspension of work, and until final acceptance of the project, the Contractor shall keep the work site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance, as required in Section 10-1.1 of these Special Provisions. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. Materials and equipment shall be removed from the site as soon as they are no longer necessary; and upon completion of the work and before final inspection the entire worksite shall be cleared of equipment, unused materials, trash, rubbish and debris so as to present a satisfactory clean and neat appearance, as approved by the Engineer. All cleanup costs shall be absorbed in the Contractor's bid. Full compensation for all work required in this section shall be considered as included in the contract prices paid for the related items of work and no additional compensation will be allowed therefor. 7-11 Dust Control. - The Contractor shall be responsible for stabilizing the disturbed soil during construction. The method which it will use must be approved by the Engineer. If a water meter is required by the Engineer during construction, the Contractor shall contact the Desert Water Agency at (760) 323-4971 to obtain said RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 10 August 10,2010 meter. The cost of this work shall be included in the price of various items in the Bid Schedule, and no additional payment will be made therefore. The Contractor shall be responsible for maintaining the project site and providing adequate dust control 24 hours a day, everyday, through the duration of the rp iec_, in conformance with City requirements, Section 10 of the Standard Specifications, and to the satisfaction of the City Engineer. The Contractor shall complete and submit a City of Palm Springs Fugitive Dust (PM-10) Control Plan, for review and approval by the City Engineer, at the Pre-Construction Conference. The requirements for a dust control sign shall be waived. Payment -- Full compensation for providing 24 hour dust control and project maintenance shall be considered as included in the contract lump sum price paid for mobilization, and no additional compensation will be allowed therefore. - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL RESPONSIBILITIES OF THE CONTRACTOR CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 7-PAGE 11 August 10,2010 SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL - - BLANK- - - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL FACILITIES FOR AGENCY PERSONNEL CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 8-PAGE 1 August 10,2010 SECTION 9 - MEASUREMENT AND PAYMENT 9-1 GENERAL 9-1.1 Payment. - Payment for the various items of the Bid Sheet(s), as further specified herein, 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 Special Provisions, and as shown on the Drawings, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including the Safety and Health Requirements of the California Division of Industrial Safety and the Occupational Safety and Health Administration of the U.S. Department of Labor(OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Sheet(s), and all costs therefor shall be included in the prices named in the Bid Sheet(s)for the various appurtenant items of work. 9-1.2 Partial and Final Payments. - Acceptance of any progress payment accompanying any estimate without written protest shall be an acknowledgement by the Contractor that the number of accumulated contract days shown on the associated statement of working days is correct. Progress payments made by the City to the Contractor after the completion date of the Contract shall not constitute a waiver of liquidated damages. Subject to the provisions of Section 22300 of the 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 City for payment. All billings shall be directed to the Engineer. No partial payment will be made for any materials on hand which are furnished but not incorporated in the work. Payments shall be processed in accordance with Section 9-3 "Payment" of the Greenbook Standard Specifications for Public Works Construction, provided, however, that the Contractor shall make an approximate measurement of the work performed prior to the closure date of each month to serve as the basis of an invoice for making monthly payments. The closure date shall be established as the last day of the month in which work is performed. The Engineer shall review the Contractor's monthly measurement of the work, and shall either reject or approve the measurements. If rejected, the Contractor shall revise the monthly measurement of work according to the Engineer's measurements, and resubmit for approval by the Engineer. The Contractor shall receive payment by mail to the Contractor's business address within 30 days of the Engineer's approval of the Contractor's monthly measurement of the work. Payments shall not be made more frequently than once per month. RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL MEASUREMENT AND PAYMENT CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 9-PAGE 1 August 10,2010 The Contractor shall submit with its invoice the Contractor's conditional waiver of lien for the entire amount covered by such invoice; valid unconditional waivers of lien from the Contractor and all subcontractors and material-men 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 City, the Contractor shall submit a final waiver of lien for the Contractor's work, together with releases of lien from any subcontractor or material-men. 9-2 PAYMENT SCHEDULE 9-2.1 Bid Schedule. - All pay line items will be paid for at the unit prices named in the Bid Sheet(s) for the respective items of work. The quantities of work or material stated as unit price items on the Bid Sheet(s) are supplied only to give an indication of the general scope of the Work. The City does not expressly, nor by implication, agree that the actual amount of work or material will correspond therewith, and reserves the right after the award of Contract to increase or decrease the quantity of any unit price item of work, and shall have the right to delete any Bid item in its entirety, or to add additional Bid items. 9-2.2 Initial Mobilization — Mobilization items listed herein be completed as specified. Mobilization shall include the obtaining of all bonds, insurance, and permits, moving onto the site of all plant and equipment, and the furnishing and erecting of plants, temporary buildings, and other construction facilities, all as required for the proper performance and completion of the Work. Mobilization shall include, but not be limited to, the following principal items: 1. Moving onto the site of all Contractor's plant and equipment required for the first month's operations. 2. Installing temporary construction power, wiring, and lighting facilities in accordance with Section 7-8.5, "Temporary Light, Power, and Water" of the Standard Specifications and these Special Provisions. 3. Providing on-site communication facilities for the Contractor and the Engineer, including telephones, 2-way radios, pagers, modems, and facsimile machine, as specified in these Special Provisions. 4. Providing on-site sanitary facilities and potable water facilities, as specified per Paragraph 7-8.4, "Sanitation" of the Standard Specifications. 5. Furnishing, installing, erecting, and maintaining all storage buildings or sheds required for the temporary storage of any products, equipment, or materials that have not yet been incorporated into the Work. All such storage facilities shall meet or exceed the material manufacturer's published storage requirements and these Special Provisions, including any ambient temperature and humidity RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL MEASUREMENT AND PAYMENT CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 9-PAGE 2 August 10,2010 I controls, if recommended by the material manufacturer, and for all security and safety on and about the site of the Work. 6. Arranging for, and erection of, the Contractor's construction and storage yard per Section 7-10, "Public Convenience and Safety" of the Standard Specifications. 7. Obtaining and paying for all required bonds, insurance, and permits. 8. Posting all OSHA-required notices, and establishment of OSHA-approved safety programs. 9. Having the Contractor's superintendent at the job site full-time. 10. Submitting of the required Construction Schedule, as specified in the Section 6-1, "Construction Schedule and Commencement of Work" of the Standard Specifications. 11. Providing 24 hour dust control and project maintenance. 12. Preparation of a Storm Water Pollution Prevent Plan (SWPPP), and for establishing and implementing, Best Management Practices (BMPs), and monitoring and maintaining the BMP's identified in the SWPPP throughout the duration of this project. In addition to the requirements specified above, all submittals shall conform to the applicable requirements of Section 2-5.3, "Shop Drawings and Submittals" of the Standard Specifications. Payment — Payment for mobilization shall be made at the lump sum bid item price for "Mobilization," in the Bid Schedule, and no additional compensation will be allowed therefore. Partial payments for mobilization shall be made to the Contractor in accordance with Section 11-1.02 "Payment," of the Caltrans Standard Specifications dated May 2006. END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL MEASUREMENT AND PAYMENT CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 9-PAGE 3 August 10,2010 I I SECTION 10 -- CONSTRUCTION DETAILS 10-.1 GENERAL 10-1.1 Record Drawings The Contractor shall maintain a complete set of record drawings at the job site. All documents including contract and shop drawings shall be legibly marked showing each actual item of record construction including: 1. Measured depths of elements in relation to fixed datum points. 2. Measured horizontal and vertical locations of underground utilities and appurtenances with reference to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction with reference to visible and accessible features of construction. 4. Field changes of dimensions, locations and/or materials with details as required to clearly delineate the modifications. 5. Any details not in original contract drawings developed by the City or the Contractor through the course of construction necessary to clarify or modify the contract drawings. The Contractor is advised that complete and accurate records of the construction of the storm drain improvements shall be required, including survey of "as-built" conditions, including all flowline invert elevations, transition structures and manholes, and in-place location of all facilities, as required by the Engineer. The Contractor shall legibly modify the contract specifications to reflect actual items of record construction including: 1. Manufacturer, trade name, and catalog number of each product actually installed, particularly optioned items and substitute items. 2. Changes made by addendum or modifications. The Contractor shall maintain all record information daily and make this information available to the Project Inspector upon request. The Contractor's progress payment will not be approved unless project record drawings are current. Full compensation for compliance with the proceeding requirements shall be considered as being included in the various Contract items in the Bid Schedule(s), and no additional compensation will be allowed therefore. 10-1.2 Order of Work The first order of work shall be the ordering of pre-cast reinforced concrete storm drain materials, and all other materials requiring long lead-times consistent with the requirements of Section 4-2.2 of these Special Provisions. The Contractor shall order all long lead-time supplies, materials, and equipment, within 3 working days after the award of Contract by the City. The Contractor is advised that award of this Contract is tentatively scheduled for October 6, 2010. The Contractor shall be RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 1 August 10,2010 I responsible for being aware of the Contract award date, and for placing orders for all long lead-time items within 3 working days following contract award. The second order of work shall be to install traffic control required for the work. The third order of work shall be to install initial project Storm Water Pollution Prevention Control BMP's. The order of the work is recommended by the Engineer as the most efficient process of completing the work in an orderly and timely manner. The Contractor may submit a revised Project Work Order Plan at the Pre-Construction Conference, for review and approval by the Engineer, identifying an alternate sequencing of the Work preferred by the Contractor. A revised Project Work Order Plan must ensure that traffic impacts are minimized to the greatest extent possible at major intersections within the working time allowance herein specified. Existing pavement shall not be removed from successive stages until the previous stage has been base paved and temporary striping has been completed. Two lanes of traffic (one lane in each direction) shall be maintained during all construction, unless otherwise allowed by the Engineer, in which case a minimum of one lane of traffic shall be maintained with flaggers for direction of traffic, for work performed outside of the construction areas. Attention is directed to Section 10-2 "Traffic Control," of these Special Provisions, and to the Traffic Control Plans. The Contractor shall secure the project area, any work sites, and open traffic if no controlling road work has occurred within 3 working days. The travel way shall be smooth and passable, subject to the approval of the Engineer. At the end of each working day, if a difference in excess of 0.25 feet exists between the elevation of the existing pavement and the elevation of any excavation within 5 feet of the traveled way, material shall be placed and compacted against the vertical cuts adjacent to the traveled way. During excavation operations, native material may be used for this purpose, however, once the placing of the structural section commences, structural material shall be used. The material shall be placed to the level of the elevation of the top of existing pavement and tapered at a slope of 1:4 (vertical:horizontal) or flatter to the bottom of the excavation. Treated base shall not be used for the taper. Full compensation for placing the material on a 1:4 slope, regardless of the number of times it is required, and subsequent removing or reshaping of the material to the lines and grades shown on the Plans shall be considered as included in the various Contract items in the Bid Schedule(s), and no additional compensation will be allowed therefore. No payment shall be made for material placed in excess of that required for the structural section. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 2 August 10,2010 I I The new asphalt concrete pavement shall not be placed until all underlying storm drains ' have been installed. The top (final or cap) layer of asphalt concrete pavement shall not be placed until all asphalt concrete base paving has been completed. Final traffic striping and markings shall not be placed until all final asphalt concrete paving has been I completed and deemed acceptable by the Engineer. 10-1.3 Inspection of Work and Testing Laboratory Description. Inspection of the work will be under the supervision of Palm Springs City Engineer and/or Chief Engineer of the Riverside County Flood Control and Water Conservation District will include monitoring and enforcing compliance of materials, equipment, installations, workmanship, methods and requirements of the contract documents. The Engineer may be represented on the work site by Inspectors and other duly authorized representatives. All submittals and correspondence between the City and the Contractor, related to inspection of the work on this contract, shall be directed to the Palm Springs City Engineer and/or Chief Engineer of the Riverside County Flood Control and Water Conservation District or their representative. Testing Laboratory. The Palm Springs City Engineer shall be responsible for providing a certified laboratory for the testing of all materials and work on this project (as required). The Contractor shall notify the city engineer no less than two (2) working days in advance of any required materials testing. Full compensation for compliance with the proceeding requirements shall be considered as being included in the various Contract items in the bid schedule and no additional compensation will be allowed therefore. 10-2 TRAFFIC CONTROL 10-2.1 Maintaining Traffic — Attention is directed to Sections 7-10, "Public Convenience and Safety," of the Standard Specifications. 10-2.2 Field Operations — The Engineer retains the authority to initiate field changes in traffic control to ensure public safety and minimize traffic disruptions. The Contractor shall maintain all traffic control devices in proper working condition 24 hours a day, 7 days a week for the duration of the Work, regardless of whether the subject traffic control devices were originally included in the Contract or were added at the discretion of the Engineer. All traffic control devices shall be removed from view and non- operational when not in use. 10-2.3 Construction Signing, Lighting and Barricading — Construction signing, lighting and barricading shall be provided on all projects as required by City Standards or as RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 3 August 10,2010 I I I directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 of the 2003 MUTCD and Part 6 of the 2004 MUTCD CA supplement, T11, T12, and T13, of the May 2006 State Standard Plans shall be used as applicable, or subsequent editions in force at the time of construction. These signs and barricades shall be indicated on and be an integral part of the approved Traffic Control Plans. I 10-2.4 Traffic Control Plans — The Contractor shall be required to submit Traffic Control Plans, prepared by a California registered civil engineer, for review and approval by the City Engineer. The Traffic Control Plans shall be submitted to the Engineer for review at ' the Pre-Construction Conference. All traffic control used for this project shall be in accordance with the approved Traffic Control Plans. I 10-2.5 Temporary No Parking Signs — Temporary No Parking signs shall be posted at least 24 hours, but no more than 48 hours in advance of the work. The signs shall be ' placed no more than 100 feet apart on each side of the street and at shorter intervals if i conditions warrant. The Contractor shall provide the signs and will be responsible for adding the dates and hours of closure to the signs. Removal of signs and furnishing and placing of barricades, if necessary, for posting of signs shall be provided by the ' Contractor. All signs shall be removed within 24 hours after the effective date. 10-2.6 Notice to Property Owners or Businesses — The Contractor shall notify the property owners or occupants of affected properties with a written notice 48 hours prior to the beginning of construction. Said notice shall be prepared and submitted to the ' Engineer for approval prior to notifying property owners or occupants of affected properties. 10-2.7 Traffic Disruptions — For all road closures, road detours, lane closures, and all night operations, the Contractor shall obtain written approval from the Engineer a minimum of 2 working days prior to the commencement of the Work. All warning signs shall be manufactured with high intensity faces and legends, and shall be placed at least 7 calendar days prior to the commencement of construction. All work done on major and secondary thoroughfares shall utilize solar powered flashing arrow boards, and all signs shall remain in place during nighttime hours. Any of the Contractor's work that may disrupt normal traffic signal operation shall be coordinated with the Engineer a minimum of 2 working days prior to the commencement of the Work. 10-2.8 Traffic Signal Operations — The Contractor shall not modify the traffic signal ' timing. The Contractor shall notify the Engineer 2 working days in advance of any lane closures or detector loop removals so that the City can modify the traffic signal timing appropriately at any signalized intersection. 10-2.9 Travel Lanes — In public streets, during working hours, the Contractor shall maintain not less than one lane of traffic open in each direction at all times. At night and during non-working hours, the Contractor shall leave the work site in a safe condition and allow for the full use of two lanes of traffic. RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL. CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 4 August 10,2010 I I I Flaggers shall be utilized to ensure the safe flow of traffic at intersections and businesses that may be affected. This work shall be included in the lump sum bid item price for "Traffic control," in the Bid Schedule(s), and no additional compensation will be allowed therefore. I 10-2.10 Detours — The Contractor shall provide, install, and remove any detours for the routing of vehicular and pedestrian traffic as shown on the approved Traffic Control Plans, as specified in the Special Provisions, or as directed by the Engineer. Payment for such work shall be included in the lump sum bid item price for "Traffic Control," in the Bid Schedule(s), and no additional compensation will be allowed therefore. 10-2.11 Traffic Access and Control -- The Contractor shall provide and maintain all necessary traffic control to protect and guide traffic around all work in the construction zone, including solar-powered arrow boards. All traffic controls shall be clearly posted with signs prior to the commencement of the Work. All traffic restrictions listed herein shall supplement any other traffic control requirements of the City, and are not intended to replace any part of these requirements. Local access shall be maintained to all properties, fronting the Work at all times. 10-2.12 Parking and Access — Access shall be maintained to all driveways within the construction zone, unless other prior arrangements have been made with the Engineer and the affected property owner. 10-2.13 Pedestrians — The Contractor shall erect signs and barricades to direct ' pedestrians through or around the construction zone. Payment for installation of pedestrian signs and barricades shall be included in the lump sum bid item price for "Traffic Control," in the Bid Schedule(s), and no additional compensation will be allowed therefore. The Contractor shall coordinate with SunLine Transit Agency prior to affecting the use of any existing bus stops. The Contractor shall contact Anita Petke at (760) 343- 3456 a minimum of 15 days prior to commencing work that will affect any existing bus stop. 10-2.14 Public Safety During Non-Working Hours — Notwithstanding the Contractor's primary responsibility for safety at the site of the Work when the Contractor is not present, the Engineer, at his option, after attempting to contact the Contractor, may direct City forces to perform any functions he may deem necessary to ensure public safety at or in the vicinity of the site of the Work. If such procedures are implemented, the Contractor shall be responsible for all expenses incurred by the City. 10-2.15 Measurement and Payment — Measurement for payment for traffic control will be based upon the completion of all planning, design, engineering, furnishing, and construction, and maintenance and removal, of all traffic control as a lump sum item, complete, as required under the provisions of any permits, and in accordance with the Standard Specifications and these Special Provisions. Payment for traffic control shall be made at the lump sum bid item price for "Traffic Control", and no additional compensation shall be allowed therefore. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 5 August 10,2010 I I ► 10-3 REMOVALS 10-3.1 Clearing and Grubbing -- All clearing and grubbing shall conform to Sections ► 300-1.1, 300-1.2, 300-1.3, and 300-1.4 of the Standard Specifications. Clearing and grubbing and miscellaneous removals shall consist of removing all existing I objectionable natural materials and existing improvements in the area of the proposed Work to the satisfaction of the Engineer. Said objectionable materials shall be hauled away and properly disposed of. Clearing, grubbing and miscellaneous removals shall specifically include removal of existing curbs, gutters, sidewalk, curb ramps, drainage I structures, asphalt concrete pavement and miscellaneous improvements, as well as all other miscellaneous improvements as shown and indicated on the plans, but not separately paid for in the Bid Schedule(s) or not individually specified in these special provisions. I Special Note: Payment for clearing, grubbing and miscellaneous removals, relocations I or adjustments not specifically identified on the Plans, not specifically designated in these Special Provisions or separately paid for in the Bid Schedule(s), shall be considered as included in the various bid items of work, and no additional compensation shall be I allowed therefore. The Contractor shall be required to adequately and completely remove any and all existing improvements within the limits of the Work, as necessary to construct I the required improvements. ' 10-3.2 Existing Facilities — It shall be the Contractor's responsibility to protect all existing improvements not designated for removal. Should the Contractor anticipate removal of any sidewalk, handicap ramps, curbs, gutters, driveway approaches, trees, hedges, oleanders, fences, walls, signs, water valves, irrigation system components and associated electrical service, etc., that is not identified on the Plans for removal, repair and replacement shall be at least equal to the existing improvements prior to such damage, all in accordance with requirements of the Contract Documents. The Contractor shall be responsible for any and all damage done to existing property and ' adjacent properties during all construction work under this contract, and the Contractor, at its expense, shall make any repairs that result from its operations, to the approval of the I Engineer and the subject property owner. Damaged or removed traffic striping shall be replaced by the Contractor with permanent striping within 24 hours of damage or removal, or replaced with temporary striping at the discretion of the Engineer. I 10-3.3 Rights of Way — The Contractor shall not do any work that would affect any oil, gas, sewer, or water pipeline; any telephone, television, telegraph, or electric transmission line or cable; any fence; or any other structure, nor shall the Contractor enter upon the rights-of-way involved until notified by the Engineer that the City has secured authority therefore from the proper party. After authority has been obtained, the Contractor shall give said party due notice of its intention to begin work, and shall give said party RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 6 August 10,2010 ► ► convenient access and every facility for removing, shoring, supporting, or otherwise ► protecting such improvements and for replacing same. ► Maintaining in Service: All oil and gasoline pipelines, power, and telephone television, or other communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm ► drain lines, poles, and overhead power and communication wires and cables encountered ► along the line of the Work shall remain continuously in service during all the operations ► under the Contract, unless other arrangements satisfactory to the Engineer are made with ► the owner of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. The Contractor shall be responsible for and shall repair all damage due to its ' operations, and the provisions of this Section shall not be abated even in the event such ► damage occurs after backfilling or is not discovered until after completion of the backfilling. 10-3.4 Disposal Site — The Contractor shall specify the route and the disposal site of the material that is required to be removed and hauled away. The Contractor shall provide ► this information at the Pre-Construction Conference. I The Contractor shall not stockpile any removals on any adjacent lots, with or without the ' property owner's approval. 10-4 EARTHWORK 10-4.1 Description — This section covers the following contract items: box excavation, pipe excavation, structure excavation, pipe backfill, box backfill, structure backfill, riprap and filter material. 10-4.2 General Excavation Requirements — Pipe Excavation shall be performed in accordance with Section 306 of the Standard Specifications. The Structure Excavation shall be performed in accordance with Section 300-3 of the Standard Specifications. All other excavation shall be performed in accordance with Section 300-2 of the Standard Specifications. Access to trenches shall be provided in accordance with Section 306- 1.1.4 and the manner of bracing excavations shall be provided in accordance with Section 306-1.1.6 of the Standard Specifications. Excavation shall be kept to the minimum widths required for efficient placing of the pipe or structure and the construction of the various other concrete structures. The maximum length of open trench shall be in conformance with Section 306-1.1.2 of the Standard Specifications. In excavating for surfaces against which concrete is to be placed, care shall be exercised in removing the final lift. Upon completion of excavation for structures and pipe, surfaces against which concrete is to be placed shall be free of debris, mud or ponded water. The foundation for all concrete structures including concrete boxes will be inspected and tested after excavation. The subgrade shall be compacted to ninety (90) percent relative compaction prior to the placement of concrete. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 7 August 10,2010 I I I Material which will not provide a suitable foundation shall be removed and replaced with ► compacted select material as directed by the Engineer. ► Any over-excavation shall be filled with select material compacted to ninety (90) percent relative compaction and meeting the material requirements for backfill. Slides and materials eroding into the work shall be removed by the Contractor and the ► slopes and grades refinished to original grades as specified. ► The Contractor shall dispose of all surplus excavated material outside of the limits of the I construction easements and permanent rights of way. I 10-4.3 Structure Excavation — Structure Excavation includes the removal of all material including asphalt concrete pavement, aggregate base, abandoned pipelines and concrete from within the excavation paylines as specified and as required for the construction and I installation of the reinforced concrete box, junction structures, manholes and transition I structures as shown on the Drawings, and the disposal of all surplus material. All asphalt concrete pavement and Portland cement concrete shall be sawcut unless otherwise ' specified. I Payment - No quantities for structure excavation have been estimated for this project. It is the Contractor's responsibility to estimate all required earthwork, and to include the cost associated therewith in the Bid. Measurement and payment for all structure excavation ' shall be considered as included in the various bid items of work associated with the structure excavation, and no additional compensation will be made therefore. 10-4.4 Pipe Excavation — Pipe Excavation includes the removal of all material including asphalt, aggregate base, abandoned pipelines and concrete from within the excavation paylines as specified and as required for the construction and installation of the reinforced concrete pipe as shown on the Drawings, and the disposal of all surplus material. All asphalt concrete pavement and Portland cement concrete shall be sawcut unless otherwise specified. Payment — No quantities for pipe excavation have been estimated for this project, It is the Contractor's responsibility to estimate all required earthwork, and to include the cost associated therewith in the Bid. Measurement and payment for all pipe excavation shall be considered as included in the various bid items of work associated with the pipe excavation, and no additional compensation will be made therefore. 10-4.5 General Backfill Requirements — Whenever fill is specified or required (except for pipe backfill) the work shall be performed as set forth in Sections 300-4.1 to 300-4.8 of the Standard Specifications. Backfill for pipe and box shall conform to Section 306-1.3 of the Standard Specifications. No backfill materials shall be placed against the outside walls of cast-in-place concrete structures until the concrete has developed eighty (80) percent of its design strength. No RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 8 August 10,2010 I 1 I I fill or traffic will be permitted on the top of any cast-in-place structure until the structure has attained its design strength. Compressive strength will be determined by test cylinders taken by the Engineer. I Regardless of the method of densification, backfill material shall not be placed against any reinforced concrete structure until the structure has been inspected and approved for backfilling by the Engineer. I Densification of backfill will be accomplished by either mechanical methods or water densification methods as described in (1) and (2) below. All relative compaction tests will be made by the Engineer in conformance with California Test 216. Whenever relative ► compaction is specified to be determined by California Test 216, the in-place density may be determined by (1) Mechanical Compaction — Backfill shall be mechanically compacted by means of tamping rollers, or other mechanical tampers. Impact-type pavement breakers I (stompers), will mot be permitted unless otherwise approved by the Engineer. I All backfill material for structures shall be placed in horizontal, uniform layers and shall be brought up uniformly on each side of the structure. The thickness of each layer of backfill shall not exceed 8-inches before compaction unless otherwise approved by i the Engineer. I (2) Water Densification — As used in these specifications jetting shall be accomplished by the use of a jet pipe to which a hose is attached carrying a continuous supply of water under pressure. I a. Jetting may be allowed for bedding, when approved by the Engineer, in conditions where soils of the trench walls have a sand equivalent not less that 15, provided the Contract takes appropriate action to drain the water. b. Undensified lifts shall not exceed 4 feet. c. Suitable backfill material to be jetted shall have a sand equivalent of 30 or greater. ' d. If cast-in-place concrete pipe is used, jetting will not be permitted. e. Jetting of the top 4 feet of backfill measured from the subgrade plane will not be permitted in roadway areas. The work shall be performed in such a manner that water will not be impounded. Backfill shall be brought up uniformly on each side of the structure. Jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the required compaction. Approval to use specific methods and compaction equipment shall not be construed as guaranteeing or implying that the use of such methods and equipment will not result in damage to adjacent ground, existing improvements, or improvements installed under the contract, nor shall it be construed as guaranteeing proper compaction. The Contractor shall make his own determination in this regard. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 9 August 10,2010 I I I I All backfill and bedding around structures, pipes and boxes shall be compacted to not less than ninety (90) percent relative compaction. Where such material is placed under I existing paved roadways, the top 3 feet, measured from the finished paving, shall be I compacted to ninety-five (95) percent and shall be compacted by Method (1). I Trench bottoms for structures and pipe shall be graded to provide firm and uniform I bearing throughout the entire length of the structures and pipe. I I Pipe bedding shall consist of well graded granular material having a sand equivalent value of not less than 30 and be capable of being readily consolidated by jetting and I vibrating. Pipe bedding shall be placed to 1-foot above the top of the reinforced concrete C pipe as shown on the drawings. The Contractor may use onsite material for pipe bedding I subject to the approval of the Engineer and provided it meets the requirements as set I forth above. Should onsite material be unsatisfactory, the Contractor will be required to import suitable material. I Backfill material placed above the bedding shall consist.of either select material from the excavation, or imported material, as approved by the Engineer. Payment — No quantities for structure backfill, pipe backfill, or unclassified fill, have been I estimated for this project. It is the Contractor's responsibility to estimate all required earthwork, and to include the cost associated therewith in the Bid. Measurement and payment for all backfill shall be considered as included in the various bid items of work associated with the various excavations, and no additional compensation will be made therefore. I 10-5 SUBGRADE PREPARATION 10-5.1 Subgrade Preparation — Preparation of subgrade shall conform to Section 301- 1.2 of the Standard Specifications. The subgrade shall have a minimum thickness of 24 inches. Where indicated on the Plans, asphalt concrete pavement is to be placed on a specified layer of crushed miscellaneous base. The top 6 inches of subgrade material shall be compacted to a relative compaction of 95 percent in accordance with the City of Palm Springs Standard Drawing Number 110. However, subgrade material where curb, gutter, and sidewalk are to be constructed shall be compacted to a relative compaction of 90 percent in conformance with Section 301-1.3 of the Standard Specifications. 10-5.2 Grade Tolerance — Immediately prior to placing subsequent layers of material thereon, the grading plane, at any point, shall not vary more than 0.05 feet above or below the grade established on the Plans. 10-5.3 Watering — Water for use in subgrade preparation shall be potable, therefore, there is no need to obtain reclaimed wastewater permits. Water shall be applied to compact soil, subgrade, base, and surfacing material through the use of a watering truck which shall spray water uniformly. No chemical additives shall be used during the water application process. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 10 August 10,2010 I I 1 1 10-5.4 Payment — Payment for preparation of subgrade shall be considered as included in the various bid items of work, and no additional compensation will be made therefore. 1 1 10-6 AGGREGATE BASE 1 10-6.1 Material — All base material shall be Class 2 aggregate base that has been 1 imported to the site. Base material shall conform to "3/" Maximum" aggregate grading 1 requirements in accordance with Section 26-1.02A "Class 2 Aggregate Base," of the 1 Caltrans Standard Specifications dated May 2006. Preparation of all base material shall conform to Section 26 "Aggregate Bases," of the Caltrans Standard Specifications dated 1 May 2006. Within all excavated trenches, the Contractor shall spread and compact a layer of aggregate base equal in depth to the existing layer of aggregate base, or 6", whichever is less. Aggregate base shall be compacted to 95% relative compaction. 10-6.2 Payment -- Payment for all base material used in this project shall be considered as included in the various bid items of work, and no additional compensation will be made i therefore. I 10-7 ASPHALT CONCRETE ' 10-7.1 Material — Asphalt concrete pavement shall conform to Section 39 "Asphalt Concrete," of the Caltrans Standard Specifications dated May 2006. The amount of asphalt binder to be mixed with the aggregate shall be proposed by the Contractor for approval by the Engineer. The Contractor shall submit its mix designs for the asphalt concrete pavement specified herein, for review and approval by the Engineer, a minimum i of ten (10) working days prior to construction of asphalt concrete pavement. The Contractor shall be responsible for providing the Engineer with all required technical and material specifications necessary to review the Contractor's proposed mix designs. Modification of the amount Of asphalt binder shall be made to the Contractor's mix designs as may be required by the Engineer. Commencement of construction of asphalt concrete pavement shall not occur until the Contractor has received the Engineer's approval of proposed mix designs. All asphalt concrete pavement used on this project shall consist of Type B, 3/ inch Maximum, Medium, gradation. The Contractor shall repair all trenches and excavations in accordance with City of Palm Springs Standard Drawing No. 115, modified to refer to the Caltrans Standard Specifications for asphalt concrete pavement and aggregate base specified herein. The Contractor shall construct trench repaving to a full depth equal to 1" thicker than the existing asphalt concrete pavement. The Contractor's attention is directed to the Log of Borings included in the Appendix, that identify the existing structural section of the asphalt concrete pavement at those specific locations. In accordance with Section 2-4 "Subsurface Data" of these Special Provisions, the Contractor shall make its own investigations regarding subsurface data represented by the Log of Borings included in the Appendix or the associated Soils Report available for inspection in the office of the City Engineer. RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 11 August 10,2010 1 I The Contractor shall spread and compact each layer of the asphalt concrete pavement in accordance with Section 39-6, "Spreading and Compacting," of the Caltrans Standard I Specifications. This mixture of asphalt concrete shall be placed on a prepared base I course. I Asphalt binder used in the asphalt concrete pavement shall comply with specifications for I Performance Graded (PG) 70-10 asphalt binder, in accordance with Section 92 I "Asphalts," of the Caltrans Standard Specifications. I 10-7.2 Aggregate Sampling and Mix Design — Laboratory tests shall be performed at I the expense of the City, when required by the Engineer, to determine if aggregates at the I plant fall within specifications. Correction to sieves may be necessary if proper I percentages are not met. Sampling of asphalt concrete pavement delivered to the site I and placed on a prepared base course shall be performed by the Engineer to ensure the type of asphalt concrete pavement laid conforms to these Special Provisions, and to the proposed mix designs approved by the Engineer. I 10-7.3 Tack Coat — Tack coat shall be an SS-1 h emulsified asphalt and shall be applied to all clean, existing asphalt concrete pavement, and to all Portland cement concrete surfaces adjacent to new asphalt concrete paving prior to installation of asphalt concrete pavement. The cost of tack coat shall be included in the price for asphalt concrete pavement, and no additional payment will be made therefore. 10-7.4 Measurement and Payment— Payment for all asphalt concrete pavement used in this project shall be considered as included in the various bid items of work, and no additional compensation will be made therefore. I 10-8 PORTLAND CEMENT CONCRETE I 10-8.1 Material -- Portland cement concrete of the class and type shown on City Standard Drawings shall be used to construct new curb, gutter, access ramps, and sidewalk. Where class and type are not specified in the standard drawings or plans, Portland cement concrete of type 560-C-3250 (6 Sack) shall be used for construction, in accordance with Section 201 of the Standard Specifications. 10-8.2 Curb or Curb and Gutter -- Construction of Curb or Curb and Gutter shall conform to the City of Palm Springs Standard Drawing No. 200. Portland cement concrete of type 560-C-3250 (6 Sack) shall be used for construction. Curb and gutter shall be constructed to the dimensions as specified in the City's Standard Drawings, but application details and other specifications not explicitly shown or stated in the City's Standard Drawings, shall conform to Section 303-5 of the Standard Specifications. Existing asphalt concrete adjacent to proposed curb or curb and gutter shall be saw-cut and removed prior to placement of concrete (where required). Use of the existing edge of pavement as a form for new concrete improvements will not be allowed. Payment— No quantities for curb or curb and gutter have been estimated for this project. It is the Contractor's responsibility to estimate all required curb or curb and gutter repair, RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 12 August 10,2010 1 I I I and to include the cost associated therewith in the Bid. Measurement and payment for all curb or curb and gutter repair shall be considered as included in the various bid items of 1 work, and no additional compensation will be made therefore. I 1 10-8.3 Sidewalk — Construction of 4" concrete sidewalk shall conform to City of Palm Springs Standard Drawing No. 210. Sidewalk shall be constructed to the dimensions as I specified in the City's Standard Drawing and as shown on the Plans, but application I details and other specifications not explicitly stated or shown in the City's Standard I Drawing shall conform to Section 303-5 of the Standard Specifications. Portland cement concrete material shall be Portland Cement Concrete of type 560-C-3250 (6 Sack). I 1 Payment — No quantities for sidewalk have been estimated for this project. It is the I Contractor's responsibility to estimate all required sidewalk repair, and to include the cost I associated therewith in the Bid. Measurement and payment for all sidewalk repair shall be considered as included in the various bid items of work, and no additional I compensation will be made therefore. I I 10-8.4 Vandalism — The Contractor is responsible for protecting all new Portland cement concrete construction from vandalism. All construction of Portland cement concrete shall I be conducted under direct supervision of the Contractor's staff, and shall be monitored I until the work has adequately cured and is not susceptible to damage from vandalism. I Any vandalism identified on new concrete construction shall be removed and replaced by I the Contractor, as required and directed by the Engineer, at no additional cost to the City. 10-9 REINFORCED CONCRETE STRUCTURES I 10-9.1 Description — This section includes specifications regarding reinforcing steel and the various classes of Portland cement concrete to be used for storm drain I improvements. 10-9.2 General Requirements — Concrete for all purposes shall be composed of Portland cement, aggregates and water of the quantities and qualities herein specified and in the required proportions. The ingredients are to be well mixed and brought to the proper consistency and to have a compressive strength at the age of 28 days of not less i than the amount shown in the flowing tabulation for each type of work listed: CONCRETE MINIMUM SACKS TYPE OF WORK POUNDS PER CLASS CEMENT/C.Y. SQUARE INCH A 6 Catch Basins 3,250 B 5 Miscellaneous 3,000 Concrete not otherwise specified I I I RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 13 I August 10,2010 I 10-9.3 Material and Methods —All concrete materials, methods, forms and proportioning shall conform to Sections 51 and 90 and additionally, curb construction shall conform to 1 Section 73 of the Caltrans Standard Specifications, dated May 2006. Combined 1 aggregate grading for all concrete shall be in conformance with Section 90-3.04 of the 1 Caltrans Standard Specifications and the following tabulation for each type of work listed: 1 TYPE OF WORK COMBINED AGGREGATE GRADING 1 1 All other Concrete Structures 1-inch Maximum 1 Fly Ash may be substituted for cement, up to a maximum of 15 percent by weight for all 1 concrete. Fly Ash shall meet the standards of ASTM Designation: C-618. When Fly Ash is used, water reducing agents meeting ASTM Designation: C-494 will be permitted in amounts recommended by the supplier and approved by the Engineer. No other admixture shall be used in any class of concrete without written permission from the Engineer. I Supplementing Section 90-1.01 of the Caltrans Standard Specifications, prior to I placement of any concrete the Contractor shall submit mix design, for all types of 1 concrete to be placed, to the Engineer for approval. Supplementing Section 90-6.03 of I the Caltrans Standard Specifications, concrete delivered to the job site shall be accompanied by a ticket containing the weight of each of the individual ingredients in the I mix. I i 10-9.4 General Reinforcing Steel Requirements — Reinforcing steel for reinforced i concrete boxes, transition structures and retaining wall shall be Grade 60 Billet-Steel. The reinforcing steel for use in structures constructed from State of California, Department of Transportation Standard Plans shall be of Grade 60 or as called for on i those plans. Cleaning, bending, placing and spacing of reinforcement shall conform to the applicable provisions of Section 52 of the State Standard Specifications and to the drawings. The Contractor shall furnish a "Certificate of Compliance" with the Specification of ASTM Designation A-615. All splices shall conform to the requirements of A.C.I. Manual, Standard 318-02. Splices requested by the Contractor for his convenience shall be subject to approval by the Engineer. 10-9.5 Consistency — The consistency of the concrete shall be such as to allow it to be worked into place without segregation. Unless otherwise specified, the slump shall be 3- inches plus or minus 1-inch for all concrete. The slump test shall be performed in accordance with the requirements of ASTM Designation: C-143. Slumps greater than those specified may be cause for rejection of the concrete by the Engineer. 10-9.6 Placing — Supplementing Section 51-1.09 of the Caltrans Standard Specifications, concrete shall not be placed except in the presence of the Engineer. The Contractor shall give reasonable notice to the Engineer each time he intends to place concrete. Such RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO,09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 14 August 10,2010 I 1 1 notice shall be far enough in advance to give the Engineer adequate time to inspect the 1 subgrade, forms, steel reinforcement and other preparations for compliance with the 1 specifications before concrete is delivered for placing. 1 Formed concrete shall be placed in horizontal layers in lefts of not more than 20-inches. 1 Hoppers and chutes, pipes and "elephant trunks" shall be used as necessary to prevent 1 segregation of concrete. 1 1 10-9.7 Form Removal And Finish — Forms shall be removed only when the Engineer has given his approval. Forms shall be removed in such a way as to prevent damage to 1 the concrete. Supports shall be removed in a manner that will permit the concrete to take stresses die to its own weight uniformly. I 1 Forms shall not be removed sooner than the following minimum time or strength after the concrete is placed. These times represent cumulative number of days and fractions of days, not necessarily consecutive, during which the temperature of the air adjacent to the concrete is above 50 degrees Fahrenheit. If the temperature falls below 50 degrees I Fahrenheit at any time after the concrete is placed in the forms, the Engineer will advise the Contractor of additional time required before forms can be removed. I ELEMENT TIME or STRENGTH I Catch Basin 16 —24 hours 1 The finish on all exposed formed surfaces shall conform to Section 51-1.18B Class 1 1 Surface Finish of the State Standard Specifications. The exposed concrete surfaces 1 shall be broomed in a transverse direction with a fine textured hair push broom to produce a uniform surface and eliminate float marks. Brooming shall be done when the surface is 1 sufficiently set to prevent deep scarring. If directed by the Engineer, a fine spray of water shall be applied to the surface immediately in advance of brooming. I Exposed corners of all concrete structures shall be finished with a 3/-inch chamfer. Concrete flatwork shall match adjacent surfaces. The concrete shall be struck off and tamped or vibrated until a layer of mortar has been brought to the surface. The top surface and face of curbs, gutters, catch basins and sidewalks shall be finished to match adjacent surfaces. I 10-9.8 Curing — All concrete shall be prevented from drying for a curing period of at least seven (7) days after it is placed. Surfaces exposed to air during the curing process shall be kept continuously moist for the entire period or until curing compound is applied. Formed surfaces shall be thoroughly wetted immediately after forms are removed and shall be kept wet until patching and repairs and completed. Water or covering shall be applied in such a way that the concrete surface is not eroded or otherwise damaged. Water for curing shall be clean and free from any substances that will cause discoloration of the concrete. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 15 August 10,2010 1 1 1 Concrete may be coated with curing compounded in lieu of the continued application of 1 moisture. The curing compound shall comply with the requirements of Section 90-7.01 B 1 of the State Standard Specifications. The curing compound shall be No. 5 White 1 Pigmented Curing Compound conforming of the requirements of ASTM Designation: C- 309, Type 2, Class B for all concrete surfaces other than for flatwork which shall be coated with a clear or translucent curing compound containing a red fugitive dye. I The curing compound shall be sprayed on the moist concrete surfaces as soon as free water has disappeared, but shall not be applied to any surface until patching, repairs and finishing of that surface are completed. The curing compound shall be thoroughly mixed I immediately before applying, and shall be applied at a uniform rate of not less than one gallon per 150 square feet of surface. No separate payment will be made for the curing compound or its application. 10-9.9 Joints — Joints shall be made at the locations as approved by the Engineer. I Construction joints, when required, shall be located between the transverse joints and l unless otherwise specified by the Engineer, shall utilize %2-inch diameter deformed bars 30-inches long, spaced at 24-inches centers at tie bars. The construction joints shall be I cleaned as set forth in Section 51-1.13 of the State Standard Specifications. Surfaces of construction joints shall be cleaned as set forth in Section 51-1.13 of the I State Standard Specifications. 10-9.10 Catch Basins with Local Depressions - The Contractor shall construct catch basins with local depressions, at the locations and dimensions shown in the plans, in conformance with Riverside County Flood Control and Water Conservation District Standard Drawing No. CB100 and LD201, and details shown in the plans. I Measurement and Payment - Measurement and payment of catch basins shall include payment of construction of associated local depressions with each catch basin. Payment for construction of catch basins, including local depressions, shall be made at the Contract unit prices listed in the Bid Schedule(s), and shall constitute full compensation for construction of the catch basins, including local depressions, complete and in place, including excavation and backfill, disposal of waste, connection to pipes, and all appurtenant materials specified in the referenced standard drawings; installation of aggregate base and asphalt concrete pavement as necessary to repair excavations within existing asphalt concrete pavement; and removal and reconstruction of existing curb, curb and gutter, curb ramps, sidewalks, or other street improvements, and no additional compensation will be allowed therefore. 10-10 REINFORCED CONCRETE PIPE 10-10.1 Description — This section covers the contract item Reinforced Concrete Pipe of the various sizes, as required for the work. Pipe materials, manufacture and quality, shall conform to ASTM Designation: C-76 and C-655. The Engineer shall be furnished a "Certificate of Compliance" signed by the manufacturer of the pipe certifying that the pipe RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 16 August 10,2010 1 1 1 conforms to the ASTM requirements. All q pipe and pipe material supplied by the Contractor shall be new. 1 1 The Engineer will also require the D-load bearing strength test for new pipe, in 1 conformance with Sections 207-2.9.1(1) and 207-2.9.2 of the Standard Specifications as a basis for acceptance of the pipe. I 1 Pipe shall be laid in a trench free of ponded water in conformance with Section 306-1.2.2, I with joints in conformance with Section 306-1.2.4 of the Standard Specifications. Pipe ends shall be cleaned and moistened prior to making up joint. 1 1 10-10.2 Reinforced Concrete Pipe -- The contract items for the various Reinforced Concrete Pipe include the furnishing and installing of the various pipes as specified, including excavation, dewatering, placement of bedding, backfill, trench safety system, compaction (preparation of subgrade), pipe jointing, connection to structures, aggregate base covers Class 2; asphalt concrete, temporary resurfacing, adjusting all existing I manhole covers to finish grade and adjusting water valve cover to finish grade. I I 10-10-3 Measurement and Payment — Measurement of reinforced concrete pipe shall be per linear foot of reinforced concrete pipe constructed. Payment for reinforced concrete pipe shall be made at the Contract unit prices per linear foot listed in the Bid Schedule(s), and shall constitute full compensation for construction of reinforced concrete i pipe, and all earth and trench work including excavation, dewatering, forming, placing of concrete, providing and placing reinforcing steel, placing bedding and backfill to the paylines indicated, compaction efforts, pipe jointing, connection to structures, and joining existing storm drain pipe; installation of aggregate base and asphalt concrete pavement as necessary to repair excavations within existing asphalt concrete pavement; and removal and reconstruction of existing curb, curb and gutter, curb ramps, sidewalks, or ' other street improvements. 10-11 TRENCH SAFETY SYSTEM 10-11.1 Description — This section covers the Trench Safety System. This item is defined as a method of protecting employees from cave-ins, from material that could fall or roll from an excavation face or into an excavation, or from the collapse of adjacent structures. Trench safety systems include support systems, sloping and benching systems, shield systems, and other systems that will provide necessary protection. The item includes the furnishing and implementation of the safety system as required by Section 306-1.1.6 of the Standard Specifications or as directed by the Engineer. 10-11.2 General — Excavation for any trench 5 feet or more in depth shall not begin until the Contractor has received approval, from the Engineer, of a detailed plan for worker protection from the hazards of caving ground during the excavation of the trench. The plan shall show the details of the design of shoring, bracing, sloping or other provisions to be made for worker protection including any design calculations done in the preparation RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 17 August 10,2010 1 of the plan. No such plan shall allow the use of shoring, sloping or a protective system less effective that that required by the Construction Safety Orders of the California Department of Occupational Safety and Health Administration (CAL-OSHA). The plan shall be prepared and signed by an engineer who is registered as a Civil Engineer in the State of California, and the plan and design calculations shall be submitted for review at least 2 weeks before the Contractor intends to begin trenching operations. 1 1 All safety plans shall reflect surcharges loadings imparted to the side of the trench by equipment and stored materials. Surcharge loads shall be monitored to verify that such loads do not exceed the design assumptions for the system. 1 1 The Contractor should not assume that only one type of trench safety system such as a shield or"trench box" will be adequate for all trenching situations encountered on a given I project. The Contractor should be prepared with alternative safety system designs (such as solid sheeting) should construction circumstances dictate the use of such. 1 i 10-11.3 Approval — Trench safety system designs for support systems, shields systems, or other protective systems whether drawn from manufacturers data, other tabulated' data, or designed for this particular project must be signed by a civil engineer registered in the State of California prior to submittal to the Engineer for review. A shoring plan for the specific use of a shield shall be prepared. Catalogs or engineering data for a product should be identified in the plan as supporting data. All specific items or applicable conditions must be outlined on the submittal. The State of California Department of Transportation "Trenching and Shoring Manual" will be used as a guide for plan review and approval. Also included in this item is the fencing and barricading of the open trench as required for the safety of pedestrians and vehicular traffic as directed by the Engineer. 10-11.4 Measurement And Payment — Payment for temporary sheeting, shoring, bracing or equivalent method, will be based upon completion of all planning, design, engineering, furnishing, and construction, and the removal and disposal of all such temporary sheeting, shoring, and bracing required for installation of storm drain pipe and facilities, and required for installation of storm drain laterals, shall be made at the lump sum bid price, complete, as required under the provisions of any permits and in accordance with the requirements of CAL-OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. 10-13 MISCELLANEOUS IRON AND STEEL 10-13.1 Description - This section covers all ferrous metal used in the various hydraulic structures. Materials, parts and fittings shall conform with the following: (1)All Other Miscellaneous Metal --- Per ASTM Designation: A36. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09 10 SPECIAL PROVISIONS-SECTION 10-PACE 18 August 10,2010 1 1 (2) Galvanizing — Per Section 210.3 of the Standard Specifications. 1 1 10-13.2 Measurement And Payment — Payment for slopes protection barrier will be 1 based upon furnishing and installation, complete and in place, and shall be made at the 1 unit price each for "Construct 12' W x 6' H Sloped Protection Barrier," and shall 1 constitute full compensation for construction of sloped protection barrier in accordance with the details shown on "City of Palm Springs, Palm Springs MDP, Line 8, Sloped 1 Protection Barrier," providing and placing all steel, connection to structures, and all other 1 appurtenant work related thereto, and no additional compensation will be made therefore. 1 1 10-14 TRAFFIC STRIPING AND MARKINGS 10-14.1 Temporary Striping — Whenever the Contractor's operations obliterate 1 pavement delineation (painted lines, raised pavement markers, painted markings, or legends), such pavement delineation shall be replaced in kind by the Contractor by either permanent or temporary delineation before opening the traveled way to public traffic.' Temporary delineation shall consist of reflective raised pavement markers (Type "L") which shall be applied in accordance with the manufacturer's most current published l instructions. Temporary delineation shall be of the same color as the permanent I delineation. Full compensation for temporary delineation shall be considered as included in the various bid items of work, and no additional compensation will be allowed therefore. 10-14.2 Paint — Paint for curbs and pavement shall conform to Section 210-1.6.1 "General", Section 210-1.6.2 "Thermoplastic Paint, State Specifications", and Section 210-1.6.3 "Rapid Dry White, Yellow, or Black Traffic Line Paint" of the Standard Specifications. All permanent traffic striping, markings and legends shall be installed using thermoplastic paint, unless otherwise indicated, after 10 working days of completion of final asphalt concrete paving, or as directed by the Engineer. 10-14.3 Pavement Markings — Pavement markings shall conform to Section 210-1.6.1 "General and 210-1.6.2 "Thermoplastic Paint, State Specifications," of the Standard Specifications and these Special Provisions. 10-14.4 Applying Pavement Markings — Traffic legends shall be applied in accordance with Section 310-5.6 of the Standard Specifications. 10-14.5 Removal of Existing Pavement Markings -- Pavement markings to be removed shall be as shown on the Plans or as designated by the Engineer. The Contractor shall completely remove from the pavement surface all conflicting pavement markings, either shown or not shown on the Plans by grinding. Where grinding is used for the removal of pavement markings, or for removal of objectionable material, and such removal operation is being performed within 10 feet of a lane occupied by public traffic, the residue, RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 19 August 10,2010 1 1 including dust, shall be removed immediately after grinding. Such removal shall be by sweeping concurrently with the grinding operation. 1 1 10-14.6 Night Operations — Traffic striping and pavement markings may be installed at 1 night after 8:00 p.m. or in the early morning before 6:00 a.m. with the prior approval of the Engineer. Payment for installing pavement markings and markers at night shall be 1 considered as included in the various bid items of work, and no additional compensation 1 will be allowed therefore. 10-14.7 Compatibility—The Contractor shall use State metric stencils for all legends and arrows in the Work, and said stencils shall conform to the latest Bureau of Public Roads standards. The Contractor shall contact the Street Maintenance Supervisor of the City at 1 (760) 323-8169 a minimum of 2 working days before any legends are painted on City streets, to ensure that the patterns the Contractor is using match the patterns used by the City. No other patterns will be allowed to be used except those patterns that match the 1 City's. 1 1 10-14.8 Payment — Payment for removal of existing traffic striping, installation of temporary traffic striping, and installation of permanent traffic striping, markings and 1 legends, shall be considered as included in the various bid items of work, and shall 1 include full compensation for all traffic striping, legends, and markings, including 1 temporary striping, complete and fully installed, as indicated on the Plans and specified in I the Standard Specifications and these Special Provisions, and no additional compensation will be allowed therefore. I I 10-15 RAISED PAVEMENT MARKERS I 10-15.1 Pavement Markers — Pavement markers shall conform to Section 214, I "Pavement Markers," and shall be removed and placed in accordance with Section 312, "Pavement Marker Placement and Removal," of the Standard Specifications and these Special Provisions. A flexible bituminous adhesive in accordance with Section 214-7 of the Standard Specifications, as required herein, shall be used for installation of all raised pavement markers. I An approved flexible bituminous adhesive shall be a hot-applied thermoplastic bituminous adhesive, product "HE184 -- Flexible Dotstick", manufactured by Henry Company, 2911 Slauson Avenue, Huntington Park, CA 90255; (800) 486-1278; www.henry.com; or "Hot- Applied Flexible Pavement Marker Adhesive", Part No. 34270, manufactured by Crafco, Inc., 420 N. Roosevelt Ave., Chandler, AZ 85226; (800) 528-8242; www.crafco.com. All existing pavement markers shall be replaced, and new markers of either reflective or non-reflective type installed as necessary to meet the appropriate Caltrans standards for the required traffic striping within the project. All traffic striping delineated within the project shall be delineated with pavement markers and not with paint or thermoplastic. RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 SPECIAL PROVISIONS-SECTION 10-PAGE 20 August 10,2010 The Contractor shall establish all traffic striping by string line and rabbit tracking to provide markings that will vary less than inch in 50 feet from the specified alignment. All additional work necessary to establish satisfactory lines for markers shall be ' performed by the Contractor. All traffic striping using raised pavement markers shall be installed after 10 working days 1 of completion of final asphalt concrete paving, or as directed by the Engineer. 1 10-15.2 Blue Hydrant Markers — Blue hydrant markers shall be "Bright Dot" round thermoset polymer pavement markers as manufactured by Clama Products, or approved 1 equal. Blue hydrant markers shall be installed 6 inches from the centerline of the street and on a line perpendicular to each fire hydrant. When the fire hydrant is at an intersection, 2 blue I markers shall be installed. Each shall be placed 6 inches from the centerline of the half- street closest to the fire hydrant and on a line perpendicular to the fire hydrant. I 10-15.3 Payment — Payment for removal of existing raised pavement markers, and I installation of all new raised pavement markers, shall be considered as included in the I various bid items of work, and shall include full compensation for removal and installation of raised pavement markers, complete and fully installed, as indicated on the Plans and i specified in the Standard Specifications and these Special Provisions. I - END OF SECTION - RAMON RD DRAINAGE IMPROVEMENTS—BARISTO CHANNEL CONSTRUCTION DETAILS CITY PROJECT NO.09-10 August 10,2010 SPECIAL PROVISIONS-SECTION 10-PAGE 21 1 1 ' CITY OF PALM SPRINGS PUBLIC WORKS AND ENGINEERING DEPARTMENT RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL 1 CITY PROJECT NO. 09-10 1 PART III --APPENDICES 1 1 Detail A_genc Description 1 115 City of Palm Springs Trench and Pavement Replacement Detail 1 200 City of Palm Springs Curb and Gutter 1 206 City of Palm Springs Curb Return, Spandrel and Cross Gutter 210 City of Palm Springs Sidewalk Widths CB 100 RCFC&WCD Catch Basin No. 1 LD 201 RCFC&WCD Local Depression No. 2 360-0 APWA Sloped Protection Barrier I NPDES Notice of Intention (NOI) 1 NPDES Notice of Termination (NOT) I Stormwater Pollution Prevention Plan (SWPPP) (to be inserted from Contractor) I I 1 I i I I I i RAMON RD DRAINAGE IMPROVEMENTS--BARISTO CHANNEL CONTENTS CITY PROJECT NO.09-10 August 10,2010 PART III--APPENDICES NO. REVISIONS APPROVED DATE 1 i" THICK PIPE C2-AR4000 OVERLAY INSTALL a" LIFT OF TYPE C2--AR4000 A.C. PAVEMENT ' SEE NOTE N0. a (OR I" THICKER THAN EXISTING ADJACENT PAVEMENT) OVER B" MISCELLANEOUS BASE AND COMPACTED EARTH FILL. FOLLOW CROWN CONTOUR OF EXISTING PAVEMENT. ' -IQ' (MIN.) - I REPLACE 13ASE LAYER IN KIND (6" MIN, THICKNESS) EXISTING PAVEMENT TO ' BE NEATLY SAW-CUT ON BOTH SIDES OF TRENCH _- -- ----_- - - _--..------ I I MIN._ I __ -----^ r VERTICAL SIDE SLOPES ( ) ARE REQUIRED ' . AT ALL TIMES a' MIN. � .'• ._ -.� , 24" COMPACTED NATIVE 1 ✓ MATERIAL AT 95% RELATIVE COMPACTION 1 1 2 /-0- SLOPED SIDES REQUIRE I SLOPE ✓✓ PERMISSION OF THE CITY ENGINEER COMPACT NATIVE MATERIAL AT �� ( ✓✓ 90% RELATIVE COMPACTION 1 �, ✓ COMPACT SPECIALLY SELECTED MATERIAL TOP OF PIPE T¢ A ✓✓ 909 RELATIVE COMPACTION I .y ✓ • BUTTJOIN EXISTING PAVEMENT \� '"t 'AMEN NATIVE MATERIAL IS UNSUITABLE, (TYP.) INSTALL 5" OF APPROVED IMPORTED GRIND DOWN i" 1' BEDDING UNDER PIPE MIN.-�...= -•+u'x--� ' HAND EXCAVATE FOR BELL TYPE C2--AR4400 1' THICK OVERLAY I' MIN. TYPE B-AR4000 AC PAVEMENT (4" MINIMUM THICKNESS) 1 (TYR _. -'CRUSHED MISCELLANEOUS BASE (THICKNESS TO MATCH EXISTING, 6" MIN.) ' 4' MIN, rYP. •..:: :, — — FINAL OVERLAY DETAIL NOT TO SCALE •5' I NOTES: I 1. TRENCHES SHALL BE PAVED WITH TEMPORARY A.C. PAVEMENT IMMEDIATELY FOLLOWING WORK, AND SHALL, BE PERMANENTLY PAVED WITHIN ONE WEEK, UNLESS APPROVED BY THE CITY ENGINEER, 2, A MINIMUM OF 1' OF EXISTING PAVEMENT SHALL BE SAWCUT AND REMOVED, REMOVALS SHALL EXTEND BEYOND ANY AREAS OF UNDERMINED OR COMPROMISED A.C. PAVEMENT. 3, PERMANENT A.C. PAVEMENT SHALL BE INSTALLED WITH A MINIMUM 4" THICK LIFT OF TYPE B--AR4000 A.C. PAVEMENT, OR 1" THICKER THAN EXISTING A.C, PAVEMENT, 4. A FINAL 1" THICK OVERLAY WITH TYPE C2--AR4000 A.C. PAVEMENT SHALL BE INSTALLED TO A MINIMUM WIDTH OF 10', EXTENDING 4' PAST TRENCH SIDES USING A BARBER GREEN PAVER, OR EQUAL. EXISTING A.C. PAVEMENT SHALL BE GROUND I" FOR FINAL OVERLAY WHERE REQUIRED, 5. FLOATERS OF A.C. PAVEMENT 5' IN WIDTH OR LESS BETWEEN EDGES OF TRENCH AND EXISTING EDGE OF PAVEMENT, CURB OR GUTTER SHALL. BE REMOVED AND REPLACED. 6. ALL SHORING, SLOPING OR BENCHING SHALL BE DONE IN COMPLIANCE WITH CAL—OSHA CONSTRUCTION SAFETY ORDERS; SOILS WITHIN THE CITY OF PALM SPRINGS ARE TYPICALLY CLASSIFIED AS CLASS C; CHECK JOB SITE SOIL CONDITIONS, 7, ALL EDGES OF CONSTRUCTION ("BUTT" JOINTS) SHALL BE MADE ON LANE LINES OR AT THE CENTER OF TRAVEL LANES; EDGES SHALL NOT BE ALLOWED WITHIN THE WHEEL PATH OF VEHICLES USING THE STREET, 8. ASPHALT BINDER USED IN THE ASPHALT CONCRETE PAVEMENT SHALL COMPLY WITH SPECIFICATIONS FOR PERFORMANCE GRADED (PG) 70-10 ASPHALT BINDER, IN ACCORDANCE WITH SECTION 92 "ASPHALTS" OF THE CALTRANS STANDARD SPECIFICATIONS. CITY OF PALS SPRINGS APPROVED:( ,,: ,; DATE: - ' PUBLIC: WORKS & ENGINEERING DEPARTMENT 28931 CITY ENGINEER R.C,E, TRENCH AND PAVEMENT DRAWN BY: G,F,F. FILE NO, STANDARDS REPLACEMENT DETAIL CHECKED BY: M.L.F. DWG. NO. 115 1 NO. REVISIONS APPROVED DATE 1 2- 6" 24" 1 I ' A.C. PAVEMENT. 1 1/2" I4 -R-1/2„ Lw 1 _ - t a R-.I" IP TYP) a a 1 A.C. PAVEMENT •` k_4 R,,,2,. Al A2 A3 A.C. Pa.vFM NT - .24.` 6" 12 1' z" 1J2" t 4. t R-1/2" �I 1 ��f cv 1/2"--� 6,� I 1/4" LIP (TYP) R= 1' ONSITE ONLY ONSITE ONLY I A4 A.C. PAVEMENT J B i B2 a 31 s, _.......� __._.... _.................__. —B 18" 6" SLOPE --. 1Jx~ SLOPE I i I(R i. FION-INE _. __..m 6, t OF GUTTER �' CROSSGUTTER—SECONDARY TI'IOROUGIlFARE •:/2" PBER EXPANSION JOINT-- Cl - END OF CURB D 1 I ..SLOPE {- I � i 2 LOPE 8 8' (:ROSSGUTTER--MAJOR THOROUGHFARE Z-A, E 1 D2 G PAVEMENT NC]TES: 1. TYPES Al, A2 AND El ARE BARRIER CURBS, 2. TYPES A,B.0 AND D ARE CONSTRUCTED OF CLASS 560-C-32.50 PORTLA.ND CEMENT CONCRETE, 3, TYPE E1 IS CONSTRUCTED OF TYPE D2--AR8O00 ASPHALT CONCRETE, 4. TYPE B CURB AND GUTTERS ARE FOR ONSITG USE ONLY. 5. ALL EXPOSED CORNERS ON P,C.C, CURBS AND GUTTERS SHALL BE ROUNDED WITH A 1/2" RADIUS. Fi. LOGE OF A.C, PAVEMENT SHALL BE INSTALLED 1/4" ABOVE LIP OF GUTTER. 7. FOR EXPANSION AND WEAKENED PLANE JOINTS SEE SECTION 303-5.4 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SCORING SHALL BE DONE EVERY 5 FEET MAXIMUM WITH 1" DEEP WEAKENED PLANF JOINTS PROVIDED EVERY 10 FEET, CITY OF PALM SPRINGS APPROVED: '1 rl' :� DATE: y µ(me„ PUBLIC WORKS & ENGINEERING DEPARTMENT CITY ENGINES R.C.E. GUTTERS, AND DRAWN BY: G.F.F. FILE NO, STANDARDS CROSS-GUTTERS CHECKED BY: pA.t...F- DWG. NO. T ®{� ' NO. REVISIONS APPROVED DATE 1 SHOW THUS ON PLAN ' LIMIT OF TRANSITION SPANDREL z I n t •` SPLASH ' ¢ >' PAD � � 1 ' I T.C. ELEV. •� F.L. ELEV. I 45' I E.C.R. I. LIMIT OF SPANDREL I 45' CROSS-- GUTTER I a �q SPLASH cj �P w I w FLOW LINE PAD i`1 5 o STRAIGHT Q Q5' I N z GRADE �� U I oz o ~u T.C- ELEV. 00 F.L. ELEV. I U A °o CO ELEV. 3 o uj P-I.G. ag -0 1 DIRECTION OF TRAVEL ui (/1 Q y' is ••ti.,. y..�•'�A`�." . NOTES: 1. WEAKENED-PLANE JOINTS SHALL BE INSTALLED AT BEGINNING AND END OF SPANDREL AND TRANSITION. CROSS-GUTTER 2. SPANDREL, CROSS GUTTER AND TRANSITION SHALL BE CONSTRUCTED WITH 8" THICK CLASS 560-C-3250 PORTLAND CEMENT CONCRETE. 3. CURB FACE HEIGHT SHALL BE 6" OR 8" AS SHOWN ON DRAWING AND CONSTRUCTED MONOLITICALLY WITH ADJACENT SPANDREL. 4. "W" SHALL BE SPECIFIED ON THE PLANS AS 6' OR 8' PER C.P.S. STANDARD DWG. 200. 5. SEE C.P.S. STD. DWG. 212 FOR ADDITIONAL REQUIREMENTS- 6. SEE C.P.S. STD. DWG. 110 FOR PAVEMENT REQUIREMENTS. CITY OF PALM SPRINGS APPROv DATE: ' PUBLIC WORKS & ENGINEERING DEPARTMENT 8931 CITY ENGINEER R.C.E. CURD RETURN, SPANDREL DRAWN BY: G.F F FILE NO. STANDARDS AND CROSS-GUTTER CHECKED BY: M.L.F. DWG. N0. 206 z 0 c ; I� E O ZONE C_B.D. - FACE OF CURB TO PROPERTY LINE ZONES R-2 THRU 8, C, AND M - 8' ZONE R-1 - 5' � A.C. PAVEMENT 4` MIN. fT1 ' SIDEWALK SLOPE = 1 f4T 1' x Z HILLSIDE STREETS rTl I m 4 �— FOR FINISH SEE SECTION < Ir 303-5.5 OF THE STD. SPECS. � SIDEWALKS SHALL BE CONSTRUCTED USING 4" THICK � ► CURB & GUTTER FOR PUBLIC WORK CONSTRUCTION CLASS 5600-C-3250 PORILAND CEMENT CONCRETE z j SEE C.P.S. STD. DWG. 200 LATEST EDITION. � x0 co m z NOTES: c rn 1. FOR EXPANSION JOINTS SEE SECTION 303-5.4.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC a s� m ` 'WORKS CONSTRUCTION, LATEST EDITION. THE SPACING FOR S" DEEP WEAKENED PLANE JOINTS a -0 ;�� M a y ALL BE 10 FEET. m Q O Sc 2. DECORATIVE SIDEWALKS SHALL BE ALLOWED IF STRENGTH AND TEXTURE ARE EQUAL TO OR GREATER g Z C THAN! THE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, m m LATEST EDITION, AND ARE APPROVED BY THE PLANNING COMMISSION- 1 PALM CANYON DRIVE FROM TRAMWAY TO EAST CITY LIMITS - SIDEWALK FROM FACE OF CURB TO = u' PROPERTY LINE. g z 4- INQIAN CANYON DRILt FROM CAMINO PAROCELA TO AA ESCUELA - SIDEWALK FROM FACE OF CURB TO PROPERTY LINE. a m 5. SIDEWALKS IN EXCESS OF 5 'R SLOPE, SHALL HAVE A MIN. 6' X 6' LANDING AREA E';r-RY 400' AT A 27. SLOPE. D m a_ 0 6. A MINIMUM 48' CLEAR PATH OF TRAVEL SHALL BE PROVIDED AT ALL OBSTRUCTIONS. z z n 7- MOOIFICATICNS BASED ON SITE-SPECIFIC CONDITIONS SHALL BE REVIEWED BY TIME DEVELOPMENT � O COMMITTEE. < m 8. SEE ALSO BIKEWAY REQUIREMENTS_ COLORED CONCRETE IS REQUIRED FOR SIDEWALKS ALONG � DESIGNATED STREETS. t17 > m Ems , $- FOR ZONING SEE THE OFFICIAL ZONING MAP OF THE CITY OF PALM SPRINGS. ' SEE STANDARD CS NO.103 ' MANHOLE FRAME AND COVER FOR CATCH BASIN MEET EXISTING CURB- CATCH BASIN OPENING NRMAL A #4 @ 6 E W \ 4O U UN E S OT RB ERWISE ' SPECIFIED. I \. 1 - 2#4@ 2 10 4'-0" WARPED — — GUTTER 6" R MEET EXISTING PAVEMENT SEE STANDARD DRAWING NO,LD201 FOR APPROPRIATE LOCAL DEPRESSION ' fr 1 NOTES 1 PERSPECTIVE .OF 1. DIMENSIONS:UNLESS OTHERWISE SPECIFIED CATCH BASIN N0.1 V'= 6"@ W — ' V = SHALL BE SHOWN ON THE PLANS. W = SHALL BE SHOWN ON THE PLANS SEE STD.DRAWING CB105 (7 FOOT MIN.) CATCH BASIN INLET FOR DETAILS.-- T = 6" IF V IS 4'OR LESS- 1/4" R .__- w \ T = 8" IF V IS LESS THAN 8'. ANCHOR 1/4" R T = 10' IF V IS B'OR MORE. D = 18" UNLESS OTHERWISE SPECIFIED. A'= 38" UNLESS OTHERWISE SPECIFIED. CURB FACE 2. STRUCTURAL CONCRETE SHALL BE CLASS "A" P,C,C.(6 SACK) ,—z 3. THE REINFORCING STEEL SHALL BE NUMBER 4 DEFORMED BARS.CLEARANCE SHALL BE 11/2" CONST_JOINT II FROM THE BOTTOM OF THE SLAB.SEE NOTE 7. STEP:SEE MH259 4. THE SURFACE OF ALL EXPOSED CONCRETE SHALL a 4• AND NOTE 5 CONFORM TO SLOPE,GRADE,COLOR,FINISH AND SCORING IN THE EXISTING OR PROPOSED CURB & > WALK ADJACENT TO THE BASIN.THE BASIN FLOOR rr SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH, r 3„ R CURVATURE OF THE LIP AND SIDEWALLS AT THE q• GUTTER OPENING SHALL NOT BE MADE BY w PLASTERING.THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE AND LENGTH BEFORE THE SLOPE TO OUTLET CONCRETE IS POURED. I FROM ALL DIRECTIONS . I 5. STEPS: %a" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE INSTALLED 16" APART WHEN V �y I — EXCEEDS 4'--6",THE TOP STEP SHALL BE 6" BELOW THE TOP SURFACE AND SHALL BE 21/Z" CLEAR FROM THE WALL ALL OTHER STEPS SHALL BE 4" CLEAR d FROM THE WALL.ONLY ONE STEP 12" FROM THE z 'SEE STANDARD BOTTOM SHALL BE INSTALLED IF V IS 4'-6" o DRAWING OR LESS.ALL STEPS SHALL BE ANCHORED NOT �? ^•T A T NO,C6109,SPECIAL LESS THAN 4" INTO THE WALL OF THE BASIN. LZ CONNECTIONS. 6. CURB,GUTTER AND LOCAL DEPRESSIONS SHALL a BE CLASS "B" CONCRETE. SECTION A—A 7. SEE STANDARD DRAWING C8106 FOR WALL & eao��sSlpy FLOOR STEEL REINFORCING. RIVERSIDE COUNTY FLOOD CONTROL AND m 3Y'n n WATER CONSERVATION DISTRICT CATCH BASIN Np,32336 K E. 12-31-06 Z MPROV[D pr: 1 rr N0_q I 9p C IV IL P� CHIEF ENOiRE[H__.—_ .__... .—_._-...—.. �� cn�L4P pAlp:___JAN STANDARD DRAWING NUMBER CB100 ,,IQ,_�QO5_ R.E.N0 32336. L.A.C.F.C.D.No.2-D88 VARIABLE VARIABLE T T T T T T NORMAL C.F. 6 SIDE SIDE 51 E 3' NORMAL C.F. OPENING BASIN OPENING OPENING $ASiN BASIN STIR.GR. �4 ALL CURB FACE FLOW a yV�G LINE �t G¢ i EQUAL t SLOPE BREAK StR STRAIGHT GRADE a In ��—STRAIGHT RARE�, SEE NOTE 2 I/2" EXPANSION JOINT MATERIAL H SEE NOTE 2 CASE A T w T CATACH BASIN OPENING = NORMAL CURB FACE + 4" NORMAL C.F. 8' SIDE 3' UNLESS OTHERWISE SPECIFIED GUTTER FLOW LINE OPENING BASIN ROUN OFF TOP OF CURB ?{ GUTTER -- nl FLOW _ STR.GR. �TR.GR. DEPRESSION AWARPEDSECTIONGUTTER NORMAL C.F. NOTEs SEE NOTE 2 I/2" EXPANSION JOINT MATERIAL I• `LOCAL DEPRESSION SHALL BE CASE B OTHERWISE SEE NOTE 2 SPECIFIED ON GENERAL PLAN. CASE $ MEETING EXISTING 2• ELEVATIONS AT OUTER CORNERS SHOWN ON CURB T w T GENERAL PLAN.IF NO ELEVATIONS ARE SPECIFIED, NORMAL C.F. - F THE OUTER EDGE OF LOCAL DEPRESSION SHALL SIDE 8' NORMAL C.F. CONFORM TO FINISHED STREET SURFACE. OPENING BASIN 3' A= 4'UNLESS OTHERWISE SPECIFIED. T= SEE STANDARD DRAWING CB-100,NOTE 1. W= SEE STANDARD DRAWING CB-100,NOTE 1. 4• WHERE NO CURB EXIST,CURBS SHALL BE FLOW_ 5TR.GR. STR.GR. FLOW CONSTRUCTED BETWEEN ENDS OF LOCAL Apti 4'-0" STD L DEPRESSION.CURB SECTION SHALL CONFORM TO WARPED �cy�<Fy THAT OF CONTROLLING AGENCY. GUTTER C� SEE NOTE 2 Sty 9pF 5, DEPRESSION SHALL BE CLASS "B" CONCRETE SEE NOTE 2 /z" EXPANSION 4¢Uf ESS�� CASE C JOINT MATERIAL �FF.q- U w1L�F2 RIVERSIDE COUNTY FLOOD CONTROL ¢ c CONSERVATION DISTRICTAND - WATER CONSERV LOCAL DEPRESSION 3 m m CATACH BASIN OPENING =� � Exp�12�33&04 APpROVED ar= NO. 2 NORMAL CURB FACE + 4" * * I UNLESS OTHERWISE SPECIFIED S9rf C'VIL O4d CHIEF ENGINEE'R '~~ OF CALIF DATE:---April.5 2004 R.C.E.NO.32335 : : STANDARD DRAWING NUMRFR I n9ni i SYM. ABOUT SEE HINGE DETAIL (SH. 5. 6 B 7) I 4 x 4 FILLET. TYP. 1' +B(SH, 4) q TOP FRAME MEMBER I i I g q q q II g q SIDE FRAME MEMBER �- Iggpllpqqqqq gEgqqqlqq PL 3/8 SAND PLATE CLEAR ggqqqlqqqll lggqqqlRqq (OCEAN OUTLETS ONLY) II u_t_rrT_rN II tl I B II Jill M13�x^3 BxE3/8' I 5/8" FLAT VERTICAL BARS ® 6' OC MAX. I. D r I . D(SH. 4) BOTTOM FRAME MEMBER MID-BUMPER, SAME -► ><� NOTES: SIZE AS BOTTOM A Q_j I. FOR FRAME MEMBER SIZES, T2 FRAME MEMBER W mu SEE TABLES 1 a 2. SH. 3. 2. FOR GENERAL NOTES, SEE SH. 8. THREE HINGED INLET/OUTLET BARRIER FOR RCB LIFTING LUG, SEE LIFTING LUG DETAIL SEE HINGE DETAIL SYM, ABOUT ¢.� A � (SH. 5. 6 & 7) 12'-0' MIN. 1.1 H SEE NOTE 91 F= ri I i,=� SH. 8 y (SH. 4) EVERY TOP FRAME MEMBER 1/4 V E tl p y pp pp SIDE FRAME MEMBER I 3" II � IIgNgII ggNIINq I 1/4 BAR CLEAR OTHER g q q q q q q gCq`q q C(SH. 4) BAR I o S 1I11Li Ll�M MID-MEMBER 25 -v"r11 11 fl� a lI L 3 x 3 x 3/8' PL 3/8 SAND PLATE BOTTOM (OCEAN OUTLETS ONLY) FRAME 5/8- FLAT VERTICAL y MEMBER L D D(SH. BARS ® 6" OC, MAX. m L ] I' FOR H= 4'a 6', FLOW 1/4 1 1/2' FOR H= 8'a 10' x�zo A♦ BOTTOM FRAME MEMBER �U Tp W SEE BASE PLATE DETAIL (SH. 4) TWO HINGED INLET/OUTLET BARRIER SECTION A—A FOR RCB NO TE FOR FRAME MEMBER SIZES, SEE TABLES I a 2, SH. 3, FOR CONNECTION DETAILS. SEE SH. 4. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED AND RTHEDS SLOPED PROTECTION BARRIER STANDARD PLAN PUBLIC ENBOO STANDARDS INC., ^^o - O GREENBOOK gOMMITTEE V{Vh 1993 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 8 I WH 3' MAX. SIDE SEE HINGE DETAIL CLEARANCE G SYM. ABOUT (SH. 5, 6 a 7) I �. �♦ I _ 0 0 0 0 0 0 I IC— I I I I 2 i I I BOTTOM MID-BUMPER SAME FRAME �`� �� ♦ SIZE AS BOTTOM MEMBER G FRAME MEMBER WF FRONT ELEVATION NOTES: L FOR FRAME MEMBER SIZE. SEE TABLE I, SH. 3. ADD 4-+5 BARS 2. FOR CONNECTION DETAILS r� 20' LONG SEE SH. 4. z ct �— 250 RCP I ` FLOW cY � SECTION G—G \_SEE BASE PLATE DETAIL (SH, 4) RCP OUTLET PROTECTION BARRIER AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360 - 0 SLOPED PROTECTION BARRIER SWEET 2 OF 8 i o TABLE I: INLET/OUTLET SLOPED PROTECTION BARRIER 3. BOX SIZE i �= w W x H N0. OF HINGE VERTICAL BAR TOP FRAME 51pE FRAME BOTTOM FRAME 0 IF HINGES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE ' " tri 4.x4 2 12' Ixl/2 C 4x7.25 C 4x7.25 TS 2x2x.250 a 0 '�a 4x6 2 12" 2xl/2 C 4x7.25 C 4x7.25 TS 2x2x.250 z Of a mU;vi 4x8 2 12' 3xl/2 C 5x9 C 5x9 TS 3x3x.250 w co0 N 6x4 2 18" Ixl/2 C 4x7.25 C 4x7.25 TS 2x2x.250 La z o x 6x6 2 18" 2xl/2 C 40.25 C 4x7.25 TS 2.5x2.5x.250 w r LL 6x8 2 18" 3xl/2 C 5x9 C 5x9 TS 3.5x3.5x.250 a s U 0 w m a m H w 6x10 2 is, 4 I/2xl/2 C 6x10.5 C 6x10.5 TS 4.5x4.5x.250 a o a N LU N 8x4 3 12' Ixl/2 C 4x7.25 C 4x7.25 TS 2x2x.250 ox w z 8x6 3 12' 2x1/2 C 4x7.25 C 4x7.25 TS 2.5x2.5x.250 m t d a U) 8x8 3 12` 3xl/2 C 5x9 C 5x9 TS 3x3x.250 a z w w 8x10 3 12' 4 1/2x1/2 C 6xIO.5 C 6x10.5 TS 4.5x4.5x.250 -i U)aaw ro mi fr IOx6 3 18' 2xl/2 C 4x7.25 C 4x7.25 TS 2.5x2.5x.250 � as ©z o IOx8 3 18" 3xl/2 C 5x9 C 5x9 TS 3.5x3.5x.250 w= N w w z IOx10 3 IS" 4 1/2xl/2 C 6X10.5 C 6xIO.5 TS 4.5x4.5x.250 - a z a 12x6 3 24" 2xl/2 C 5x9 C 5x9 TS 3x3x.250 9 a w- x 12x8 3 24" 3xl/2 C 5x9 G 5x9 TS 3.5x3.5x.250 CC �wa3 a N 0 w 12x10 3 24" 4 I/2xl/2 C 6x10.5 C 6xIO.5 TS 4.5x4.5x.250 a F- W 0.- O O w Ow 14x6 3 24' 2xl/2 C 5x9 C 5x9 7S 3x3x.250 aawwr¢-- m r ac� 14x8 3 24' 3xl/2 C 6X10.5 C 6X10.5 TS 4x4x.250 a u>r o r z 14x10 3 24" 4 1/2xl/2 C 7x12.25 C 7x12.25 TS 5x5x.250 F TABLE 2- OCEAN OUTLET SLOPED PROTECTION BARRIER 0 o BOX SIZE NO. OF HINGE VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME W x H (FT.) HINGES SIZE SIZE (INCHES) MEMBER SIZE MEMBER SIZE MEMBER SIZE a 4x4 2 12" 2 1/2x5/8 C 5x9 C 5x9 TS 3x3x.250 0 4x6 2 12" 3 3/4x5/8 C 6x13 C 6x8.2 TS 4x2x,313 x 1 4x8 2 12" 5 1/4x5/8 C 8x18.75 C 8xll.5 TS 6x2x.250 ' 6x4 2 18` 2 1/2x5/8 C 6x13 C 6x8.2 TS 4x3x.313 w 6x6 2 18' 3 3/4x5/8 C 6x13 C 6x8.2 TS 4x4x.500 6x8 2 IS" 5 1/4x5/8 C 8x18.75 C 8xII.5 TS 6x4x.375 a 6xI0 2 18" 6 1/26/8 C 9x20 C 9xl3.4 TS 7x4x.375 m z 8x4 3 12" 2 1/2x5/8 C 5x9 C 5x9 TS 3x3x.250 0 8x6 3 12" 3 3/4x5/8 C 6x13 C 6x8.2 TS 4x3x.250 r 0 8x8 3 12" 5 1/4x5/8 C 8x18.75 C 80.5 TS 6x2x.250 w r-- 8x10 3 12" 6 1/2x5/8 C 9x20 C 9xl3.4 TS 7x3x.250 0 a IOx6 3 18"ci w 3 3/4x5/8 C 6x13 C 6x8.2 TS 4x4x.313 w a IOx8 3 18` 5 1/4x5/8 C 8x18.75 C 801.5 TS 6x4x.313 c, IOxIO 3 18" 6 1/2x5/8 C 9x20 C 9x13.4 TS 7x3x.313 o w 12x6 3 24" 3 3/4x5/8 C 7x14.75 1 C 7x9.8 TS 5x4x.313 a 12x8 3 24' 5 1/4x5/8 C 8x18.75 C 8xIL5 TS 6x4x.375 w a 12x10 3 24" 6 1/2x5/8 C 9x20 C 9x13.4 TS 7x4x.375 w o n 14x6 3 24' 3 3/40/8 C 8x18.75 C 8x11.5 TS 6x4x.375 xz a m< 14x8 3 24" 5 1/4x5/8 C 8x18.75 C 8x11.5 TS 6x6x.375 r 14x10 3 24" 6 I/2x5/8 G 9x20 j C 9xl3.4 TS 7x5x.500 AMBRICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360 - 0 SLOPED PROTECTION BARRIER SHEET 3OF8 I 3• I 3' ♦E I 4 x 4 1= 3• I i 3• I FILLET (TYP.) i (TYP,) i ' T � T v....-��.�,.�.�-��.-..- ......-..« �--...�..-.-...•�.--�.... \ I I 3" 17 r, ADD 4- 5 BARS CLEAR d x y E 20' LONG. BOTH WAYS "" ' "" ' "" ' SECTION E-E 5 2 112 3 1/2 d 6 3 4 1 1/4'xl6 1/2' EYE BOLT, 7 3 I/2 4 I/2 SEAL WITH ASPHALTIC TOP FRAME BOND BREAKER SO BOLT MEMBER 8 4 5 �/4. CAN BE REMOVED AFTER CONCRETE CURES PL I I/2'x9x0'-9' 9' tit HINGE CLEARANCEF4 F DETAIL BURN AND GRIND SIDE 1 I/8' HOLE FOR ~ I FRAME BOLT — ---- MEMBER 2 I/2' 5' SECTION B-B (SH. 1) LIFTING LUG DETAIL SECTION F—F 5/8" VERTICAL BARS MID-MEMBER 0 6' 0C, MAX, L2x2x3/8 *\ MEMBERM AME ---EVERY I/4 I-12OTHERBAR TYP. I/4 PL 3/8 SAND PLATE EVERY BAR PLATE WEDLDED TO SECTION C --C (SH. 1) FLANGES AND WEB OF SIDE MEMBER I" FOR H= 4' a 6' BOTTOM FRAME 1/4 N 1 1/2• FOR H= 8' a 10' MEMBER V PL 1/2 x 4 x 0'-8' --����— -- STAINLESS STEEL, TYPICAL 3/4"0 x 5' LONG SIDE I/4 ANCHpR BOLT, TYP. — FRAME MEMBER BASE PLATE DETAIL (SH. 1 8 2) SECTION D-D (SH, 1) AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360 - 0 SLOPED PROTECTION BARRIER SHEET 4 OF 8 1 I PLATE 0, SEE 1 1/4' SHEAR PIN, 1 PLATE 0 DETAIL 1"0 BOLT STAINLESS STEEL 2'0 DOUBLE EXTRA STRONG STAINLESS ADD 4-5a: PL 1/2. 2" STEEL PIPE BARS 20' e STAINLESS LONG. BOTH_l. a.'A •e a STEEL 3/16 WAYS i TYP. I'0 STD.PIPE I I O M I 3' 1 SLEEVE (TYP.) 1 4:•.a tr I ll NUT a PLATER '".'Tt WASHER e II�r I SOFFIT SEE SH. 4 SEE DETAIL "A' r SEE — - — SECTION H—H DETAIL "B" — - - PL 1/4 x 11/2 H x 0'-1 1/2' 6" SHEAR PIN 3" DETAIL "B" 1 12" HINGE DETAIL (SH. I a 2) PL 7/8 x 6 x 0'-9'. 1 STAINLESS STEEL, PLATE R— PLATE R 1 1/2' 6' 1 1/2" � SOFFIT `1�-•� �?J N" TYP. 3/16 PL I/2 3+TYP. 1/2' F� 2"0 DOUBLE EXTRA (TYP.) I STRONG STAINLESS I STEEL PIPE DETAIL "A" SECTION 1 - 1 6 1 1/16'0 HOLE. - TYP. m ' iD 07 ip SECTION J —J PLATE 0 DETAIL AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360 - 0 SLOPED PROTECTION BARRIER SHEET 5 OF e I ! PLATE S. SEE I'0 BOLTS 2" 0 DOUBLE EXTRA PLATE S DETAIL STRONG STAINLESS STEEL PIPE ADD 4- 5 - 2' BARS 20" I I/4' 0 SHEAR PIN LONG. BOTH ° STAINLESS STEEL 5/16 TYP. ` WAYS o: 1"0 STD. O I i [c PIPE 3* ! SLEEVES I (7 P.) PL 5/8 `n I PLATE T ¢i.° 'p i q' Ty NUT 8. `4 WASHER r: SOFFIT � SEE DETAIL 'C" �K i 5HX 4 SEE DETAIL "D" -- SECTION K-'K i I ♦K PL 1/4 x 11/24- ! 4 I/2" 9' 4 1/2" x 0'-1 1/2" SHEAR PIN 18" HINGE DETAIL (sH. I a 2) DETAIL T" i PLATE T �L ° PL 7/8 x 9 x 0'-9' PLATE T M� L i I .,. ?M 1 1/2' 6" I I/2' TYP, 5/16 I rz I i SOFFIT M, PL 5/8 L 2" 0 DOUBLE EXTRA 5/16 TYP. 1/2" (TYP.) STRONG STAINLESS + STEEL PIPE DETAIL "C" SECTION L-L 9" PL 7/8 x 9 x 0'-9' 11/2" 6' 1 1/2' I Il16"0 HOLES, iv TYP. \ i I SECTION M—M PLATE S DETAIL AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360 - 0 SLOPED PROTECTION BARRIER SHEET OF i I PLATE U, SEE VO BOLTS 2 1/2' 0 DOUBLE 3` PLATE U DETAIL EXTRA STRONG PIPE I i 5/16 TYP. ADD 4-5 I I/2` SHEAR PIN BARS 20' STAINLESS STEEL LONG. BOTH (' WAYS 4:.. F- I 1'0 STD. ^p I I •� PL 3/4 M PIPE I 1 3' ca I SLEEVES (TYP.) p, ..� ,• i NUT PLATE V i 'e,' �t WASHER e SOFFIT X SH. 4 SEE DETAIL "E" Fff, 4 > I SEE --� �� SECTION N-N DETAIL "F" -- I M I I N PL 1/4 x 2 6' 12' 6- x 0'-2" SHEAR PIN I 24" HINGE DETAIL (SH. I a 2) DETAIL T11 I PLATE V ♦0 PL 7/8 x 12 x I'—O', Pt I I PLATE V +rP 3' 6" 3' TYP. 5/16 i ( N SOFFIT PL 314 I f " TYP. I/2" (TYP.) 0 2 1/2" 0 DOUBLE + 5/16 EXTRA STRONG PIPE I DETAIL "E" SECTION 0-0 1 12" PL 7/8 x 12 x 1'-0' I 3' 6' 3' I I/16'0 HOLES, I TYP. 'n � CV I 1 M � I I SECTION P—P PLATE V DETAIL 1 1 I AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 360 - 0 SLOPED PROTECTION BARRIER SHEET 7 OF B 1 I I NOTES I I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE, THE NEXT LARGER SIZE SHALL BE USED. 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. 1 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS STEEL.. I 4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN I ORDER TO INSTALL. OR REMOVE THE PROTECTION BARRIER. ENDS OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE, THREADS BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. I 5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION. 1 6. IF FIELD WELDS ARE NECESSARY, GALVICON, GALVALLOY OR AGENCY APPROVED EQUAL SHALL BE USED FOR COATING. I 7. MID-BUMPER SHALL BE USED FOR 3 HINGED BARRIERS. 1 8. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE APPROVED BY THE AGENCY. 9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A PUBLIC WALKWAY. THE TOP SLAB THICKNESS SHALL BE INCREASED BY 3" IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE. THE RECESS SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS SHOWN. 10. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO SWING OPEN IN THE DIRECTION OF FLOW, 11. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED, 12. DESIGN LOADS: A. INLET/OUTLET BULKED EFD = 85 PCF B. OCEAN OUTLETS: I. 1800 PSF Q SAND PLATE AREA I 2. 600 PSF LOWER OPEN AREA I I I I I I I I AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN ' 360 - 0 SLOPED PROTECTION BARRIER SHEET 8 OF B NPDES I DESERTa 'y' TASK FORCE ( TO COMPLY WITH THE TERMS OF THE R VERSIDE COUNTY MUNICIPAL STORMWATER PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES ORDER NO. R7-2008-0001 (NPDES NO. CAS617002) CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD-COLORADO RIVER BASIN REGION MARK ONLY ONE ITEM 1. ❑ New Construction 2. ❑ Reconstruction 3- ❑ Change of Information for WDID# ( 1. OWNER Name ( Contact Person ( Mailing Address Title ' City Stat Zip Phone � e (a) II. CONTRACTOR INFORMATION 1 Name Contact Person Local Mailing Address Title City S. P Zip Phone e I III. SITE INFORMATION I A. Project Title bite Address ( City Stat 1 Zip Phone e ( 8. Construction commencement date (Month/Day/Year) C. Projected construction completion date: (Month/Day/Year) I D. Type of Work: ❑ Utility ❑ Flood Control ❑ Transportation ❑ Other(Specify) E. Total size of site: I Description of Work: Acres b IV. RECEIVING WATER INFORMATION 710L s the storm water runoff from the construction site discharge to(Check all that apply): ❑ Indirectly to waters of the U.S. ❑ N/A ❑ Storm Water Conveyance system-Enter owner's name: 3. ❑ Directly to waters of U.S-(e.g.,river,lake,creek,stream,bay,ocean,etc, V.IMPLEMENTATION OF NPDES•PERMIT REQUIREMENTS A. STORM WATER POLLUTION PREVENTION PLAN(SWPPP)(mark one) 13, MONITORING PROGRAM (MP) (mark one) ❑ N/A ❑ A SWPPP has been prepared for this facility and is available for review ❑ A MP has been prepared for this facility and is available for review ❑ A SWPPP will be prepared and ready for review by(date): ! I ❑ A MP will be prepared and ready for review by(date): —/--/� If.VICINITY MAP(must show site location In relation to nearest waterbodies, named streets, intersections,etc.) Have you Included a vicinity map with this submittal?................................................................... ................................. ...... ..... ❑ YES ❑ NO The distance between the project slte and its nearest waterbody is approximately hl.CERTIFICATIONS I"I certify under.penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who (manage the system, or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief, true,accurate,.and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine or imprisonment. iln addition, I certify that Section E.5 of Order No. R7-2008-0001, including the development and implementation of a Storm Water Pollution Prevention Plan and a Monitoring Program Plan,will be complied with." Printed Name: Title: §ignature: Date: 132 I i ATTACHMENT 13 - NOTICE OF TERMINATION ( NPDES I DESERT i TASK FORCE TO COMPLY WITH THE TERMS OF THE RIVERSIDE COUNTY MUNICIPAL STORMWATER PERMIT 1 FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES 1 ORDER NO. R7-2008-0001 (NPDES NO. CAS617002) I. OWNER CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD-COLORADO RIVER BASIN REGION Name Contact Person Mailing Address Title 11 City State Zip Phone I. SITE INFORMATION 1 A. Project Title Site Address City State Zip Phone 1 lB. Contractor Name Contact Person Local Mailing Address Title 1 lCity State Zip Phone I. BASIS OF TERMINATION I —I. The construction project is complete and the following conditions have been met. (Provide photograph of site to support the basis of 1 termination) ✓ All elements of the Storm Water Pollution Prevention Plan have been completed. l ✓ Construction materials and waste have been disposed of properly. ✓ The site is in compliance with all local storm water management requirements. I ✓ A post-construction storm water operation and management plan is in place. I ✓ All disturbed areas have been stabilized by the following method. (Attach additional sheet if necessary) I —2. Construction activities have been suspended,either_temporarily or,-_,indefinitely and the following conditions have been met. ✓ All elements of the Storm Water Pollution Prevention Plan have been completed. I ✓ Construction materials and waste have been disposed of properly. ✓ All disturbed areas and other areas of potential Erosion are stabilized. I ✓ The site is in compliance with all local storm water management requirements. I Date of suspension / / Expected start up date CERTIFICATION certify under penalty of law that all storm water discharges associated with construction activity from the identified site that are authorized by Section E.5 of Pard Order No.R7-2008-0001 have been eliminated or that I am no longer the owner of the site. I understand that by submitting this Notice of Termination, am no longer authorized to discharge storm water associated with construction activity under Board Order No- R7-2008-0001, and that discharging pllutants in storm water associated with construction activity to waters of the United States is unlawful under the Clean Water Act where the discharge is not uthorized by a NPDES permit. I also understand that the submittal of this Notice of Termination does not release an owner of liability for any violation of pard Order No.R7-2008-0001 or the Clean Water Act. Tinted Name: Title: Ignature: Date: '.EGIONAL WATER QUALITY CONTROL BOARD USE ONLY its Notice of Termination has been reviewed and approved. 4nted Name: Title: nature: Date: TICE OF TERMINATION 1 CITY OF PALM SPRINGS RAMON ROAD DRAINAGE IMPROVEMENTS AT BARISTO CHANNEL CITY PROJECT NO. 09- 10 TAHOUfTZ CANYON WAY INDEX SHEET NO: TITLE SHEET I E BARISTO RD 111`. PLAN & PROFILE 2 CHANNEL CALAWES4 - SLOPED PROTECTION BARRIER 19A BARI570 '� —� ►OORFW 84ANwAG O HOT SPRINGS J - PALM SPRINGS sa _A1L£1' 6Ftfi91�NT: 10 a < INTERNATIONAL AIRPORT _ _ - - Zm o civhaw PROJECT SITE R.C.F.C. & W.C.D. STANDARD DRAWINGS PROJECT SJTE PALM s Qo o SPRINGS I LO 201 LOCAL DEPRESSION No. 2 2 15 CB 1 D0 CATCH BASIN No. 1 2 JOIIWflottl w vi E RAMON RD " - ys. HEAIR<r g APWA STANDARD PLANS W p < z < V < 7 360-0 SLOPED PROTECTION BARRIER 19A W W ... N U - z E MESQUITE AVE N 1/f,94ATAEar AA04 I 15 CL.NAK,4 INDEX MAP VICINITY MAP NTs N.T.S. GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN 11. 'Y' IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION CONNECTOR PIPE. DISTRICT'S M.O.U. STANDARD SPECIFICATIONS DATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD 12. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN DRAWINGS DATED APRIL 2004. JOINT, UNLESS OTHERWISE SPECIFIED. 2. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE 3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE CITY OF PALM RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS SPRINGS. CONTACT MARCUS L. FULLER AT 760/323-8253. THE CITY MUST BE NOTIFIED OTHERWISE NOTED. ONE WEEK PRIOR TO CONSTRUCTION. 14. STANDARD DRAWINGS CALLED FOR ON THE PLAN & PROFILE SHALL CONFORM TO R.C.F.C. do W.C.D. STD. 4. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE INTERSECTION STATIONS. DRAWINGS UNLESS OTHERWISE NOTED. 5. FORTY-EIGHT HOURS BEFORE EXCAVATION. CALL UNDERGROUND SERNACE ALERT 1-800-227-2600 15. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. 6. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U-S.C. & G-S. DATUM. 16. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 7. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 8. ELEVATIONS OF UT€LJTIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 17. APPROVAL OF THESE PLANS BY THE CITY OF PALM SPRINGS DOES NOT RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE 9. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6' OF CLASS 'B' CONCRETE. 18. THE CONTRACTOR SHALL SECURE ALL PERMITS REQUIRED FOR THIS PROJECT PRIOR TO THE 10. BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALLCONFORM TO LOS ANGELES COUNTY FLOOD COMMENCEMENT OF ANY WORK. CONTROL DISTRICT STANDARD DRAWINGS 2-D213.3 AND 2-0177 FOR CONCRETE BACKFtLL IN TRENCHES. ALL OTHER PIPE SHALL CONFORM TO RCFC&WCD STO. DWG. M815. i PDATE:_ -CaH U.S. Tm F- BENCH MARK: BASIS OF BEARING: aoo-�7-2600 w BRASS CAP ON THE SOUTHEASTERLY THE BASIS OF BEARING FOR THIS � CURB RETURN OF FRONTAGE RD AT STREET IS THE CENTERLINE OF THE INTERSECTION OF RAMON RD AND SUNRISE WAY. TAKEN AS >. SUNRISE WAY, DESC. L-3 RESET 1973 N 706-42- W PER CITY OF PALM SPRINGS. PER PM 204/21. ,,,,,,,�as ELEV: 409.312sws SEAL raflnslaNs PALM SPRINGS PRa Ecr f7O' EERING taro M vi CITY OF PALM SPRINGS RAMON ROAD DRAINAGE IMPROVEMENT -10 "F<a, PUBLIC WORKS DEPARTMENTCES r�+7�6'6�x s DRAWING N0. [Is,1 gas eaz, aPP. BYAT BARISTO CHANNEL HE SIIPONISDN OR 21-FOOT CATCH BASIN SHEET No. N M.BRLOINSFERED CNL ENGINEER NG.41&M fmWW` CIIY ENGINEERR.c�-"°�""' O 0 TITLE SHEET 1 of 2 o�rt Rrr_ OGCAIPf10M .avre. ot1F __ - -- I NOTE: CONTRACTOR SHALL PROTECT IN PLACE -EXISTING GROUND ® - - - - ALL UTILITIES CROSSING OR PARALLEUNG 410 -410.27 TOP - _ STORM DRAIN - - - - -__.. _... - _ _. _ - _ _ THE PIPE UNLESS OTHERWISE NO D- 405 69.11'-30'X79' ELLIPTICAL RCP CL. 1V S=0.002 7 400- g.. ECT SCE IDENTICAL POINTS _._. UCF BANK & - _COMMUNICATION - - - - - RAWON ROAD CABLE EXISTING GROUND STORM DRAIN - - - - - 1411 100.00'-30"X19"ELLIPTICAL RCP CL- IV S=0.002 405Epmw _ 8 9 jjC:DATA _ _ 8 9:DUCT BANK _ : - $00 Qto= 20.9 cfs 91 PROFILE SCALE PROFILE =s&. 60 40 20 0 20 40 60 NOTES cvs PARKING SHOPPING CENTER 1Q EXISTING FIRE HYDRANT (PROTECT IN PLACE). 4 DRIVEWAY € Q EXISTING DROP INLET (PROTECT IN PLACE). 0 2X12" CONTROL VAJIvE P f EXISTING CATCH BASIN (MODIFY). U�R 3> 3 ® CONSTRUCT 21-LF CATCH BASIN NO.1 PER RCFr_&WCD - STD. NO. CB100. i _. ° --- - --<--- - EXISTING 24-INCH M ¢ — _ E RCP {PROTECT IN PLACE)- N a _ _- CONSTRUCT 169.11 LF OF 30-INCH SPAN BY 19-1NCH �- �c.. - RISE ELLIPTICALLOCAL DEPRESSION PERNO. 2 O 7 \N LD201. CONSTRUCTR RCFr-&WCD STD EXIST 4 8' TRIPLE BOX CULVERT 9 \Z 16 8 9 ® PROTECT IN PLACE. -- — -- - - T- --- VERIFY LOCATION AND INVERT ELEVATION. �-� RAMON ROAD ® PROTECT IN PLACE ELECTRIC CONDUITS. n N89 32y17"E � _ RCP TO EXISTING CATCH BASIN. CONNECT 30 SPAN BY 19' RISE ELLIPTICAL C EXISTING 6-INCH GAS UNE TO BE RELOCATED BY OTHERS. .. - ... ti. — - -- Z v 8 SF c� a z ut n -RAM-ON -ROAD 3> ojz 3 PLAN ' L p't Rl-L kl Yw CMCFAL BENCH MARK: BASIS OF BEARING: aa BRASS CAP ON THE SOUTHEASTERLY THE BASIS OF BEARING FOR THIS P0' 0' 20' CURB RETURN OF FRONTAGE RD AT STREET IS THE CENTERLINE OF THE INTERSECTION OF RAMON RD AND SUNRISE WAY, TAKEN AS. SUNRISE WAY, DESC. L-3 RESET 1973 N. D'06'42" W �PER CITY OF PALM SPRINGS. PER PM 204/21. ALL VERIFYTAL AND VERTICAL UTILITIES ARE APPROON THI THE CONTRACTOR m ELEV: 409.312MUST VERIFY ALL UTILITIES SHOWN OR NOT SHOWN ON THIS PLANS. *km-_ S& S CITY OF PALM SPRINGS REVS!°NS PROJ09-10PALM SPRINGSEERNGF04 "'ePUBLIC WORKS DEPARTMENT RAMON ROAD DRAINAGE IMPROVEMENT .�S�R(SAPPROVED BY AT BARISTO CHANNELDZAwlwc No. PR9%RD TW 21—FOOT CATCH BASIN SHEET NO. CFAL ENCNEER N4.41876 k ono RC-E.M.,? t CITY ENGINEER A, ,n _ _-__- -— PLAN AND PROFILE 2 OF 2 ifl_0 r 100 P1m a•4'1 C~UR 0E JOO mm E€ i (30,J8 T�•p s S1N€04 €€�€�E 7AL K /-c CIF$ ' -_T CC Tr i IT CONOeETE sax ! 1/r SMEAR Alit 1 4TA:INKLE44 STEEL._ C C N 1€113{IIEf li311 EfIl EF€ i��� ' r[{Ilfllll1111 f1111€ �1�1 Hg - - �•. D I FJ 111111111€t i t I I€Ei - ;p wE 1 2 3 FOR DETAIL SEE - / 1L 1i Lu.13.LL€-I1Lt L1� n MODIFIED LIFTING LUG { �� C PLATE(MIER REo'D) P s ^€' SIDES TABLE 3 - HINGES T�FI�TrnTrrl�Tr T 25, MID MEMBER -- 'BOTTTTOM BOTH _y� OF �� u4 Pate frn�Rc aEanrm) IwGRSiG: $� H2, i I' iiG _ ;3• will 9JPPIXtS. bERFIC+V.f1Ew9Ek5 He Sims BM 9ZE, W x H HAS SIZE I E Exrw c � rum 'I AD SUPPORT 1.2 x 1.2 m 4°x4`) 2 300(1Z') ao ow A 50 nm 1 FLOW S ME SIZE AS1 2 x 1.8 4'x5' 2 3t10 12' w6MeER �a► 3;u.x . 4 OM MEtt R PLATE 1.2 x 2.4 41'1c8'� 2 IA x 1.2 1$`x4') 2 456 1r) BEAR€HG PLATE 1.8 x 1.8 $° 2 450 i$` T1lRrE-111NrE[3 INLET/OUTLET BARRIER SECTION 1-N we - 1.8 x 2.4 6'1 2 450 18' FOR RCB WATCH WOTH 1F 1.8 x 3.0 WK1101 2 #50 1S am Mu SUPPORT SECTION A-A 2.4 x 1.2 (B'x4 3 3w 2 Q 2.4 x 1.8 811 3 3w 1 2.4 x 2.4 8 x8`} 3 300 12 2.4 x 3.0 8'xit! 1 300 12 sm v_ 7/9 . 12 1 1 - 3.0 x 1.8 Itr 3 4$0 18' UEMKRI 1 I PLATE v 3-0 ■ 2.4 10' 3 450 T8' 10 x 3.0 10.1110') 3 450 18' `E- } 3• EXISTING CAST-IN-PLACE CONCRETE 12'X6' RC8 ROOF (THICK. =8 Y2") TOP 1-$., 12.xfi, 600 2# UNIT 1 t i g,g : 3.0 1 11E 2`x10} 3 6 '4.2 x 11 14`xw) 3 8$3t4�224 24' 4.2 x 2-4 14'x8') 3 800 24 jA) E//t���TION_ Q- PL 3/4{�+ 4.2 x 10 m 14'x1(1') 3 SIX 24 PL18"x18"x1 Yz•(SEE Lc SJtia`� .'TrP. _ RAEN18'x1 Xt" 25-30D nve€ 1 4 � y €� �6 PL12702•xV �� - TABLE 4 - HINGE V 24"MINX(THRfE HN31ES) 1 €' ( } -0- 7/g" HOLES Incu SECTION 0-0 CLEARANCES ANGES (TYP.) (� (SHEET 7 OFF 8) 0 BARS x _ y + (T1F t C5x9 _-__ -_--_ 102 {I4' 50 (2`) 75 (3'? + 2 " STA 123 t5' 6 2 1f2') 90 (3 1/2') PLlrxlrx� (TYP.) frElp€JEER ALL FL►.# t- Q 15 $' - -.. -- ,. .. - � _ ' DETAIL A MI x 76 x 10 mm f _ 1 1/r) 11 4t -) N.T.S. (3'xYWO'�} SECTION D-D P F 203 8')100 (4") 125 (5`) z ( . �. MODIFIED HINGE INSTALLATION �ytiFFT vws 25 rm(1')foR "-�- -• NOTE: EXISFING CA5f-IN-PLAC€CONCRETE 12'X6' RCB ROOF(TWX =8 1¢"} H. 1.2 k 1A m(4'dE 6') r W-U)5 40 mEtx(1 tJ2"}F£k IS #s� 0 LE FOR 0, X AND Y VALUES SEE TABLE 4 a32` !i•o I g$-' NOTE A i t1 4' H 2-4 10€n;8'ia 1 - i;,�. r>ET4I.4 STRi�1+0 n€a _ - aECTION .-E DETAIL 'E r[ PL18"x 18xl Y" SEE CET13L A 1$"x4g'x3A'� _ HILT] KNK KB-TZ SS304 #�.. 1d`*f x 4 7j`H0LE5 3Ss" + 2" 2" (CIA-3'4{TtiP-) HO?LATE PIN 6 mm,1 J4 13 x 100 x mm DETAIL 'P � - _ _ .___ DETAIL A a BOLTS 19 x 125 (1/2`x4'x$) TABLE 1 - STANE)ARD INLET f OUTi ET N.T.S. -- 2 PER 8£AR iG PLa E DETAIL F e� SZE.W=H VERTICAL "R� ,°'t+EwHE11 5 �L ER(3I4 MODIFIED LIFTING LUG 1.2 x t,2 m co') 35>:€3(t'xt/2') C 102 x tC.8(C a:7.25j C t472 x tII.E(C 4x7.25) TS 51 *5!x B (TS 7r2x0.250) 1�LT.5. 12 a 1A (4'61 5t.13 2".1/2-) C 102=IC 6(C.z7 25 C 142 z 14.E C 4.7.25 TS 51• .51 x 6 (TS 2.2.0.250) 1.2:2.a 4'.4'j 76.13{3'z1/2') C 127 x 13.4(C 5.9) C 127,13.4'C 5.9) TS 76.?6 x 6 (IS 3a&..250) s=12 (6'xe) 2s.;a c 102 x 36.6{C 4x7.25) C 102.14.E is 4.7.25 Ts s, .51 .6 (Ts 2.2.Ix2s4) NOTES _ 1.6 x I.a (6'zfi'l sr s 13 [2'xl/Y) C l0Z s 1CA{C 4.7.25,' C 1102:110.E((c ax7s5 T5 6a x 64 z 6 75 2.S1Q.sK0.250) IA.2-4 (6'xa'] 76 x i3(3'x1/2') C 127:€!.4(C 5.9) C 327 x t3.4{C 5z9) IS 69.a4 x 6 j{TS 3.5x3.5.0.T50) 1. THE CONTRACTOR SHALL INSTALL HILTI STAINLESS STEEL KB-TZ I.E.3,0 iII6`.10') 114 x 13 J4 1/2'x1/2-) C 152:15-6(C 6.10-5) C 152:15.E C Sx10.5) IS 114 z 114.6 jTS 4.Sz4.5z0.250) SS304 Ya X8- PER 2006 H1LT1 NORTH AMERICAN PRODUCT 2.4.2.2 W.4') 25.t3 €'.1[2-) C 1112:1G.8{C%;251 C 102.10.e(C 4.7.25) IS 51 x 51-6 llj Ts 2.2'02`•G) TECHNICAL GUIDE. THE CONTRACTOR SHALL REFER TO THE HILT[ 2.4 x 1.6 a'=6') 51 x 13 2'zl/2') C 102 x F6.8 iC 4x7.25, C Sfl7:1SA(C ax7) 19 64.6a:6 TS 2.SzI.5x0.250TECH s 2.4 x 24 {8'xX" 76.i3[S't3/Z") C 127 s i3.4(C 5.9) C 122 x 15 {C Sa9) IS 11 x 71:6 S 4.5 40250) EDGE IST GUIDE FOR PRODUCT SPECIFICATIONS AND MINIMUM 2.4 z 10 11'x101 t14 x 13(•1/Yx,/2') C 152 s€S.6{C 6-10.5) C 152 x 75.5 C 'r_5) TS 114.114 x 6 (T5 4.5z4-Sx0.25fll EDGE DISTANCE. B ,>:i Oig..llnta Y.cw u.sA lox E,ee BENCH MARK: BASIS OF $EA.RING: 3.0 z 5.8 ((i0".fi) Si.13 {{2"xt/2 C t03.€0.8(C 4.7.25) C 142:t0.&(£4.7.25) 15 64 x fi4 x 6 I2. S 15a2-5x0.250 3.0:t4 {10'x8') P6 x€3(Yx1/2 a t22:13.4{C sx4) C€27:13.4(C 50) rs 69:89 x 6 (TS 3.5z3.5.4.250j 2. THE CONTRACTOR SHALL NOTIFY THE RCFC&WCD (DISTRICT) IN ,_USk T: 1. 10 x 310 (10'zIo) 114 x 13(4 1/2'x€/2-) C 152 x 15.6(C Sx Ia.5) C 152 x 15.g(C 6.10.5) TS lit.114:6 TS 4.Sxl5xR250} WRITING A MINIMUM OF TWO WEEKS BEFORE BEGINNING a t,-xn•wcev,n BRASS CAP ON THE SOUTHEASTERLY THE BASIS OF BEARING FOR THIS s 2.x 1 z9 CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION BEFORE „ ,;� CURB RETURN OF FRONTAGE RD AT STREET IS THE CENTERLINE OF x"AlL 12xa 76 x t3€.x1 C 122:€3.4(C Sx4) C t11:1 a C I5 89 x>sR x 6 LTS 15s3'S€`O'130) OBTAINING AUTHORIZATION TO PROCEED. S '`�`"•� THE INTERSECTION OF RAMON RD AND SUNRISE WAY, TAKEN AS 16 x 10 (Tnw' tit x 13(4 1/2'.1/2) C 152.15.6(C 6,1") C 352 x t5.s C 6xs0.5] T5€14.114 z 6 IS 4-5:4..250)0 3 ua�r1 znx 4.2 y 1.8 (W fi')) 51.€3 (2".€/2') C 127 z 1141C 5x9) £127 x 114 CC 5x9} IS 76.76.6 ITS 3.3.0.t50) .aN�.�,.x:. SUNRISE WAY, DESC. L-3 RESET 1973 N O'O6'42" W 4.2 x 2.4 (14•,8D 76.€3 l3'y!/2") C 152 x 15.6(e 6x10.5) C 152:15.6{C 5.10.5) IS i02 x 102.6 M 4.4.0.250 1 ' PER CITY OF PALM SPRINGS. IPER PM 204/21. 4.2:10 rn (a4'.IC) t14 x 13{4 1/2'.I/2') C 179 z 163{C i,12.26) C 178=!&2(C h12.25) IS 127 x 427.6 (T5 5x5x0.250) _.- ...............- PROJECT NO. z.n �--wyaa roa wz ELEV. 409.312 RIVERSIDE COIJTM FLOOD CONTROL REVISIONS AND ( TY 6-0-00302 H-E.dif .[ �e$ SEAL CITY 0 F PALM SPRINGS WATER CONSERVATION DISTRICT �+I I I O F PALM SPRINGS I#INEER NG enel.�I aha 92544 �y e"0 Pl1BL1C WORKS DEPARTM (y3..M-60 F.(351)'6'6621 +'°'y ' RESMMENOEO EOP.APFi'I, B": A P MD R.: PALM SPRINGS M D P SWING NO. S�UR�15 12 APPROVED BY LINE 8 6-355 PREPARED LNDER THE SUREWSC&OF: n�,. SHEET IJO. JOHN M.ExuI CI,' ENGINEER SLOPED PROTECTION BARRIER 19A OF 19 -- REGSWE M.. ENC]NEER NO.41836 Lx u4 P,.C.E.No./UP.DATE 0+�: j o:iE: