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04580 - PETERSON BROTHERS CONSTR DOWNTOWN PARKING STRUCT CONCRETE PAVERS CP01-27-23
Peterson Brothers Construction Downtown Pkg Struct CPO1-27-23 AGREEMENT #4580 CM signed 10-7-02 AGREEMENT THIS AGREEMENT made this a _ day of in the year 2002, by and between the City of Palm Springs, a charter city, organizedand existing in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and Peterson Brothers Construction, 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: Palm Springs Downtown Parking Structure- Concrete Pavers City Project No. 01-27-23 The Work is generally described as follows: provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything else necessary to complete the Downtown Parking Structure-Concrete Pavers Work for the Palm Springs Block 28 Parking Structure Project. 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 considerable financial loss if the Work is not completed within the time specified in said Notice to Proceed, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The damages suffered by the City would be extremely difficult or impractical to determine in the event of a Breach by the Contractor. Accordingly, the City and Contractor agree that the Contractor shall pay the amount provided below, as liquidated damages, for each calendar day that the Work is not completed in the time set forth above: $750.00 per day 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). ($38,031.00) _ ,tLr ARTICLE 4 --THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Performance Bond, Payment Bond, any Addenda 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 provisions of the Standard Specifications as amended by the Special Provisions. Applications for Payment will be processed by 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 as amended by the Special Provisions will have the meanings indicated in said Standard Specifications and 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. (Sign'" 11',.j.; IN WITNESS WHEREOF, the parties have executed and entered into this Agreement as of the date first written above. CITY OF PALM SPRINGS ATTEST: f a municipal corporation City Clerk City Manager Agreement over/I $25,000 APPROVED AS TO FORM: Reviewed and approved by Procurement & Contracting Initials � vfo, -,, Date City Attorney P.O. Number CONTRACTOR: Check one:_Individual Partnership Y Corporation Corporations kquire two notarized signatures: One from each of the following: A. Chairman of Board, President,or any Vice President:AN .Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Officer). By: v —� By: >-- Signature (notarized) Signatur (notarized) Name: U�T� J � t �) Name: � a:z Ly S,/7e Title: pp II .. ..�11 Title: �=11 J State of /`c/�A/1J/ State of County of D Jss County of Iss D On� l" b re me, .ffw,u Q � (/.-RJR ANY On befor personally appeared U personally appeared personally known to me (or proved to me on the basis of personally known to (or pr ed to md on the basis of satisfactory evidence) to be the person(s) whose name(s) satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. which the person(s)acted,executed the instrument. WITNESS my hand and official seal. �d/, ,/1 tAnTnic�R,,,y han nd official seals �D Notary Signatu e: , 40 U-++u`-'M� Notary Signatu Notary Seal: Notary Seal: _ G' U? V'is' U ti ( J. DIANE LU,W, KINS W« a�— . ) ° _ �- �. Comm.N 1271135 — J. DIANE A UKINS w 4 N6TAUPuauc-cauFoexla N a ."a -:• .,a ._, �p s Comm.H 1271135 Usage County M g�''A r`�" ��� `"+�✓ Vy1:�A NOTAOY PUBLIC-CALIFORNIA PAV,N�rnm.Eupiiµgs Aug.16 0UL ('� �_e�.,-^'��,,. 1 �" "�'g Mtl Ceram L ovanpine AugV16,2004 .M1 mil (✓ ,.d 73 �J .. ..."wf----� PERFORMANCE BOND Bond No. CD 7562 Premium: $ 951.00 KNOW ALL MEN BY THESE PRESENTS, That PetersonBroLhersConstruction.as Contractor and Contractors Bonding and Insurance Company as Surety,are held fimily bound unto the City of Palen prings,a Charter City,organized and existing in the County of Riverside,California,hereinafter called the"City,"in the sum of.Thirty eight thousand thirty one (539.031,00)dollars,for the payment of which sum well and truly to be trade,we bind ourselves,our heirs, executors,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 Agreerncnt with said City to perform the Work as specified or indicated in the Contract Documents entitled: PALM SPRINGS Downtown Parking Structure- Concrete Pavers CITY PROJECT 01-27-23 NOW THEREFORE,if said Contractor shall perform all the requirements of said Contract Documents required to be performed on its part,at the times and in the manner specified herein,then this obligation shall be null and void, otherwise it shall remain in full force and effect. 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 such alterations or extensions of the Agreement is hereby waived by said Surety. SIGNATURES ON NEXT PAGE SIGNED AND SEALED,this 12th dayof August, 2002. Peterson Contractor Brothers Construction, Inc. ContrlrcDr By r�.6uPui,� By D Title ��� Title Corporations require two notarized signatures: One from each of the following: 1. Chairman of Board, President, or any Vice Prasldent: AND 2. Secretary, Assistant Secretary,Treasurer,Assistant Treasurer, or Chief Financial Officer). SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY Surety- Co tractors Bonding and Insurance Company By t Douglas E . Rapp Title Atto ey in Fact CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT r State of County of f01I I cA On before�� before m ✓ n C' Data Name an Me f�J0 car( g,'"�,eTgp Do ,No[ary Public") iC personally appeare Name(s)of Signer(s) l' personally known to me-OR-❑proved to me on the basis of satisfactory evidence to be the person(s) r� whose names) 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 XI �^ his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, o � - �- %61 � J. DIANE IUKINS executed the instrument.Comm.H 1271135NOTnnvPunuccauFonminWITNESS my hand and fficial seal. t? goangc CoMy Comm Expires Arm.i0.2_J �0 I , l IfY 6ignelu e of Notary Public > J OPTIONAL l <z'I Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent > iii fraudulent removal and reattachment of this form to another document. �z I Description of Attached Document r in ai Title or Type of Document: >) Document Date: Number of Pages: >I n Signer(s) Other Than Named Above: p Capacity(ies) Claimed by Signer(s) 'Signer's Name: Signers Name: >I a .n ❑ Individual ❑ Individual i� ❑ Corporate Officer ❑ Corporate Officer jl Title(s): Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ; ❑ Attorne in-Fact ❑ Attorne In-Fact 1')I li Y- Y-� > ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator c ❑ Other: Top of thumb here ❑ Other: Ton of thumb here ' Signer Is Representing: Signer Is Representing: ipIf, ( c I� <I n�:%c�,-C:.c%:.w u._u�.V✓-- �c�.� ��,p.�p"::c::FJ=1W=�:::,c:�4 ✓ ��✓..��='��=�C� ,. .. 0.._�._r�`��/�.�v�� v �_..�J� 1995 National Notary Association•8236 Remmet Ave,PO Box 7184•Canoga Parl,CA 91309-7184 Prod No 5907 v Reorder Call Toll-Free 1-800-876.6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of ORANGE ss. On AUG 1 2 Z00? before me, CHRISTOPHER J. COATS, NOTARY PUBLIC Date Name and Title of Officer(e g.,`Jane Doe,Notary Public) personally appeared DOUGLAS A. RAPP Name(d)of Signal NI personally known to me ❑ proved to me on the basis of satisfactory evidence F` , OFFICIAL SEAL to be the person(s) whose name(s) is/are 1 . `;;..`' CHRISTOPHERJ.COATS y NOTARY PUSLIC-GALIFORNIA subscribed to the within instrument and " m COMMISSION# 1267699 acknowledged to me that he/she/they executed ORANGE COUNTY r oMy Commission Exp.Jury t5,eooa 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. ll WITNESS my h d nd official seal. l Place Notary Seal Above Slgnatur c atary Public l OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here I ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Otherrls: l SigneRepresenting: I I l r l 0 1999 N.t,l Nolary As..Led•9350 De Solo ill P.O.Box 2,402•Charswodh,CA 91313.2402•w ru9onalmeiir,or0 Prod No.5907 aeorder.Call TdbP.1-Itt 6fiB2] ••:ate as.*i •',•°e• 'a">r^?;�;• •moo:>•. �5:. 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LC",OfLtLi tl l: cll ..i�_ I,UP.C ,IaI ,]I,'.,,::: ail: I-I,. u E'lfe'.inll'.I;' l I :n 111c I IIf:l I ,,,,1; l:'l .,u1 uo„r�.l cll :n�, 11 ll, Iu:Inilul;•„ I If), II'r I I k rl In, ',n i.11lt 11 1'I , 1 ,Il).'I .II n" L,:�' r'n'L m., ,1,ilf 'I-II I 11 Ii1C [Iil,l 'f-17I_i .. ., I "I Ilk 'I : . aI; I 1!',I� _J '.�: 1`Iu IJ.,I1 j IJI a , u i':11ll_ l n1 1u�drl �'II if .vl;:r:. .:,: .J,CiDI;i �ilil _i 1 i' ,.1.111 u. :. :IL. rup i ,:. . .I 1 n„ uL_I,I Kau i)[ e01.1111'_'Jil Count; of 4 ➢n ,aurn_ ''" i,;llyt :II. .J ., tll� fdnGu}' l'llld' 1:;r.., 1,il: .I� �I , l .,,J;IC., P.Illl 1 , .:h I.. C}'I7EC :. lm knv 1, a, , m Ati" �01 I a q :1;„_ JLI11C�. , i �il I�l I L' '..1 h..1 '11:1)•'l1 , .171(I e' kI,)VI _ 1. C(L��,C4i IO IIIC if il!dl liL j _a111'.' ' I` !1111. .tu�l:n' V J !d� i!s 11. Ii Li, 'UA 71:'I: t,lti',I'_IILll1 �I,,' :'illlly lll(;I: beh Ill : }n/I I],I1"°iS 111,, 11z.1d nil r"I,i,;,I PAYMENT BOND Bond No. CD 7562 Premium Included KNOW ALL MEN BY THESE PRESENTS, That, Peterson Brothers Construction, Inc. as Contractor, and Contractors Bonding and Insurance Company as Surety,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:Thirty eight thousand thirty one f538 031 00)dollars 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 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: PALM SPRINGS Downtown Parking Structure- Concrete Pavers CITY PROJECT 01.27-23 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 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 Califoria referred to therein and acts amendatory thereof,and provided that the persons,companies,or corporations so ftmrnishing said materials, provisions,provender,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 sutra hereinbefore set forth and also will pay,in case suit is brought upon this bond,a reasonable attorneys 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. SIGNATURES ON NEXT PACE r SIGNED AND SEALED, this 12th dsyof August, 2002. Contractors Bonding Peterson Surety and Insurance Company Contractor Brothers Construction, Inc. By f _ d Dougl,js A. Rapp C Title Attorney in Fact Title � (SEAL AND NOTARIAL ACKNOWLEDGMENT OFSURETY) Contra t By Avk�f�- Title t Corporations require two notarized signatures, One from each of the following: t. Chairman of Board,President,or any Vice President:AND 2.Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Officer). CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT <; a �I State of IF, 1�11 1 County of ,n On 02,2,10 before irl W W )� � I DeIn ame Till o1 O f er a g.�)J�O e,N�otaaryy pubha')) � personally appeared �" o �� �`K11 /�� -",.I si er(a) �I L; personally(mown to me-OR-❑proved to me on the basis of satisfactory evidence to be the person(s) )1 C• whose name(s) is/are subscribed to the within instrument h; 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), J. DIANE LUK INS / or the entity upon behalf of which the person(s) acted, �! f Comma 1279735 in executed the instrument.NOTARY PUBLIC CALIFORNIA -> 7 a Orange Ca ojl My Corti Expiro,AugAu0 16,1004'"Y WITNESS my hand and fficial seal. (. 01 S�11I 3ignaty a of NOWry I )> x�l py/� )? O�9 i y�101,101 I'll �^ Though the information below is not required bylaw, it may prove valuable to persons relying on the document and could prevent 1' f fraudulent removal and reattachment of this form to another document. �I Description of Attached Document-, � I? Fn Title or Type of Docum nt:O � pp �! <� Document Date: � d 2�®�� Number of Pages: >� by r !(' Signer(s) Other Than Named Above: � Gapacity(ies !aimed bV Signer(s) 31 ( Signer's Name Signer's Name: ®bdl� a C; uS ❑ Individual ❑ �,IIpAdividual � ® Corporacer I�Corpa'ate Offic r A t O f il S' Title(s): Title(s): ❑ Partner—❑ Limited ❑ General ElPa Partner—[I Limited ❑ General ¢:. ❑ Attorney-in-Fact ❑ Attorney-in-Fact ; ❑ Trustee ❑ Trustee ❑ Guardian or Conservator - ❑ Guardian or Conservator Ica ❑ Other: Top of thumb here ❑ Other_ Top of thumb here j1 i (. ��I 1 )1 Il> •, Signer Is Representing: Signer Is Representing: ) 91995 National Notary Association•8236 Remmel Ave,PO.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder.Call To11-f4ee 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of ORANGE SS. On AUG 12 2002 before me, CHRISTOPHER J. COATS, NOTARY PUBLIC Date Name and Title of Officer(e g..'Jane Doe,Notary Public") personally appeared DOUGLAS A. RAPP I Names)of Signer(s) ® personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are OFFICIAL SEAL p subscribed to the within instrument and '�e CHRISTOPHER J.COATS f!k NOTAR`!PUBLIC-CALIFORNIA acknowledged to me that he/she/they executed - a COMMISSION# 1267699 a the same in his/her/their authorized • ORANGE COUNTY a My Commission Exp:Jury 15,2004 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. WITNESS my hand d official seal. Place Notary Seal Above M9Jr a of Notary Paula I � � OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: I Document Date: Number of Pages: Signer(s) Other Than Named Above: I Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual e Top of thumb here ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: I' 1 Signer Is Representing: .I I I I I 01999 N.W [Notary Aseodalwn•93W De Sol.Ave.,P.O.Boa 2402•Chatav crh,CA91 313 24 02•wAw r.1 or.lr.taryc,, Prod.No.5307 Reorder.Call Tdl-Free 1-B00-V] 27 .°�o:°��oi i•��o'i'ee0•:��7`r'^❖:0��:i'o`:�:0reoi''o�':9�►6i•::<':��.:°oe:,::��.•:e;o.��::��e.�o•�^�0•°°o9�.Po:o:�:6��:00:�:0.••.��.eeo o�•.��•'J I ioi• °•• '� ♦ � of°6�°,00°�°o°ei°o^..•re°e°o of°o�Proi•°o o••°:O.°roeooi•:�°o°leho•:•:�•o�oe ��.^°.•.°�°.... _ _ O I,I.I o•.~�.NPo�i°•.�p'•oo4 o•�°r o°o• ,•r•.°,.•►,,,.°::o• ° :000°o... 000.°..•.••oo�,o�.ro�ee,0°I e e000B��oS..rgoo'O��eOio•:eo'oiioe,p7ig°°i•�oee,u.pogo.o•,00�re.pogo r°ro,�ee°:°go°O00000 e6o�og,•o°.o°•°o°p°gp°:o°�°I°S•:°g•,°.°oi°o°i=76g'e°i000°:° �°'e°ieoa•�' °g'aoioo•S3 pie°e iooi:C iJ••e. °•o•OO a o^oa•,°0°/I01•Oooi.�g,°1°/°oo°O•Ooo^��°°.°•°0°0°0•°•°0^��,°.°1°Ioe O•eo°o°!:00°.°°1°o10 i°e•:i°°•°1°l0o°•°oS^�No°ooeeeioi::i.°0°oe0°°,p.o�i°Oo0o0iiS'oi0001101iio:a°000°1o11ioo7o°°°io°Ioll,o0'0°0°•O//Iloi�o��•�� �((��„�••vv11191PPpP0/oP v0,1,IppePfOo/wg9ilOpPlP,Iowa,911PpP,P,P„owp,191PvPiPiPIPw,1w,v,9,IPIPPIP,PovwyPP,NIpiP,PoowpP,9iPP,PIP,P„owv,9,9,P1iP,P,P,7,ow,q9,P�11pIP,P,P,P,ow,aP,P�P�IPf,P,00 ap,9,P,pPP,IP;owd,9,P,P11pP,0ar ;°.����� 46!,o° s ` •oo lgr vo t°„••'r :obi 1�1 1>10..•°•.— "ems °1 °roe••off— ee •eo4� O 6•g °0:°:°e•°J a Co�.Orer r � S•of o:°o� _ •• m• m e o •°;ens _ _ _ _ 11Ip a �° �i•act Vli) J« r NANO - Dy _ ed F ---------------------------- '•t< r vI IlU':- EEC e°i°Ji a '—�4••oo ---------------------------------------------------------------------- •ggoZ de°�• o , TIFICATE eo°eo•'.•r • 1, the ((ll�'to • • •undersigned• • " i �1 „ro.�••� � eeo •:'ed v •• • �ys41 edd•:_ .. 1 • 11 ��hp�((ll'•:°°re 1 / 1 0 0 0 Or 1 1, / 1 ,�O/TRTItTR�e111(PIe1T0�1PlRIRIIE�/IITIITPf1T0�1/TTITII111�/1IlI fiTll 0 °E�1 •y� ,adldddddl,e o,eddddNdd,o�;,dddldlldl,��,addlddddd •,adlddddda,°,,adldHdda,o,,,Pdlllddde,°.•,aldldldN eddlddldl adddddldv IHddddde ,IIIddHN,;;,/lddllddl,g_�° e°•°•oe•°•gi:,Bi°°1o110o1°1a•°••oSile/°1e11°OOr°•°.eS•°°•/•/e0eoe°e�o�.°•i°i°,eo0101oeo::°4°lee1e11°o101e•°•:SS•°1e10 o1,eo1,°•o�oe°o1°eeo0,o0ogro oS•o1i°li°e°e°egr...Qi/i°e°°orelo°o..' 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TRADE BID SCHEDULE Lump Sum Price for Construction of The Palm Springs Downtown Parking Structure Project No. 0 1-27 in the City of Palm Springs, California TRADE BID PACKAGE NO.: 23 TRADE BID PACKAGE DESCRIPTION: Concrete Pavers TOTAL BID PRICE - (INCLUDING PERFORMANCE AND PAYMENT BOND PREMIUM) - pnce._m.GFlgu� res Pnce in wor s �a Price in words l ir�_� �° BIDDER---; �, t-,i_G�J,'-'�� �i %?'_i:)e: r;tJrz (:_i. ;'2Lti�J`;.✓«��,,af i� Signatures TITLE: s c DATE: %a,. City of Palm Springs TRADE BID SCHEDULE - LUMP SUM PRICE TRADE BID FORMS - 3 1RADE BID MDENQPACOM D T90i DESCfilRON Comla Paves E1010, CROPPAIMME$,CAM �ur�eis�ra'd B�de��opose$and agrees,�t�8�is acCapi�,to enter int o an Ag�eemaoi vd>h the Coy of Palm��in hI nnkwd'AhCo actk marts(asdefinedinAla4aihAgiaenontltope MM'okasOldCi AMio Hid ContactIaw Ow,ImINg" PAINT SPRfNGS OOWNSO!PABY�O OEMF1tD�ECT ND.OL2T Wdar*=Cot,ell of Nc leant aid cardiliel$of the CAM=tD Tema,meluding wltlwuipmltatibndibea inthe tbtwelrnitkl2 Bide and IrmvG(Im3 to Bidden,deNig With the diap"n of the Bid Security-Bidder wia entlr into en AOtaeM1Nnt whY+n do Gmand In the mrmerreQL{red in 0.leobdcbam ia'Biddarc.rid Wet iwni*tiv kmnarce M"'eta, Po,bond:Pe,Nmaeft Band.and Frtrr*j iegA id,Ey'Bit'CM t Dotunlen e Bidder net examined copiea_of_dl.tM Cdnum.Oayunwnb`.'mc M lh(follmvkg Addordk betW of Mach it noreby ackmwladpadl: : . ' Number` psnber Do" Number Sfidder twf IatM3arked rueH wnh ilre nbWre'eBd efRnm.'o1;V4,'CantrKr Daaumad=i tDn Work,tKaRe,tM bgAty Wnere Va wuk Ik W be pwam"the Legal reQ*O hmv 11MemL.stHa,'atd Beal Yaya,ordb�dxea,rhea.ord nflWatlwn)naM.tM emditieraeflaNrg eolt.pragrtao or peden enCcof the'Wmk"+ddfiekm".h bde(Jetdemkrvesli22fianlee BMGr daama neceaaaM .. - In canformatiu whhawsMafav+Mry,iequ4ammG of OaGlmb Labor Codd Bandon to60,e,W., ne eadertgncd cenfamtb faAawlnp H in cMificalian: I am ewers oftln.pfovbidra M.`vtiitiv!r�aYDti'nl, L."Cade Mdch fectoo arary emVbyu m hd,iurypafrW0 dra+ .te - � t v '601 inWriIICCNDCc,OrdY1CC"Wh1A.Ne_ G11Y.balun(:^�'^�!i.'.^"a t11M Pe�ariYAncC01YM' . work of"weid::'�"`„ Ta e9 ilP forcONnp.tinGjkrtW01n9 N.Bid`cEb!d1!YTs,I,:Ui of,$f2bbntra s,IdoncoBusbn AltidlWt'r.B(ddarY Gmenl lntornwdan,and Bid Bow ronekVgd.M:VIesA$iil_Farme;iaid;rVide f.?iatlror,d➢rE!a w earWbte der Work required wrier tiM CAMracf pocumenbY wphiatM.Cp,'MractTam s[ipuUiod Intnld tdlBFlgt DOeW�aMa rd to accept inluil paymemthaikfortte . QW.t Rica baNd a.a Vot(;aM=ZT'phic&"d DiealR`nnme.YfrctM�lorYmpWiond gdrGg Scfkdubpl.`. �� �, Dam' b,.C__. . TRADE BID TRADE 310 FORMS•2 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY OFFEROR AND SUBMITTED WITH PROPOSAL State of California I I ss. County of OKPV& ) I, fA bein firstd'ulyo sworn, deposes and says that he or she is of (/k) �Uy rty ui the party making the foregoing bid that the bid is not made n 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. ij BIDDER t ��� i.y� �',:^.J - �<=<:� ' -1 a �_`) ` -,,:gin & ✓� _o_„-�a d BY TITLE o ,,.°,� ORGANIZATION Ij _ o � ADDRESS __-� a P d; '" 4i 7 SUBSCRIBED AND SWORN TO BEFORE ME THISO AY OF 6�1 �771 N'LUKINS OTARY PUBLI I AND FOR SAID cumin,d 1271135 In ;Npi'AUY PUBLIC•CALIFOBNIA COUNTY AND STATE k �rny>>,1 Bunyo County . '�+l& 4a.•.: fdy Cmnm.CH"Not Aug.K 2004 l MY COMMISSION EXPIRES: City of Palm Springs NON-COLLUSION AFFIDAVIT TRADE BID FORMS - 5 SCOPE OF WORK TRADE CONTRACT NO. 23 UNIT PAVERS BLOCK 28 PARKING STRUCTURE CITY OF PALM SPRINGS, CALIFORNIA e all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything ecessary to complete the Unit Pavers Work for the Palm Springs Block 28 Parking Structure GENERAL: A. All conditions as set forth in the Safety Program, as adopted by the City of Palm Springs, (Exhibit A), Master Construction Schedule for Bidding Information (Exhibit B), General Liability and Automobile Insurance Limits (Exhibit C), Document List dated May 16, 2002 (Exhibit D), Construction Manager's Standard Provisions (Exhibit i E) and Temporary Utilities for Construction Purposes (Exhibit F) are to be considered as part of the work. B. The Drawings and Specifications dated May 16, 2002 (Exhibit D), indicate the General Scope of Work. C. Trade Contractors shall carefully examine this Scope of Work to be performed and the relationship of this work to the work being performed by other Trade Contractors. D. Where a Specification Section is specifically included in the scope of this Trade Contract, it is intended that all work covered by that Specification Section will be included except as otherwise specifically noted. Other specification sections referred to either in these specifications or on the Drawings are included by reference. E. The word "provide" when used herein shall mean furnish and install completely, including all costs of labor, materials, equipment, hoisting, layout, scaffolding, tools, rigging and any other facilities necessary to complete the Work. SCOPE OF WORK A. All work defined in the Specification Sections listed below is specifically included in l the Scope of Work of this Trade Contractor, unless specifically excluded in Paragraph C below. 02780 — Unit Pavers B. As further clarification, Trade Contractor shall: 1. Provide all unit pavers as indicated, in strict accordance with the Contract Documents. Page 1 6/7/2002 I Block 28 Parking Structure Scope of Work Unit Pavers Page 2 2. Provide unit pavers mock-ups in an area designated by the Construction Manager. 3. Provide substrate preparation / sand bedding screed in accordance with the manufacture's instructions and specifications. 4. Provide all pre-finished trims, extrusions, strips and reveals related to your Work. 5. Provide all edge restraints. 6. Provide patterns in accordance with City standards. 7. Provide all control joints as indicated. i 8. Provide all layout for your work from control lines established by others. 9. Provide all cuts as required to fit within limits of work. All cuts shall be symmetrical, and shall be reviewed by City prior . 10. Provide all sealants and caulking associated with the Work per specification section 07920. 11. Provide all slopes as indicated. Finish pavers shall be installed flush with adjacent surface grades. Pavers shall be installed to meet all codes, including handicap ADA requirements. PI 12. Provide required waterproofing under the unit pavers where shown and in accordance with the manufacturer's instructions and specifications. 13. Provide heavy duty construction paper to protect installed unit pavers until final acceptance of the work. 14. Provide required extra maintenance materials. .I 15. Coordinate the Work with that of other trades. 16. Provide all required samples, certifications, and submittals. 17. Provide daily clean-up and removal of all debris generated by your work. 18. Coordinate deliveries and placement of material onsite with the project Superintendent. Provide all flagmen and traffic control during delivery of material and equipment. Provide traffic control and barricades as necessary during installation of work. 19. Provide the following insurance for Combined Single Limit or Aggregate, in the amounts described: Page 2 6/7/2002 Block 28 Parking Structure Scope of Work Unit Pavers Page 3 A. Comprehensive General Liability, in the amount of 3,000,000., including: a. Premises and Operation b. Elevators C. Independent Contractors d. Blanket Contractual Including Liability Assumed by Insured Under the Subcontract. B. Comprehensive Automobile Liability in the amount of 1,000,000., including: a. Owned b. Non-owned c.- Hired Automobile Exposures. C. WORK EXCLUDED: 1. The following items are specifically excluded from the Work: None D. LABOR RATES: 1. To determine the sum to be paid for labor and miscellaneous incidental expenses, the following hourly rates shall be multiplied by the number of approved hours for each classification of labor. These hourly rates represent full and complete compensation (including overhead and profit) for providing li labor. In addition, these rates represent full and complete compensation for the cost of incidental items including but not limited to such things as small tools and equipment (valued at less than $250), travel expense, fuel, employee parking, etc. Straight Time Overtime (1.5X) a II a. Field Labor (Journeyman) $ / Hour $ Hour b. Field Labor (Foreman) $ / Hour $ Hour c. Field Labor (Gen. Foreman) $ / Hour $ / Hour Page 3 6/7/2002 BID BOND KNOW ALL MEN BY THESE PRESENTS, That PETERSON BROTHERS CONSTRUCTION, INC. as Principal, and CONTRACTORS BONDING AND INSURANCE COMPANY as Surety, are held and firmly bound unto The City of Palm Springs, hereinafter called the "City" In the sum of (state in words and figures) TEN PERCENT OF THE TOTAL AMOUNT OF THE BID g 10% ❑."1O net).t MI.1,t r�III 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 sold City to perform the Work required under the bidding schedule of the City's Contract Documents entitled: PALM SPRINGS DOWNTOWN PARKING STRUCTURE 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 shell 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 court. SIGNED AND SEALED, this 17TH day of .TUNE ,20 02 PETERSON BROTHERS CONSTRUCTION, INC. (SEAL) (SEAL) (SEAL) IPtlncivall CONTRACTORS BONDING AND INSURANCE (SEAL) ISuretyl COMPANY By: r DOUGLAS A. /1 P (Sionaturlill ATTORNEY IN FACT SEAL AND NOTARIAL By: l _ ACKNOWLEDGMENT OF SURETY (Signature] BID BOND City of Palm Springs BID TRADE FORMS • 6 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 11 ORANGE } ss. County of J On JUN 17 2002 before me, CHRISTOPHER J. COATS, NOTARY PUBLIC Data Name and The of Olrmer(e g,"Jane Doe,Notary Public") personally appeared DOUGLAS A. RAPP Names)of Sotrona) ® personally known to me ❑ proved to me on the basis of satisfactory evidence OFFICIAL SEAL to be the person(s) whose name(s) is/are CHRISTOPHER J. COATS subscribed to the within instrument and D @my NOTARY S -CALIFORNIA — acknOWledged t0 me That he/She/they executed COMMISISSIONON ',k 1267699ORANGE COUNTY the same In his/her/their authorized Commission Exp.July 15, 2004 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. WITNESS&mhan and official seal. Place Notary Seal Above Slgnat(fp o Notary Pu Ilc OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: I Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer—Tltle(s): ❑ Partner—❑ Limped ❑ General ❑ Attorney In FactI ❑ Trustee ❑ Guardian or Conservator ❑ Other: `I. 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ADDENDUM#2- The Notice Inviting Bids advertised June 3ro, 2002 in the Desert Sun for the above listed trade contracts is hereby amended by order of the City of Palm Springs. The following revisions and\or additions to the Plans and Specifications for the Block 28 Palm Springs Project (Walker Project Number: 37-7296.00) are to be included in the original Drawings and Specifications. This Addendum shall take precedence over anything contrary on the previously issued Drawings and Specifications and shall be referred to hereinafter as part of the Contract Documents. Bidders shall acknowledge receipt of this all addenda in the Bid Form, BY ORDER OF THE CITY OF PALM SPRINGS By HAROLD E. GOOD, CPPO Director of Procurement & Contracting ?r" Date: June 10, 2002 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 Page 2 of 2 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 PROJECT NAME: Block 28 Palm Springs ADD ND iM #002: WALKER Project Number: 37-7296.00 DATE: June 10, 2002 The following revisions and\or additions to the Plans and Specifications are to be included in the original Drawings and Specifications. This Addendum shall take precedence over anything contrary on the previously issued Drawings and Specifications and shall be referred to hereinafter as part of the Contract Documents. Bidders shall acknowledge receipt of this addendum in the Bid Form. 1. DRAWINGS: 1.1. COVER SHEET 1.1.1. Revise Sheet index as follows: A. Added Civil sheet" Dimension Control Plan", sheet 1 of 1. B. Revised Civil sheet title to "Water Plan—275 Indian Canyon Drive", sheet 1 of 1. C. Added Architectural sheet "A4.4 Wall Section 'H"' D. Revised Architectural sheet name to "A4.3 Wall Sections 'G, G.1 & G.2' 1.1.2. Added note "The following items are deferred..." 1.2. CIVIL 1.2.1 GRADING PLAN A. Sheet 1 1. Revise general note. 2. Revise construction note and quantities, add items 21 & 22. 3. Add paver detail, including manufacturer, color, thickness and band color. B. Sheet 2 1. Revise construction note, add items 21& 22. 2. Revise details 1, 2, 3 &4. 3. Revise drain line location for trash enclosure. 4. Revise sections "DID" & "EE". 5. Delete paver detail from sheet (added to sheet 1). 6. Add sand/oil separator drain line, item 22. 1.2.2 STREET PLAN A. Sheet 1 1. Revise general note. 2. Revise construction note and quantities, add items 16, 17, 18 & 19. B. Sheet 2 1. Add construction notes 16, 17, 18 & 19 and note on plan. 2. Add line data box. 3. Revise call out on plans. Page 3 of 3 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.2.3 WATER PLAN A. Revise construction notes. B. Revise " note" C. Add restricted joint note. D. Add 2" top outlets. E. Add typical section. F. Add thrust protection note. G. Revise various call out on plan. 1.2.4. ADD NEW SHEET "DIMENSION CONTROL PLAN", SHEET ONE OF ONE. 1.3. LANDSCAPE 1.3.1. L-1. PLANTING PLAN A. Add 3/8" Minus Desert Gold Decomposed Granite 2" depth in all planters. B. Add (1) Hibiscus Rosa-Sinensis 15-Gal tree form. C. Add (2) Ficus Repens 5-Gal espalier. D. Add (12) Pittosporum I. 'Variegata' 15-Gal. E. Add (4) Carissa Macrocarpa 5-Gal. F. Add (47) Carissa 'Boxwood Beauty' 5-Gal. G. Replace (2) Chamaerops Humilis 24"-Box with (2) 36"-Box. H. Removed (10) Bougainvillea 'Oo La La' 5-Gal. I. Add (12) Lantana 'New Gold' 1-Gal. J. Removed (10) Callistemon 'Little John' 5-Gal. K. Removed (1) Strelitzia Nicolai 24"-Box. L. Removed (6) Strelitzia Reginae 15-Gal. 1.3.2. L-2. IRRIGATION PLAN A. Replaced 100-ASVF Electric Control Valve with a PEB Valve and added a XCZ-100-Com Drip Valve Assembly. B. Changed Stream Bubblers to a Xeri-Bubbler SXB-360-1032 (1) per plant. C. Add Xeri-Sprays for Annual Color area at entry. 1.3.3. LD-1. PLANTING DETAILS A. Add note on Detail 'A' (Tree planting detail): 6" Watering Berm to be removed prior to Decomposed Granite installation. B. Add Deep Root Barrier. Page 4 of 4 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12. 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.3.4 LD-1. IRRIGATION DETAILS A. Revised Detail 'B', the Remote Control Valve Detail. B. Add Drip Valve Detail, Shrub Spray Head and Flush Cap Detail. 1.4 ARCHITECTURAL 1.4.1. A0.1 —ABBREVIATIONS & CODE SUMMARY A. Code Summary 1. Revised "Allowable Gross Area = 337,500 S.F." from 500,000 S.F. B. Code Summary-Openness Calculation 1. Added "Area" and "% Open" column" C. Car Tabulation 1. Deleted "...and Building Area" from title 2. Updated Ground Level tabulation as follows - Standard 70; Compact 21; Handicap 10; Total 101. This results in a loss of 3 stalls with the Grand Total as follows -Standard 306; Compact 56; Handicap 10`; Total 372. 3. Added note ` 8 total handicap required (1 of the 8 must be van accessible). With the 10 provided 2 of the 10 must be van accessible. 4. Updated Efficiency to 329 S.F./Stall 1.4.2 A1.0—ARCHITECTURAL SITE PLAN A. Added dimensions for locating the parking structure measured from property lines. B. Rearranged parking layout @ ground floor. C. Defined all property lines. D. Labeled existing off-site buildings as existing structures. E. Added clarification detail and 2"gap note to trash area details. F. Added 4"dimension to the concrete curb @ trash area. G. Added H.C. route of travel. H. Deleted miscellaneous symbols not necessary to plan. 1.4.3 A1.1 — GROUND LEVEL PLAN A. Deleted Handicap stalls and signs along Grid 17.7 between A.3 & B and replaced them with (4) 9'-0" standard stalls B. Converted standard stall to a Handicap stall and added a sign to the north side of Grid 3/A. I. Deleted 4 standard stalls between Grid 1 & 2 between B & B.7 and replaced them with 3 Handicap stalls and a walkway in front of them. Signs were also added for each Handicap stall. J. Added additional dimensions to striping for clarification and reconfiguration of striping. F. Added 4'-0" opening to the south side of Grid 3/A. G. Added 4'-0" opening to the east side of Grid 1/B. H. Revised elevation at 1/B to 99.75' I. Revised elevation at the south side of 3/A to be 99.83' Page 5 of 5 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 J. Dimensioned Northwest Entry opening. K. Added note along Grid B "See structural drawings for railing information" 1.4.4 A1.2 —SECOND LEVEL PLAN A. Added note along Grid B "See structural drawings for railing information" B. Added additional dimensions to striping for clarification. 1.4.5 A1.3—THIRD &TOP LEVEL PLAN A. 1/A1.3—Third Level Plan 1. Added an "X" on the plan to designate the location of the shade structure base with a note "X = Location of Shade Structures, Re: Arch." Location shade bases are as follows: 1/B.3, 3/C, 5/C, 7/C, 9/C, 11/C, 13/C, 15/C, & 18/B.3 2. Added note along Grid B "See structural drawings for railing information" 3. Added wall section and exterior elevation marks B. 2/A1.3—Top Level Plan 1. Added exterior elevation marks 1.4.6 A2.1 EXTERIOR ELEVATIONS - NORTH AND EAST A. Revised exterior colors and materials list. B. Added headache bars to elevations. C. Removed split face veneer from over masonry walls. Exposed masonry walls become stacked bond split face with raked joints @ 16" x 16" module. D. Split face veneer remains over concrete walls where indicated. E. Floor levels called out. F. North elevation: paint C.I. P. shear wall. G. North elevation: Running bond CMU units changes to stacked bond, split face, raked joints @ 16"x 16" module. H. North elevation: Added shade structure @ upper level to match plan. I. East elevation: Added building wall reference G/A4.3 to drawing. Deleted wall reference D/A4.2 from drawing. 1.4.7. A2.2 EXTERIOR ELEVATIONS - SOUTH AND WEST A. Added headache bar to elevation. B. Added note to light fixtures on West elevation. C. Added open cell block and precast concrete cap to West elevation. D. Added pedestrian opening through concrete guardrail @ both exterior elevations. E. Revised exterior colors and materials list. F. Deleted D/A4.2 wall section reference from West elevation. G. Revised elevation: revised running bond masonry to stacked bond, split face with 16" x 16" raked joints module @ West elevation. H. Revised G/A4.3 wall section reference to G.1/A4.3 wall section reference and Page 6 of 6 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 moved G/A4.3 wall section reference to the North. I. South elevation: relocated reference #8 to the shade structure. J. South elevation: removed veneer from masonry wall and revised wall to a stacked bond split face with raked joint @ 16" x 16" module. K. Added fry reglet and note on second level of West elevation "future cut but" 6'- 0" from column line. L. Revised H1/A4.3 wall section reference to G2/A4.3. M. South elevation: revised trash area running bond masonry to stacked bond split face with 16" x 16" raked joints module. L. West elevation: revised running bond masonry to stacked bond split face with 16" x 16" raked joints module. 1.4.8 A3.1 —Building Section A. 1/A3.1 —Sect. Along Grid B-West B. Added 7'-0" Min. & 8'-2" Min. dimensions. 1.4.9 A4.1, A4.2, A4.3 &A4.4—WALL SECTIONS: A. Added note indicating upturned beam—"see structural where occurs." B. Revised 3 5/8" steel studs to 4" steel studs. C. Added pre-cast concrete cap to return to columns. D. Added floor level call outs. E. Added horizontal dimension at stud framing. F. Indicated urn brackets fastening to columns. G. Revised 1 V-6" dimension from ground floor to level two to 1 V-4" on sections where indicated. H. Added note "see structural for separation at masonry wall to underside of level two slab @ section A/A4.1. I. Deleted guardrail note and condition @ C/A4.1. J. Revised C.I.P. concrete ledge to slope at A/A4.1 and indicated return of concrete ledge to column. K. Revised section D/A4.2: moved masonry wall to center of column per structural and deleted veneer. Also noted separation at top of wall to beneath level three slab. L. Section F/A4.2: added note at top level regarding C.I.P. where occurs, and noted various concrete drive and guardrail conditions at ground level. M. Section E/A4.2: deleted CMU veneer. And added note that CMU is stacked bond, split face with raked joints 16" x 16" module. Called out structural beam where occurs. N. Section H/A4.3: revised to read G.2/A4.3. O. Added note: "provide %2" pre molded joint material —typical all floor slabs terminating at exterior block wall. P. Added C.I.P. concrete cap at parapets on sections H and H1 on A4.4. O. Section H/A4.3: added note to parapet C.I.P. at South end. R. Sections H/A4.3 and H1/A4.3 second floor level: added open cell block and C.I.P. concrete cap. Page 7 of 7 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.4.10 A6.1 STAIR/ELEVATOR NO. 1 - PLANS/SECTIONS A. Exterior masonry walls are to be stacked bond, split face with joints raked at 16" x 16" module. B. Plans: adjusted CMU filler walls under stair at level one to match structural. Also adjusted stud framing at level two and three to match structural. C. Plans: adjusted riser count to conform with plan. D. Level three plan: revised masonry guardrail to a metal railing. Showed veneer above dashed. E. Section A: elevator tower roof revised to concrete per structural drawings. Also revised slab to masonry wall juncture. Added ladder as shown on plan. F. Section B: revised CMU guardrail to a metal guardrail. G. Section C: added intermediate supports to stair handrail. Relocated CMU wall under lower landing to conform with structural. Deleted veneer at reference I.C11. H. Typical all plans and sections: labeled all levels to match floor plans. Also adjusted elevation numerals at floors and landings where required. 1.4.11 A6.2 STAIR/ELEVATOR NO. 2 - PLANS/SECTIONS: A. Repeated notes applied to stair/elevator NO.1 where applicable. B. Deleted the word 'future' from elevator plan, as it is now a part of this contract. C. Section B: revised elevator tower roof to conform with structural. D. Sections A, B, & C: revised stud framing components to conform with structural. E. Deleted stud and drywall at elevator opening. 1.4.12 A6.3 STAIRIELEVATOR NO. 3 - PLANS/SECTIONS: A. Repeated notes applied to stair/elevator NO.1 and NO.2 where applicable. B. Added note "non complying stair etc." to plans. C. Revised location dimensions of stairs at plans to conform to structural drawings. D. Revise location dimensions and arrangement of bollards to conform with structural drawings. E. Added note "elevator ADA compliant cab stair non compliant width per City of Palm Springs ADA coordinator." F. Section A: revised elevator tower of roof to match structural. Also revised metal railing attached to concrete wall to metal railing attached to CMU wall to match structural. 1.4.13 A6.4 STAIR NO. 4 - PLANS/SECTIONS: A. Repeated notes applied to stair/elevator NO. 1, 2 and 3 where applicable. B. Added bollards to stair plan as shown on structural. C. Corrected reference "B" on plans to face the correct direction. D. Added intermediate supports to stair handrail at sections A and B. Page 8 of 8 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.4.14 A6.5 ARCHITECTURAL DETAILS: A. Revised detail "N" showing support angle at bottom of veneer. B. Added intermediate support to stair railing at detail "J". C. Added anchorage of handrail to slab at detail "A". D. Added anchorage of elevator pit ladder to wall at detail "P". E. Added notes to detail "L". F. Added anchorage of handrail to wall at detail "F". G. Revised note to reference light fixture to electrical drawings at detail "C". 1.4.15 A6.6 ARCHITECTUAL DETAILS: A. Added bollard detail. B. Changed name "mechanical" to "machine" at detail "A". C. Revise note CMU to read CMU/concrete similar at detail "B". 1.4.16 A10.1 —SIGN SCHEDULE & COMPONENTS A. Sign Schedule B. Revised Remark 1) for Sign Mark S6 to Read "1) Mount Per Detail 81A10.2 Along Grid 1.3 & 17.7" 1.4.17 A10.3— ENTRY/EXIT PLANS &STRIPING DETAILS A. 1/A10.3 — Northeast Exit 1. Adjusted 4'-0" Min. dimension from the back of the automatic gate to the center of the column to the face of the column. i. Labeled Bollards ii. Added curb to each side of drive aisle 2. Added note to "Paint Curb Yellow" 3. Added autogate in current construction versus future. B. 2/A10.3 —South Entry/Exit 1. Labeled Bollards 2. Added curb to each side of drive aisle 3. Added note to "Paint Curb Yellow' C. 3/A10.3—Northwest Entry 1, Revised title to read correctly"Northwest Entry" 2, Labeled Bollards 3. Revised all Grid designations 1.5 Structural 1.5.1 S0.1 —General Notes (Pour Sequence) A. General Notes Page 9 of 9 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Deleted part C (Fire ratings...) from section I, D became C and E became D. 2. Added number 2, Part A, Section IV "Stack bond, split face, compressive strength of masonry, f'm = 1900psi." The previous 2 became note 3. 3. Added "9. Chord steel and jamb steel 60,000 A706" to part B section III. 4. Inserted Attachments into Section Vi, Miscellaneous becomes VII and VII becomes VIII. 5. Added "Expansion Anchors in C.I.P. Concrete", "x Installation of expansion anchors per ICBO Evaluation reports as follows: ER-5369: HVA Adhesive Anchor System", and "ER-5193: HY-150 Adhesive Anchor System" to Inspection Requirement table section VIII. 6. Revised Section VIII to read "Testing & Inspection Notes (Structural Inspection Program)" 7. Revised Part A, Section VIII to read "...and the building official. Special Inspector shall review construction to be conformance with these documents. Test and inspection reports shall be submitted to the structural engineer and the building official." 8. Added note "Also see letter dated April 17, 2002 'Addendum to Geotechnical Report ' " to the end of Part A, Section II. 9. Added a new paragraph to the end of Part A, Section II "The following notes are only a summary of the design parameters used in design of this structure. Walker Parking Consultants assumes no responsibility for the information contained in the soils report." 10. Revised number 1, Part E, Section II to read "Recompaction of soil, 24" below foundations in strips along column lines extending 24" beyond foundations. Bottom of excavation shall be recompacted to 90% for 18". See soil..." B. 3/S0.1 -Vertical Construction Joint in Wall 1. Revised note to read " 6" wide asphalt... ...footing to grade @ soil only. C. 4/S0.1 -Vertical Control Joint in Wall 1. Revised note to read " 6"wide asphalt... ...footing to grade @ soil only. 1.5.2. S0.2 - Structural Schedule & Details A. 2/S0.2 - Edge of Slab Detail 1. Revised note to read "Conc. drive slab (to street) w/mesh, see civil" B. 4/S0.2 - Pipe @ Concrete Footing/Wall Detail 1. Eliminated erroneous dimensions C. 6/S0.2 - CMU Top of Wall Connection 1. Added detail to sheet D. 10/S0.2 -Wall Control Joint Detail 1. Revised note to read " 6" Damproofing board..." 2. Revised note to read "Damproofing req'd @ exterior soil retaining condition only. E. 11/S0.2 -Wall Expansion Joint Detail 1. Revised note to read " 6" Damproofing board..." 2. Revised note to read "Damproofing req'd @ exterior soil condition only. Page 10 of 10 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.5.3. S1.1 - Foundation & Ground Level Plan A. Added note 14 to sheet notes to read "14. See S6.1 for shear walls". B. 1/S1.1 - Ground Level Plan 1. Revised title to read "Foundation & Ground Level Plan" 2. Stair/Elevator#2 callout changed from 4/57.1 to 5/S7.1 3. Added section mark 5/S0.2 at Grid B/15 4. Added section mark 1/S0.1 along Grid 12 between B.3 & B.7 5. Added section mark 1/50.2 & 2/S0.1 along Grid B.3 between 11 & 12 6. Added section mark 3/S1.2 at CMU wall at Electrical Room 7. Added section mark 6A/S1.2 at Grid A/10 8, Added note "From 2 to 4" for section mark 8/S1/2 at Grid 3/A 9. Revised note for section mark 7/S1.2 along Grid B between 6 & 7 to read 'W-0" north of Grid 4 to 8 for ftg." C. Footing Schedule 1. Deleted Footing Marks "F3" & "F4" (not used) D. Added 11'6" dimension between grid 17 & 17.7, and 5'0" dimension between grid 17.7 & 18 along grid A (Typical all floor plans). 1.5.4. 51.2 - Foundation Details A. 1/S1.2 -Trash Enclosure Wall 1. Removed construction joint for curb so it can be poured monolithic and added 4" dimension B. 2/S1.2 - Masonry Wall/Slab Detail 1. Deleted Damproofing 2. Deleted note "Contractor shall provide..." and replaced it with "Construction Sequence..." C. 4/S1.2- C.I.P. Wall Detail 1. Added "Construction Sequence..." D. 5/S1.2 - C.I.P. Wall Detail 1. Added "Construction Sequence..." E. 6/S1.2 - C.M.U. Wall Detail 1. Added Damproofing and note to exterior of wall below grade 2. Added note in box "Do not backfill until..." 3. Revised note for dowel into footing to be "#5 @ 24" " instead of 16" and note in box to be "#5 @ 16" @ 6A" instead of 24" 4. Revised dimension to "3'-6" or less @ 6" instead of 5'-0" F. 7/S1.2 - Foundation Detail 1. Added "Eq, - Eq." dimension to wall steel 2. Added 2" dimension to dowel into footing. 3. 9/S1.2 -Added "Construction Sequence..." G. C.I.P./C.M.U. Wall Detail 1. Added 9A to title 2. Added " 6" C.M.U. wall @ 9A" 3. Revised #5 @ 8" O.C. to "#5 @ 24" O.C. in grouted cells" 4. Revised 8" C.M.U. wall to 6" C.M.U. Page 11 of 11 Addendum#2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.5.5. SU - Foundation Details A. 6/S1.3 - Footing Elevation 1. Revised "Mechanical Room" to "Machine Room" 1.5.6 S1.4- Foundation Column Details A. 5/S1.4- Column/C.M.U. Detail 1. Revised 2 3/4" dimension to read "2 3/4' Veneer" 2. Revised 1" Gap dimension to read " 1" Setting Bed" B. 7/S1.4 - Column/C.M.U. Detail 1. Deleted Grid designations and replaced with the word "Grid" 1.5.7. S2.1 -Second Level Plan A. 1/S2.1 - Second Level Plan 1. Revised slab reinforcement type "G" note to read "T&B @ shear wall" @ grid 5/A.8 2. Added slab reinforcement and marks T" & "L" to pourstrip between grid 12 & 13/B.7 3. Revise note at Grid 13/A.3 to read "10#7 Cont. Chord Steel 10 to 18" instead of ... 9 to 18. 4. Revise note between Grid 5 & 6 along B to read "10 #7 Cont. Chord Steel 4 to 15" instead of ...5 to 15. 5. Stair/Elevator#2 callout changed from 5/S7.1 to 6/S7.1 6. Added section cut 5/S3.1 at Grid A/3 7. Added note at an area 5'-0" to the south of Grid 8, 5-0" to the north of Grid 10, and 10'-0" to the west of Grid C to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top" 8. Added note at an area 5'-0" to the south of Grid 9, 5'-0" to the north of Grid 10, and 10"-0" to the east and west of Grid B to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top" 9. Added note at an area 5'-0" to the south of Grid 7 to Grid 9, and 10'-0" east of Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top". 10. Added "Sim." to section cut 5/S5.1 at Grid 2 between B.7 & C, section cut 5A/S5.1 at Grid B.7 between 1 & 2, and 5A/S5.1 at Grid 1 between A.8 & B. B. Slab Reinforcement Schedule 1. Mark A/ Remarks: Added "Typ. Grids A to C @ all beams, U.N.O." 2. Mark C / Remarks: Added "Place full length of girders" 3. Mark D / Remarks: Added "Typ. @ end spans at shear walls, hook bars into far face." 4. Mark E/ Remarks: Added "@ reentrant corners" 5. Mark G / Remarks: Revised to "T&B @ shear walls line 5" 6. Mark J / Remarks: Added "Typ. Grids A to C" C. 2/S2.1 -Column/C.M.U. Detail Page 12 of 12 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Adjusted dimensions to be 8" from CMU to face of column and 11" to face of column. D. 3/S2.1 -Column/C.M.U. Detail 1. Revised 2 3/4" dimension to read "2 3/4" Veneer" 2. Revised 1" Gap dimension to read " 1" Setting Bed" 3. Added "Fry reglet channel screed, typ." note and graphical representation where the CMU meets the stud. E. 5/S2.1 - Column/C.M.U. Detail 1. Centered 8" CMU wall on Grid 1 so dimensions read 4" and 4" 2. Revised 10" C.I.P. wall to be " 11" C.I.P. Beam" located flush with outside face of column 1.5.8. S2.2-Third &Top Level Plan A. 1/S2.2-Third Level Plan 1. Added slab reinforcement and marks "F" & "L" to pourstrip between grid 12 & 13/B.7 2. Revised chord steel that runs on each side of Grid B from 5 to 16 to run from 4 to 15, extending 10'-0" past grid 15 towards 16 and past Grid 4 towards 3. The note between Grid 13 & 14 along B is also revised to read "10#7 Cont. Chord Steel 4 to 15". The note between Grid 5 & 6 along B is also revised to read "4 #7 Cont. Chord Steel 4 to 15". The second arrow pointing across Grid B was also deleted and replaced with a note that reads "10 #7 Cont. Chord Steel 4 to 15" 3. Revised section cut at Grid 9/C from 13/S5.2 to 2/S5.2 4. Revised section cut at Grid 3/C from 8/S5.1 to 3/S5.2 and revised note to read "...Re. Arch. A1.3 for locations." 5. Stair/Elevator#2 callout changed from 6/S7.1 to 7/S7.1 6. Added note at an area 5'-0" to the south of Grid 8, 5'-0" to the north of Grid 10, and 10'-0" to the west of Grid C to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top" 7. Added note at an area 5'-0" to the south of Grid 9, 5'-0" to the north of Grid 10, and 10%0" to the east and west of Grid B to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top" 8. Added note at an area 5'-0" to the south of Grid 7 to Grid 9, and 10'-0" east of Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" cir. from top". B. 2/S2.2-Top Level Plan 1. Change beam type @ grid 16 from B4 to B8 2. Added note at an area from Grid 8 to 9, and 10'-0" east of Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top". 3. Added 2'-0" bumper wall with strands above from Grid 15 to 17.7 along B 4. Added note to Section mark 12/S5.1 at 16/B to read "From 15 to 17.7" C. 4/S2.2 - Column/C.M.U. Detail 1. Added note to designate "Edge of Slab" 2. Changed 8" C.I.P. Wall to " 8" C.M.U. Wall" 1.5.9. S3.1 - P/T Column Schedule and Details Page 13 of 13 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 A. C.I.P. Column Schedule 1. Added note "See note 3, typ." To C1 column plan 2. Revised Column Note 1 to read "1. Provide ties and cross ties, #4@4"O.C. max. -full ht. u.n.o." 3. Added Column Note 3 to read "3. Conservative cross ties engaging the same longitudinal bar shall have their 90-deg hooks on opposite sides of the column" B. 5/S3.1 - Exterior Beam/Column Detail 1. Added note "Light pole connection per manuf., where occurs" 2. Revised 3'-0" dimension to read "Re: Arch" C. Sheet Notes: 1. Added "Do not weld splice column bars." to the end of Note 5 2. Added Note 7 to read "Column reinf. Shall be ASTM A706. A615 billet steel will be allowed provided mill test Fy does not exceed 75KSI." 1.5.10. SU - PIT Beam Schedule & Details A. P/T Concrete Beam & Girder Schedule 1. Revised Mark B11 & B12 "W" to 11 instead of 12 2. Turned beam stirrup tails inward for Beam Section "A" B. 6/S3.3 - Beam Detail @ Intermediate Anchors 1. Added 12" notation for size of additional U-bars 1.5.11. S5.1 -Structural Details A. 1/S5.1 - Exterior Bumper Wall Dtl. -2"d Level East 1. Adjusted wall height to 3'-4" 2. Adjusted cap to 3 %2' 3. Changed 3/8" Fiberboard to "3/8" Pre-molded jnt. Material" B. 2/55.1 - Exterior Bumper Wall Detail -Top 1. Deleted Box around #5 @ 16" O.C. in ... (This is a Detail 2 not 2A) 2. Adjusted wall height to 3'-4" 3. Adjusted cap to 3 '/z" 4. Adjusted top of column to be 3'-6" C. 3/S5.1 -Exterior Bumper Wall Detail 1. Adjusted wall height to 3'-4" 2. Adjusted cap to 3 %" D. 4/S5.1 -Wall Section 1. Deleted V-0" dimension for the Rubatex E. 5/S5.1 -Wall Section 1. Revised fm = 1500psi to 1900 2. Change Stock Bond to Stack Bond F. 6/S5.1 -Wall Section 1. Revised 4'-7" dimension to read "Re: Arch." 2. Moved TS, Rod, and MC to center of column 3. Change MC 12 to MC 10x8.4 G. 9/S5.1 - Barrier Cable Detail 1. Added weld symbol for the attachment of the angles to the embedded plate. 2. Changed embed plate from 3/8" to 3/4' Page 14 of 14 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 3. Revised cable stress from 3.00 KIP to 2.00KIP 4. Added weld symbol for the attachment of the anchor bars to the embedded plate 5. Added note "3. Fully seat end anchorages" H. 10/S5.1 - Cable Anchor 1. Added weld symbol for the connection of the two angles. I. 12/55.1 -C.I.P. Pillar @ Grid B-16 1. Revised detail to show a 8" C.M.U. wall 2'-0" high with strand rail above. 1.5.12 S5.2 Structural Details A. 1/S5.2- Section @ South End-2nd Floor 1. Moved outside face PT beam flush with outside face of column and extended cap B. 2/S5.2-Slab/Shearwall Detail 1. Revised 3'-6" Min. dimension to read "Re: Arch." 2. Added "2 '/"Veneer" below studs C. 3/S5.2 -Canopy Base Plate 1. Added note below title "See Sheet A1.3 for Locations" D. 5/S5.2-Wall Section 1. Moved TS, Rod, and Channel to be centered on column. 2. Revised MC12 to a MC 10x8.4 E. 6/S5.2-Wall Section @ Stair#4 1. Added beam below edge of slab and note "Beam at end of opening only" F. 7/S5.2 - Pipe Bollard @ Slab 1. Added note "Railing as applicable, Re: Arch." 1.5.13 S6.1 Shearwall Elevations and Details A. 1/S6.1 -Typical Shearwall Elevation 1. Revised note 4 to read "Mechanical couplers shall be type II couplers capable of developing 167% of yield strength of bar in tension. Stagger couplers by 2'-0". The contractor however has the option of providing lap splices at mid-height of the pilaster. Lap splices shall be shown in column "E" of the lap and anchorage schedule. Lap splices are not permitted between the ground level and second level." B. Shearwall Reinforcement Schedule 1. Deleted construction joint and note from pilaster plan "Type C" 1.5.14 S7.1 -Stair/Elevator#1  Plans & Details A. 1/S7.1 - Stair/Elev. #1 - Foundation/Ground Level Plan 1. Revised configuration of wall along Grid C and labeled it 6" C.M.U. Wall 2. Added a graphical representation of vertical rebar in the back of the machine room wall 3. Moved section mark 9/S1.2 closer to Grid 17 and added a new section mark in its place, 9A/S1.2 B. 2/S7.1 - Stair/Elev#1 - Second Level Plan Page 15 of 15 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Modified back of machine room wall to correct location C. 3/S7.1 - Stair/Elev#1 -Third Level Plan 1. Added note "L 4x4x3/8x2'-0" Ig, w/ (4) 3/4' dia. Exp. Anchors to column. Weld channel to seat angle (1/4" x 3" Ig.)" and graphical representation to the inside face of column @ Grid 17.7/C. D. 4/57.1 - Elevator#1, #2, & #3 Roof Section 1. Revised 4" veneer to be "2 3/" Veneer" 2. Added "W 12x19 Hoist beam" to the underside of the roof slab and note "See arch. for T.O.S." E. 5/S7.1 - Stair/Elev, #2- Foundation/Ground Level 1. Added note "Mech. Pipes or pipe guards cannot extend past inside face of column" 2. Revised note for bars around elevator plunger blockout to read "2 #6x4'-0" Ig. Top & Btm., Typ." 3. Revised note to read "2#6 x4'-0, Top & Btm., Typ." 4. Moved back of machine room wall 8" to the south 5. Revised configuration of wall along Grid 1 and labeled it 6" C.M.U. Wall 6. Added a graphical representation of vertical rebar in the back and side of the machine room walls F. 6/S7.1 -Stair/Elev. #2-Second Level Plan 1. Added detail reference to note "2 '/2' expansion joint, see 10/S7.1" 2. Added section cut 6/S7.2 G. 7/S7.1 -Stair/Elev. #2-Third Level Plan 1. Added note "L 4x4x3/8x2'-0" Ig. w/ (4) 3/" dia. Exp. Anchors to column. Weld channel to seat angle (1/4" x 3" Ig.)" and graphical representation to the north face of column @ Grid 1/A. 2. Added section mark 5/S5.2 along Grid 1 3. Added section mark 6/S7.2 at the stair landing. 4. Added detail reference to note "2 '/z" expansion joint, see 10/S7.1" H. 8/S7.1 - Elevator @ Typical Floor 1. Added sill plate and note to top of door sill. Note to read "Sill PI by Elev. Manuf." 2. Revised title callout from 2/S7.3 to 8/S7.1 3. Revised note to read "Wall reinf. Re" 1/57.1" I. 11/S7.1 -C.I.P. Stair Section 1. Added an 8" dimension to designate landing thickness J. 12/S7.1 - C.I.P. Stair Section 1. Added leader to note "#4 @ 16" O.C." to point to top bars each way. 1.5.15 S7.2-Stair/Elevator#3 Plans & Details A. 1/S7.2-Stair/Elev. #3- Foundation/Ground Level 1. Deleted channel callout at bottom of stair @ slab-on-grade B. 2/S7.2- Stair/Elev. #3-Second & Third Level Plan 1. Added section cut 5/S7.2 2. Added 17'-5" dimension to the step in the slab C. 3/S7.2- Stair/Elev. #3- Fourth Level Plan 1. Added section cut 7/S7.2 2. Added 17'-5" dimension to the step in the slab Page 16 of 16 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 D. 7/S7.2 — Stair Detail 1. Added handrail to top of stair stinger with note "Handrail, See Arch" 2. Added 3/16 fillet weld symbol for attachment of pipe to stringer E. 9/S7.2— Stair Detail 1. Revised note to read "L4x4x1/4"x0'6" 2. Added weld symbol for attachment of angle to embedded plate and stair stinger F. 10/S7.2— Section @ Stairs _ 1. Revised 4"veneer to 2'/d' veneer G. 15/S7.2— C.I.P./C.M.U. Wall Detail 1. Revised rebar callout above door opening to be #5 @ 24" instead of 18" 1.6 MECHANICAL 1.6.1 M.1.0 MECHANICAL LEGEND AND SCHEDULES A. The sand oil interceptor specified has changed to a different type. This change was made to comply with EPA requirements to remove all oils and grease in excess of 10 parts per million before it enters storm water system. The equipment schedule and oil/sand detail have been changed to reflect this change. 1.6.2 M.1.1. GROUND LEVEL MECHANICAL PLAN A. The horizontal storm pipe that slopes down from column line 15 to sump pump was changed from 6" to 4". B. The horizontal storm pipe that goes from column line 3 to 8" riser at column 4 should be 12". C. The footprint of interceptor has changed. 1.6.3 M.1.2. SECOND LEVEL MECHANICAL PLAN A. The horizontal storm pipe size has been added to the drawing. This is the pipe that slopes down from column line 15 to 4. The pipe size is 8". 1.7 ELECTRICAL 1.7.1 E0.0 ELECTRICAL LEGEND A. General notes have been added to clarify contractor requirements that are in the specifications, but are important enough to state a second time on the drawings. B. Type "N" light fixture and lighting note 5 have been added to reflect the addition of the street pole light fixtures shown on sheet E1.1. C. Compactor requirement note has been added to clarify the importance of field coordination with the manufacturer due to unknown information. 1.7.2 E.1.1 GROUND LEVELELECTRICAL PLAN Page 17 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 A. Street pole light fixtures and their associated homerun conduits have been added to the ground floor electrical plan. B. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuits LP1-19, LP1-23, LP2-3, LP2-11, and LP2-30. C. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #6 AWG for circuit LP2-26. D. The transformer location moved from the back alley to the north-west corner of the building and will now be pad mounted above ground. E. The north-east ticket gate, scheduled to be installed in the future, will be installed now. 1.7.3 E.1.2 2ND LEVEL ELECTRICAL PLAN A. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuits LP2-15, LP2-17, LP2-18, and LP2-23. 1.7.4 E.1.3 3RD LEVEL ELECTRICAL PLAN A. Roof level holiday receptacles and their associated homerun conduits have been added. B. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuits LP2-31 and LP2-35. 1.7.5. E.1.4 ROOF LEVEL ELECTRICAL PLAN A. Roof level holiday receptacles and their associated homerun conduits have been added. B. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuit LP2-10. 1.7.6. E.2.1 ELECTRICAL DETAILS A. Fixture type "A" mounting detail has been added to clarify installation difficulties. B. Fixture type "N" pole base detail has been added to clarify installation difficulties. C. Fire alarm notes 5 and 6 have been added to clarify elevator heat sensor control and location. D. The photocell control wiring has been revised as shown. E. A fourth 8 pole contactor has been added to control the street pole light fixtures. F. A fifth 6 pole contactor and time clock has been added to control the holiday receptacles. 1.7.7. E.2.2 PANEL SCHEDULES A. Panel 'LP1' has been revised to reflect the addition of the street pole receptacles and the roof level holiday receptacles. B. Panel 'LP2' has been revised to reflect the addition of the street pole light fixtures. C. The 1" level north-east corner ticket gate will be installed now. This change is shown on the panel schedule for panel 'LP3'. D. The electrical load summary has been revised to reflect the load changes to the panels. Page 18 of 18 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 2. SPECIFICATIONS A. SECTION 02810 - UNDERGROUND IRRIGATION page 02810-12 M. Irrigation Controller: Shall be as designated on plans. Delete all references to Maxicom computerized system. N. 1. Control valves: Shall be as designated on plan. Delete reference to superior 950 globe valves. B. SECTION 02955 - FINISH GRADING AND ROCKERY INSTALLATION page 02955-3 E. DECOMPOSED GRANITE: 1. Particle size shall read 318" C. SECTION 02970— LANDCAPE MAINTENANCE page 02970-2 2.1 MATERIALS A. Replacement of Unacceptable Material: 1. Delete reference to "School District." END OF TEXT FOR ADDENDUM NUMBER 002 Page 19 of 19 Addendum #2 CITY OF PALM SPRINGS, CALIFORNIA 3200 E. TAHQUITZ CANYON WAY PALM SPRINGS, CALIFORNIA 92262 NOTICE TO TRADE CONTRACTORS INVITING BIDS FOR CONSTRUCTING THE PALMS SPRINGS DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 01-27 Bids for the Following Trades: Landscape and Irrigation (Bid #5); Asphalt and Paving (Bid #6); Waterproofing (Bid #11); Glass and Glazing (Bid #12); Painting (Bid #14); Parking Control Equipment (Bid #15); Signage (Bid #16); and HVAC (Bid #18); Concrete Pavers (Bid #23); and Doors, Frames & Hardware (Bid #24) ADDENDUM NO. 3 A. THE FOLLOWING REVISIONS AND/OR ADDITIONS TO THE PLANS AND SPECIFICATIONS ARE TO BE INCLUDED IN THE ORIGINAL DRAWINGS AND SPECIFICATIONS. THIS ADDENDUM SHALL TAKE PRECEDENCE OVER ANYTHING CONTRARY ON THE PREVIOUSLY ISSUED DRAWINGS AND SPECIFICATIONS AND SHALL BE REFERRED TO HEREINAFTER AS PART OF THE CONTRACT DOCUMENTS. 1. On drawing MIA, the sand-oil interceptor shown East of the SE corner of the parking structure, should be relocated to the vicinity of grid B.7-3 inside the ES corner of the parking structure, clear of the footings for the structure. Provide a traffic bearing cover plate on the sand-oil interceptor sufficient for a 3000# wheel load on an area of 20 sq in. 2. Relocate the storm drain risers on drawings M1.2, M1.3, and MIA to the North side of the column at Grid B-4, and to the South side of the column at Grid B-15 B. Add 18.1 to the Supplementary General Conditions: Article 18.1 of the General Conditions of the Contract is amended to read as follows: PREVAILING WAGE NOT APPLICABLE: Funding for this project is derived solely from local revenue sources and as provided in Section 7.06.030 of the City's Municipal Code, the work shall not be subject to prevailing wage law. C. PAINTING, BID PACKAGE #14 1. Replace the Trade Bid Form pages - 2 green pages with the two white Trade Bid Form Pages supplied with this addenda. 2. Replace the scope of work with the scope of work provided in the addenda. 3. Delete any reference to "alternates". 1 D. WATERPROOFING, BID PACKAGE #11 1. Change page header description to Waterproofing. E. ASPHALT PAVING & STRIPING, - BID PACKAGE #6 1. Delete the green Bid Forms - 2 pages. 2. Replace with Bid Forms 6A AND 6B. Bidders shall bid BOTH bid schedules. The City may award either Bid Schedule 6A or Bid Schedule 6B, whichever is in the best interests of the City. 3. Delete the scope of work for Asphalt Paving & Striping. Replace with the scopes of work provided in this addenda. Note that the scope of work relative to Bid Schedule 6A differs from the scope of work relative to Bid Schedule 6B. 4. Notice Inviting Bids N-11 - Contractor's License Classification is hereby amended to include "C-12". F. Add Exhibit A, City safety program, dated June 4, 2002. G. Delete existing Exhibit D and replace with Exhibit D dated June 10, 2002. H. Delete existing Exhibit G and replace with Exhibit G dated June 12, 2002. I. Add to Supplemental General Conditions Article 2.0 Revised Timelines for Selected Submittals: 1. Successful trade contractor will be required to submit a detailed project schedule within ten (10) days from Notice of Award. 2. Successful trade contractor will be required to submit a detailed list of all submittals within seven (7) days from Notice of Award. 3. Successful trade contractor will be required to submit a complete detailed schedule of values with line items identifying each scope of work, activities, allowances, safety, clean up and preparation and submission of daily reports. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE BID FORM BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO Director of Procurement & Contracting DATE: June 13, 2002 2 AGORA CERTIFICATE OF LIABILITY INSURANCE OPID C DATE(MMIDDm) ETERSI 08/22/02 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Wooditch Company Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1 Park Plaza, #400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine CA 92614 Phone: 949-553-9800 Fax:949-553-0670 INSURERS AFFORDING COVERAGE INSURED INSURER A: American Safety Indemnity Ins. INSURER B: Lexington Insurance Company PBC Pavers, Inc. INSURER C Alaska National Insurance Co. 1560 W. Lambert Road INSURER D. Brea CA 92821-3104 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.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 ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICTYPE OF INSURANCE POLICY NUMBER DATE( EFFECT) POLICY M/D01 Y) LIMITS LTR DATE MMIDD/YY DATE MM/DDNY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY XGI 02-3081-001 04/28/02 04/28/03 FIRE DAMAGE(Anyone fire) $ 50,000 CLAIMS MADE [X]OCCUR MED EXP(Any one person) $Excluded X BLKT. CONTRACTUAL PERSONAL&ADV INJURY $ 1,000,000 X BFPD GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 POLICY X jECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 B X ANYAUTO 0927804 08/09/02 08/09/03 (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIREDAUTOS BODILY INJURY X NON-OWNED AUTOS (Peraca,deol) $ PROPERTYDAMAGE $ (Peraccidenl) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANYAUTO OTHER THAN EA ACC $ AUTO ONLY: AGO S EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ LF WORKERS COMPENSATION AND X TORS LIMITS E CR EMPLOYERS'LIABILITY 02DWD40010 04/28/02 04/28/03 EL.EACHACCIDENT $ 1,000,000 E L.DISEASE-EA EMPLOYEE $ 1,0 0 0,0 0 0 E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS *Except 10 Days Notice of Cancellation for Non-Payment of Premium. It is hereby agreed that City of Palm Springs and Turner Construction Company is named Additional Insured per Attached Endorsement. RE: Downtown Parking Structure. glai CERTIFICATE HOLDER Y ADDITIONAL INSURED;INSURER LETTER:_ CANCELLATION CITYPA2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City Of Palm Springs IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 3200 Tahquitz Canyon Way REPRESENTATIVES. Palm Springs CA 92262 AUTHORIZED REPRESENTATIVE William S. Wooditch l ACORD 25-S(7197) ©ACORD CORPORATION 1988 19 U.7 w ?, 1�ztL� J' lf.' IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(7/97) INSURED: PBC Pavers,Inc. POLICY NUMBER: XGI 02-3081-001 COMMERCIAL GENERAL LIABILITY Effective: 4/28/02 to 4/28/03 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - (FORM B)-AMENDED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: City of Palm Springs and Turner Construction Company RE: Downtown Parking Structure Those persons or organizations as on file with the company requiring in a written contract with the Named Insured to be named as an additional insured. Effective Date: The effective date of this endorsement shall be the later of the date of Issuance of this Endorsement or the start date of the project,but in no event earlier than the Policy Inception Date or later than the end of the policy period. WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only as respect to liability arising out of"your work" for that insured by you or for you. Amendment This endorsement applies only to: 1. Operations performed by the Named Insured on or after effective date this endorsement: 2. A legally enforceable written contract with the Named Insured; and 3. Liability arising out of or resulting from the Named Insured's operations but only to the extent of the Named Insured's negligence and only for"bodily injury" or"property damage" caused by an`occurrence"under Coverage A not otherwise excluded in the policy to which the Endorsement applies. It is further understood and agreed that irrespective of the number of entities named as insureds under this policy, in no event shall the Company's limits of liability exceed the limits of liability designated in the Declarations. CG 2010 11 85 Copyright, Insurance Services Office, Inc., 1984