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HomeMy WebLinkAbout04592 - GRAPHIC RESOURCES DOWNTOWN PARKING STRUCT SIGNAGE CP01-27-16 DOC a 2005-005307 01/03/2003 08:00R Fee:NC Page 1 of 1 Recorded in Official Records County of Riverside Gary L. Orso Assessor,(III IIII IIIIIII IIIII IIII(IIIII III IIIII IIII IIII_ IIIIIIIII _ _ _ _ Return To: City Clerk City of Palm Springs P.O. Box 2743 Palm Springs CA 92263-2743 NOTICE OF COMPLETION �\ NOTICE IS HEREBY given that: 1. The City of Palm Springs, California is a municipal corporation, organized and incorporated pursuant to the laws of the State of California. 2. The City Clerk of the City of Palm Springs is authorized and directed to execute,on behalf of said City,any and all Notices of Completion. 3. The address of the City of Palm Springs is City Hall, 3200 E Tahqutz Canyon Way, Palm Springs, California(P 0. Box 2743, Palm Springs, CA 92263-2743). 4. The public work of improvement on the hereinafter referred to real property within the city was COMPLETED on the 271"day of November, 2002 5. The name of the contractor(if named)for such work of improvement was: Graphic Resources. 6. The publicwork improvement,which was completed in the City of Palm Springs,County of Riverside,State of California,is described as follows. Downtown Parking Structure, City Project#01-27. 7. The property address or location of said property is: 275 Indian Canyon Drive, Palm Springs, CA 92262 8. City Project No: Agreement No: rf,5j j, Minute Order No: �-0_3 01-27 01-27-016 DATED. 17 ^zo-o2 CITY OF PALM SPRING By. Executive Direct Airports PATRICIA PATRICIA A SANDERS, being duly sworn, says: That she is the City Clerk of aforesaid City of Palm Springs, California,the corporation that executed the foregoing notice;that she makes this verification on behalf of said corporation;that she has read the foregoing Notice of Completion,and knows the contents thereof, and that the facts stated therein are true; that as said City Clerk, she m s verification on behalf of said municipal corporation. �— City Clerk Index No. Graphic Resources Downtown Pkg Struct Signage AGREEEMENT #4592 _ Proj Adm signed 11-7-02 per R20325_ AGREEMENT S�` ?Nin the year 2002, by and between the THIS AGREEMENT made this day of� 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 Graphic Resources, 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- Signage City Project No. 01-27-16 The Work is generally described as follows: provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything else necessary to complete the signage 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: $250.00 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). ($23,125.00) Jt, ARTICLE 4 --THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Notice of Award, Notice to Proceed, Notice of Completion, General Conditions of the Contract, Supplementary General Conditions, Exhibits A-G, Construction Drawings and Specifications, 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. (Signatures on Next Page) IN WITNESS WHEREOF, the parties have executed and entered into this Agreement as of the date first written above. CITY OF PALM SPRINGS ATTEST: a municipal corporation _ By: City Clerk City Manager APM(NED BY TlqE RDT. "b4' !X' Agreement ow/under $25,000 Reviewed and approved by ti-S Pei b'!?�a� Procurement & Contracting Initials Date f . o T.O. Number�� CONTRACTOR: Check one: V Individual_Partnership_Corporation Corporations require two notarized signatures: One from each of the following: A. Chairman of Board, President,or any Vice President:AND B.Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or P/hi/1e�Jf Financial Officer). _ULt By: By: Si ature(n Sicnatlre-(rotariz Name: /4A0­r1L Si E�-+k.6 Name: K ( R.C; Title: CL1 .LEk Title: YilltaLAGL.P- State of CQ l;gw l cl State of County of pV� i'" e Iss ,�1 .).. County of �✓E/S�� ss n On Ig_Zlbef reme,tJn[llili�lleearltDs, IVDkyt Puwtc /0'2/"�2 � `� lle k fi0tlLrf/�rrl'�il`c _ � On before me, I(�L2 �tN(x, `,/ personally appeared C&r yl S • ��rA personally appeared S V-0 �r� personally known to me (or proved to me on t e basis of personally known to me (or Proved to me the basis of soli factory evidence) to be the person( whose name( ansfactory evidence) to be the personvf whose name( is a subscribed to the within instrument and acknow dged is a subscribed to the within instrument and ac owl dged to me that sh /t y executed the ame in s /th o me that F /t executed th same in /;r/tWir authorized capacity), and that by /tir signature) authorized capacity( and}hat b hi r/th signaturefp'S on the instrument t e person(�aj, or the entity upon behalf of on the instrument the pers9r,(.�, or the entity upon behalf of which the person()acted,executed the instrument. which the person(y%jacted,eRecuted the instrument. WITNESS my hand an of£cial seal. WITNESS my hand and official seal.%[/�j Notary Signature: `� Notary Signature: �/%i,y " Notary Seal: Notary Seal: OFFICIAL SEAL {{ -• MICHELLE RAMOS = = OEFICIMLSEM- `M, COMM#1246360 G�,�1 � MICHELIF RAMOS J_ #12463,10 (i Notary Public-GaL[ornla COMM C7 f 'f- RIVERSIDE COUNIY Notary Public-CaliYornia My Commission Expires ,cj, R,IVE�IpE COUNTY DECEMBER 20,2003 47i�y, My Commission Expires I�rt, :*,. I DECEMSr_R 20,2003 13 µ✓,R,r„ ---wssccC3ss111 i FPON :TUP,NEP. C061STPUCTION FAX N0. :7603234919 Nov. 08 2002 03:46PIl P2 CITY OF PALM SPRINGS, CALIFORNIA 3200 E. TAHQUITT 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: Signage (Bid#16) ADDENDUM NO. 4.016i A. THE FOLLOWING REVISIONS AND/OR ADDITION$ TO THE PLANS AND SPECIFICATIONS ARE To HE INCLUDED IN THE ORIGINAL DRAWINGS AND SPECIFICATIONS. THIS ADFIFNDUM SMALL TAKE PRECEDENCE OVER ANYTHING; CONTRARY ON THP PREVIOUSLY ISSUED DRAWINGS AND SPECIFICATIONS AND SHALL DE REFERRED TO HEREINAFTER AS PART OF THE CONTRACT DOCUMENTS. 1. Bid Time and Date shall be 2:00 p.m., October 4, 2002. Bids shall be faxed to City of Palm Springs, Department of Contracting and Procurement, Attention, Mr. Harold F. Good, 760-322-8372, Bids shall also be faxed to Turner Construction Company, Attention, David Livingston, 760-323-4918. 2- Bid Bond is not required should the total bid price be less than $25,000.00, Bid over$25,000.00 must include Bid Bond. B. SIG,NAG E, SID PACKAGE#14 1. Delete the scope of work for Signage & Graphics. Replace with the scope of work dated September 26, 2002, provided in the addenda. C. Delete details 3 and 4/ A10.3. Replace details 3 and 4/A10.3 with detail Issued by Walker Parking Consultants, dated September 17, 2002. D. Delete existing Exhibit D and replace with Exhibit © dated September 26, 2002. 1 FP.ON :TUP,HF_P CONSTRUCTION FAX NO. :7603234918 Nov. 08 2002 03:47PPI P3 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& ContrAeting DATE; September 26, 2002 2 FPCN :TIJRNEP CONSTPUCTIC14 FAX NO. :7603234919 Nov. 08 20©2 03:47PM P4 SCOPE OF WORK "rRAD]E CONTRACT NO. 10 SIGNAGE AND GRAPIIICS BLOCK 28 PARKING STRUCTURE CITY OT PALM SPRINGS, CALIFORNIA provide all necessary labor. materials, equipment. hoisting, scaffolding, toms, rigging and anything else accessary to complete the 5ignage and Graphics Work for the Palm Springs Block 28 Parking Structure Project. 1. GENERAL; A. All conditions as set forth in the Safety Program, as adopted by the City of Palm Springs. (Exhibit A). Mmter Construction Schadulc for Didding Information (Exhibit B), General Liability and Automobile Insurance Limits (Exhibit C), Document List dated May )6, 2002 (Exhibit D), Construction Manager's Standard Provisions (Exhibit 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, 2000 (Exhibit D), indicate the General Scope of Work, C. Trade Contractors shall carefully examine this Scope of Wok to be performed and the relationship of this work to the work being performers by other Trade Contractors. D. Whorc 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 u+ord "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 nocossary to complete the Work. 11, SCOPE OF WQPIC A. All work defined in the Specification Sections listed below is specifically included in the Scope of Work of this Trade Contractor, unless specifically excluded in Paragraph C below. 1,0431 = Signs g, As further clarification. Trade Contfactor shall: Page 1 9/26/O2 FROM :TURNER CONSTRUCTION FAX N0. :7603234918 Mov. 08 2002 03:48PM PS Block 28 Parking Structure Scope of Work signage and Graphics Page 2 i. Provide all graphic signage, including but not limited to, all signage and mounting as indicated on the signage schedule and sign mounting details listed on sheets AI0.1 and A10,2, for a complete graphic signs package in strict accordance with the Drawings and Specifications. 2. Provide all accessories necessary for the installation of ynur work, pre-thAshed as specified, such as brackets, angles, cables, flanges, adhesives etc. 3. Provide and install all neon signage, 4. Provide and install all parking garage clearance bars and signage. 5. Electrically wire any electrical signs from j-boxes (provided by others). 6. Specitically, provide the "Downtown" and "Parking" signs at the Entry / Exit ways and the South-East comer of the Building, togetltrr with the associated graphics. Coordinate installation with Trellis Trade, Contractor. 7. Coordinate your work with the work of other trades, including painting subcontractor. 4.: 8. Prrrvide,all necessary permits for installation of signage. 9. Install all signage level and plumb, 10. Provide protection for ndjacant surfaces prior to start of work, 11. Provide all product data submittals, samples and shop drawings for approval. 12. Provide a list of all manufacturers and sign types for approval prior to start of work. 13, Provide daily clean-up and removal of all debris generated by your work. 14. Provide the following insurance for Combined Single Limit or Aggregate, in the amounts described: A. Comprehensive General Liability, in the amount of 1,000,000„ including: a. Premises and Operation b. Elevators C. Independent Contractors Page 2 9/26/02 FROM :TURNER CONSTRUCTION FAX NO. :7603234918 Nov. 08 2002 03:48PM P6 CO3b9d6h67 WALKER PARKING DENVP PAGE 01i�1 P/C DOUBLE TES' SIGN 3/IrV AIRCRAFT °? FACE CAERZ W/CRIMP - FASTENERS 1/8-0 ST, STI. TAMPER PROOF SCREWS NOTES: 4 � STIFFNER FLATS � —. 1, HANGER 5PAGING O,C. z i oua MIN, 2 PER SIGN, 2. OPTIONAI, HANGER CONN. :4 �- o 3/0"o STAINLESS STL,, CLEbIS PIN W/HAIRPIN COTTER Z, MOUNT OVERHEAD OOIGNS AS CLOIE OIRECTIAN OF TRAFFIC; AS POSSIBLE TO TEE STEM OPPOSITE THE DIRECTION OF TRAFFIC. Rry t^ F2x Note 7671 PAID q n or .....__.. ... .. To ()40+a! _-- From A�/�,.* .,.....___,..._ P�100fd n Ph0(♦R fl ''�#��' Cmeeerrrn�41Ae�;�'7 6t11 i 1 n+n hex �-72'M, �Cay�� �'�tt+4tTna.�'rnrrr� ff�r+,�s:1�A.5PA,M2'k _ 11 14-2002 20:26 From-DGI SIGNS INC 700 300 6431 T-900 P 001/001 F-122 ' TRADE BID SCHEDULE Lump sum price for Consf orlon of The Palm Springs DoWntown_eerking Structure Project No. 01.27 In the City of Palm Springs, California TRADE BID PACKAGE NO.: is i TRADE BID PACKAGE DESCRIPTION: Sian dg g _ G TO P A6 BID PRICE - (INCLUDING PERFORMANCE AND PAYMENT BOND PREMIUM) - ¢ 23,121.00 PACII in laurgo Twenty three thousand one hundred twenty five dollars Pv"in.,old■ KI h wordy BIDDER; Grap is Resources TITLE: General Manager DATE: 10-2-0Z City of Palm Springs TRADE BID SCHWULIE -LUMP SUM PRICE TRADE BID FORMS - 3 MUM :TURNER. CONSTRUCTION FAX N0. :7603234918 Oct. 03 2002 06:44AM P3 10-02-ZI70Z 02:05 Fram-DGI SIGNS INC 780 30o 6431 T-848 P,002/003 p-024 TRADE BID TRAOE BID PACKAGFN tit TRADE EP SCRIP_[,!G!N Slnnao,p BID TO: CITY OF PALM sIPRIN(M CALIFOMIA The undersigned Bidder proposal and agrees,If this Bid is accepted;to error into an Agreement with the Dlty of Palm Springs in the form included in She Contront Documents(as defined in Article 4 of tin Agreement)to perform tho-Work as apeelfled of Indimed in said Contrast Documents entitled,TRADF BID FOR: - PALM SPRIN01i DOWNTOWN f"ARKINSt STRI.ICTURE PRO,1gGT NO.Ol-ZT Bidder nnonpts all of the renal and conditions df the Contract Dacumenig,Including wfthnut fimltetinhtlwse in the Notice Inviting Bids and Instrumfonn to Bidders,dnallog with the disposition of ilia End Secuirty- Thin Bid will remain open for the period stated In the Notice fred ing Bida unless otherwise required by law. Bidder will enter into .' an Agreement within the time and in the manner required in the Instructions to Bidders,and will fumbrilla insurance cermlentes, Pnymgnt Bond,Performance Bond,and Permits required by the Contract Dootanents mtdder,hav examined ropios of all the Contract Documents including the following Addenda'Iracsipt of which la haroby acknowledged): ^' Nvmber�'�d�-l�_, '. ', Pate' fp',":�.�•"p,Z' . ., . . , ,.:rytiaber_7- 'r'Date, .ldC�" f -'o 11: Neither • MYdr1 _.Date 1 •D." �e C��,' Biddei'6gx''fs>milierfz dl itself with thv nature and a%cant of the Chirac!Documents,the Work,the aite,'the locality whafa tli,ei Work fate pd performed, the legal faqutriments(federate elate,an local laws,grylinaaces;'ruleA;end reguladonB6 aritl,llle""r:,; j.'i:;'"i' candiripns'alfecfing cdst,prugrOaf.or performance of thaVlldrk�elld'hoS))lade i>ucD•Indepeoderit inue8tigaCloh$as Bidder tl'oems r �" • eressary: In conlerninnre with curial!ntotllIQrY ronuiremente of CnfiloWai Labor Cade Section 7860,et anq„sire undeellgnid rlwf rr V the following as 16'06OW00Non; I am Aware of the provisions of Bectiion 37100 of the Labor Codd:whkh regale¢every employer to be insured against liability for worker's componsi tiori"or to undeftgke self - insuranco In accordance with the provisions before commencing the perorm, be of the . „ Work of this conirmot. - . To all the,foregoing, and inifuding all Bid sclwdulR(s), List of Subcomreottirs, Norr-dalhlaton Affidavit, pldddr's'Generol Informptign, and Bid Bond contained In those Bid Forms,Said Bidder further agrees to corri�lnte the Work required tinder the Contract DopumaAts within the Cpntreat Time stipulated In gold Contract Documedt%and to accapl ill full payment therefor the Contract Price limed 00 the Lump Sent or Unit Bid Prlca)a)named in the aforementioned Bidding&hedult(sl. t Darer-(�„r'»f! C'S .� Bidder: nn�aval Title: fagB fl L ' yz AAX a C R TRADE SID TRADE BID FORMS -z SCOPE OF WORK TRADE CONTRACT NO. 16 SIGNAGE AND GRAPHICS BLOCK 28 PARKING STRUCTURE CITY OF PALM SPRINGS, CALIFORNIA Provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything else necessary to complete the Signage and Graphics Work for the Palm Springs Block 28 Parking Structure Project. 1. 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 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, 2000 (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. II. SCOPE OF WORK A. All work defined in the Specification Sections listed below is specifically included in the Scope of Work of this Trade Contractor, unless specifically excluded in Paragraph C below. 10431 - Signs — , 13, As further clarification, Trade Contractor shall: Page 1 9/26/02 bd NdTO:bO ZOW 90 '^ON 8T6b2i�209L: 'ON XUA Noli3n?USNOJ NJ]N?Ani: WmJd Block 2N Parking Siructura Scope of Work Signage and Graphics Page 2 L. Provide all graphic signage, including but not limited to, all signage and mounting as indicated on the signage schedule and sigh mounting details listed on sheets A10.1 and A10,2, for a complete graphic signs package in strict accordance with the Drawings and Specifications. 2. Provide all accessories necessary for the installation of your work, pre-finished as specified, such as brackets, angles, cables, flanges, adhesives etc. 3. Provide and install all neon signage. 4, Provide and install all parking garage clearance bars and signage, S. Electrically wire any electrical signs from j-boxes (provided by others). 6. Specifically, provide the "Downtown" and "Parking" signs at the Entry / Exit ways and the South-East corner of the Building, together with the associated graphics. Coordinate installation with Trellis Trade Contractor. 7. Coordinate your work with the work of other trades, including painting subcontractor. S, Provide all necessary permits for installation of signage. 9. Install all signage level and plumb. 10. Provide protection for adjacent surfaces prior to start of work. 11. Provide all product data submittals, samples and shop drawings for approval. 1.2. Provide a list of all manufacturers and sign types for approval prior to start of work. 13. Provide daily clean-up and removal of all debris generated by your work. 14. Provide the following insurance for Combined Single Limit or Aggregate, in the amounts described: A. Comprehensive General Liability, in the amount of 1,000,000., including: a. Premises and Operation b. Elevators c. Independent Contractors Page 2 9/26/02 Sd WJ10:170 EOOE 80 'noN 8T672E£09L: 'ON Xd3 NOIlOnasNoo a3Mini: WO?J3 I - Block 28 Parking Str4cturu Scope or Work Signa6e aqd Graphics Page;> 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 LXCLUDED: 1. The following items are specifically excluded from the Work: a. Pavement Markings 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 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.SX) a. Field Labor (Journeyman) $ / Hour $ / I3our b, Field Labor (Foreman) $ / Hour $ / Hour c. Field Labor (Gen. Foreman) $ / Hour $ / Hour E. ALLOWANCES: Include the following allowances as part of your estimate. The allowances will be used on an ongoing and as-needed basis, only at the direction of Turner Superintendent or Turner Project Manager, and a credit will be provided by this Trade Contractor at the end of the, prgject for remaining unused services. None F. ALTERNATES: None Page 3 9/26/02 9d Ndzo:ta Z00z 80 'noN 8T617=09L: 'ON Xdd N[DiionasN00 aENdInl: 1,1021d 13, Provide dully clean-up and removal of all debris generated by Your work. 14, Provide the following insurance toT Cotmbiacd Single Limit or Aggregate, in the amounts described; A, Camprehensive General Liability, 'It the amount of 1,000,000., including: a, Premises and Operanoll b. Tlevators C, Independent Contractors Page y/26/02 n. I/gem ST, STL, TAMPER 4 �, PROOF SCREM 0 M r. CV NQ'TES: STIFFENER PLATE 1. HANGER SPACING 3'-0" O.C. m En MIN, 2 PCR SIGN, 2. OPTIONAL MANGER CONN, © a 3/8'0 STAINLESS 51, CLEIAa PIN W/MAIRPIN COTTER 3, MOUNT OVERNEA0 SIGN' AS C40Z9 OIRFt;TJON OF TRAFFIO AS POSSIILE TO TEE STEM OPPOSITE THE DIRECTION OF TRAFFIC. r'"0,11'Pax Note `571 1111119 1 y To e�I F 04 mm �,.1tJ. �,. fit,,.tl�� co.ipepr. 4v1ht.7l��• ,�......cJ' w,ht�S/�. Phaho a y Phone e IFek a•' �_ S�SnS.�sr„Sh�,2?A �aa20PS,-PNM ,G1 i _ F� tx•�natr�e FROM :TURNER CONSTRUCTION FAX NO. :7603234918 Nov. 08 2002 04:02PM P7 ZO/9Z/6 i a5e� au0N 'N011VW'd0,4NI'Id2IaNgo 'O �r a9rr1 3olgdtio pur. a9au9iS y�oM do ndong ._. �Jnpnias qutjaed NZ�DOI8 EXHIBIT D PALM SPRINGS DOWNTOWN PARKING STRUCTURE DOCUMENT LIST September 26, 2002 Architectural Architect/ Description Date Drawing No. En ineer -- A1.1 Walker Ground Level Plan 9126102 A1.2 Walker Second Level Plan 9/26102 A1.3 Walker Third & Top Level Plan 9/26/02 A2.1 Walker/JCA Exterior Elevations North & East 9126102 A2.2 Welker/JCA Exterior Elevations South &West 9/26/02 A10.1 Walker Sign Schedule &Components 9/25/02 A10.2 Walker Sign Mounting Details 9/26/02 DIVISION_10—SPECIALTIES 10431 Walker Signs 5/16/02 Page 1 of'1 6d Wdm- :vo Z00Z 80 '^oN 816VEZ209Z: 'ON XdA NOjjonIJ1SNOD J3NNni: WO?J3 WALKER PARKING DENVP. PAGE �1r'91 P/C DOUBLE TEE ti SIGN 3/16" AIRCRAFT ? KAC.E CABLE W/CRIMP FASTENERS `E 1/8"0 ST. STL, TAMPER PROOF SCREWS CJ NOTE,; r STIFFENER PLATE 1. HANGER SPACING 3`-0" O.C. MIN, 2 PER SIGN. 7, OPTIONAL HANGER CONN, s =o 0 3/8"0 STAINLESS STL, CLEVIS PIN W/HAIRPIN COTTER 3, MOUNT OVERHEAD SIGNS AS CLOSE DIRECTION OF TRAFFIC AS POSSIBLE TO TEE MM OPPOSITE THE DIRECTION OF TRAFFIC. Fnet it'Fwt Nnty 787, Dam r NI,y, { 3 To C7i./ wrom ( 1�1 vL A Ce./Ulot. (ti�IR.7lW.l� Cu. v Ai.1., ,#L ��{�• A. xo_3 Phonon Fry `7fdj i�3 4' ►b I K� ; t BIOCY s PS..PNM&INN=,CA �,.��„�v�caaoi>> ;arrkt ;Taz46,00 8d WdZO:bO ZOOZ BO 'nON S'G67�Z�09Z: 'ON Xdd NOI1onaSNOG d5mni: WO21d FP.OM :TURNER. C01,ISTP.UCTI01H FRX NO. :760323491e Nov. 08 2002 03:36PM P2 CITY OF PALM SPRINGS, CALIFORNIA 3200 E.TAHQUITT 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' Signage (Bid#16) ADDENDUM NO. 4�016 A. THE FOLLOWING REVISION$ AND/OR ADDITIONS TO THE PLANS ANO SPECIFICATIONS ARE TO 13F 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. Bid Time and Date shall be 2:00 p.m., October 4, 2002. Bids shall be faxed to City of Palm Springs, Department of Contracting and Procurement, Attention, Mr. Harold E. Good, 760-322-6372, Bids shall also be faxed to Turner Construction Company, Attention, David Livingston, 760-323-4919, 2. Bid Bond is not required should the total bid price be less than $25,000.00. Bid over$25,000.00 must include Bid Bond. B, SIGNAGE, BID PACKAGE#14 1. Delete the scope of work for Signage & Graphics, Replace with the scope of work dated September 26, 2002, provided in the addenda. C. Delete details 3 and 41 A10.3. Replace details 3 and 4JA10.3 with detail issued by Walker Parking Consultants, dated September 'I7, 2002, D. Delete existing Exhibit D and replace with Exhibit D dated September 26, 2002, 1 FROM :TURNER CONSTRUCTION FAX 1,10. :7603234918 Nov. 08 2002 03:37PM P3 BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE DID rORM BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO Director of Proctirement & Contracting DATE: September 26, 2002 FP.OM :TURNER CONSTP.UCTION FPX NO. :760-7234918 Nov, 08 2002 03:37Ph1 P4 SCOPE. OF WORK TRADE CONTRACT NO. 16 SIGNAGE AND GRAPHICS BLACK 28 PARKING STRUCTURE CITY OF PALM SPRINGS, CALIFORNIA Provide all necessary labor, materials, equipment, hoisting, scaffolding, tools, rigging and anything else necessary to complete the Signage and Graphics Work for the Palm Springs Block 28 Parking Structure Project. 1. 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 Aalomobilc Insurance Limits (Exhibit C), Document List dated May 10, 2002 (Exhibit D), Construction Manager's Standard Provisions (Exhibit I?) and Temporary Utilities for Construction Purposes (Exhibit F) are to be considered as parr of the work. B. The Drawings and Specifications dated May 16, 2000 (Exhibit D), indicate the General Scope of Work, C. Trade Contractors shall earefidly 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 speciflcally 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, II. SCOPE OF WOU A. All work defined in the Specification Sections listed below is specifically included in the Scope of Work of this Trade Contractor, unless specifically excluded in Paragraph C below. 10431 - Signs B. As further clarification, Trade Contractor shall: Page 1 9/26/02 a FROM :TURNER CONSTRUCTION FAX N0. :7683234918 Nov. 08 2002 03:38PM PS Block 29 Parking Structure Scope of Work Signage and GraphiCS Pugs 2 , L Provide all graphic signage, including but not limited to, all signage and mounting as indicated on the signage schedule and sign mounting details listed on sheets A10.I and A10,2. for a complete graphic signs package in strict accordance with the Drawings and Specifications. 21 Provide all accessories neclelsps}�arypp for (the. (instapllatiou of your �wpork, pre, lInislleJ as spedl�d' S�ICII w bradm' Ito, G'Olol 110pi adhesives etc. 3. Provide and install all neon signage. 4, Provide and install all parking garage clearanwe bars and signage, S. Electrically wire any electrical signs from j-boxes (provided by others). 6. Specifically, provide the, "Downtown" and "Parking" signs at. the $irtry / Exit ways and the South-East comer of the Building, together with the associated graphics, Coordinate installation with 'Trellis Trade Contractor. 7, Coordinate your work with the work of other trades, including painting subcontractor. 8. Provide all necessary permits for installation of signage, 9, Install all signage level and plumb, ft Provide, protection for adjamt surfaces prior to ,start of Work, 11. Provide all product data submittals, ,samples and shop drawings for approval. 12. Provide a list of all manufacturers and sign types I.-or approval prior to start of work, 13, Provide daily clean-up and removal of all debris generated by your work, r' whinrrl Single Limit (it S CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 1-27 NOTICE TO TRADE CONTRACTORS 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) ADDENDA Nos. land 2 ADDENDUM #1 Addendum #1 "not utilized", see Addendum#2 below. ADDENDUM #2: The Notice Inviting Bids advertised June 3`', 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 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 ADDENDUM #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 "DD" & "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 t. 'Variegate' 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 FEB 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 & 13.7 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 1/13 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.1. 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. Q. Added note: "provide %" 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. Q. 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 AM STAIRIELEVATOR 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 „C„ 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 8/A10.2 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 VI II. 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. 4/50.1 -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 41S7.1 to 5/S7.1 3. Added section mark 5/SO.2 at Grid B/15 4. Added section mark 1/SO.1 along Grid 12 between B.3 & B.7 5. Added section mark 1/SO.2 & 2/SO.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-O" north of Grid 4 to 8 for ftg." C. Footing Schedule 1. Deleted Footing Marks "FY & "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. S1.2- 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" @ 6K 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 @ 9K 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. S1.3 - 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/d' 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. 31S2.1 - Column/C.M.U. Detail 1. Revised 2 1/4" dimension to read "2 3/d' 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. 51S2.1 - 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 11...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" clr. 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. S3.3- 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 '/z" 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 '/z" 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 10x8A 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/S5.1 - 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 3/a' 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'-O". 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 57.1 -Stair/Elevator#1 &#2 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/51.2 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/S7.1 - Elevator#1, #2, & #3 Roof Section 1. Revised 4" veneer to be "2 3/4'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. 7/57.1 - Stair/Elev. #2-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 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 10/57.1" 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/S7.1" 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 57.2-Stair/Elevator#3 Plans & Details A. 1/57.2- 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 1441/4"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 3/<" 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 wlre 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 1st 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 M1.1, 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 M1.4 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 r 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 ACOR ,, CERTIFICATE OF LIABILITY INSURANCE DATE l/2 02 PRODUCER (760)347-5552 FAX (760)347-2858 - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Coachella Valley Insurance Service, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR License #0542476 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 81-SS7 Dr. Carreon Blvd #B8 Indio, CA 92201 INSURERS AFFORDING COVERAGE INSURED Graphic Resources INSURER A. Hartford Insurance 4S-480 Commerce Ste 4 INSURERS Travelers Property & Casualty Indio, CA 92201 INSURER C' INSURER D. 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. INSRR TYPE OF INSURANCE POLICY NUMBER POLICYEFFECTIVE POLICY EXPIRATION LIMITS LTRGATE MMIDDNY DATE MM/DD/YY GENERAL LIABILITY 72UUCGN9S61 03/26/2002 03/26/2003 EACH OCCURRENCE $ 100000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one Ore)) $ 300000 CLAIMS MADE M OCCUR MED EXP(Any one person) $ 10000 A PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'LAGGRE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2000000 PO LICYGATE J PRO-LCTLOG AUTOMOBILE LIABILITY 910927D4704 02/08/2002 02/08/2003 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ B HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY AGO $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ IA WORKERS COMPENSATION AND TOW LIMITS ER EMPLOYERS'LIABILITY El EACH ACCIDENT S E L DISEASE-EA EMPLOYEE $ E L.DISEASE-POLICY LIMIT 1 $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS otice of Cancellation for nonpayment of premium is 10 days. ity project: Downtown Parking Structure #01-27-16 The certificate holder is named Additional Insured as respects General Liability. CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER:_ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Palm Springs & EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Turner Construction Company 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn: Harold E Good BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 3200 Tahquitz Canyon Way OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Palm Springs, CA 92262 AUTHORIZED REPRESENTATIVE / Robin Knight/CAN ACORD 25-S(7197) ©ACORD CORPORATION 1988 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(7197) POLICY NUMBER 72UUCGN9561 POLICY TERM 03/26/2002 to 03/26/2003 NAMED INSURED Graphic Resources THIS ENDORSEMENT CHANGES THE POLICY,PLEASE READ IT CAREFULLY ADDITIONAL INSURED-OWNERS,LESSEES OR CONTRACTORS (FORM B) 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 3200 Tahquitz Canyon Way Palm Springs,CA 92262 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WHO IS AN INSURED(Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. ADDITIONAL INSURED PROVISIONS IT IS AGREED THAT THE FOLLWING PROVISION(S)AMEND THE COVERAGE PROVIDED TO THE ADDITIONAL INSURED(S)NAMED IN THIS ENDORSEMENT AS FOLLOWS: _ PRIMARY INSURANCE CLAUSE IT IS AGREED THAT SUCH INSURANCE IS AFFORDED BY THIS POLICY FOR THE BENEFIT OF THE ADDITIONAL INSURED SHOWN SHALL BE PRIMARY INSURANCE,AND ANY OTHER INSURANCE MAINTAINED BY THE ADDITIONAL INSURED)(S) SHALL BE EXCESS AND NON- CONTRIBUTORY,BUT ONLY AS RESPECTS ANY CLAIM,LOSS OR LIABILITY ARISING OUT OF THE OPERATIONS OF THE NAMED INSURED(S)OR ITS SUB-CONTRACTORS,AND ONLY IF SUCH CLAIM,LOSS OR LIABILITY IS DETERMINED TO BE SOLELY THE NEGLIGENCE OR RESPONSIBILITY OF THE NAMED INSURED. NOTICE OF CANCELLATION OR NON-RENEWAL IT IS AGREED THAT THE COMPANY WILL PROVIDE THE ADDITIONAL INSURED SHOWN BELOW WITH 30 DAYS NOTICE OF CANCELLATION OF THIS POLICY IN THE EVENT OF CANCELLATION DUE TO COMPANY ELECTION ONLY CG 20 10 1185 Copyright,Insurance Services Office,Inc., 1984 Page 1 of 1 CERTIFICATE HOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE NOVEMBER 6, 2002 GROUP: POLICY NUMBER: 1640940-2002 CERTIFICATE ID: 2 CERTIFICATE EXPIRES: 02-01-2003 02-13-2002/02-01-2003 CITY OF PALM SPRINGS DEPT OF PROCUREMENT AND CONTRACTING-HAROLD E. GOOD 3200 TAHKUITZ CANYON WAY PALM SPRINGS CA 92262 CPO1-27-16 SIGNAGE This is to certify that we have issued a valid Worker's Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 10 days advance written notice to the employer. We will also give you 10 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate of insurance 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. AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1, 000,000 PER OCCURRENCE EMPLOYER BERG, CAROL AND BERG, MAYNARD J 45480 COMMERCE, STE 4 INDIO CA 92201 SCIF 10265 rEPF-UI:MG 1