Loading...
HomeMy WebLinkAbout04530 - BERGER BROS DOWNTOWN PARKING STRUCT METAL CP01-27-13 MO7119 DOC N 2003-00S2S0 01/03/2003 08:00A Fee:NC Page 1 of 1 Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk 6 Recorder III 111111111 III III 1 Iil II 1111111 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: '( i 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 Tahquitz Canyon Way, Palm Springs, California (P.O. 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 27'h day of November, 2002. 5. The name of the contractor(if named)for such work of improvement was Berger Brothers. 6 The public work 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: `tS;30 Minute Order No: 91191 01-27 01-27-013 DATED. rz-tio-oa. CITY OF PALM SPRINGS By: Executive Director-Airports 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 this verification on behalf of said municipal corporation. City Clerk Index No. CITY OF PALM SPRINGS PALM SPRINGS DOWNTOWN PARKING STRUCTURE CONSTRUCTION CHANGE ORDER To: Berger Brothers Date: October 30, 2002 154 North Aspen Avenue Project No. 01-27-013 Azuza, CA 91702 Project Name: Downtown Parking Structure, MSF & P Change Order No. 4 Contract Purchase No. 316092 Attn: Chuck Baker Account No. 4463-50201 Description of Change to be Made: 1. Credit back to unused plaster allowance. Deduct <$9, 000.00> 2. Perform work on overtime basis on October 26, 2002. Add $1, 374.00 3. Provide Pour Strip Sheet metal closure Add $1,717.00 TOTAL Deduct <$5,909.00> AUTHORIZATION FOR CHANGE: 1. PCO#149,#167 & PCO#173 Summary of Cost/Time Original Contract Price $ 178,130.00 Total of all Previous Change Orders $ 16,123.00 Total of this Change Order $ <5,909.00> Total Contract Price $ 188,344.00 This Change Order(increases) (decreases) (unchanged) the contract time by -0- work ng days. I have received a copy of this Change Order Constr. Manager: I� IO and the above AGREED PRICES are acceptable Approval: Date: to the contractor Turner to truct�o� Cbmitany City Approval: By: Submitted By: � Date: t'I -?^off O p(t�1�C �C<N4 ner's Re tive Title: 9N� Approved by: lK Date: 14, 19 Date: Il I Ic6IC1 Z ecutive Director, Airports Distribution: Original Conformed Copies Conformed - File Copy City Clerk (1) Executive Director, Airports (1) Contractor (1) Procurement& Contracting (1) Finance (1) Owner's Representative (1) Turner Construction (1) CITY OF PALM SPRINGS PALM SPRINGS DOWNTOWN PARKING STRUCTURE CONSTRUCTION CHANGE ORDER To: Berger Brothers Date October 11, 2002 154 North Aspen Avenue Project No. 01-27-013 Azuza, CA 91702 Project Name. Downtown Parking Structure MSF & P Change Order No. 3 Contract Purchase No 316092 Attn: Chuck Baker Account No 4463-50201 Description of Change to be Made: 1. Provide Flexi-rock with ClI #461 integral color to expedite the plaster schedule. Add $15, 538.00 TOTAL Add $15.538.00 AUTHORIZATION FOR CHANGE: 1. PCO#134 Summary of Cost/Time Original Contract Price $ 178 130.00 Total of all Previous Change Orders $ 585.00 Total of this Change Order $ 15,538.00 Total Contract Price $ 194,253.00 This Change Order(increases) (decreases) (unchanged) the contract time by -0- worki days I have received a copy of this Change Order Constr. Manager: and the above AGREED PRICES are acceptable Approval: Date: �V to the contracto . < Turner CcMMstructft1bili Cpmp ny City Approval' By: — Submitted By: Date:zq ! 0—a—, ���eL( �U��� Mr ntative Title: _1 11 �, 3� Approved by Date: t1 Date: 10144 Executive Direct r, Airports Distribution: Original Conformed Copies Conformed - File Copy City Clerk (1) Executive Director, Airports (1) Contractor (1) Procurement& Contracting (1) Finance (1) Owner's Representative (1) Turner Construction (1) CITY OF PALM SPRINGS 0 PALM SPRINGS DOWNTOWN PARKING STRUCTURE CONSTRUCTION CHANGE ORDER To: Berger Brothers Date: October 8, 2002 154 North Aspen Avenue Project No. 01-27-013 Azuza, CA 91702 Project Name: Downtown Parking Structure, MSF & P Change Order No. 2 Contract Purchase No. 316092 Attn: Chuck Baker Account No. 4463-50201 Description of Change to be Made: %, 1. Provide Ice and Water shield to all horizontal plaster surfaces per RFI# 143 Add $471.00 2. Provide Integral plaster color to match paint color ICI#461 Add $558.00 TOTAL Add $1,029.00 AUTHORIZATION FOR CHANGE: 1. PCO#133 & PCO#140 Summary of CostlTime Original Contract Price $ 178,130.00 Total of all Previous Change Orders $ <444.00> Total of this Change Order $ 1,029.00 Total Contract Price $ 178,715.00 This Change Order(increases) (decreases) (unchanged) the contract time by 0 work g days. I have received a copy of this Change Order Constr. Manager: 1 and the above GREED PRICES are acceptable Approval: Date: V to the contrac Tur er str 'tin o any City Appro : By: Submitte By: Date: tD tc pZ Owner's Representative Title: Pfo1Qf-� RrnvtGctc� 'D t` oZ Approved by, Date: Date: C2 Executive Direc r, Airports Distribution: Original Conformed Copies Conformed - File Copy City Clerk (1) Executive Director, Airports (1) Contractor (1) Procurement& Contracting (1) Finance (1) Owner's Representative (1) Turner Construction (1) 16/3 �o 5✓ CITY OF PALM SPRINGS PALM SPRINGS DOWNTOWN PARKING STRUCTURE CONSTRUCTION CHANGE ORDER To: Berger Brothers. Date: July 24 2002 154 North Aspen Avenue Project No. 01-27-013 Azuza, CA 91702 Project Name: Downtown Parking Structure Metals Change Order No. 1 Contract Purchase No. TBD Attn: Chuck Baker Account No. 4463-50201 Description of Change to be Made: 1. Provide Payment and Performance Bonds Add $2,056.00 2. Substitute Dens-Glass with Exterior Gypsum Board Deduct<$2,500.00> TOTAL Deduct<$444.00> AUTHORIZATION FOR CHANGE: 1. PCO#62 Summary of Cost/Time Original Contract Price $ 178,130.00 Total of all Previous Change Orders $ 0.00 Total of this Change Order $ <444.00> Total Contract Price $ 177,686.00 This Change Order(increases) (decreases) (unchanged) the contract time by 0- working days. I have received a copy of this Change Order Constr. Manag : and the above AGREED PRICES are acceptable Approval: Date: G to the contractor .. Turne onstr io o pany By. �i"% j City Approv r Submitted By: Date: r' a re ative Title: _ t'\�,CiCd�yG'r Approved by: Date: Date: ive ire or, iroc —I f Distribution: Original Conformed Copies Conformed - File Copy City Clerk (1) Executive Director, Airports (1) Contractor (1) Procurement& Contracting (1) Finance (1) Owner's Representative (1) Turner Construction (1) erger Bros owntown Parking Struct:Metal AGREEMENT 14530 M07119, 7-3-02 AGREEMENT THIS AGREEMENT made this :3f2,Dday of y ,� in the year 2002, by and between the City of Palm Springs, a charter city, organized and ekisting in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and Berger Bros. Inc., hereinafter designated as the Contractor. The City and the Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 --THE WORK The Contractor shall complete the Work as specified or indicated under the Bid Schedule(s) of the City's Contract Documents entitled: Palm Springs Downtown Parking Structure-Metal Stud Framing & Plaster City Project No. 01-27-13 downtown parking structure 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-Metal Stud Framing & Plaster 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: $500.00 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).($178,130.00) ro ;r 11�'1d\llJr'l[II;� ARTICLE 4 --THE CONTRACT DOCUMENTS The Contract Documents consist of the Notice Inviting Bids, Instructions to Bidders, the accepted Trade Bid and trade Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, Bid Security or Bid Bond, this Agreement, Worker's Compensation Certificate, Performance Bond, Payment Bond, Notice of Award, Notice to Proceed, Notice of Completion, General Conditions of the Contract, Supplementary General Conditions, Exhibits A through G, Construction Drawings and Specifications, Addenda numbers (None) to (None), inclusive, and all Change Orders and Work Change Directives which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto. ARTICLE 5 -- PAYMENT PROCEDURES The Contractor shall submit Applications for Payment in accordance with 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 ---� -TZ , CityClerk tv ger V OyED g Y THE CCn y Agreement over/rrtd'ur$25,00 APPROVED AS TO FORM:(0N G �1 Doi -illl _ �"�3a Reviewed and approved by r, Procurement & Contracting BY: u� i�e��t'�aa�n�.-�-�,w f cityAttorney Initials_ Date � a1�2 P.O.Number CONTRACTOR: Check one:_Individual_Partnership X Corporation Corporations require two notarized signatures: One from each of the following: A. Chairman of Board, President,or any Vice President:AND B 14ecretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Officer). By: By: ignatur notarized) i Signature (notarizel�) Name: Brad Berger Name: Fred Findley Title: President Title: C.F.O. Stateof California State ofCalifornia} Countyof Los Ange ess countyof Los Angel.&5 007 %-jf reme, Jeanne Edgar o07-18—O beforeme, Jeanne Edgar personally appeared Brad Berger Fred Findley personally appeared personally known to me (or proved to me on the basis of personally known to me (or proved to me 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. ( WITNESS my hand and official seal. Notary Signature:��' \� Notary Signature��- �i�'�� '`���_ Notary Seal: Notary Seal: SCOPE OF WORK TRADE CONTRACT NO. 13 METAL STUD FRAMING AND PLASTER 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 Gypsum Board Systems Work for the Palm Springs Block 28 Parking Structure Project. I. 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, 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. lI. SCOPE OF WORK A. All W'17)r '•.efined in .the Specification Sections listed below is specifically included in the Scope of Work of this Trade Con,,actor, unass sr iically excluded in Paragraph C below. 09260 Gypsum Board Assemblies B. As further clarification, Trade Contractor shall: Page 1 5/27/2002 Block 28 Parkmgoucture Scope of Work Gypsum Board Systems Page 2 1. Provide all drywall partitions, ceilings, and soffits as shown on the drawings or required by the specifications. 2. Provide all plaster on walls / partitions, ceilings and soffits as shown on drawings or required by the specifications. 3. Provide all attachments to the structure, metal framing, furring, wall stiffeners, bracing, bridging, supports, kickers, blocking and anchors for a complete drywall system. 4. Provide all framing, furring, wall stiffners, bracing, blocking, bridging, supports, kickers, anchors, suspension systems and attachments to the structure for a complete lath and plaster system. 5. Provide all building paper, metal lath, and plaster at exterior walls, include lath at all masonry and concrete walls to receive plaster. 6. Provide all plaster moldings, fry reglets, trim and reveals. 7. All exposed metal to be pre-finished as specified. S. Provide framing for all plaster walls and soffits. 9. Provide 5/8" exterior densglas over all metal stud framing to receive plaster. 10. Provide all control and / or expansion joints required for proper installation of your work. Control and / or expansion joints should be located so that joints are symmetrical in appearance. 11. Provide curing of all plaster in accordance with the specifications and as recommended by the plaster institute. i i 12. Provide all lath and plaster mock-ups required by the specifications. 13. Obtain approval from the Construction Manager for the location of mixing areas prior to start of the plastering operation. 14. CdordinatEr all exterior wall openines and PPretrations with--the it installing Trade Contractors. 15. Provide protection of all adjacent materials and finishes prior to the start of the plastering operation. 16. Provide independent support of your work when necessary. I Page 2 5/27/2002 • Block 28 Parking St re Scope Work Gypsum Board Systems Page 3 117. Provide cement plaster on concrete masonry walls and planters as shown. Provide lath over all masonry walls. 18. Provide over-spray protection at adjacent walls and floor surfaces during the fireproofing operation. All wall and floor.areasare to be scraped and left in a broom clean condition and shall be able to receive finishes as specified. 19. Provide patching of all test areas as required. 20. Provide all Scaffolding with 100% toeboards throughout, as required for the proper installation of the Work. Scaffolding on the exterior of the building shall remain in place and made available for use by other Trade Contractors. Include providing of scaffolding for (1) month after completion of Lath & Portland Cement Plaster Work. 21. Install all access panels in drywall partitions and plaster walls, ceilings or soffits furnished by the mechanical, electrical, plumbing and fire protection trades as shown or required by code. 22. Provide all other access panels installed in drywall partitions, ceilings or soffits that are shown on the drawings or required by the specifications. 23. Install and caulk all hollow metal door and window frames located in drywall partitions and plaster walls. The frames will be stockpiled in a central location. Include cost of labor to distribute the hollow metal frames for your work. 24. Provide all required cants in the elevator shafts at the floor levels or where there is a protrusion into the shaft. 25. Provide acoustical sealant at walls with sound insulation. 26. Provide the interior of the elevator hoist way. Coordinate this work 5 with the elevator trade contractor. 27. Include costs associated with any out-of-sequence work required by your-ttade. 28. Provide metal stud framing and drywall infill at Southeast Elevator front openings at each level. 29. Review other trade contractor drawings and coordinate all wall and ceiling penetrations. Include an allowance for layout adjustments, offsets or openings required by the mechanical, electrical, plumbing, fire protection, and elevator trade contractors. Page 3 5/27/2002 • Block 28 Parking Sure Scope ork Gypsum Board Systems Page 4 30. Provide task lighting necessary for your work. 31, Provide all layout for your work from control lines established by others. 32, Provide all backing in drywall partitions for handrails, wall mounted hardware, fire extinguisher cabinets, etc. 33. Provide daily clean-up and removal of all debris created by your work. Include providing of your own dumpster. 34. Obtain approval from the Construction Manager prior to storing or t stocking material on site. 35. Provide drywall framing and cut-outs for all recessed items. 36. Provide WR board and cementitous board as illustrated or required by =.a the specifications. 37. Provide all safing, sealant, sheet metal closures, and metal plates at the head of full height partitions 38. All drywall trim and reveals to be pre-finished to specifications. 39. Provide Gravity Skyvents by "$ristolite Skylights", including bird screen, as shown but not limited to Drawirjg A2.1. 40. Provide all drywall on the backside (interior side) of plaster walls as indicated. 41. Provide all required product data, samples and submittals for approval. i , 42, Include cost to remove, repair and / or replace all construction safety protection cables, toe boards and railings that interfere with the installation of the Work. When construction is safe and per code, toeboards and railings are no longer required, remove and dispose off site all mnaterial 43. Provide channel blocking where indicated. 44. Coordinate your work with the work of other trades. 45. Provide all caulking and sealants required for proper installation of your work. Page 4 5/27/2002 Block 28 Parkimidikucture SC01W Work Gypsum Boar Systems Page 5 46. Include a cost allowance of 200 man-hours of Plaster/Drywall Journeyman for miscellaneous work, to be used only at the direction of Turner Superintendent. A log of hours used will be kept and a credit will be provided by this Trade Contractor to the City of Palm 'Springs at the end of the project for any remaining unused hours. 47. Provide a Safety Program and be responsible for safety of all plumbing work. Any extra safety precautions shall be included as directed by Turner. Include a competent person who has participated and is certified through the OSHA 30 hours. 47. Provide Daily Construction Reports to Construction Manager. 48. Provide the following insurance for Combined Single Limit or Aggregate, in the amounts described: A. Comprehensive General Liability, in the amount of 3,000,000.00, including: k 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 1,000,000.00, including: a. Owned b. Non-owned C. Hired Automobile Exposures. C. WORK EXCLUDED: 1. The following items are specifically excluded from your work: a. Furnishing of hollow metal frames. b. Installation of hollow metal frames in masonry walls. C. Furnishing of access panels required for mechanical, electrical plumbing, or fire protection Trades. Page 5 5/27/2002 a Block 28 ParlStructure i cope of Work Gypsum Board Systems Page 6 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 a parking, etc. Straight Time Overtime (1.5X) a. Field Labor (Journeyman) $ ! Hour $ / Hour b. Field Labor (Foreman) $ / Hour $ ! Hour c. Field Labor (Gen. Foreman) $ / Hour $ / Hour E. ALTERNATES: 1. Provide deduct for metal stud framing and drywall infill at Southeast Elevator front openings at each level. E. ALLOWANCES: 1. 150 Carpenter Journeyman Man Hours $ / LS 4' F. GENERAL INFORMATION: None Page 6 5/27/2002 I PAYMENT BOND Bond No. 08585961 KNOW ALL MEN BY THESE PRESENTS, Marylan That F'd 1 t-y d Deposit Company of as urety, are held frmrly 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: One hundred seventy eight thousand one hundred thirty($178,130.00)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- Metal Stud Franting&Plaster CITY PROJECT 01-27-13 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 California referred to therein and acts amendatory thereof, and provided that the persons, companies, or corporations so furnishing 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 sum hereinbefore set forth and also will pay,in case suit is brought upon this bond, a reasonable attorney's fee,as shall be fixed by the Court. This bond shall inure to the benefit of any and all persons named in Section 3181 of the Civil Code of the State of California so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED,that any alterations in the Work to be done or the materials to be famished,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 PAGE SIGNED AND SEALED, this ISth day of 7uly 15C 2-a02 Surety r �,,,t nPE„�;r r ,p �f Maryland Contractor --, Tnr By lz e By a f Fredifick 0. Mutter Title Attorney in Fact Title Brad Berger, President (SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY) Contractor Berger Bros. Inc. (By Title Fred Findley, C.F.O. Corporations require two notarized signatures: One from each of the following: 1. Chairman of Board, President, or any Vice President: AND 2. Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or Chief Financial Officer). i • Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE,BALnMORE,MD KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by C. M. PECOT, JR. Vice-President, and C. W. ROBBINS Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to he in full force and effect on the date hereof, does hereby nominate, constitute and appoint Fredrick 0. Mutter of Arca Sin, CalifI�kia. . . . . . . . . . . . . . . . . . . . . . . \� b� t true an wtul agent and Attorney-in-Fact,to make,execu���t�e�,,,�, and deliv r�and on its behalf as surety,and as its set and deed: any and all bonds and undertakings. . A2. . . . . . o . e execution of such bonds or undertakings inQ%u�siiance of tl�s ,presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they ha?1Jbeen duly x�luled and acknowledged by the regularly elected officers of the Company at its office in Baltimore, Md., isthei own proper persons. The said Assistant Secretary does herebyyrt�iy that the ct set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By-Laws of said Company and is noSn�force. IN WITNESS WHEREOF,the said resident \' $svatant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELI �N DEPOfSIT'COMPANY OF MARYLAND, this 24th day of January , A.D. 19— ( FIDELITY ANU-DEPOSIT COMPANY OF MARYLAND ATTEST: .c...... ... By.................. -..-•—'----.-...-..-.. - ... ... ...- AsZ.Secretary Vice-Presides[ STATE OF MARYLAND CrrY OF BALTIMORE SS. On this 24th day of January , A.D. 19 92 , before the subscriber, a Notary Public of the State of Maryland,in and for the City of Baltimore,duly commissioned and qualified,came the above-named Vice-President and Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,to me personally known to he the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation.- IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of Baltimore,the day and year first above written. ,,o�' •..,, ' CAROL J. FADER 1 ; Notary Publid ComunissiqnE3�ues August 1 . 1992 ` CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full,tme and correct copy, is in full force and effect on the date of this certificate;and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice- Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Certificate may he signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969. RESOLVED:"That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall he valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company,this 18 th day of July 7NO2 012-4179 Assistant Secretary • i EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President,or any of the Senior Vice- Presidents or Vice-Presidents specially authorized so to do by�the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business,of the Company may require,or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings„recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,. and to affix the seal of the Company thereto." CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ��,�,r��cr;.,:M.;r,=t ;r•,^^�;c;cY_cr_ ...^crcr���rrrc<:cc-:r���_e,.'n,_r,(-t.cr,��r_r_�_'�.Mc^, ���rx;c.�',�";.y�:<r,-..-; =��� State of California 91 ss. ' IS County of Los Angeles On July 18th, 2002 before me, Angel Hovsepian Notary Public ' ' Data Name and Tile of Officer(e.g,"Jane Doe,Notary Public") C personally appeared Fredrick 0. Mutter ( Name(s)of Signer(s) �I f� K personally known to me 31 ❑ proved to me on the basis of satisfactory evidence l� r to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed <I the same in his/her/their authorizedI capacity(ies), and that by his/her/their ANGEL HOVSEPIAN S signature(s) on the instrument the person(s), or t Commission#12595>�' .� the entity upon behalf of which the person(s) 3' rlolonAnigal -Countlrci;� acted, executed the instrument. Los r�geles County � m Co m.Erpiiz s cr 3_ tt7d` WITNESS my hand and official seal. I �.� Place Notary Seal Above Signature of Notary Pubh f � OPTIONAL Though the Information below 1s not required by law, it may prove valuable to persons relying on the document 'I1 and could prevent fraudulent removal and reattachment of this form to another document. 3� Description of Attached Document 3i Title or Type of Document: Payment Bond for Palm Springs Downtown Parking__ Structure Project 9, Document Date: July lath 2002 Number of Pages: 2 Signer(s) Other Than Named Above: I Capacity(ies) Claimed by Signer � Signer's Name: Fredrick 0. Mutter 15i ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): jl `< ❑ Partner—❑ Limited ❑ General 's ® Attorney in Fact �SI ❑ Trustee �a ❑ Guardian or Conservator ❑ Other: �I Signer Is Representing: Fidelity and Deposit Company of Maryland ��,�=t,�:�.=c...�c:�=-�:��c:�tiw��_ r.,�x•�-;_ ��cc`��.r,�-4��-<�c.�=t:wu:'.f,�:v�wc=<;w�.�=c.•:�.:, s> �9 01999 National Notary Moderated-9350 De 3010 Ave,PO Bor,2402•Chalswonh,CA91313-2402•wwwnalionalnolaryorg Prod No 5907 Renter Call Tall Fire 1-9000766827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT I� State of California�=rn=r�erTrlrcro^rTrcrcr-c�rcr Serer-<cc�erercr��c�rcrrcrmer ,'�I l fi Los Angeles T III � County of J On July 18, 2002 before me, Jeanne Edgar, Notary Public I Dale Name and Title of ORlcer(e g,"June Doe,Wary Pubhe') I personally appeared Brad Berger Name(s)of Slgner(s) x❑ personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are 31 subscribed to the within instrument andI acknowledged to me that he/she/they executed E�rr the same in his/her/their authorized 'I "t?`3127 capacity(ies), and that by his/her/their f•.-- signature(s) on the instrument the erson s or �; �,•;�,C�;i;n. _;;,�;a�!°,' " ',) the entity upon behalf of which the person(s) acted, executed the instrument. ) I�el WITNESS my hand and official seal. Place Notary Ssal Above Signature of Nolary.Vubhc �I OPTIONAL Ifi Though the information below is not required by law, it may prove valuable to persons relying on the document 17,I and could prevent fraudulent removal and reattachment of this form to another document. 13�I F Description of Attached Document �I Title or Type of Document: Document Date. Number of Pages: I I� Ifi Signer(s) Other Than Named Above: t, Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top ot thumb here I ❑ Corporate Officer—Title(s): I ElPartner—❑ Limited El General ;1 ❑ Attorney in Fact 31 ❑ Trustee ❑ Guardian or Conservator ❑ Other: t(jl �� Signer Is Representing. ©1999 National Nolary Assomalion•s35o oe Solo Avo,POB.2402.Chalsworlh,CA91313-2402•wwwnatonalnelaryorg Prud Ne 5907 Reortler Call IDllf,eel-5003]33327 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California A Los Angeles ss. County of July 18, 2002 Jeanne Edgar, Notary Public Oin Date before me, Name and Title of Officer(e g "Jane Doe,Notary Public") personally appeared Fred FindleyI Names)of Signer(s) r X7 personally known to me ❑ proved to me on the basis of satisfactory �I evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed I the same in his/her/their authorized ct1 A - capacity(ies), and that by his/her/their I signatures) on the instrument the person(s), or the entity upon behalf of which the person(s) J acted, executed the instrument I 5 WITNESS my hand and official seal. r Place Notary Seal Above � � S it nal�oF Lary Public I �6 OPTIONAL r Though the information below is not required by law, it may prove valuable to persons relying on the document �I and could prevent fraudulent removal and reattachment of this form to another document �I Description of Attached Document t Title or Type of Document: 'I t Document Date: Number of Pages: �I Signer(s) Other Than Named Above' Capacity(ies) Claimed by SignerI Signer's Name. ill El Individual rop of thump here I� ❑ Corporate Officer—Title(s): �I ❑ Partner—❑ Limited ❑ Generale ❑ Attorney in Fact �I ❑ Trusteed Ifi ❑ Guardian or Conservator ❑ Other: >'I Signer Is Representing 9 01999 National Notary Association•9350 No said Ave,PC Box 2402•Chalsworlid,CA 913132402•wwwnationalnotaryorg Prod No 5907 Rodoor Call TOIFFrea 1-800 876 6827 PERFORMANCE BOND Bond No. 08585961 KNOW ALL MEN BY THESE PRESENTS, That Metal Stud Framing, as Contractor and MaryW Yucty are held firmly bound unto the City of Palm Springs, a C{arter City,organized an existing in the County of Riverside,California,hereinafter called the "City,"in the sum of: One hundred seventy eight thousand one hundred thirty($178,130.00) 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, thinly 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- Metal Stud Framing&Plaster CITY PROJECT 01-27-13 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 I gth day of in 1 y ,A_9nn Contractor Bepger Bro . , Inc. Contractor Berger Bros. , Inc. BY By t ✓ /�2..,/".. Title Brad Berger, Title F F.O resident Fred Findley, C.F.O. Corporations require two notarized signatures: One from each of the following: 1. Chairman of Board, President, or any Vice President: AND 2. Secretary, Assistant Secretary, Treasurer, Assistant Treasurer, or Chief Financial Officer). SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY Surety FL lit and De osit Company of Maryland By L�; �� C- �I LSO✓ Fredr•ck 0. Mutter Title Attorney in Farr Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE,BNTIMORE,MD KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by C. M. PECOT, JR. Vice-President, and C. W. ROBBINS Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to he in full force and effect on the date hereof, does hereby nominate, constitute and appoint Fredrick 0. Mutter of Arch&4 a, Califo` ia. . . . . . . . . . . . . . . . . . . . . . . . r t tme an coin]agent and Attorney-in-Fact,to make,executeq'. and de b�r,f,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings. . . . . . . . . . . J. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e execution of such bonds or undertakings m p�uance of�h�presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as ff they�> een dulymuted and acknowledged by the regularly elected officers of the Company at its office in Baltimore, Md.,rgtithetr own P,per rsons. The said Assistant Secretary does hereby,))e`rtify\that the e ac set forth on the reverse side hereof is a time copy of Article VI, Section 2, of the By-Laws of said Company and is now 5 orce. IN WITNESS WHEREOF,the said�ie�President an�\a�-�sistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELTAD,,`A D DEPO$IT',COMPANY OF MARYLAND, this 24th day of January A.D. 1922 r° FIDELITY DEPOSIT COMPANY OF MARYLAND ATTEST: SEAL f As v 1,e��y Vice-President STATE OF MARYLAND CITY OF BALTIMORE SS' On this 24th day of January , A.D. 19 92 , before the subscriber, a Notary Public of the State of Maryland,in and for the City of Baltimore,duly commissioned and qualified,came the above-named Vice-President and Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and safth, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of Baltimore, the day and year first above written. -eo {^Ju CAROL J. FADER rf Notary Publid Commissi E tree August 1 . 1992_ CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, tyre and correct copy, is in full force and effect on the date of this certificate;and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice- Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969. RESOLVED:"That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall he valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company,this jRth, day July 2002 012-4179 ' ���Aseistmt Secretory • • EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI,Section 2. The Chairman of the Board, or the President, or any Executive Vice-President,or any of the Senior Vice- Presidents or Vice-Presidents specially authorized so to do byl the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require,or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,. . .and to affix the seal of the Company thereto." i r CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT rr;_<.;;:<;cr,_t T.rcr..cr_.cr: ,�r�„�.c=c�. rcr�r,_cr_-�^�,r,�rc;rcxct:<;�c�`✓rx�c�`_r �:=;.?�,r_cr�^-�^�c��4,r,;,rcrcr��r,❑;�; Q State of California �I ss. County of Los Angeles 61 �i On July lath, 2002, before me, Angel Hovsepian, Notary Public Data Name and Title of Officer(e g,'Jane Doe,Notary Public') it fi personally appeared Fredrick 0. Mutter 'I IF Name(a)of Signers) I X1 personally known to me >I ❑ proved to me on the basis of satisfactory evidenceI I� �I to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized __z_ _._ _ ��-• :_,-_,_ capacity(ies), and that by his/her/their ANGEL HOVSEPIAN signature(s) on the instrument the person(s), or CommiWon#12595' `_ the entity upon behalf of which the person(s) Natal FutOo-Cnrrtcr"r 1� Los Art ��n9Y j� acted, executed the instrument. C y' AAY COMM.Earntrc-s6lpr&L-X9Iy� u WITNESS my h d and official seal. 29 Place Notary Seal Above Signe lure of Notary Public i OPTIONAL - �z Though the information below is not required by law, it may prove valuable to persons relying on the document �I Z,f and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document f; Title or Type of Document: Performance Bond for Palm Springs Downtown Parking ),I Structure Project �I Document Date: July 18th, 2002 Number of Pages: 2 Signer(s) Other Than Named Above: , Capacity(ies) Claimed by SignerI Signer's Name: Fredrick 0. Mutter ❑ Individual Top of thumb hereI ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ GeneralI IX Attorney in Fact ,I ❑ Trustee �I II< ❑ Guardian or Conservator ❑ Other: al fi fiSigner Is Representing Fidelity and Deposit Company of MarylandI �c,'vc-:,.'�'�"Lc�==<,=„_iJ�.t>(jci-C.�-�c1—cl✓'�.. -:. _�--cr.�>^c.=ir.<.�;C�'��w«cc-<,�_.-"'CC-C-se_.6e�_�.��.„SI 01990 National allary Associallon•9350 De Soto Ave.,Re Box 2402•Chatsworth,CA 91313-2402•wwuv nalionalnolary.org P,.d No 5907 Reorder Call Toll Free 1-600 876 6827 �.,;rcr;;rc;r.,.^_crti=t',crcr,�r,�:�',et^.crcrcrcr� rcr.:,rcr.,=;t;e�:cr�,-->r,_r..cr=,rcrcrcrr:rrrcrlr,�^Tr�r_l,-,r.CALRIFORMNA ALL-PURPOSE ACKNOWLEDGMENT State of California ' Count of Los Angeles ss. fi yI before me, � On July 18, 2002 Jeanne Edgar, Notary Public jl, Na[e Name and Title of Officer(e.g.,"Jane Doe,Notary Publlc'") Brad Berger ),I personally appeared Nema(s)of Signar(c) A personally (mown to me II ❑ proved to me on the basis of satisfactory evidence I� I� to be the person(s) whose name(s) is/are subscribed to the within instrument and fi acknowledged to me that he/she/they executed the same in his/her/their authorized.... � ca acit )es and that b his/her/their P YC )� Y _. signature(s) on the instrument the person(s), or I( the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. I v � �6 I� Place Notary Seal Above Signature of Not-ry Public OPTIONAL 3' ri 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. P Description of Attached Document Title or Type of Document: t Document Date: Number of Pages. �I Signer(s) Other Than Named Above:' Capacity(ies) Claimed by Signer I� Signer's Name, _ I ❑ IndividualI ❑ Corporate Officer—Title(s) Top Of Ihurnb here ❑ Partner—❑ Limited ❑ General I� ❑ Attorney in Fact ❑ Trustee I� ❑ Guardian or Conservator fi ❑ Other. t I Signer Is Representing `rp I�z`-csct.w:^cw�-������.'��, •cr�'�_ -� _ _ <-<:ctx-k��ac�,-���=c�4cw�_ _ "w^���.�,c-,a ©1999 National Notary Assomalion•9350 pe Solo Avo,PO Box2402.Ohal..rlh,CA91313-2402-.ralionalnolary.or9 Proof No.5907 Reorder,Call Toll Free l-BOO B766827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California Los Angeles ss. County of fi CnJuly 18, 2002 before me, Jeanne Edgar, Notary Public I� Data Name and Tltla of O1Boer(e,g,"Jane Doe,Notary Public") personally appeared Fred Findley Name(.)of Signers) N personally known to me fi ❑ proved to me on the basis of satisfactory e evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and fi acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their 1 i. 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 and official seal. Plaoe Notary Seal Above Signature of Noary Public - OPTIONAL 'I 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: fiSigner(s) Other Than Named Above. fiCapacity(ies) Claimed by Signer Signer's Name: ... li El Individual of Top thumb here ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact + ❑ Trustee ❑ Guardian or Conservator ❑ Other: II Signer Is Representing: , 01999 National Nwon,ASSoorrimm 9350 De Soto An, PC box 2402•Chat.woah,CA 91313.2492•wwwnao,ronolaryor, Prod No 5907 ga.,d.r Call Tall Foo 1-8008766827 CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 1-27 NOTICE TO PRE-QUALIFIED TRADE CONTRACTORS Bids for the following trades: Concrete & Reinforcing (Bid #7); Masonry (Bid #9); Miscellaneous Metals (Bid #10); Metal Stud Framing and Plaster (Bid #13); Plumbing (Bid #17); Fire Protection (Bid #19); Electrical (Bid #20); and Site Concrete Bid (Bid #22) ADDENDUM NO. 1 THE NOTICE INVITING BIDS PUBLISHED IN THE DESERT SUN ON MAY 20, 2002, FOR THE ABOVE LISTED TRADE CONTRACTS IS HEREBY AMENDED. A COMPLETE AMENDED NOTICE IS ATTACHED. 1. Summary of Changes A. Bid closing date for the above listed trade bids has been changed from June 11, 2002 to June 18, 2002. See revised ad (attached) for times. B. The Pre-Bid Conference and Site Visit has been changed to MANDATORY. C. The date for the MANDATORY Pre-Bid Conference and Site Visit is June 11, 2002, from 9:00 a.m. to 11:00 a.m. See revised ad (attached) for details. D. The deadline for submission of pre-qualification package is five days prior to the REVISED bid closing date. 2. Attachment: Revised Notice of Inviting Bids as published June 41h in the Desert Sun. BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO DIRECTOR OF PROCUREMENT & CONTRACTING DATE: June 3, 2002 ttt.. p p CITY OF PALM SPRINGS, CALIFORNIA 3200 East Tahquitz Canyon Way Palm Springs, California DOWNTOWN PARKING STRUCTURE City Project No. 01-27 AMENDED NOTICE TO PRE-QUALIFIED TRADE CONTRACTORS Bids for the Following Trades: Concrete & Reinforcing (Bid #7), Masonry (Bid #9), Miscellaneous Metals (Bid #10), Metal Stud Framing and Plaster (Bid #13), Plumbing (Bid #17), Fire Protection (Bid # 19), Electrical (Bid #20) and Site Concrete (Bid #22). N-1 AMENDED NOTICE IS HEREBY GIVEN that sealed Bids will be received from Trade Contractors who have successfully completed the trade specific pre-qualification process(es) set forth by the City. Said Bids will be accepted at the Office of the Director of Procurement & Contracting at 3200 E. Tahquitz Canyon Way in the City of Palm Springs. The Work is to be performed in strict accordance with the contract documents and is described in eight (8) individual Bid Packages (by Trade) for the Downtown Parking Structure, City Project#01-27. The City has contracted with Turner Construction Company to be the Construction Manager for the Project. The City and Turner Construction Company have chosen to develop eight (8) of the project's trade contracts via a pre-qualification process. The resultant contracts will be awarded and held by the City of Palm Springs. N-2 PRE-QUALIFICATION OF TRADE CONTRACTORS: All prospective bidders who have not already submitted trade specific pre-qualification questionnaires for this project must be pre-qualified to submit bids for this project. Trade contractors must be pre-qualified for each trade bid for which they wish to submit a bit The completed prequalficiation questionnaires must be received at least five days prior to the amended date of bid opening specified in this Notice. Pre-qualification applications are enclosed with the bid package(s). Pre-qualification applications may also be obtained at www.ci.palm-springs.ca.us. (Go to "Departments" then to "Procurement") Bid proposals submitted by trade contractors who have failed to successfully pre-qualify will not be accepted. N-3 DATES AND TIMES OF OPENING BIDS: 1. Bids for Concrete & Reinforcing, Bid Package #7 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 2:00 P.M., local time, June 18, 2002. 2. Bids for Masonry Work. Bid Package #9 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 2:15 P.M., local time, June 18, 2002. 3. Bids for Miscellaneous Metals, Big Package #10 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 2:30 P.M., local time, June 18, 2002. 4. Bid for Metal Stud Framing and Plaster. Bid Package #13, will be received in the Department of Procurement & Contracting, City of Palm Springs, California, from the above listed Trade Contractors until 2:45 P.M., local time, June 18, 2002. 5. Bids for Plumbing. Bid Package #17 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 3:00 P.M., local time, June 18, 2002. 6. Bids for Fire Protection, Bid Package #19 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 3:15 P.M., local time, June 18, 2002, 7. Bids for Electrical, Bid Package #20 will be received in the Department of Procurement & Contracting, City of Palm Springs, California, from the above listed Trade Contractors until 3:30 P.M., local time, June 18, 2002 8. Bid for Site Concrete, Bid Package #22, will be received in the Department of Procurement & Contracting, City of Palm Springs, California, from the above listed Trade Contractors until 4:00 P.M., local time, June 18, 2002, Immediately after the time established as the deadline for receipt of bids, bids will be opened and read aloud. It is the responsibility of the Bidder to see that any Bid sent through the mail, by delivery service or hand-delivered shall have sufficient time to be received by the Director in the Department of Procurement & Contracting prior to the Bid Opening Time. Late Bids will be returned to the Bidder unopened. N-4 LOCATION OF THE WORK: The Work to be constructed hereunder is located on the southeast corner of Indian Canyon Drive and Baristo Road in the City of Palm Springs, California. N-5 DESCRIPTION OF THE WORK: The overall project consists of constructing a three (3) level 121,235 square feet, 375 spaces parking structure. The foundations are spread footings. The structure is cast in place post tension concrete, with concrete columns, beams, girders, elevator pits and shear walls. The exterior facades along the East and South faces consist of 8" concrete masonry unit and plaster at spandrels. There are metal urns and architectural steel at entries. The perimeter is enclosed by cable handrails, the parking control is achieved through automatic gates with controllers. Cantilevered fabric shade structures are located at structure's top level. Separate Bid Documents identify the work to be performed according to trade. N-6 COMPLETION OF THE WORK: Time is of the essence! The Work must be performed according to time lines identified in each trade bidding document. The start of construction is anticipated to be July 1, 2002, and the project completion date is scheduled to be November 27, 2002. The start date for each trade will be coordinated with the overall project time lines and will be communicated by issuance of a "Notice to Proceed". "Liquidated Damages" clauses will be included in Bidding Documents and resultant Contracts for selected trades.. N-7 BID SCHEDULES: For certain trades the Bid Documents may contain two or more separate Bid Schedules, i.e., Bid Schedule "A" and Bid Schedule "B". When this occurs, Bidders must bid on all of the Bid Schedules or the Bid will be considered as non- responsive and will be subject to rejection. However the City will award only one Bid Schedule. N-8 AWARD OF CONTRACT: (a) The City reserves the right after opening each trade Bid to reject any or all trade Bids, to waive any informality (non-responsiveness) in Bids or to make award to the lowest responsive, responsible Bidder, as it may best serve the interests of the City. (b) As a condition of award, the successful Bidder will be required to submit bonds and insurance prior to execution of the Agreement by the City. Failure to meet this requirement shall constitute abandonment of the Bid by the Bidder and forfeiture of the Bid Bond. Award will then be made to the next lowest Bidder. N-9 LOCAL BUSINESS PROMOTION: In determining the lowest responsible Bidder, the provisions of Section 7.09.030 of the City of Palm Springs Municipal Code shall be applied to a Bid submitted by a local business enterprise or contractor, as set forth in the Instructions to Bidders. N-10 BID SECURITY: Each Bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of at least 10 percent of the total Bid price, payable to the City of Palm Springs, as a guarantee that the Bidder, if its Bid is accepted, will promptly obtain the required Bonds and Insurance, and will prepare the required submittal documents and execute the Agreement. N-11 BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 30 calendar days from the date of the Bid opening. N-12 CONTRACTOR'S LICENSE CLASSIFICATION: In accordance with the provisions of California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid California State Contractor's License. The Bidder shall possess a valid license in the specified classification (see below) at the time that the Bid is submitted, as required under California Business and Profession Code Section 7028.15, unless exempt thereunder. Failure to possess the specified license at the time of submitting a Bid shall render the Bid as non-responsive and must be rejected. The minimum Contractor's License necessary to perform the Work by Trade is as follows: Bid #7 Concrete & Reinforcing (C-8 or B) Bid#9 Masonry (C-29) Bid #10 Miscellaneous Metals (C-51) Bid #13 Metal Stud Framing and Plaster (C-35) Bid #17 Plumbing (C-36) Bid #19 Fire Protection (C-16) Bid #20 Electrical (C-10) Bid #22 Site Concrete (C-8) N-13 PREVAILING WAGE RATES 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. N-14 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract from time-to-time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. The value of such securities, if deposited by the Contractor, shall be as determined by the City, whose decision on valuation of the securities shall be final. Securities eligible for investment hereunder shall be limited to those listed in Section 16430 of the Government Code, or bank or savings and loan certificates of deposit. N-15 MANDATORY PRE-BID CONFERENCE AND VISIT TO WORK SITE: Prospective Bidders are required to attend a MANDATORY Pre-Bid Conference and Site Visit which will be conducted by the City to acquaint the Bidders with existing site conditions. The MANDATORY Pre-Bid Conference and Visit to Work Site will be conducted from 9:00 a.m. to 11:00 a.m. local time, Tuesday, June 11, 2002. Participants of the Pre-Bid Conference and Visit to Work Site will meet in the Council Chambers, City of Palm Springs, located at 3200 East Tahquitz Canyon Way, Palm Springs, California. N-16 EXISTING REPORT ON SITE INVESTIGATION: (a) The Bidder's attention is directed to the fact that two reports were prepared for the City of Palm Springs by Earth Systems Southwest, of Bermuda Dunes, CA., entitled "Report of Phase I Environmental Site Assessment Seven Contiguous Particles South Palm and Indian Canyon Drives North of Baristo Road Palm Springs, California" and "Report of Phase II Investigation Former Gas Station NWC South Indian Canyon Drive and Baristo Road Palm Springs, California" dated February 7, 2002 and March 29, 2002 respectively. (b) Copies of the report are available for inspection by prospective Bidders at the office of Harold E. Good, CPPO, Director of Procurement & Contracting, 3200 E. Tahquitz Canyon Way, Palm Springs, CA., 92262, 760-323-8239. (c) Said reports are made available for the convenience of bidders only, and the City disclaims any responsibility for its contents. All statements, findings, and interpretations in said report are those of Earth Systems Southwest, and the City of Palm Springs makes no interpretations nor representations as to the accuracy of said report. All bidders shall make their own interpretations as to the conditions existing at the proposed project site. N-17 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) A full set of Contract Documents is available for inspection without charge at the Office of the Procurement & Contracting, City of Palm Springs, 3200 East Tahquitz Canyon Way, Palm Springs, California. (b) Complete sets of said Contract Documents may be purchased for $100.00 per set If overnight mailing is requested, an additional $25.00 fee will be required. Documents are obtainable from: J. P. REPROGRAPHICS OR CR REPROGRAPHICS 77734 Country Club Dr., #G2 3182 Pullman Street Palm Desert, California 92211 Costa Mesa, CA 92626 Ofc: (760) 777-9794 Ofc: (714) 751-2680 N-18 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of Palm Springs, and shall be delivered to: City of Palm Springs Department of Procurement& Contracting 3200 E. Tahquitz Canyon Way Palm Springs, California 92262 The envelope shall plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words, Trade Bid for Palm Springs DOWNTOWN PARKING STRUCTURE and the date and hour of opening Bids. The name of the trade and the Bid Package Number shall also be clearly marked on the outside of the envelope. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. N-19 PROJECT ADMINISTRATION: All communications relative to this Work shall be directed to David Livingston, Turner Construction Company, 73-960 Highway 111, Suite 5, Palm Desert, CA 92260, PHONE (760 340-6161, FAX (760) 340-6411, prior to opening of Bids. All questions relating to interpretation of the Contract Documents or products must be in writing, and responses will be in the form of addenda to the Documents. BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO Director of Procurement & Contracting DATE: May 31, 2002 PUBLICATION DATES: May 20, 2002 and June 4, 2002 (amended) CITY OF PALM SPRINGS, CALIFORNIA 3200 East Tahquitz Canyon Way Palm Springs, California DOWNTOWN PARKING STRUCTURE City Project No. 01-27 NOTICE TO PRE-QUALIFIED TRADE CONTRACTORS Bids for the Following Trades: Concrete & Reinforcing (Bid #7), Masonry (Bid #9), Miscellaneous Metals (Bid #10), Metal Stud Framing and Plaster (Bid #13), Plumbing (Bid #17), Fire Protection (Bid # 19), Electrical (Bid #20) and Site Concrete (Bid #22). N-1 NOTICE IS HEREBY GIVEN that sealed Bids will be received from Trade Contractors who have successfully completed the trade specific pre-qualification process(es) set forth by the City. Said Bids will be accepted at the Office of the Director of Procurement & Contracting at 3200 E. Tahquitz Canyon Way in the City of Palm Springs. The Work is to be performed in strict accordance with the contract documents and is described in eight (8) individual Bid Packages (by Trade) for the Downtown Parking Structure, City Project #01-27. The City has contracted with Turner Construction Company to be the Construction Manager for the Project. The City and Turner Construction Company have chosen to develop eight (8) of the project's trade contracts via a pre-qualification process. The resultant contracts will be awarded and held by the City of Palm Springs. N-2 PRE-QUALIFICATION OF TRADE CONTRACTORS: All prospective bidders who have not already submitted trade specific pre-qualification questionnaires for this proiect must be pre-qualified to submit bids for this project. Trade contractors must be pre-qualified for each trade bid for which they wish to submit a bit. The completed prequalficiation questionnaires must be received at least five days prior to the date of bid opening specified in this Notice. Pre-qualification applications are enclosed with the bid package(s). Pre-qualification applications may also be obtained at www.ci.palm-springs.ca.us. (Go to "Departments" then to "Procurement") Bid proposals submitted by trade contractors who have failed to successfully pre-qualify will not be accepted. N-3 DATES AND TIMES OF OPENING BIDS: 1. Bids for Concrete & Reinforcing. Bid Package #7 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 2:00 P.M., local time, June 11, 2002. 2. Bids for Masonry Work. Bid Package #9 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 2:15 P.M., local time, June 11, 2002. 3. Bids for Miscellaneous Metals, Big Package #10 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 2:30 P.M., local time, June 11, 2002. 4. Bid for Metal Stud Framing and Plaster, Bid Package #13, will be received in the Department of Procurement & Contracting, City of Palm Springs, California, from the above listed Trade Contractors until 2:45 P.M., local time, June 11, 2002. 5. Bids for Plumbing. Bid Package #17 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 3:00 P.M., local time, June 11, 2002. 6. Bids for Fire Protection, Bid Package #19 will be received in the Department of Procurement & Contracting of the City of Palm Springs, California, from the above listed Trade Contractors until 3:15 P.M., local time, June 11, 2002. 7. Bids for Electrical, Bid Package #20 will be received in the Department of Procurement & Contracting, City of Palm Springs, California, from the above listed Trade Contractors until 3:30 P.M., local time, June 11, 2002 8. Bid for Site Concrete, Bid Package #22, will be received in the Department of Procurement& Contracting, City of Palm Springs, California, from the above listed Trade Contractors until 4:00 P.M., local time, June 11, 2002. Immediately after the time established as the deadline for receipt of bids, bids will be opened and read aloud. It is the responsibility of the Bidder to see that any Bid sent through the mail, by delivery service or hand-delivered shall have sufficient time to be received by the Director in the Department of Procurement & Contracting prior to the Bid Opening Time. Late Bids will be returned to the Bidder unopened. N-4 LOCATION OF THE WORK: The Work to be constructed hereunder is located on the southeast corner of Indian Canyon Drive and Baristo Road in the City of Palm Springs, California. N-5 DESCRIPTION OF THE WORK: The overall project consists of constructing a three (3) level 121,235 square feet, 375 spaces parking structure. The foundations are spread footings. The structure is cast in place post tension concrete, with concrete columns, beams, girders, elevator pits and shear walls. The exterior facades along the East and South faces consist of 8" concrete masonry unit and plaster at spandrels. There are metal urns and architectural steel at entries. The perimeter is enclosed by cable handrails, the parking control is achieved through automatic gates with controllers. Cantilevered fabric shade structures are located at structure's top level. Separate Bid Documents identify the work to be performed according to trade. N-6 COMPLETION OF THE WORK: Time is of the essence! The Work must be performed according to time lines identified in each trade bidding document. The start of construction is anticipated to be June 24, 2002, and the project completion date is scheduled to be November 27, 2002. The start date for each trade will be coordinated with the overall project time lines and will be communicated by issuance of a "Notice to Proceed". "Liquidated Damages" clauses will be included in Bidding Documents and resultant Contracts for selected trades.. N-7 BID SCHEDULES: For certain trades the Bid Documents may contain two or more separate Bid Schedules, i.e., Bid Schedule "A" and Bid Schedule "B". When this occurs, Bidders must bid on all of the Bid Schedules or the Bid will be considered as non- responsive and will be subject to rejection. However the City will award only one Bid Schedule. N-8 AWARD OF CONTRACT: (a) The City reserves the right after opening each trade Bid to reject any or all trade Bids, to waive any informality (non-responsiveness) in Bids or to make award to the lowest responsive, responsible Bidder, as it may best serve the interests of the City. (b) As a condition of award, the successful Bidder will be required to submit bonds and insurance prior to execution of the Agreement by the City. Failure to meet this requirement shall constitute abandonment of the Bid by the Bidder and forfeiture of the Bid Bond. Award will then be made to the next lowest Bidder. N-9 LOCAL BUSINESS PROMOTION: In determining the lowest responsible Bidder, the provisions of Section 7.09.030 of the City of Palm Springs Municipal Code shall be applied to a Bid submitted by a local business enterprise or contractor, as set forth in the Instructions to Bidders. N-10 BID SECURITY: Each Bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of at least 10 percent of the total Bid price, payable to the City of Palm Springs, as a guarantee that the Bidder, if its Bid is accepted, will promptly obtain the required Bonds and Insurance, and will prepare the required submittal documents and execute the Agreement. N-11 BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 30 calendar days from the date of the Bid opening. N-12 CONTRACTOR'S LICENSE CLASSIFICATION: In accordance with the provisions of California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid California State Contractor's License. The Bidder shall possess a valid license in the specified classification (see below) at the time that the Bid is submitted, as required under California Business and Profession Code Section 7028.15, unless exempt thereunder. Failure to possess the specified license at the time of submitting a Bid shall render the Bid as non-responsive and must be rejected. The minimum Contractor's License necessary to perform the Work by Trade is as follows: Bid #7 Concrete & Reinforcing (C-8 or B) Bid#9 Masonry (C-29) Bid #10 Miscellaneous Metals (C-51) Bid #13 Metal Stud Framing and Plaster (C-35) Bid #17 Plumbing (C-36) Bid #19 Fire Protection (C-16) Bid #20 Electrical (C-10) Bid #22 Site Concrete (C-8) N-13 PREVAILING WAGE RATES 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. N-14 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract from time-to-time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. The value of such securities, if deposited by the Contractor, shall be as determined by the City, whose decision on valuation of the securities shall be final. Securities eligible for investment hereunder shall be limited to those listed in Section 16430 of the Government Code, or bank or savings and loan certificates of deposit. N-15 PRE-BID WALK-THROUGH OF WORK SITE: Prospective Bidders are advised to attend a Pre-Bid Conference and Walk-Through of the proposed work site which will be conducted by the City to acquaint the Bidders with existing site conditions. The Pre-Bid Conference and Walk-Through will be conducted from 9:00 a.m. to 11:00 a.m. local time, Tuesday, June 4, 2002. Participants of the Pre-Bid Conference and Walk-Through will meet in the Large Conference Room, City of Palm Springs, located at 3200 East Tahquitz Canyon Way, Palm Springs, California. N-16 EXISTING REPORT ON SITE INVESTIGATION: (a) The Bidder's attention is directed to the fact that two reports were prepared for the City of Palm Springs by Earth Systems Southwest, of Bermuda Dunes, CA., entitled "Report of Phase I Environmental Site Assessment Seven Contiguous Particles South Palm and Indian Canyon Drives North of Baristo Road Palm Springs, California' and "Report of Phase II Investigation Former Gas Station NWC South Indian Canyon Drive and ;Baristo Road Palm Springs, California" dated February 7, 2002 and March 29, 2002 respectively. (b) Copies of the report are available for inspection by prospective Bidders at the office of Harold E. Good, CPPO, Director of Procurement & Contracting, 3200 E. Tahquitz Canyon Way, Palm Springs, CA., 92262, 760-323-8239. (c) Said reports are made available for the convenience of bidders only, and the City disclaims any responsibility for its contents. All statements, findings, and interpretations in said report are those of Earth Systems Southwest, and the City of Palm Springs makes no interpretations nor representations as to the accuracy of said report. All bidders shall make their own interpretations as to the conditions existing at the proposed project site. N-17 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) A full set of Contract Documents is available for inspection without charge at the Office of the Procurement & Contracting, City of Palm Springs, 3200 East Tahquitz Canyon Way, Palm Springs, California. (b) Complete sets of said Contract Documents may be purchased for $100.00 per set If overnight mailing is requested, an additional $25.00 fee will be required. Documents are obtainable from: J. P. REPROGRAPHICS OR CR REPROGRAPHICS 77734 Country Club Dr., #G2 3182 Pullman Street Palm Desert, California 92211 Costa Mesa, CA 92626 Ofc: (760) 777-9794 Ofc: (714) 751-2680 N-18 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of Palm Springs, and shall be delivered to: City of Palm Springs Department of Procurement & Contracting 3200 E. Tahquitz Canyon Way Palm Springs, California 92262 The envelope shall plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words, Trade Bid for Palm Springs DOWNTOWN PARKING STRUCTURE and the date and hour of opening Bids. The name of the trade and the Bid Package Number shall also be clearly marked on the outside of the envelope. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. N-19 PROJECT ADMINISTRATION: All communications relative to this Work shall be directed to David Livingston, Turner Construction Company, 73-960 Highway 111, Suite 5, Palm Desert, CA 92260, PHONE (760 340-6161, FAX (760) 340-6411, prior to opening of Bids. All questions relating to interpretation of the Contract Documents or products must be in writing, and responses will be in the form of addenda to the Documents. BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA HAROLD E. GOOD, CPPO Director of Procurement & Contracting DATE: May 20, 2002 PUBLICATION DATES: CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 1-27 NOTICE TO PRE-QUALIFIED TRADE CONTRACTORS Bids for the following trades: Concrete & Reinforcing (Bid #7); Masonry (Bid #9); Miscellaneous Metals (Bid #10); Metal Stud Framing and Plaster (Bid #13); Plumbing (Bid #17); Fire Protection (Bid #19); Electrical (Bid #20); and Site Concrete (Bid #22) ADDENDUM NO. 2 The Notice Inviting Bids advertised June 3`d, 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 Downtown Parking Structure 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 addendum in the Bid Form. BY ORDER OF THE CITY OF PALM SPRINGS By i�4 HAROLD E. GOOD, CPPO Director of Procurement & Contracting Date: June 10, 2002 PROJECT NAME: Block 28 Palm Springs ADDFNDLIM #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" & "EF. 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. 1.2.3 WATER PLAN A. Revise construction notes. B. Revise " note" C. Add restricted joint note. WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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. '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. 1. 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. 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. Page 2 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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' J. Dimensioned Northwest Entry opening. K. Added note along Grid B "See structural drawings for railing information" Page 3 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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: 1/13.3, 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 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 Page 4 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 out" 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." S. 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. 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. 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" Page 5 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 STAIR/ELEVATOR 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. 1.4.14 A6.5 ARCHITECTURAL DETAILS: Page 6 of 17 Addendum#2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 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. Page 7 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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. 1.5.3. SU — 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 Page 8 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Revised title to read "Foundation & Ground Level Plan" 2. Stair/Elevator#2 callout changed from 4/S7.1 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/S0.2 & 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 81S1/2 at Grid 3/A 9. Revised note for section mark 7/S1.2 along Grid B between 6 & 7 to read "4'-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. 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" @ 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 @ 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. 1.5.5. S1.3- Foundation Details A. 6/S1.3 - Footing Elevation Page 9 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 '/" dimension to read "2 3/<" 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 "F" & "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/55.1 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 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 '/." dimension to read "2 3/" Veneer" Page 10 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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" cir. 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 121S5.1 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 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. Page 11 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 -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'-O" 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 '/2" 3. Changed 3/8" Fiberboard to "3/8" Pre-molded jnt. Material" B. 2/S5.1 - 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 %' 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 '/2" D. 4/S5.1 -Wall Section 1. Deleted V-0" dimension for the Rubatex E. 5/S5.1 -Wall Section 1. Revised f'm = 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. 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" Page 12 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 '/," 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 &#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/S1.2 B. 2/S7.1 -Stair/Elev#1 -Second Level Plan 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 Page 13 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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/"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 '/z" 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 %" 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/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 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 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 Page 14 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 '/" 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 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 Page 15 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 #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 161 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. 2. SPECIFICATIONS Page 16 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 10, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 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 3/8" C. SECTION 02970 — IANDCAPE 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 17 of 17 Addendum #2 CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 1-27 NOTICE TO PRE-QUALIFIED TRADE CONTRACTORS Bids for the following trades: Concrete & Reinforcing (Bid #7); Masonry (Bid #9); Miscellaneous Metals (Bid #10); Metal Stud Framing and Plaster (Bid #13); Plumbing (Bid #17); Fire Protection (Bid #19); Electrical (Bid #20); and Site Concrete Bid (Bid #22) 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 3. Questions and Answers to RFls: CONCRETE & REINFORCING - BID PACKAGE #7: a. Question: Pad footing located at Gridline 15-B is indicated as type F6, but there is no F6 footing in the footing schedule. Answer: Footing F6 shall read in schedule width 13 feet, length 13 feet, depth 2 feet. Reinforcing shall be eleven (11)#10s. Extend reinforcing from Section 7/S1.2 to Grid 15 into footing F6. b. Question: Please provide the thickness for continuous footing for Grid 5 (there is no section cut through). Answer: Section 4/S1.3 shows footing depth to be 5 foot. C. Question: Detail 2/S0.1 indicated tooled joint but spec section 03301-19 indicated saw cut joint. Please clarify which method to be used. Answer: Saw cut joints allowed if cut while concrete is still green (i.e., within 24 hours of concrete installation, maximum ). Otherwise, the joint shall be tooled. d. Question: Scope of work for the upon referenced Trade #7 Item #19 "provide all construction, control joint...including those for topping slabs". Please specify the areas need topping slabs. Answer: No topping slabs. e. Question: Scope of work for the above referenced Trade 7 Item #11 "provide a $5,000 allowance for all equipment pads, Item #12 indicated provide all pads...". Please clarify. Answer: Base bid should include $5,000 allowance for all equipment pads. f. Question: Scope of work for the above referenced Trade #7 Item #5 indicated provide excavation, fill, re-compaction and backfill in accordance with the drawings,specification and geo-technical engineering report...dated 2/1/2002. Please clarify whether it is the concrete contractor's responsibility to re-compact. Answer: Re-compaction by grading contractor. g. Question: Scope of work for the above referenced Trade #7, Item #7 indicated provide all slabs on grade including sand, vapor barrier and gravel beneath the slab on grade. According to the soils report, page 14, indicated only in areas of moisture sensitive floor coverings need appropriate vapor barrier and 2 inch sand (no mention of gravel). Please clarify the following questions: (1)Slab on Grade parking area and driveway where no moisture sensitive material existed, do we still need to install vapor barrier and sand? And (2) Is gravel required at parking area and driveway? How thick? Please clarify. Answer: There is no sand vapor barrier or gravel required below concrete slab on grade, both inside and outside parking structure. h. Question: Scope of work for the above referenced Trade #7, Item #7 indicated provide all slabs on grade including sand,vapor barrier and gravel beneath the slab on grade such as all sidewalks, driveway, curbs, ledges and ramps within the building footprint...Please clarify if there is any sidewalk, driveway within building footprint. Answer: There is no sand vapor barrier or gravel required below concrete slab on grade, both inside and outside parking structure. i. Question: Scope of work for the above referenced Trade #7, Items 12 and 22 indicated concrete contractor to coordinate sleeves furnished and installed by MEP contractors. Item 29 indicate concrete contractors to receive, offload, and set all embedded in CIP concrete. Answer: Sleeves set by MEP contractors embeds set by concrete contractor. j. Question: Please advise if shortening of calcs will be required by post tension company. Answer: Section 03382-page 5,Section 1.7.D1 requires sealed calculations for PT strands. Please comply with these specifications. k Question: Please advise if engineer stamp on PT drawings will be required. Answer: Section 03382-page 2, Section 1.4.B.6 indicates submittal of engineer who will sign and seal shop drawings. Please comply with these specifications. I. Question: Is there a raised concrete island located on the ground floor between Gridline 1 and 2 and A.3 and A.8? How thick? Please clarify. Answer: Construct curbs at entry exits per Detail 3 and Detail 4 on the grading/paving plan, Sheet 2. There is no a raised island at either side of the driveways. The driveways slope down below the floor elevation to meet the street elevation. There is a raised island at the future cashier's booth. This island is level and matches the floor elevation at the break line of the driveways on Grid 2. The leading edge of the south side of this island is above the driveway elevation. M. Question: Footing spoils to be stock piled or hauled off site? Answer: Hauled off site per Item #5, page 6 of Concrete & Reinforcing Scope of Work. n. Question: Water stops by masonry contractor. Answer: All water stops as shown on the drawings or specified are by the concrete contractor. However, there should not be any water stops. o. Question: Scope shows gravel base and visqueen but not indicated on plans. Answer: See Answer to G above. P. Question: Clarify sealer and hardeners if required. Answer: No sealer; no hardener. Base bid requires water cure on all slabs. q Question: Providing a water truck. Per job site meeting, it was discussed but undetermined. Answer: Provide a water truck throughout your trade operation. MISCELLANEOUS METALS - BID PACKAGE #10 a. Question: On drawing S2.2 at third level between Grids 3 and 4 on Gridline C, there is a section cut 8/S5.1 which is the cable barrier section. Please confirm that this detail referenced at this location is incorrect. Answer:The section referenced on Gridline C between Gridlines 3-4 should be 3/S5.2. b. Question: Detail 10/S7.2 is the veneer support angle. We cannot find where this detail is referenced on the plans. Can you locate? Does this occur only around the stair one and stair 2 towers at third level? Answer: Detail occurs at bottom of veneer shown on top level on A6.1, A6.2 and A6.3. Veneer size changed from four inch to two and one half inch. Change angle to L3 x 3x 1/4. C. Question: There are two different pipe guard details 5/S1.1 and 2/M1.0. Which detail shall be followed? Answer: Either one is acceptable as long as same detail used throughout the project. d. Question: On A1.0 at the west side of the project,there is a ramp and railing noted. Are these existing? Answer: No e. Question: There are two details for the cable rail attachments to the concrete columns. 8/S5.1 shows eye bolts drilled into the concrete and 9/S5.1 shows the use of angles. Which details are we to use? Answer: Eye bolts are required at intermediate columns. Detail 9/S5.1 illustrates end anchorage f. Question: The urns shown on the new drawings are aluminum and their design would be out of the realm of a structural and miscellaneous metals fabricator. Does the architect have a manufacturer or supplier of this item? Answer: No supplier provided. Miscellaneous metals trade contractor shall be responsible for fabricating and providing urns. SITE CONCRETE - BID PACKAGE #22 a. Question: Detail interlocking pavers with band detail: (a) horizontal dimension of concrete band 8 or 12 inches Answer: Band is 12 inches wide. b. Question: Do pavers require band where curbs and concrete building line abut? Answer: Band all edges, including where abutting other concrete. 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. MISCELLANEOUS METALS - BID PACKAGE #10: 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". D. METAL STUD FRAMING AND PLASTER - BID PACKAGE #13 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". E. SITE CONCRETE - BID PACKAGE #22 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". 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 Submittal: 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. J. Copy of sign in sheet from Mandatory Pre Bid Conference is attached for information only. K. 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 A CERTI*ATE OF INSURAN& ISSUE DATE(MM/DD/Yl') 7/22/2002 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO Aon Risk Services, Inc,of Southern California RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, 707 Wilshire Boulevard,Suite 6000 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Los Angeles,CA 90017 (213)630-3200 COMPANIES AFFORDING COVERAGE COMPANY A Steadfast Insurance Company(Zurich) " CODE SUB-CODE R Y INSURED LETTE 13 Hartford Fire Insurannce Company; INSURED Berger Bros., Inc COMPANY Fairmont Insurance Company OMPA C an p y Sang ;7 L" 154 North Aspan Ave. � -" Azusa, CA 91702 LETTER"Y D Royal Insurance Company of America COMPANY LETTER E �• COVERAGES THIS IS TO CERTIFY THAT 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, LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTVE POLICY EXPIRATION LIMITS GATE MM/DD DATE MI GENERAL LIABILITY / a GENERAL AGGREGATE,q rr� - - - SCp3887639-00 1/23/2002 _ 1,23/200., $ ?c0e0nu I_vI COMMERCIAL GENERAL LIABILITY Per Project Aggregate PRODUCTS-COMP/OPS AGGREGATE $ 2000000 ❑CLAIMS MADE ❑SIOCCURRENCE PERSONAL&ADVERTISING INJURY $ 1000000 �ONMENS&CONTRACTORS PROTECTIVE EACH OCCURRENCE $ 1000000 O Per Project General Aggregate FIRE DAMAGE(ANY ONE FIRE) $ 50000 MEDICAL EXPENSE(ANY ONE PERSON) $ 0 AUTOMOBILE LIABILITY 72UENUQ8495 1/23/2002 1/23/2003 O ANY AUTO GEL 1000000 ALL OWNED AUTOS II BODILY INJURY ILI�SCHEDULEDAUTOS (PER PERSON) ,l B I�HIRED AUTOS BODILY INJURY O NON OWNED AUTOS (PERACCIDENN GARAGE LIABILITY PROPERTY DAMAGE) EXCESS LIABILITY EACH AGGREGATE D PHA205591 10/1/2001 10/1/2002 nrr.EPRPNr.E ❑� UMBRELLA FORM $2,000,000 $2,000,000 ❑OTHER THAN UMBRELLA FORM C WORKERS'COMPENSATION 80068206 1/1/2002 1/1/2003 STATUTORY ❑�/ AND S 1000000 (EACH ACCIDENT) EMPLOYERS'LIABILITY $ 1000000 (DISEASE POLICY LIMIT) 1000000 (DISEASE EACH EMPLOYEE) OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESIRESTRICTIONSISPECIAL ITEMS Berger/3erger/45/3599 Re: Palm Springs Downtown Parking Structure; Palm Springs,CA Berger Bros Job No.02-0036. See attached Endrosement for Additional Insured CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Palm Springs EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVORTO MAIL 3200 Tahquits Canyon Way 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Palm Springs,CA 92262 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRF;ENTATIVE ACORD 25-5(3/88) �� "�� OACO D CORPORATION 1988 POLICY NUMBER: SCO 388763 CO ERCIAL GENERAL LIABILITY THIS ENDORSEMNTE CHANGES THE POLICY. PLEASE REF�D IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Name of Person or Organization: Berger/45/3599 City of Palm Springs Turner Construction Company Re: Palm Springs Downtown Parking Structure; Palm Springs,CA. Berger Bros.Job No.02-0036 (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 II) 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. Authorized Representative Date Carrier: Steadfast Insurance Company(Zurich) Named Insured: Berger Bros.,Inc Policy No.: SCO 3887639-00 Policy Term: 1/23/2002 to 1/23/2003 - - - ---�— -- -- -- --- - CG 20 10 11 85 Copyright,Insurance Services Office, Inc., 1984