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04532 - GUY EVANS DOWNTOWN PARKING STRUCT DOORS CP01-27-24
OOC N 2003-005301 01/03/2003 08:00A Fee:NC Page 1 of 1 Recorded in Official Records County of Riverside Cary L. Orso Assessor, County Clerk d Recorder IIE IIIIIIII 1111111111111111111111111111111111111111111 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: f, 1. The City of Palm Springs, California is a municipal corporation, organized and incorporated pursuant to e� i 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"day of November, 2002. 5, The name of the contractor(if named)for such work of improvement was: Guy Evans, 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 Protect No: Agreement No: (+C" Minute Order No: 7070 01-27 01-27-024 DATED: 12-tee-o z CITY OF PALM SPRING By: Executive Direct r-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 Cler this verification on behalf of said municipal corporation. City er Index No. Guy Evans Downtown Pkg Struct Doors AGREEMENT #4532 CH signed 7-10-02 AGREEMENT THIS AGREEMENT made this /-yiay of /,(,LQ_J in the year 2002, by and between the City of Palm Springs, a charter city, organic d and existing in the County of Riverside, under and by virtue of the laws of the State of California, hereinafter designated as the City, and Guy Evans, 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 Doors, Frames & Hardware City Project No. 01-27-24 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 Doors, Frames & Hardware Work for the Palm Springs Block 28 Parking Structure Project. ARTICLE 2 -- COMMENCEMENT AND COMPLETION The Work to be performed under this Contract shall commence on the date specified in the Notice to Proceed by the City, and the Work shall be fully completed within the time specified in the Notice to Proceed. The City and the Contractor recognize that time is of the essence of this Agreement, and that the City will suffer considerable financial loss if the Work is not completed within the time specified in said Notice to Proceed, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The damages suffered by the City would be extremely difficult or impractical to determine in the event of a Breach by the Contractor. Accordingly, the City and Contractor agree that the Contractor shall pay the amount provided below, as liquidated damages, for each calendar day that the Work is not completed in the time set forth above: $250.00 per day ARTICLE 3 -- CONTRACT PRICE The City shall pay the Contractor for the completion of the Work, in accordance with the Contract Documents, in current funds the Contract Price(s) named in the Contractor's Bid and Bid Schedule(s). ($4,606.00) 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 ATTEPT;._. a municipal corporation City Cie City Manager agreement ow/under$25,000 CGG/" Reviewed and approved by Procurement& Contracting APPR0iy7"© uyn`rr cn mAwAGE� Initials DateZ P.O:Number CONTRACTOR: Check one:_Individual_Partnership Lcorporation Corporations require two notarized signatures: One from each of the following: A. Chairman of Board•President,or any Vice President:AND B.Secretary,Assistant Secretary,Treasurer,Assistant Treasurer,or 9 V Fin@ as /ffce Signature(notarized) Signature (notarized) �- r��.. Name�_C, f C Lt I � %✓',� J�� Name: LLEr Title: �� ��D C J J Title: )'h olsl at) State of (� State of 0 A County of �(tilsiraQt°Cd�Ir�}ss County oof (/,.h,),G 6ss On before me, "aJ;� �.P.ti-�.Gh✓F`./°g:,(iC �S. ' EOn �°/ G' i before mega'/&4 4 personally appeared F'k.d..{ '.�,/a.'4 11� personally appeared personally known to rrie (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(/whose name(s) satisfactory evidence) to be the person*j whose name(pty is/are subscrNd to the within instrument and acknowledged �'d✓S'/are subscribed to the within instrument and acknowledged to me that e/sheFEhey executed the same in( /her/their to me tha�e/ske/tkrey executed the same in s/her/therr authorized capacity(i�g), and that by his'/heritheir signature authorized capacity(•les'), and that by is/her/theirsignaturgK- on the instrument the person); or the entity upon behalf on the instrument the person(*),.or e entity upon behalf of which the person Aacted,executed the instrument. which the person(sf acted,executed the instrument. WITNESS my hand and official seal. QJ vp , WITNESS my hand and official seal. /p �)D ��q 9 B _ Pl'^ �� o Notary g - �17 � � C t'a Ll. -��( ` 1 NotarySi natur/e: i- ,t/ ,-� ..mot.- t-F� NoYa Si nat re: t I i, ,, 1 ..� �--� Notary Seal l ,/ / Notary Seal: JANA LEE CORBEI! e. Ccmrnission# 1189334 JANA ISE CORBEIL z 4 � .r Notary Public-Califcmia > �•t ..-, Commission# 11843 z Riverside County ,�tj�s Notary Public-California M./Comm.Expi'2s Aug 5,2D02 v x �°,''y Riverside County MyComrr.F�n'_ Aug5,2002 xa�;� aSprings Downtown Parking Structure Project NO. 01-27 Bid Package #24 TRADE BID TRADE BID PACKAGE.# 24 TRADE DESCRIPTION Doors Frames and Hardware BID TO: CITY OF PALM SPRINGS, CALIFORNIA The undersigned Bidder proposes and agrees, if this Bid is accepted,to enter into an Agreement with the City of Palm Springs in the farm included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in said Contract Documents entitled, TRADE BID FOR, PALM SPRINGS DOWNTOWN PARKING STRUCTURE PROJECT NO.01-27 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and Permits required by the Contract Documents Bidder has examined copies of all the Contract Documents including the following Addenda (receipt of which is hereby acknowledgedl: Number Addendum 1 Date June 3, 2002 Number_&ddEn,d_uirL 2 Date June 10, 2002 Number Addendum 3 Date June 13, 2002 Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, the site, the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as Bidder deems necessary. In conformance with current statutory requirements of California Labor Code Section 1860, et seq.,the undersigned confirm the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self Insurance in accordance with the provisions before commencing the performance of the Work of this Contract. To all the foregoing, and including all Bid schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, and Bid Bond contained in these Bid Forms, said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Pncels) named in the aforementioned Bidding Schedule(s) Date C �pl�u7�F Bidder Guy Evan �' nc.'`. Byi�— Title.. y H. Evans, President TRADE BID TRADE BID FORMS - 2 Palerings Downtown Parking stru ure Project NO. 01-27 Bid Package #24 TRADE BID SCHEDULE Lump Sum Price for Construction of The Palm Springs Downtown Parking Structure Project No. 01-27 in the City of Palm Springs, California TRADE BID PACKAGE NO.: 24 TRADE BID PACKAGE DESCRIPTION: Doors, Frames and Hardware TOTAL BID PRICE - (INCLUDING PERFORMANCE AND PAYMENT BOND PREMIUM) - $ 4,606.00 Price in figures Four thousand six hundred six dollars-------------------------- P,,,-,n wurds --------------------------------------------------------------------------- Price in words BIDDER: Guy Eve-,-- nc. Signature TITLE p„y H. Evans, President DATE: (���1� � l— City of Palm Springs TRADE BID SCHEDULE - LUMP SUM PRICE TRADE BID FORMS - 3 • Palmrjrings Downtown Parking Strusre Project NO. 01-27 Bid Package #24 INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100, et, seq., of the Public Contract Code, the Bidder shall list below the names and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, and shall also list the portion of the Work which will be done by such subcontractor. After the opening of bids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words "and/or" will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor Percent License Of Total Work to be Performed Number Contract Subcontractor's Name & address 1 . N/A 2. 3. 4. 5. 6. 7. S. City of Palm Springs LIST OF SUBCONTRACTORS TRADE BID FORMS - 4 Pal rings Downtown Parking Stru pure Project NO. 01-27 Bid Package #24 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY OFFEROR AND SUBMITTED WITH PROPOSAL State of California ) ss. County of Riverside I I, Guy H. Evans , being first duly sworn, deposes and says that he or she is President of Guy Evans, Toe. the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. BIDDER Guy Evans Inc BY TITLE GllV--iY. Evans President ORGANIZATION ADDRESS 72-009 Metroplex Drive Thousand Palms CA. 92276 SUBSCRIBED AND SWORN TO BEFORE ME THIS 11 DAY OF (i /� JANA LEE CORBEIL ai, . t� �, ,� p e�q Commission# 1169334 z N� ARY PUBLIC IN AND FOR SAID z A<A NotoryPublic-Colifomia i Rivotside County UNTY AND STATE UNCornm.CxKhesAug5,22 MY COMMISSION EXPIRES: City of Palm Springs NON-COLLUSION AFFIDAVIT TRADE BID FORMS - 5 • Pal prings Downtown Parking Str ure Project NO. 01-27 Bid Packaage #24 BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure to complete Item Nos. 1. 3, and 8 %sill cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder's General Information(i.e. Items 1 through 9, inclusive) is provided to the City. I. BIDDER/CONTRACTOR'S name and street address. Guy Evans, Inc. 72-009 Metroplex Drive Thousand Palms, CA. 92276 Eugene S. Vorwaller Name of Licensee, Riv10', or RIME` MO ' 2 CONTRACTOR'S telephone number ( 760 ) 343-1299 3 CONTRACTOR'S license: Primary Classification B State License Number 397603 Expiration Date 1/31/03 Supplemental license classifications: N/A Name of licensee and R2vI01 or ILNIE', if different from line (1), above RMO Guy Evans Inc 4. Name of person who inspected the site of the proposed Work for the Bidder Name: N/A Date of inspection: N/A 5. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety N/A Address Surety Company Agent N/A Telephone Numbers' Agent ( ) N/A Surety ( ) N/A Responsible Management Officer Responsible Management Employee BIDDERS GENERAL INFORMATION City of Palm Springs BID TRADE FORMS - 7 Palir�rings Downtown Parking Stru re Project NO. 01-27 Bid Package #24 BIDDER'S GENERAL INFORMATION (Continued) 6. ATTACH TO THIS BID the experience resume of the person who will be designated as General Construction Superintendent or on-sire Construction Manager for the Contractor. 7. ATTACH TO THIS BID a financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of Contractor's current financial condition. 8. ATTACH TO THIS BID a list of 3 projects completed as of recent date involving work of similar type and comple ury, listing the following data for each project: (I) Project Name Agua Caliente Casino Contract Price $115,458.00 Name, Address, and Telephone Number of Owner's Project Representative Roel Construction 78-401 HWY 111 Suite "S" La Quinta, CA. 92253 (760) 564-0322 FAX (760) 564-7830 Contact: Rob Cruden (2) Project Name Marriott Shadow Ridge Villas Phase I & II Contract Price $1,716,669.00 Name, Address, and Telephone Number of Owner's Project Representative Sundt Construction 4375 Jutland Drive Suite 200 San Diego, CA. 92117 (858) 490-6800 FAX (858) 490-6818 Contact: Jim Hughes (3) Project Name Qualcomm Stadium Contract Price $11,931.00 Name, Address, and Telephone Number of Owner's Project Representative Sundt Construction 4375 Jutland Drive Suite 200 San Diego, CA. 92117 (858) 490-6800 FAX (858) 490-6831 Contact: Ken Iacuaniello BIDDERS GENERAL INFORMATION City of Palm Springs BID TRADE FORMS - 8 Palm rings Downtown Parking StruW.re Project NO. 01-27 Bid Package #24 WORKER'S COMPENSATION CERTIFICATE (AS REQUIRED BY SECTION 1861 OF THE CALIFORNIA LABOR CODE) I am a,.�are of the provisions of Section 3700 of the Labor Code which requires every employer to be insured aoains:liability for worker's compensation or to undertake self-insurance to accordance with the provisions of that ecde, and I will comply with such provisions before commencing the performance of the work of this contract. Contractor: Guy Evans, Inc. Bv:_ Title: Guy_H. Evans, President City of Palm Springs WORKER'S COMP CERTIFICATE AGREEMENT & BONDS - 3 CITY OF PALM SPRINGS 3200 EAST TAHQUITZ CANYON WAY PALM SPRINGS, CA. 92262 DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 1-27 NOTICE TO TRADE CONTRACTORS Bids for the Following Trades: Landscape and Irrigation (Bid #5); Asphalt and Paving (Bid #6); Waterproofing (Bid #11) Glass and_Glaz_ing (Bid. #12); Painting (Bid #14); Parking Control Equipment (Bid #15); Signage (Bid #1B); and HVAC (Bid #18); Concrete Pavers (Bid #23); and Doors, Frames & Hardware (Bid #24) ADDENDA Nos. 1 and 2 ADDENDUM #1 Addendum#1 "not utilized", see Addendum #2 below. ADDENDUM #2- The Notice Inviting Bids advertised June 3rd, 2002 in the Desert Sun for the above listed trade contracts is hereby amended by order of the City of Palm Springs. The following revisions and\or additions to the Plans and Specifications for the Block 28 Palm Springs Project (Walker Project Number: 37-7296.00) are to be included in the original Drawings and Specifications. This Addendum shall take precedence over anything contrary on the previously issued Drawings and Specifications and shall be referred to hereinafter as part of the Contract Documents. Bidders shall acknowledge receipt of this all addenda in the Bid Form. BY ORDER OF THE CITY OF PALM SPRINGS By ^ . HAROLD E. GOOD, CPPO Director of Procurement & Contracting < f Date: June 10, 2002 �; WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 Page 2 of 2 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 PROJECT NAME: Block 28 Palm Springs ADDENDUM #002, WALKER Project Number: 37-7296.00 DATE: June 10, 2002 The following revisions and\or additions to the Plans and Specifications are to be included in the original Drawings and Specifications. This Addendum shall take precedence over anything contrary on the previously issued Drawings and Specifications and shall be referred to hereinafter as part of the Contract Documents Bidders shall acknowledge receipt of this addendum in the Bid Form. 1. DRAWINGS: 1.1. COVER SHEET 1.1.1. Revise Sheet index as follows: A. Added Civil sheet" Dimension Control Plan", sheet 1 of 1. B. Revised Civil sheet title to " Water Plan —275 Indian Canyon Drive', sheet 1 of 1. C. Added Architectural sheet"A4.4 Wall Section 'H"' D. Revised Architectural sheet name to "A4.3 Wall Sections 'G, G.1 & G.2' 1.1.2. Added note "The following items are deferred.,." 1.2. CIVIL 1.2.1 GRADING PLAN A. Sheet 1 1. Revise general note. 2. Revise construction note and quantities, add items 21 & 22. 3. Add paver detail, including manufacturer, color, thickness and band color. B. Sheet 2 1. Revise construction note, add items 21& 22. 2. Revise details 1, 2, 3 &4. 3. Revise drain line location for trash enclosure. 4. Revise sections "DID" & "EE". 5. Delete paver detail from sheet (added to sheet 1). 6. Add sand/oil separator drain line, item 22. 1.2.2 STREET PLAN A. Sheet 1 1. Revise general note. 2. Revise construction note and quantities, add items 16, 17, 18 & 19. B. Sheet 2 1. Add construction notes 16, 17, 18 & 19 and note on plan. 2. Add line data box. 3. Revise call out on plans. Page 3 of 3 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.2.3 WATER PLAN A. Revise construction notes. B. Revise " note" C. Add restricted joint note. D. Add 2" top outlets. E. Add typical section. F. Add thrust protection note. G. Revise various call out on plan. 1.2.4. ADD NEW SHEET "DIMENSION CONTROL PLAN", SHEET ONE OF ONE. 1.3. LANDSCAPE 1.3.1. L-1. PLANTING PLAN A. Add 3/8" Minus Desert Gold Decomposed Granite 2" depth in all planters. B. Add (1) Hibiscus Rosa-Sinensis 15-Gal tree form. C. Add (2) Ficus Repens 5-Gal espalier. D. Add (12) Pittosporum 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. I. Add (12) Lantana 'New Gold' 1-Gal. J. Removed (10) Callistemon 'Little John' 5-Gal. K. Removed (1) Strelitzia Nicolai 24"-Box. L. Removed (6) Strelitzia Reginae 15-Gal. 1.3.2. L-2. IRRIGATION PLAN A. Replaced 100-ASVF Electric Control Valve with a FEB Valve and added a XCZ-100-Com Drip Valve Assembly. B. Changed Stream Bubblers to a Xeri-Bubbler SXB-360-1032 (1) per plant. C. Add Xeri-Sprays for Annual Color area at entry. 1.3.3. LD-1. PLANTING DETAILS A. Add note on Detail 'A' (Tree planting detail): 6" Watering Berm to be removed prior to Decomposed Granite installation. B. Add Deep Root Barrier. Page 4 of 4 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.3.4 LD-1. IRRIGATION DETAILS A. Revised Detail `B', the Remote Control Valve Detail. B. Add Drip Valve Detail, Shrub Spray Head and Flush Cap Detail. 1.4 ARCHITECTURAL 1.4.1. A0.1 —ABBREVIATIONS & CODE SUMMARY A. Code Summary 1. Revised "Allowable Gross Area = 337,500 S.F." from 500,000 S.F. B. Code Summary-Openness Calculation 1. Added "Area" and "% Open" column" C. Car Tabulation 1. Deleted "...and Building Area"from title 2. Updated Ground Level tabulation as follows - Standard 70; Compact 21; Handicap 10; Total 101. This results in a loss of 3 stalls with the Grand Total as follows -Standard 306; Compact 56; Handicap 10*; Total 372. 3. Added note "* 8 total handicap required (1 of the 8 must be van accessible). With the 10 provided 2 of the 10 must be van accessible. 4. Updated Efficiency to 329 S.F./Stall 1.4.2 A1.0—ARCHITECTURAL SITE PLAN A. Added dimensions for locating the parking structure measured from property lines. B. Rearranged parking layout @ ground floor. C. Defined all property lines. D. Labeled existing off-site buildings as existing structures. E. Added clarification detail and 2" gap note to trash area details. F. Added 4" dimension to the concrete curb @ trash area. G. Added H.C. route of travel. H. Deleted miscellaneous symbols not necessary to plan. 1.4.3 A1.1 —GROUND LEVEL PLAN A. Deleted Handicap stalls and signs along Grid 17.7 between A.3 & B and replaced them with (4) 9'-0" standard stalls B. Converted standard stall to a Handicap stall and added a sign to the north side of Grid 3/A. I. Deleted 4 standard stalls between Grid 1 & 2 between B & B.7 and replaced them with 3 Handicap stalls and a walkway in front of them. Signs were also added for each Handicap stall. J. Added additional dimensions to striping for clarification and reconfiguration of striping, F. Added 4'-0" opening to the south side of Grid 3/A. G. Added 4'-0" opening to the east side of Grid 1/B. H. Revised elevation at 1/B to 99.75' I. Revised elevation at the south side of 3/A to be 99.83' Page 5 of 5 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 J. Dimensioned Northwest Entry opening. K. Added note along Grid B "See structural drawings for railing information" 1.4.4 A1.2 —SECOND LEVEL PLAN A. Added note along Grid B "See structural drawings for railing information" B. Added additional dimensions to striping for clarification. 1.4.5 A1.3—THIRD & TOP LEVEL PLAN A. 1/A1.3—Third Level Plan 1. Added an "X" on the plan to designate the location of the shade structure base with a note "X = Location of Shade Structures, Re: Arch." Location shade bases are as follows: 1/13.3, 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 Page 6 of 6 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 moved G/A4.3 wall section reference to the North. I. South elevation: relocated reference #8 to the shade structure. J. South elevation: removed veneer from masonry wall and revised wall to a stacked bond split face with raked joint @ 16" x 16" module. K. Added fry reglet and note on second level of West elevation "future cut dut" 6'- 0" from column line. L. Revised H1/A4.3 wall section reference to G2/A4.3. M. South elevation: revised trash area running bond masonry to stacked bond split face with 16" x 16" raked joints module. L. West elevation: revised running bond masonry to stacked bond split face with 16" x 16" raked joints module. 1.4.8 A3.1 — Building Section A. 1/A3.1 —Sect. Along Grid B-West B. Added 7'-0" Min. & 8'-2" Min. dimensions. 1.4.9 A4.1, A4.2, A4.3 &A4.4—WALL SECTIONS: A. Added note indicating upturned beam— "see structural where occurs." B. Revised 3 5/8" steel studs to 4" steel studs. C. Added pre-cast concrete cap to return to columns. D. Added floor level call outs. E. Added horizontal dimension at stud framing. F. Indicated urn brackets fastening to columns. G. Revised 1 V-6" dimension from ground floor to level two to 1 V-4" on sections where indicated. H. Added note "see structural for separation at masonry wall to underside of level two slab @ section A/A4.1. I. Deleted guardrail note and condition @ C/A4.1. J. Revised C.I.P. concrete ledge to slope at A/A4.1 and indicated return of concrete ledge to column. K. Revised section D/A4.2: moved masonry wall to center of column per structural and deleted veneer. Also noted separation at top of wall to beneath level three slab. L. Section F/A4.2: added note at top level regarding C.I.P. where occurs, and noted various concrete drive and guardrail conditions at ground level. M. Section E/A4.2: deleted CMU veneer. And added note that CMU is stacked bond, split face with raked joints 16" x 16" module. Called out structural beam where occurs. N. Section H/A4.3: revised to read G.2/A4.3. O. Added note: "provide ''/z' 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. 0. Section H/A4.3: added note to parapet C.I.P. at South end. R. Sections H/A4.3 and H1/A4.3 second floor level: added open cell block and C.I.P. concrete cap. Page 7 of 7 Addendum#2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.4.10 A6.1 STAIR/ELEVATOR NO. 1 - PLANS/SECTIONS A. Exterior masonry walls are to be stacked bond, split face with joints raked at 16" x 16" module. B. Plans: adjusted CMU filler walls under stair at level one to match structural. Also adjusted stud framing at level two and three to match structural. C. Plans: adjusted riser count to conform with plan. D. Level three plan: revised masonry guardrail to a metal railing. Showed veneer above dashed. E. Section A: elevator tower roof revised to concrete per structural drawings. Also revised slab to masonry wall juncture. Added ladder as shown on plan. F. Section B: revised CMU guardrail to a metal guardrail. G. Section C: added intermediate supports to stair handrail. Relocated CMU wall under lower landing to conform with structural. Deleted veneer at reference „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. Page 8 of 8 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.4.14 A6.5 ARCHITECTURAL DETAILS: A. Revised detail "N" showing support angle at bottom of veneer. B. Added intermediate support to stair railing at detail "J". C. Added anchorage of handrail to slab at detail "A". D. Added anchorage of elevator pit ladder to wall at detail "P". E. Added notes to detail "L". F. Added anchorage of handrail to wall at detail "F". G. Revised note to reference light fixture to electrical drawings at detail "C". 1.4.15 A6.6 ARCHITECTUAL DETAILS: A. Added bollard detail. B. Changed name "mechanical"to "machine" at detail "A". C. Revise note CMU to read CMU/concrete similar at detail "B". 1.4.16 A10.1 —SIGN SCHEDULE & COMPONENTS A. Sign Schedule B. Revised Remark 1) for Sign Mark S6 to Read 1) Mount Per Detail 8/A10.2 Along Grid 1.3 & 17.7" 1.4.17 A10.3— ENTRY/EXIT PLANS &STRIPING DETAILS A. 1/A10.3 — Northeast Exit 1. Adjusted 4'-0" Min. dimension from the back of the automatic gate to the center of the column to the face of the column. i. Labeled Bollards ii. Added curb to each side of drive aisle 2. Added note to "Paint Curb Yellow" 3. Added autogate in current construction versus future. B. 2/A10.3—South Entry/Exit 1. Labeled Bollards 2. Added curb to each side of drive aisle 3. Added note to "Paint Curb Yellow" C. 3/A10.3 — Northwest Entry 1. Revised title to read correctly"Northwest Entry" 2. Labeled Bollards 3. Revised all Grid designations 1.5 Structural 1.5.1 S0.1 —General Notes (Pour Sequence) A. General Notes Page 9 of 9 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Deleted part C (Fire ratings...) from section I, D became C and E became D. 2. Added number 2, Part A, Section IV "Stack bond, split face, compressive strength of masonry, f'm = 1900psi." The previous 2 became note 3. 3. Added "9. Chord steel and jamb steel 60,000 A706" to part B section III. 4. Inserted Attachments into Section Vi, Miscellaneous becomes VII and VII becomes VI II. 5. Added "Expansion Anchors in C.I.P. Concrete", "x Installation of expansion anchors per ICBO Evaluation reports as follows: ER-5369: HVA Adhesive Anchor System", and "ER-5193: HY-150 Adhesive Anchor System" to Inspection Requirement table section VIII. 6. Revised Section VIII to read "Testing & Inspection Notes (Structural Inspection Program)" 7, Revised Part A, Section VIII to read "...and the building official. Special Inspector shall review construction to be conformance with these documents. Test and inspection reports shall be submitted to the structural engineer and the building official." 8. Added note "Also see letter dated April 17, 2002 'Addendum to Geotechnical Report ' " to the end of Part A, Section II. 9. Added a new paragraph to the end of Part A, Section II "The following notes are only a summary of the design parameters used in design of this structure. Walker Parking Consultants assumes no responsibility for the information contained in the soils report." 10. Revised number 1, Part E, Section II to read "Recompaction of soil, 24" below foundations in strips along column lines extending 24" beyond foundations. Bottom of excavation shall be recompacted to 90% for 18". See soil..." B. 3/S0.1 —Vertical Construction Joint in Wall 1. Revised note to read " 6" wide asphalt... ...footing to grade @ soil only. C. 4/50.1 —Vertical Control Joint in Wall 1. Revised note to read " 6"wide asphalt... ...footing to grade @ soil only. 1.5.2. S0.2 —Structural Schedule & Details A. 2/S0.2— Edge of Slab Detail 1. Revised note to read "Conc. drive slab (to street) w/mesh, see civil" B. 4/S0.2 — Pipe @ Concrete Footing/Wall Detail 1. Eliminated erroneous dimensions C. 6/S0.2— CMU Top of Wall Connection 1. Added detail to sheet D. 10/S0.2 —Wall Control Joint Detail 1. Revised note to read " 6" Damproofing board..." 2. Revised note to read "Damproofing req'd @ exterior soil retaining condition only. E. 11/S0.2—Wall Expansion Joint Detail 1. Revised note to read " 6" Damproofing board..." 2. Revised note to read "Damproofing req'd @ exterior soil condition only. Page 10 of 10 Addendum#2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.5.3. S1.1 - Foundation & Ground Level Plan A. Added note 14 to sheet notes to read "14. See S6.1 for shear walls". B. 1/S1.1 - Ground Level Plan 1. Revised title to read "Foundation & Ground Level Plan" 2. Stair/Elevator#2 callout changed from 4/S7.1 to 5/S7.1 3. Added section mark 5/S0.2 at Grid B/15 4. Added section mark 1/50.1 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 8/S1/2 at Grid 3/A 9. Revised note for section mark 7/S1.2 along Grid B between 6 & 7 to read 'W-0" north of Grid 4 to 8 for ftg." C. Footing Schedule 1. Deleted Footing Marks "FY & '74" (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 @ 9A" 3. Revised #5 @ 8" O.C. to "#5 @ 24" O.C. in grouted cells" 4. Revised 8" C.M.U. wall to 6" C.M.U. Page 11 of 11 Addendum#2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1.5.5. SU - Foundation Details A. 6/S1.3 - Footing Elevation 1. Revised "Mechanical Room" to "Machine Room" 1.5.6 51.4- Foundation Column Details A. 5/S1.4 - Column/C.M.U. Detail 1. Revised 2 '/d" dimension to read "21/d' 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/S5.1 at Grid B.7 between 1 & 2, and 5A/S5.1 at Grid 1 between A.8 & B. B. Slab Reinforcement Schedule 1. Mark A/ Remarks: Added "Typ. Grids A to C @ all beams, U.N.O." 2. Mark C/ Remarks: Added "Place full length of girders" 3. Mark D / Remarks: Added "Typ. @ end spans at shear walls, hook bars into far face." 4. Mark E / Remarks: Added "@ reentrant corners" 5. Mark G / Remarks: Revised to "T&B @ shear walls line 5" 6. Mark J / Remarks: Added "Typ. Grids A to C" C. 2/S2.1 -Column/C.M.U. Detail Page 12 of 12 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Adjusted dimensions to be 8" from CMU to face of column and 11" to face of column. D. 3/S2.1 - Column/C.M.U. Detail 1. Revised 2 3/4" dimension to read "2 3/d' Veneer" 2. Revised 1" Gap dimension to read " 1" Setting Bed" 3. Added "Fry reglet channel screed, typ." note and graphical representation where the CMU meets the stud. E. 5/S2.1 - Column/C.M.U. Detail 1. Centered 8" CMU wall on Grid 1 so dimensions read 4" and 4" 2. Revised 10" C.I.P. wall to be " 11" C.I.P. Beam" located flush with outside face of column 1.5.8. S2.2-Third &Top Level Plan A. 1/S2.2-Third Level Plan 1. Added slab reinforcement and marks "F" & "L" to pourstrip between grid 12 & 13/B.7 2. Revised chord steel that runs on each side of Grid B from 5 to 16 to run from 4 to 15, extending 10'-0" past grid 15 towards 16 and past Grid 4 towards 3. The note between Grid 13 & 14 along B is also revised to read 10 #7 Cont. Chord Steel 4 to 15". The note between Grid 5 & 6 along B is also revised to read "4 #7 Cont. Chord Steel 4 to 15". The second arrow pointing across Grid B was also deleted and replaced with a note that reads "10#7 Cont. Chord Steel 4 to 15" 3. Revised section cut at Grid 9/C from 13/S5.2 to 2/S5.2 4. Revised section cut at Grid 3/C from 8/S5.1 to 3/S5.2 and revised note to read "...Re. Arch. A1.3 for locations." 5. Stair/Elevator#2 callout changed from 6/S7.1 to 7/S7.1 6. Added note at an area 5'-0" to the south of Grid 8, 5'-0" to the north of Grid 10, and 10'-0" to the west of Grid C to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top" 7. Added note at an area 5'-0" to the south of Grid 9, 5'-0" to the north of Grid 10, and 10"-0" to the east and west of Grid B to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top" 8. Added note at an area 5'-0" to the south of Grid 7 to Grid 9, and 10'-0" east of Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" clr, from top". B. 2/S2.2-Top Level Plan 1. Change beam type @ grid 16 from B4 to B8 2. Added note at an area from Grid 8 to 9, and 10'-0" east of Grid A to receive "WWF 6x6xW2.9xW2.9 @ 1" clr. from top". 3. Added 2'-0" bumper wall with strands above from Grid 15 to 17.7 along B 4. Added note to Section mark 12/S5.1 at 16/B to read "From 15 to 17.7" C. 4/S2.2 - Column/C.M.U. Detail 1. Added note to designate "Edge of Slab" 2. Changed 8" C.I.P. Wall to " 8" C.M.U. Wall" 1.5.9. S3.1 - P/T Column Schedule and Details Page 13 of 13 Addendum#2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 A. C.I.P. Column Schedule 1. Added note "See note 3, typ." To C1 column plan 2. Revised Column Note 1 to read 1. Provide ties and cross ties, #4@4"O.C. max. -full ht. u.n.o." 3. Added Column Note 3 to read "3. Conservative cross ties engaging the same longitudinal bar shall have their 90-deg hooks on opposite sides of the column" B. 5/S3.1 - Exterior Beam/Column Detail 1. Added note "Light pole connection per manuf., where occurs" 2. Revised 3'-0" dimension to read "Re: Arch" C. Sheet Notes: 1. Added "Do not weld splice column bars."to the end of Note 5 2. Added Note 7 to read "Column reinf. Shall be ASTM A706. A615 billet steel will be allowed provided mill test Fy does not exceed 75KSI." 1.5.10. S3.3- PR Beam Schedule & Details A. P/T Concrete Beam & Girder Schedule 1. Revised Mark 1311 & 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 %° 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 '/2" 4. Adjusted top of column to be 3'-6" C. 3/S5.1 - Exterior Bumper Wall Detail 1. Adjusted wall height to 3'-4" 2. Adjusted cap to 3 '/z" D. 4/S5.1 -Wall Section 1. Deleted V-0" dimension for the Rubatex E. 5/S5.1 -Wall Section 1. Revised 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 3/4" Page 14 of 14 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 3. Revised cable stress from 3.00 KIP to 2.00KIP 4. Added weld symbol for the attachment of the anchor bars to the embedded plate 5. Added note "3. Fully seat end anchorages" H. 10/S5.1 - Cable Anchor 1. Added weld symbol for the connection of the two angles. I. 12/S5.1 - C.I.P. Pillar @ Grid B-16 1. Revised detail to show a 8" C.M.U. wall 2'-O" 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 '/4" Veneer" below studs C. 3/S5.2-Canopy Base Plate 1. Added note below title "See Sheet A1.3 for Locations" D. 5/S5.2-Wall Section 1. Moved TS, Rod, and Channel to be centered on column. 2. Revised MC12 to a MC 10x8.4 E. 6/S5.2-Wall Section @ Stair#4 1. Added beam below edge of slab and note "Beam at end of opening only" F. 7/S5.2- Pipe Bollard @ Slab 1. Added note "Railing as applicable, Re: Arch." 1.5.13 S6.1 Shearwall Elevations and Details A. 1/S6.1 -Typical Shearwall Elevation 1. Revised note 4 to read "Mechanical couplers shall be type II couplers capable of developing 167% of yield strength of bar in tension. Stagger couplers by 2'-0". The contractor however has the option of providing lap splices at mid-height of the pilaster. Lap splices shall be shown in column "E" of the lap and anchorage schedule. Lap splices are not permitted between the ground level and second level." B. Shearwall Reinforcement Schedule 1. Deleted construction joint and note from pilaster plan "Type C" 1.5.14 S7.1 -Stair/Elevator#1  Plans & Details A. 1/57.1 - Stair/Elev. #1 - Foundation/Ground Level Plan 1. Revised configuration of wall along Grid C and labeled it 6" C.M.U. Wall 2. Added a graphical representation of vertical rebar in the back of the machine room wall 3. Moved section mark 9/S1.2 closer to Grid 17 and added a new section mark in its place, 9A/S1.2 B. 2/S7.1 - Stair/Elev#1 -Second Level Plan Page 15 of 15 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 1. Modified back of machine room wall to correct location C. 3/57.1 - Stair/Elev#1 -Third Level Plan 1. Added note "L 4x4x3/8x2'-0" Ig. w/ (4) 1/4" dia. Exp. Anchors to column. Weld channel to seat angle (1/4" x 3" Ig.)" and graphical representation to the inside face of column @ Grid 17.7/C. D. 4/S7.1 - Elevator#1, #2, & #3 Roof Section 1. Revised 4" veneer to be "2 3/" 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. 7/37.1 - Stair/Elev. #2-Third Level Plan 1. Added note "L 4x4x3/8x2'-0" Ig. w/ (4) 3/" dia. Exp. Anchors to column. Weld channel to seat angle (1/4" x 3" Ig.)" and graphical representation to the north face of column @ Grid 1/A. 2. Added section mark 5/S5.2 along Grid 1 3. Added section mark 6/S7.2 at the stair landing. 4. Added detail reference to note "2 '/z" expansion joint, see 10/S7.1" H. 8/S7.1 - Elevator @ Typical Floor 1. Added sill plate and note to top of door sill. Note to read "Sill PI by Elev. Manuf." 2. Revised title callout from 2/S7.3 to 8/S7.1 3. Revised note to read "Wall reinf. Re" 1/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 Page 16 of 16 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 D. 7/S7.2 — Stair Detail 1. Added handrail to top of stair stinger with note "Handrail, See Arch" 2. Added 3116 fillet weld symbol for attachment of pipe to stringer E. 9/S7.2—Stair Detail 1. Revised note to read "L4x4x1/4"x0'6" 2. Added weld symbol for attachment of angle to embedded plate and stair stinger F. 10/S7.2— Section @ Stairs 1. Revised 4"veneer to 2 3/4" veneer G. 15/S7.2— C.I.P./C.M.U. Wall Detail 1. Revised rebar callout above door opening to be#5 @ 24" instead of 18" 1.6 MECHANICAL 1.6.1 M.1.0 MECHANICAL LEGEND AND SCHEDULES A. The sand oil interceptor specified has changed to a different type. This change was made to comply with EPA requirements to remove all oils and grease in excess of 10 parts per million before it enters storm water system. The equipment schedule and oil/sand detail have been changed to reflect this change. 1.6.2 M.1.1. GROUND LEVEL MECHANICAL PLAN A. The horizontal storm pipe that slopes down from column line 15 to sump pump was changed from 6" to 4". B. The horizontal storm pipe that goes from column line 3 to 8" riser at column 4 should be 12". C. The footprint of interceptor has changed. 1.6.3 M.1.2. SECOND LEVEL MECHANICAL PLAN A. The horizontal storm pipe size has been added to the drawing. This is the pipe that slopes down from column line 15 to 4. The pipe size is 8". 1.7 ELECTRICAL 1.7.1 E0.0 ELECTRICAL LEGEND A. General notes have been added to clarify contractor requirements that are in the specifications, but are important enough to state a second time on the drawings. B. Type "N" light fixture and lighting note 5 have been added to reflect the addition of the street pole light fixtures shown on sheet E1.1. C. Compactor requirement note has been added to clarify the importance of field coordination with the manufacturer due to unknown information. 1.7.2 E.1.1 GROUND LEVELELECTRICAL PLAN Page 17 of 17 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12, 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 A. Street pole light fixtures and their associated homerun conduits have been added to the ground floor electrical plan. B. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuits LP1-19, LP1-23, LP2-3, LP2-11, and LP2-30. C. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #6 AWG for circuit LP2-26. D. The transformer location moved from the back alley to the north-west corner of the building and will now be pad mounted above ground. E. The north-east ticket gate, scheduled to be installed in the future, will be installed now. 1.7.3 E.1.2 2"D LEVEL ELECTRICAL PLAN A. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuits LP2-15, LP2-17, LP2-18, and LP2-23. 1.7.4 E.1.3 3RD LEVEL ELECTRICAL PLAN A. Roof level holiday receptacles and their associated homerun conduits have been added. B. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuits LP2-31 and LP2-35. 1.7.5. E.1.4 ROOF LEVEL ELECTRICAL PLAN A. Roof level holiday receptacles and their associated homerun conduits have been added. B. Voltage drop calculations have been performed, and wire size has been revised from #10 AWG to #8 AWG for circuit LP2-10. 1.7.6. E.2.1 ELECTRICAL DETAILS A. Fixture type "A" mounting detail has been added to clarify installation difficulties. B. Fixture type "N" pole base detail has been added to clarify installation difficulties. C. Fire alarm notes 5 and 6 have been added to clarify elevator heat sensor control and location. D. The photocell control wiring has been revised as shown. E. A fourth 8 pole contactor has been added to control the street pole light fixtures. F. A fifth 6 pole contactor and time clock has been added to control the holiday receptacles. 1.7.7. E.2.2 PANEL SCHEDULES A. Panel 'LP1' has been revised to reflect the addition of the street pole receptacles and the roof level holiday receptacles. B. Panel 'LP2' has been revised to reflect the addition of the street pole light fixtures. C. The 1 st level north-east corner ticket gate will be installed now. This change is shown on the panel schedule for panel 'LP3', D. The electrical load summary has been revised to reflect the load changes to the panels. Page 18 of 18 Addendum #2 WALKER PARKING CONSULTANTS\ENGINEERS June 12 2002 5350 S. Roslyn St., Ste 220, Greenwood Village, 80111 303\694-6622 2. SPECIFICATIONS A. SECTION 02810 - UNDERGROUND IRRIGATION page 02810-12 M. Irrigation Controller: Shall be as designated on plans. Delete all references to Maxicom computerized system. N. 1. Control valves: Shall be as designated on plan. Delete reference to superior 950 globe valves. B. SECTION 02955 - FINISH GRADING AND ROCKERY INSTALLATION page 02955-3 E. DECOMPOSED GRANITE: 1. Particle size shall read 318" C. SECTION 02970— LANDCAPE MAINTENANCE page 02970-2 2.1 MATERIALS A. Replacement of Unacceptable Material: 1. Delete reference to "School District." END OF TEXT FOR ADDENDUM NUMBER 002 Page 19 of 19 Addendum #2 CITY OF PALM SPRINGS, CALIFORNIA 3200 E. TAHQUITZ CANYON WAY PALM SPRINGS, CALIFORNIA 92262 NOTICE TO TRADE CONTRACTORS INVITING BIDS FOR CONSTRUCTING THE PALMS SPRINGS DOWNTOWN PARKING STRUCTURE CITY PROJECT NO. 01-27 Bids for the Following Trades: Landscape and Irrigation (Bid #5); Asphalt and Paving (Bid #6); Waterproofing (Bid #11); Glass and Glazing (Bid #12); Painting (Bid #14); Parking Control Equipment (Bid #15); Signage (Bid #16); and HVAC (Bid #18); Concrete Pavers (Bid #23); and Doors, Frames & Hardware (Bid #24) ADDENDUM NO. 3 A. THE FOLLOWING REVISIONS AND/OR ADDITIONS TO THE PLANS AND SPECIFICATIONS ARE TO BE INCLUDED IN THE ORIGINAL DRAWINGS AND SPECIFICATIONS. THIS ADDENDUM SHALL TAKE PRECEDENCE OVER ANYTHING CONTRARY ON THE PREVIOUSLY ISSUED DRAWINGS AND SPECIFICATIONS AND SHALL BE REFERRED TO HEREINAFTER AS PART OF THE CONTRACT DOCUMENTS. 1. On drawing MIA, the sand-oil interceptor shown East of the SE corner of the parking structure, should be relocated to the vicinity of grid B.7-3 inside the ES corner of the parking structure, clear of the footings for the structure. Provide a traffic bearing cover plate on the sand-oil interceptor sufficient for a 3000# wheel load on an area of 20 sq in. 2. Relocate the storm drain risers on drawings M1.2, M1.3, and M1.4 to the North side of the column at Grid B-4, and to the South side of the column at Grid B-15 B. Add 18.1 to the Supplementary General Conditions: Article 18.1 of the General Conditions of the Contract is amended to read as follows: PREVAILING WAGE NOT APPLICABLE: Funding for this project is derived solely from local revenue sources and as provided in Section 7.06.030 of the City's Municipal Code, the work shall not be subject to prevailing wage law. C. PAINTING, BID PACKAGE #14 1. Replace the Trade Bid Form pages - 2 green pages with the two white Trade Bid Form Pages supplied with this addenda. 2. Replace the scope of work with the scope of work provided in the addenda. 3. Delete any reference to "alternates". 1 D. WATERPROOFING, BID PACKAGE #11 1. Change page header description to Waterproofing. E. ASPHALT PAVING & STRIPING, - BID PACKAGE #6 1. Delete the green Bid Forms - 2 pages. 2. Replace with Bid Forms 6A AND 6B. Bidders shall bid BOTH bid schedules. The City may award either Bid Schedule 6A or Bid Schedule 6B, whichever is in the best interests of the City. 3. Delete the scope of work for Asphalt Paving & Striping. Replace with the scopes of work provided in this addenda. Note that the scope of work relative to Bid Schedule 6A differs from the scope of work relative to Bid Schedule 6B. 4. Notice Inviting Bids N-11 - Contractor's License Classification is hereby amended to include "C-12". F. Add Exhibit A, City safety program, dated June 4, 2002. G. Delete existing Exhibit D and replace with Exhibit D dated June 10, 2002. H. Delete existing Exhibit G and replace with Exhibit G dated June 12, 2002. I. Add to Supplemental General Conditions Article 2.0 Revised Timelines for Selected Submittals: 1. Successful trade contractor will be required to submit a detailed project schedule within ten (10) days from Notice of Award. 2. Successful trade contractor will be required to submit a detailed list of all submittals within seven (7) days from Notice of Award. 3. Successful trade contractor will be required to submit a complete detailed schedule of values with line items identifying each scope of work, activities, allowances, safety, clean up and preparation and submission of daily reports. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE BID FORM BY ORDER OF THE CITY OF PALM SPRINGS, CALIFORNIA r HAROLD E. 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