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HomeMy WebLinkAboutC2017-141 - 3/28/2017 - Approved 1 AGREEMENT BETWEEN CITY OF CORPUS CHRISTI AND RHODES URBAN FOR DONATION AND ACCEPTANCE OF SCULPTURE TO BE PLACED AT LA RETAMA PARK RECITALS THIS AGREEMENT ("Agreement"), is made this (Q day ofg,442 4 2017, by and between the City of Corpus Christi ("the City"), and Rhodes Urban ("Donor"), for the purpose of establishing a contractual relationship under which Donor will procure, deliver, install, and donate, and the City will accept, a sculpture including base, for display on City property at the La Retama Park, Corpus Christi, Texas. WHEREAS, Donor has offered to commission the creation of a sculpture ("the Sculpture") from Jack Gron ("the Artist") with the intention of donating the same to the City as a gift; and WHEREAS, the City and Donor (collectively "the Parties") desire to formalize their contractual relationship regarding the procurement and transfer of the Sculpture, and to define their rights, obligations and liabilities therefore; NOW, THEREFORE, in consideration of the mutual promises set forth herein, it is agreed by and between the parties as follows: TERMS 1. Donation of Sculpture. Donor agrees to procure, install, and donate the Sculpture including base, to the City, at Donor's sole cost and expense, and the City agrees to accept the Sculpture, all according to the terms of this Agreement. 2. Specifications of Sculpture. The Sculpture shall be an aluminum creation by Jack Gron (the "Artist"), a preliminary drawing for which is shown and represented in the drawings and photos included as Exhibit 1, attached to this agreement and herein incorporated. The final specifications for the Sculpture are subject to review and approval by the Director of Parks and Recreation ("City Director"), whose approval shall not be unreasonably withheld. The Sculpture shall include a plaque identifying the Artist and recognizing the Donor. The actual size, design, and wording of the explanatory plaque shall be subject to the final approval of the City Director of Parks and Recreation, whose approval shall not be unreasonably withheld. Donor shall ensure that the Sculpture and base are engineered for structural integrity and windstorm certified. 3. Donor's Responsibilities. Donor shall procure, install and donate the Sculpture to the City no later than 12 months after the date of City Council approval of this 2017-141 3/28/17 M2017-042 Rhodes Urban INDEXED 2 Agreement. The Director of Parks and Recreation is authorized to approve extensions to these timelines. Donor represents and warrants that it has authority to enter into this Agreement and that Artist grants to the City an unlimited license to graphically reproduce the Sculpture for municipal noncommercial purposes in City brochures, catalogs, and use in any City media or other City publications. City shall endeavor to include the Artist name and Sculpture title in the City publications or reproductions. This provision shall survive termination or expiration of this agreement. Donor shall be solely and exclusively responsible for contacting, communicating with, and coordinating delivery of the Sculpture from the Artist to the City. Donor shall be solely and exclusively responsible for all costs related to procurement, delivery, and installation of the Sculpture, and supporting base. Donor shall provide the Director of Parks and Recreation or designee, within fourteen (14) days after installation of the Sculpture, instructions regarding routine maintenance required for the Sculpture. Donor shall ensure that all work performed on the City property complies with all applicable City, State, and Federal codes, statutes, ordinances, and regulations. Donor is responsible for obtaining all required permits prior to performance of any work on the City property. 4. City's Responsibilities. The City, acting through its Director of Parks and Recreation or designee shall accept delivery, receipt and ownership for the Sculpture at a mutually acceptable time and place. 5. Project Site. Donor shall arrange for the delivery and installation of the Sculpture and associated base at the location in La Retama Park as depicted in the attached Exhibit 2. Should Parks, Development Services, Engineering or Utility staff determine that this location is not suitable for the installation due to engineering structural analysis or impact to City utility infrastructure, then the Director of Parks and Recreation is authorized to work with Donor to identify another more suitable location within La Retama Park for placement of the Sculpture. 6. Risk of Loss or Damage. Donor shall be solely responsible and assume all risk of loss or damage to the Sculpture until receipt and acceptance thereof by the City. Donor assumes all liability related to installation of the Sculpture. Acceptance and ownership of the Sculpture by the City shall occur after delivery and successful installation at the project site. 7. Installation of Sculpture. Donor shall insure that its contractor hired by Donor to install the Sculpture presents and reviews the construction plans with the Engineering, Development Services and Parks and Recreation Departments for 3 their prior approval. Donor must include, in all construction contracts entered into for the installation of the Sculpture and any additional components described herein, a provision requiring the Donor's contractor, to indemnify, hold harmless, defend and insure City, including its officers, agents, and employees, against the risk of legal liability for death, injury or damage to persons or property, direct or consequential, arising or alleged to arise out of, or in connection with, the performance of any or all of the work, whether the claims and demands made are just or unjust, unless same are caused by the gross negligence or willful act of City, its officers, agents, or employees. Donor shall require Contractor to obtain all required City permits and the insurance described in the attached Exhibit 3 prior to beginning work on City property. 8. Relationship of Parties. No agent, employee, representative or subcontractor of Donor shall be deemed to be the employee, agent, representative or subcontractor of the City. None of the benefits provided by the City to its employees, including, but not limited to, compensation, insurance and unemployment insurance, are available from the City to Donor or its employees, agents, representatives or subcontractors. Donor will be solely and entirely responsible for its acts and for the acts of Donor's agents, employees, representatives and subcontractors during the performance of this Agreement. 9. Expiration; Termination. This Agreement shall expire automatically upon the City's receipt and acceptance of the Sculpture. Once the commission contract is signed with the artist, neither the City nor the Donor can terminate this agreement. 10. Indemnification/Hold Harmless. Donor shall defend, indemnify and hold the City, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Agreement, except for injuries and damages caused by the sole negligence of the City. The provisions of this section shall survive the expiration or termination of this Agreement. 11. Entire Agreement. The written provisions and terms of this Agreement, together with all documents attached hereto, shall supersede all prior verbal statements of any officer or representative of and such statements shall not be effective or construed as entering into or forming a part of, or altering in any manner whatsoever, this Agreement. 12. Modification. No waiver, alteration or modification of any of provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of City and Donor. 13. Assignment. Any assignment of this Agreement by Donor without the written consent of the City Director of Parks and Recreation shall be void. 4 14. Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed below. Any written notice hereunder shall become effective as of the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereinafter specified in writing. 15. Non-Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained herein, or to exercise any option herein conferred in one or more instances shall not be construed to be a waiver or relinquishment of said covenants, agreements or options and the same shall be and remain in full force and effect. 16. Resolution of Disputes, Governing Law. Should any dispute, misunderstanding or conflict arise as to the terms and conditions contained in this Agreement, the matter shall be referred to the City Manager, whose decision shall be final. In the event of litigation arising out of this Agreement, the prevailing party shall be reimbursed for its reasonable attorney fees from the other party. This Agreement shall be governed by and construed in accordance with the laws of the State of Texas. IN WITNESS WHEREOF, the parties have executed this Agreement on the date and year above written. CITY OF CORPUS CHRISTI By: 414,00f. P � P� �,c�cr Name: Mard4e e hid"CST: i► RE:ECCA HUERTA Title: e/i ds CITY SECRETARY Date: 3, •/7 Approved as to legal form: 3/'I /"?-1'1.7 By: Lisa Aguilar, As ' tant City Attorney Pzcil , for the City Attorney AL I UK ILL" SY COUNCIL.4..S RHODES URBA SECRE`TA`"�� B . - r � Date: /0 MA4464 2-4)7 • • EXHIBIT 1 , GENERAL NOTES ALUMINUM CONCRETE NOTES CONTD • ABBREVIATIONS wa I, M 10 CONSTRICTION,VERITY STRUCTURAL MOON AND DWdS0NS WIN OTHER PROJECT I. OLI1.11AIRA ANL CONFORM ME FOLLOWING Attu SANNN05' 26. RUNFORCEudi IN 005606EF00)PA0 SHALL HAVE W0.0E0 SMOOTH RARE RO21000 UNI 646 AB ...on BOLT TUTU LONG LEG NWR0NIW 1 f DRAWINGS AND COORDINATE LOCATIONS O OPENING AND SLEEVES THROUGHOUT NE STRUCTURE 5U0 •OWES:25Tu 0309,ALLOY 6061-16 52.9462.6 IN PROS UP TO 6•NOT MO PROVIOC 1109"OCN IN PWS 6'TO if MILK ABL AGGREGATE BASE COURSE 110 LONG LEG VERTICIL DEPRER0N5,FLOOR ORAI*S INSERTS AND OTHER RELATED ITEMS. .SHEET AND RATE:A5N 6209,ALL01,6061-16 UNLESS HEWER RONFOMEUNT IS CALLED FOR ON THE ORAWNR. ADM A..AL LONG 1NE111OINAL g;1 2. BEFORE BEOx4A0E CONSTRUCTION.NOTAV ME ENGINEER O DISCREPANCIES 0R CONFLICTS FOUND IN .ASSEMBLY BMR(UNLESS NOTED OTHERWISE):51NME55 STEEL 21. NPSLEEVES THMUGO CONCRETE STRUCTURE STALL BE LOCATE°AT LEAST 3 I/2•IN90E A. TABLE m LONG ME OMWINGS AAO/OR DELO 0000COADISIONS. .ANCHOR BOLTS(UNLESS NOTED ONEO.16E):STAINLESS STEEL CONCRETE SURFACES r0 COMPLY MN THE FOL.Mx°CRITERIA,UNLESS OMdMSE SHOWN ON AFF ABOVE FINISH FLOOR U PNM 'n ]. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL mem.,GRADE CON (BOM NEW ANO 2. *111 0u:0.4013 OEm C00Es(....,,s.OTlD pm100150). THE STRUCTURAL DRAWINGSM : Al AD . . COSMO)REPORTING AN DISCREPANCIES N THE NON.BEFORE 0ROCEEN*6N°MM Ott PHASE OF y AL WELDING SHALL BE PERFORM.BY COMAE°WELDERS. THROUGH 004101 BFMS:3"MAX OM, YIN.CLEAR BETA5EN SLEEVES ALT ALTER. WWR WTERML TE WORK ASHEWILL BE RESPOtZB1E FOR ALL WORK NTNG As WEND.BY NE DRAWINGS AND MxINW WM 9ZE SIAL BE 5/16'RIFF(UFO)ALL M01N°TAdeER(LAND). MIiDUCH SVGS:B"106 OK 6'MH REAR BEIW£FN SUES MRO% ITP D%mATE/AWROWAL0.TARCH W WUx S. ILL 141ST SMVL 0E PE' AWS[ODE BASED Cx THOxNER OF WTEAYL DEW.JOINED:ARU ML 38. CO..MIO RPM MAY BE EN0600m WRIN A 9PB MNL OR BUN MT 6[MSTROCTED i0 rEUT/wO1TEt U0.el CJ MASONRY CONTROL JOINT - 4. EMT...uSTING R0.E ARESRO.ON CONSTRUCRGTH61005E SFOR CURDY ONLY.VERIN ALL OWENSIMS. LLNG [AL.Mi. COMPLY WIN 00 506605 B.S.OF SECTOR 6]°F ACT 318. TECH MECHANICAL Nn 01 ES AVO H.FT NE..I.O6ORE 6 TNG ANO SUPPORTS SHALL BE ALWIRUu 0346.1101.MRI RAPE 316 STARLESS STEEL MIEN. 29. CHEOULN E BOLAWA.AND SUBS.°ETR REINFORCING AS ECG MUM. MN OLE BE6w0NG 1 CWSTRWMN OF AM TNTEITERE5C6 A0/GN 0SCREPAVOFS Dui MGM ORT. BWS: 20 REV N - it 000 COMPACT 000000IUL DRAWINGS AND SPEOFY.ATONS REPRESENT THE DANISH.s510061 E ANO 7 D.E.EBS NOTED OTHFAYASfl� 0110 0ETE BUDS to BE POUR.INTEGRAL MTH SLAB. u OF NSC MSCELUOEMS 5 IF GRATING SUPPORT LOCATORS BEFORE FABRICATING GRATING.PLACE SUPPORTS WM4 CARE N CONTRACTORSHALL SPECIFICALLY SRC.00 NOT INDaTE THE MEMO OR YENS OF CONSIMI.ON.ME LEN..SHOT.OR SPECM.. 1 C. GRACE SPLICES SHALL BEA 111006TH OF 30 EM°METERS. DOT BOTTOM 75 Gull SP..AND MRECI THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL B M..PROM.°RAMS SHOWN.DETAILS FOR F.6 044 AND SHOP ASSEMBLY OF 0.06.6. CWS A LN BEER TGR IM1TIIF0.CIN°EARS AT An SPAN. BEARING NG NATURAL COLLIE 6. CNS,020 611,00 10 RESIST T0051IDUES IRO SEQUENCE. ERECTION PWS AND OCTAL.62*011E OETULS O CONNECTORS CAMBER,WELD PROFILES AND SIZES AVO D.CUSS A IPP BULL BOTTOM RENOIR°.BMS AT THE SUPPOR2. BM BOW EN NUMBER ¢ 6. .SRUCN.RAS BEEN DESIGNED TO RESIST DESIGN LOWS ONLY AS A CM..STRUCTURE. SPACING.STOP ANO ERECTION ORAMNGS SHALL NOT BE MODE USING REPRODUCTIONS OF THE CONTRACT `PROVIDE CLASS B LM AT OTHER LOCATION PEND.ENGIN.,APPROVAL NS/FS NEAR SIDE/08 AME 1 PI...OF CONSTRUCTION LINOS N ME PARNLLY COUPLET.STRUCTURE 5%41 BE °RAMI METE STARGRD ROO.,MP BARS AT CATM.ER/NO°ISCONNNOUS FMS CA MOETE 01210 NOT N SINE CNSOERED BY THE COMTRWTOR ONO S0 INCLUDED IN TIE DESIGN OF SHORNE,BRAME.FORMWORK OF DE..WALLS AND SLABS. CHM R CRACKER.PLATE AN LNN suPMRTRG EINNR 00.ED.R CWSR00* OF THE...TUE.DURNG FOUNDATION AND EARTHWORK G.PROMS CORNER BARS EOR Al HORIZONTAL BARS AT THE NONE HT0 Co. ERdNL OC ON CENTER ERECTION ANO UNDL ALL POW.T CONNECTIONS ME MADE THE CONTRACTOR MUST PROVIDE OUSOF FACES OF INTERSECTING BOYS OR WALLS.CORNER BARS ARE CML COM UNE 00 OUTSIDE ONETN TEMPOURY BRAONO 10 BRACE ME STRUCTURE IN AL°RECMNS. I. 0.NO.E A MINMUM OF 6"IX6TNG NP SOTS.OR GWC MA AND DEBRIS FROM NE BULOINE NOT REWIRED 6 HORIZONTAL BNS ARE HOOKED. CVM ANSATE FACE , TE ENONEER SHALL NOT HAVE CONTROL 0R CIWRGE OF AND SHALL NOT BE RESPONSIBLE .R PW(BU11000 1001 NAM AS'ALL MERINO). H.PROADE 2-Il MORAL BMS Ar ALL SLAB RE-ENTRANT CORNERS CLSM CONTROLLED LON STRENGTH WE. pH OPPO0TE NANO NG CONSTR...MUMS,AEIN0O5 TN NMES 0 100*THE OR PROCEOUR00 FOR S1FE5 PRECAUTIONS H RACED UNDER THE MP WT OF STEEL CW CONCRETE WSOWV MAT TONG 0 PROGRAMS IN COATECION MN NE MARK FOR THE ACS OR MASON OF NF CONRALMR, �. ...TOR SYSTEM 6 A RIE CAP W/UNOERRENT.PER SY51N. I. WELDING O REINFORCING STEEL.WILL NC BE PERMITTED UNLESS SPECITTCALLY SHOWN CM(S) C .((5) OPPOSITE SO6WNRAC10R.OR ANY OTHER PERSONS PERFORM,.ANY OF THE MORN,DR.R THE FAILURE OF R A ON DRAWINGS. CONCRETEOPT F MFM TO CARRY OUT NE WORK IN ACCORDANCE ITN ME CNTWCT DOG.... A UNDERCUT TOP 3'-0"O Fos.SITE SCIS. 30. SIBBHD PROPOSED MIK DESCANTS IN ACCORDANCE WITH ACI 301,CHAPTER 3.9.EACH CONN 1G DPTM/GPTOHAL B. THE CONTRACTOR SHALL PROM.AND WNT0x AMMATE ERECTION SHOW.MO BRAGNG 0 B.0 IXCAVATON SVN1 IX1dD 5'OUTSIDE TIE PORMETER OF 60 101GN STSTETA USER. POSE°MIX OESGN SHILL BE ACCOMPANIED BY A RECORD OF PAS PERFORMANCE BASED o REWIRED FOR STABILITY OF THE IOU*00STRUCTURE WRING ALL PSS OF CONSTRUCTION.THESE DIEWWGS OTROS.SU..SHALL BE AT CONSMT ELEVATOR i0 ASSURE UNIFORM RLL 0KKNESS. 811 AT LEAST 30 CONSECUTIVE STRENGTH LESS.OR BY TWEE IABORATORC TR.MALARS CONTE CONSRUGTM P018 PRE-ENGINEER.METAL s + RESdT ME RM9ED STMCNRE Amt 00 NOT NWTE THE NEM00 OF CONSTRUCTOR. C.MER COMPLETION OF UNDERCUT PROCEDURE ENR.MONDE SML BE COMPACT.i0 A N CONFMWWN TESTS. COM COURSUO15 PLOTS ; `� ` 9. ALL DETAILS ARE MIDI.via/PRORATED IMO PROJECT AT/PPR...GTONS.MISTIER D.OF 95X OF STA0W0 PROCTOR DEF6.AT OR ABOVE THE OPTIMA MOISTURE CRS COURSESPL WEOFIG.4 MOOTED OR NOT. WHERE ROOMED.ANY SOT AREAS 6.CWNIFREO.SNLI BE REL..ARID RECOUPACTFD CM CNRA RNC PLYWOOD 10.A A SPECIFIC 0018 IS NOT 500WN.R ANY PMT OF ME,NRK.ME CGNSRULTON SHALL BE ME IN E PROP PROPOS. B yy SNE AS FOR SWAAR WORK. D.SUBSE00d1 m SUBCRLOE PREPARATION.10 01001 105 1'-0"OF PROPERLY COYPACI. TABLE A 0BL 00101E , g g d v i 11.ILL.NSRUCRON,510UCMG MATERu.Ax0 WORK SEP,SMALL CONFORM.ME PROVISIONS OF SELECT FILL SHWL BE NULLED.REFER 10 PUNS FOR FINISH FLOOR ELEVATION. 0ET °STAY ME 2009 IBC AND STANDARDS RENBENC.TEREN E SELECT OU.SRW.HAVE A WNW UDUID UM OF 10 PERCENT AVO A PI WOE OF 5 TO 'REINFORCEMENT 08 CMYETER R UV"'STANDARDS12.ALL ASTM STANDS LST..AEN,SHILL GE AS RF 3E.°w NE UMW ISSUE OF THE.. IB FILL SHALL.BE RACED TN MAXIM B"NCI(IDOSE UFR AND CCVPWT.TO 9. OUE DIAGONAL NRNCF/RfFFA BOOK OF STANDARDS O THE AMER.SmE1Y FOR TESTING AND WIEAALS. STANDARD PROCTOR DRY DEISM AND WINN-1 TO 43X OPTIMUM YDISMRE CONTENT. 0.. °OO8ML.0/0.0UTOx SW &MOO. CEYEM I3.FRAME.R OP0M6 THROUGH FLOOR,ROOFS MD WALLS AS Pm DETAIL,00 NOT INTERRUPT 4. COMPACT.IE00005-is:(ASTM 0696.METHOD 0) TENSION LAPS AND EMBEDMENT ON • F.mG MOMS FOR OPENINGS EXC.WHERE W NOTATED ON GUMNGS. A BELOW F°ODN6-955 .•60000 PS,fc•DOW PSI OAG DRAWING REIN REOEREO 14.SEE MECNANTAL MAKS FOR WC LOCATION MO SIZES OF SMAL.HANTX 0Pdw6, O.BELOW S P PANSUz NT-95K REVISE/.8. u {{]] SLEEVES.ETC.NOT SHOWN ON THE STMCTUmA DRAMx6. NeEWdT AND CUSS A VP(w) [L.B IM YIN) EA TEAMS I REQUEST.R INFORMATION F B i 15. Fd TO MLMTECTNUL DRAMS FOR ALL FINISHES.DIME OF S.DRO CH..S.E.. O.BELOW ORTON FORMS-905 w SV�j•:^ 16.NE CDRIRACIOR SCOL PROMS ARID WNWN WEMAIE ERECTION SNORING MD GRACING AS E SKI UR-R'Loa.10 DEPTH SLE ea¢ TOP OTT.BAa5 MP BAR 01RR BUS EF EA.FACEJON, Ru R g• €'rt RECURRED FOR STA6LO OF THE STRUCTURE WIRING ALL PHASES OF CO.TRUCRON.NSE ORA.. W) ? x REPRESENT IM RINSED STRUCTURE AAO OO ROT NOTATE THE MfIH00 06 CONSRUCTON 6. SUB GRADE SCARIFY •AND RECO..TOP e'OF SNL MOAN FILL OSE 1 CASE GSE 1 CASE 2 GSE I CASE 1 USE I OSE EL EIfl4TON SER SECTOR 1 EE 17.THE CONTRACTOR SIAL.VETAFY,KKR.CONSRUCTION.NAT THE NEW STRUCTURE WILL NOT OW w6f:PM.P091rvE SORES,BOTH DOtIxG AND MN CONSTRUCTOR..R SURFACE k 3/e 22 32 2 IZ 25 28 42 23 32 2 EFTA. EUBEFMNi SHEET 7!ill 5 Y NCT WTN ANY COSTING UT.ES.6 CONFUCS ARISE ME CONTACTOR S..HORN THE ROOF WROTE.MANINUM O ID'-0"FROM BUILDING FOUNDATION. EMIR EO RT. TA. w °. 03 STRUCTURAL 00NEN OIG SHALL SNP THE WORK UNTIL AN APPROPRIATE SOW WN i0 THE 7. THE CONTRACTOR SMALL VERN.PRIOR N CONSTRUCTION.THAT NE NEW STRUCTURE MIL N. 1/3 9 22 33 39 56 29 l . EQUAL SRS EECFlEO/SPECIHGAT N c CC .NN[S ARE FNM°AND ME CONTRACTOR 6 GIVEN WRINd AUTHORIZATION M PROCEED MM THE EQx RAM..ANY EMSRNG U....''TURING OR HNRO-IXOVAU.8.6 LOMT ARISE,TuE 6 1 Z N UCH WAY ;Pa tSO M� i F F$H SHALL NON,ME NONFER AND OH4L SNP 01 WORK UNTIL AN...PRATE 5/8 J TB 1 1 11 J6 N MST MONO SS •w Ie.CONTRACTOR OWL ALLOW I/1'NN OF 5210#IO AL S.0.DR I/O TON OF MUMMY m BE USED .LU i0 NE CONICS ME FOUND,MO THE CONTRACTOR S GWEN WR.11 AUTHORIZATION 3/4 IS ]] 50 56 BI U 64 EM EMANSON T SIYPSOx SNOIG-TE Z u AS DIRECT.BY ENGINEER.ALLOWANCE SHIN.INCLUDE LABOR,FA6RICATM AND PUCCINT, PROCEED WITH THE WORK. 7/8 63 94 48 72 81 122 63 94 STA MON DESIGN CRITERIA CONCRETE NOTES 72 107 55 62 93 139 22 1. 90` OR°RAIN CONCRETEIFIED SR"GM STD m"w0M0 OOG 1 I/B el t21 62 93l6 N 05 1 B I" 01 1'61 HxSH/LASED I. ALL CONCRETE RswAL BE IN ACCORDANCE MM THE LATEST EDITION OF ME AG]IB. FIN SPECTRE°1.860.9RPGTH 7 IVO y/l1 ONO LOOADS�WFLLUBDE ME SELF,EOM O ME MOT.EIddS AND THE FOL..ARE A L ODD LOA. 2. SSNE STRENGTH OF CONCRETE AT 10 an SHALL BE es FOLLOWS: 11/1 91 1 IR I BF Ned REINFORCED RAMC TO MP OP =�C,GF ZEY 1 P 2 sUPFAMPO PIENS-�v4 I 1]/e 101 151 R I IIS IJP 196 101 151 N HELD VERIFY TOC TIP Of CONCRETE STATUE-35 v5F 3. FW 0 ENT ANLL BEA SINGE BRAND CORFU..N ASN C-150,TYPE I UNLESS TUTS MP OF STETS A1WWa F 2. LADE l BSB 1 GNFRW6E APPRWED En THE ENGINEER. G TOW NP OF WALL i +W. ..:...........•AAAA ♦ NORWL WEIGHT AGCREGAiES SHALL CO..TO AMA C-33.EACH TYPE SHALL RE FRAY A I. TABLE A PRESENTS INMS O WATSON OORLDPudT LNGT.ANO.STAR UP SOLACE GAGE IRM TRANS.. RAuwo wrvoi w G N ,PUC. SINGLE SOURCE FOR MOS.CONCRETE LEIGH.&S.ON AO 3I8-05.SECTpN T2.2.2. Gp V GALVANIZED nm 10o AL BOROu .+Z 1 GRAND LBW: 5. ALL ACONITES.R AIR ENRAINMEM,MATER REDUCTION,AND SET CONTROL SHAG BE USED 2. CUA A UP TENORS APPLY WHd BAR VPS ME SACG..TO LW NAV THE BMS AT THE TIRADEB[KSt.�'ZC NOT APPLICABLE ACCORDANCE RAMI NE SPEOFlOT°NS AND THE SUFWNRN'S DIRECTO..LITE USE SAME WDWN OA WHEN BMS ARE UPPED AT A LOGMx INHERE ME PEIxfWCddt AREA P�iF'(A[,.W+ I S OF CA.IUu W LN�RIOE S PROHIBITED UxISS APPRW.IN WRITING BY NE ENGINEER. FROM.R AT LUST NICE Tur REAM. HI HELOT IMI UNLESS NOTED OTHMISE 'oMA E _ 2t- "," 1 mU0 LOWS: 6. E OF THE CORM,SCALL BE 0.03[AT 28 GAR AS°CERTAIN.BT 3. CWS B LM LENGTHS APPLY RR.ILL BUS ATE S'UCEO AT A LOCATION 06 WITH a1Waa HAS HEADE°AN..SNIT IIPPTTyWWIF�PP x Ira ON STRUCTURE ME BM.ON ASCE 7-05 BASED ON ME FO.FING INPUTS: CIS EI BNS. HOAR HORIZONTAL VERT VERTICAL otl 0 OAS.URx0 SPEED(]-5.DISI) :125 MPH T. GRIM.WA.SOLUBLE CHLORIDE ICN w CONCRETE SHALL BE 0.15X BY WEIGHT of 1 CASE UNGMS APPLY M BUYS AND WUAINS ECM CONCRETE COVER FO.OR.RUT@ p HIGH FOM .ITmA1a EXPOSURE L e A 4.111.4 CONCRETE.TEST Pd ASTM C1218. N STIRRUPS Dal...CAR BAR SPACING 0.OR.EATER.4 THE BAR Om..AND HIE HOOK ONE ENO Y 06 201 O T00 CEMENTAWN MATERIALS U5.IN MX OSIRS MAY BE TIES NOT LER TUN ME C.1.00Yu THROUGH°U TUE)00 0 IN NE 6 BU1LOING LUSSFIGTW T.CLOSED 9 REPLACED MN CLA6 C OF F RT ASH. TABLE AHO.R OTTER 00101 0 WITH CONCRETE COVER.WL OR GRUIER TRW ME BM N2E HOOK ND EROS ./ WM W MILD STEEL REINFORCEMENT ANO ACCESSORIES SHALL BE OCAIO°ANO FMRIGim IN IME.ANO CLEAR SPACING ENTAL OR CRATER TNN MC TIES THE BM OMMOER. T 3 ACCORDANCE MN M SP-66. 5. CSE 2.GB CLEARLBM SEMS AND CO000 I WMI CONCRETE COVER LESS MN ME BM 10 3 APPLICABLE CODES 0 REINFORCING STEEL 0011MATE.00 i0 BE A615-(AWE 60 UNLESS NOT.OTHERNISE. ACING LESS THAN TE BM Oa..MO FO(OTHER ELEVENS I�OE ONMCEN R WDERP KHAII EPOINT NK�TOFHA M.wE CODE 2.9 GRIM LATEST MOS R.ONS BN.RGING STEEL BEM BOAS ARE OAdSIMEO ON N OUT OF STE0- M CONCRETE CM.LESS NN ME BAR WAFTER AO CLEAR BAR SPACING LESS TAM 1M F/[E FEL CONSTRUCTOR MANUAL 13TH EDITION MYTH0 xFW.MaE FABRG I2. L BRAS ARE TO BE .EVOOL w FORKS AND STABS WITH CHARS AT EYOT IM AES THE OAR I.E. sARW7-JAL WELOI14 CODE.An 01.1.AL2.DING.DIA.0000LATEST 0010 INTERSECTION AND TED AI EVERY ISHOOTSLWN. QP BUS ARE TS 51 01)081 REMFORCExdi PVtm.Tui MORE Max IxSUL INSULATOR E Z-05.HNIWY OF9cN LOADS.R BUILDINGS A OTHER SRUCNgS 11]/1'O i IJ. WELTED STEEL HAIRS FABRIC IMT SHEETS ONLY PERNTRD)SHALL CONFORM TO ASN 6 RAWLY IFNBB.SxON THE BY 0.117 FOR .R 1000 PS CONCRETE AI SHOP DRAWINGS AND SUBMITTALS 10. THE 1.1110 ROMTMW SRS OF COARSE AGGREGATE SHALL BE AS FOLLOWS: 9. MORULTPFLLY�C�SHO0MR BY p.70 FOR 5000 PST CONCRETE OM R0 W G I. SHOP ORA0N6 9411 0E PREPARED TOR ALL 510/00021 NMS AND 050401 0.R REVIEW BY DOLLED s1/8R:1-1/2' 1. n n .l LA 0 COAT0111 D FiAn CONCRETE I NUMBER re .It co THE.ONEFR.CONTRACT DRAWINGS SHALL xN BE REPRODUCED AND USED A5 SHOP DRAWN.. 0'TOPPING,3/e" 10.,AIRY LENGTHS SHOWN BY 1.3.R EMYY COATED BMS. H m LLI AU...OYWTNG FROM ME CONITACT OwmNR OR FROM P101015 SLOYITEO STOP I5 C.ALL p1NEA C SlalL`'• WINDSTORM Z a W r O j PRONGS SHALL BE CLOUDED. CONCRETE SCALARS SMaIL BE M FOLLOWS: 2. THE CONTRACTOR S.RENTER SHOP.WINGS FOR COUPLANCE MN THE C00 10 A DRILLED SIYFR:Z"t 1"W.(SUPER PLASTICIZER) 0 51 5 CRR AND SAL CERTIFY THAT HE HM WAIF W BY A STA.AOTxC NT THE DRAMxGS B.iOpPIxG: S t'W. 1. ME COHiPACTM SHALL BE RESPONSIBLE ECR PROWINC ALL NECESSARY Dp.uEMMIOH FOR ALL WINDOWS, U 1� Z HAVE BON'APPRO.°.AND WHICH BEARS TIE SIGNATURE(OR INITIALS)OF AN AUTHORIZED OTHER 01 4000 5'1 1'MAX. WOKS.LONERS INDIOTxC TEST AW ALOWAB 1 PRESS...0SIOI STATING THAT THEY HAVE BEEN APPROVED BY �( REPft60IOOS 2 O TETE CONIRA005 MO THE GATE.5UBN1015 WACN 00 NOT REFLECT TE IIS. ALL CONCRETE MIM A-I AI/2.WHEN SIZE PO 3/4'.I•AND.1/2.SHALL BE NR TTRLL CI STO2 N1 OF INSURANCE(101)TROUGH TIER SUBMITTAL PROCESS FOR 1100111 TION IN HIGH 000 U) N N F J CONTRACTORS APPROVAL MOUE AND GTE WILL BE RETURNED MiH01UT REVIEW. ENTRAINED NMI 514 9/-t /3"A WHd EXPOSED TO NUM..URO. L ALL MMU BOAT DOORS AND WW0N5 MAST BE TESTED BY A CERT.°TES.NOUN'AS APPRO.BY IL i•T 3. THE C.18.7011 SHALL BE RESPONSIBLE FOR°EUT5 0.61.S REJECTOR O WDEOWIE 17. REINFORCING STEEL CLEAR C0701 SHALL BE AS f06 005 URO: E TIF PRIOR N RECFNw.ONLY CEIRMGi 51N. `` Q 521 DRAWINGS A NOWT*I-112'INTERIOR.2'EXTERIOR EXPOSURE 3. CONFORMANCE MM HAAS°EMME 0 OF MS RFA.LTO)-PRODUCT NS 10000 LINA-DINE / C. Z I"' CC 4. E.EA. MO RAN,OF SHOP DEWING E N TCO 2 REQUESTED.ME dCINEN LOLL B.WILLED WNNST 1-1'Y INTERIOR,2"01.10R EYPoSURE 1 CWMT-PROOIO APPROVALS OR ROMA BU.IIIG-PROpUO MVROVAL S REWR..R ROOTING SYSd. Z En NCx SIIMAL NO,MORE vOSSIBE.RNNx MMw 2 REDS Of RECEIPT. Q e 5. CORRECTORS OR COAMEMS ON SHOP WARMS OR PNU IHTS 005 DAO 0EES 00 NOT O.EARN-FORTED GRIME BAS:1-1/2'NP,3"SIDS.J'BOTTOM E ENGINEERROOF 0000 O R60R0 sHAO BE NOTATED N OSONE THE HARESTIAL IUREAWWN OF ALL THE ASSEMBLES Z C I•^ I F.. RELIEVE THE CONTRACTOR FROM[OMRMxCE MN REQUIREMENTS OF THE PLUGS AHO / NWLMW THE MENTI. NS,ENTVENTLOPES..0 RBSELEAND RASING RANO PRESEE SURES. // 0 _ .+5 SPECIFICATIONS.THE ECREER'S REVIEW 6.R 6NERAA COISORWCE RANI THE FEOUREMEN5 E Fptu.WOE BE.us:1-I/2'LOP,2'SIDS,J'0000 5. NE DES 5 PRE41N6 PROM..SUBMITTALS 90MNG ATTAACCHMENT STULLLBBE TO BY A TER.STRUCTURE Nal ` Q O U O THE COMPACT DOCU I0 NE CONTRACTOR Is RSPOOAOE FOR CM05500 AND G.ONE WAY SV.BS:3/1"TOP MO T.DOT. 000 5 1 PRORSOx0I ENGINEER.MORTALS SIULL CLEARLY INDOATE MND PRESSURE 6.AND PROVIDE M C Z t CORRECTING AL MANTTS AND DYNSOxS.SELECTING FABRICATOR PROCESSES AND LECWAOIS N.SING-ON CICADA I I/2"LOP ACEOWTE 06iA6 ANO wF0AWT0N OF ASACHMNT 10 STNC111RE OR FRAMER. It + 06 COSIRUCT°N AND COOR.NTHG 0.5 WHAM 0.N T00 06 ALL OTHER CMTPACTORS. A Si RETS SHAG BE 1 0.0.AT THIS SITE M VERIFY CONIIACTOR'S CONSTRUCTION 6. NE TESTING UB SHALL MONDE.TING ANO INSPECTION SERVICES FOR ILL TNS USED N CHAPTER I7 W F = 6. LITERAL CC0011 2R SINLL STENO WO WILOY(APES.,,,,.„0,...,,,,,,,„„COVMdT MO 10' OF NE 2.9 INTERNATIONAL BUIDING COLE RE-INSPECT AS REWwEO UNTIL ALL TAS PASS INSPECTOR. CC C = H 5 ROAN ONE CCM OF EACH sumo..RMs.COMMENTS OMD NE RETAX.G CORS MERINO MO,Rid GABLE,SLIGHT A.USUExR WY BE A.U,.. MFHN REPORTS SHILL BE SUBLIMED N TE ENGINEER N a (� �0 FM OSNBMON N.RCHTECT,RARER MO CORRAGNR.WOTIONA COPIES*00000E0 mil S. CUMREI00 OF EACH RETS SHALL BE COMPLETED WIN,a AMOURS OF 4005 SURFACE ANT NOT HAVE ONE OSR 1RINSFEAA..T.LdERAL SSCONTRACTOR WILL BE RESPONSIBLE FOR DEEM HARRIER MO/OA LOOSE SOTS SHALL BE ROAM.EROSE ME BEARING SURFWE 7. INSPECTON(S): d- PNMDIW AND DISTRORwG ENGINEERS WYYNIS f0 NOR SUBCONTRACTORS. PIM T PRANCE CONCRETE •NFA N W amronwEN(IWL...0 Q O 20. ER TOLERANCE: •STEEL OR AWUINW ERECTION(.K A 1061 CCURJ ET0 (J PERMISSIBLE VAUTTIATION OF LOC..NOT LORE THAN 1' 1 B.SHAFTS MT OF PWUB. NOT MORE THAN 10 OR 2'. AM RE-INSPECTIONIIID RNH IRON A F.I.INSPECTION0006SCALL.NLIID TO CONTRACTOR AT A RIE OF B C.CONCRETE CUTOFF EI£VATON:PLUS 1'M MINIS 2'. 135010 EACH RIP VOLNO NE AREA OF WORK BERG INSPECTED IS APPRIV.. eW 21. NUA WATER/CNEM RATIO FOR PLL CONCRETE SHALL BE 0.45.URO. 23. CONCRETE NASHES 6 A STETS TROWEL:INTERIM FLOOR SURFACES. X M:EXTERIOR WALKING ARO ORATING SURFACES. 1 JITTERBUG:FLOORS N BEGONE.R0 TLE REFER M AR0 $ O.RdOVE BURRS ANO PROJECTIONS FROM ERNMED FORM. CONCRETE. B E.RUB:.PO5E0 SURFACES OF CONCRETE COORDINATE WITH ENGINEER. .m Xo 4 23. NOTIFY ENGINEER I mwu OF 48 HOuRS PRIOR N PLACING CONCRETE 160142No. 3 24. HE 1E NIL PENET01EaRRIER 1 6 THROUGH NE VAPOR�BARRN0ERN5. CONCRETE BE D IN SUBS .5 AND CC RENA,ALL°ANCf TAN UMLFACTVRER,RECOMMENDATIONS TO INSURE ITS INTEGRITY. 25. O ERRCNEM W MPRNR SERs DELL HAVE PMmLOTRFNE NBRIUTm ISSUED FOR PERMITTING RBCR AT SUFACTgd RECOMMENDED MULE IN ALL iOvwG SUBS 1.S SPECMCD OIRRMSE ON NE 0..6. 5 • EXHIBIT I r-0.m S^- -0. 1aa I.PEDESTAL ALL IMO R00 SUPPORT.. 0 S S P o¢aumR II/ WM 1w R slum 2 CO I I\ _ a, R TARIaT m..0:405,017 RIM O _ DC' (lel 15 BAS H/11 TEs RT N Q 1FOEeT4 IBS)6M CO e061-TE //iCkv`\1/F ALINwUK MTE Tm1 HNW0R1 W MRre N 1. f1 IP © wWiir1 11 LAI p)dy I I I I iimmaaamn S'-0• I/.•.S•0WKW0K MMMAN I I g e �irR� 4 a= a ir I I I I Q R ep- •3 �� 4, NOTE ALMIMY MT BELS NOT SIM FED DAINTY. 1 O i 4 g Hm91-TE®If PLATE I/.•Q•m l ENE Of CONCRETE (UMRATP N(lO 9E flIIIOD -j 3 , r I I 0 • = g g6Y5 1 :. MDDRR BY cm. ® i i PIKE W j g Y`3@� Jl� �I�I�I� I I I (6)/�Ir.Ic is'•mews, STm uw1m eour/ IH► 4a`.. uaoel-re Rwr HAM Year La W 2y�7;,BYb I�I. 1/.....21. NW. FI 10110X.4: (]116 SECIDVXN DE 11/®1. o n lV IXPIx3N.w JT (W RENDITION) MTEwE!i' '.- a/1B I MIPIAIE NNE / \S1M1 S ®B I I /S BV6 PM PLAN Cad POMO/ II II II Tplt.0i ff �l/o�/�e 2 p (SFF OEUII 11 II II • BUI IXtUEllill' Gf A 1 I 1 II 11 ii 4 5, ler / _n:u__.wFoz_E .. L _ - mel IM,ea m WAWA.WPC �_ .L,...^±o......___ a Job MINI/.1EA.O0ILY ANGLE f/![[RSI Til f OM0 t4�C e. SECLPN • I 1/.•0•MN W.MT NR Awu D KKND9=. I I TYP PEDESTAL DETAIL A STATUE ELEVATION a SECTION C SECTION 52 SCALE:3/4'=1'-0' S2 SCALE:3/4'=11-0• SCALP 11/2'-1'-0' 52 vel P I I/2'-1'-°• J 6 1'-0•LC OMENS SME STE 6 VERT PIER H I— g REINA S11a1RME r/9U BENT OCAMS W W FREIE SIIH BF/16 URECRY PETE NOTES:RFFFAMR GENERAL MO1F5 FOR 10OBIONe0.UtDOR-Rfam MOMS /A j m 0 3 D. PALED PFA..EAMON.LESSER ANGLE 110E DM STOPS MA BE LRD H AMEND JS'INUE. rl�l, 0.l.. q o eort ar J. CLOSE KOMTORwc RAWL BE PERFORM TO VERDI IMT CAVING OF RF PERS GOES NOT OMR C ?j of Uj .�' PRIOR 10 OR OURNNG CONCRETE PVCENFNT.OETHIfD wSPECROH OF POI CONSTRUCTION SNAIL BE _ WOE D VERUY RAT ME POO ARE 110 10 11X0 FOUNDED IN ME ROPER BEARING WAN 0.V0 Z AT THE REEOENENDEO OEM AND TO VERO RNT ALL LOOSE M.I.5 HAVE E N REMOVED PRIOR NUMMI IOP num A1UE OR SOWIE IUAm (,) Q I %. TO CONCRETE PIACEMEM. (WCL IMaT REIDEwnc) CO CCL TCL W O I. AH KCUYUIIEO r1TFR MUST BE REBORED PNUR D THE WACCMMr DE CONCRETE 1 HOPPER 11D e•N ` A/1 W ~ F, 4 PI TREK SHALL BE MIMEO DURING CONCRETE FIXEMENT M CONTROL.THE M.UIMW FREE FALL Of / a= N U _ ME HET CONCRETE LESS THAN ME RET UNLESS TIE W a DE9U®m RAT rt ODES NOT _�� SRFR0TE wRING FREE FALL MD PR000EO TW PIER IXfNVA1ON a ORT, I/.•ANMw,RT ME lit PANAMA/CAP FLOE d F z 0. OPI S. PER DOES SIDLE RE=ECM=CISCO 1S REOURIN F MOUND WM a EMnuwwEo 10 r Z 0: (n EE r UN SLOW.O OF MUT MN OCC.DRS THE CONTMCTOR SHALL SPENT 1 UHT COST FOR OFFOVa T - 9 g TAE 16,400.1 ISNcna OF calm tr.Bm9w ME.De. U (13 = y� 6. mrMK U'CONCRETE PIER MLLE BE Mime)M MT ATEA. 111• Q Z S 3O y TIP 1 1•a m F o Eq Z OLS 9u1T CC Lyi• IIIIh DIMENSION REINFORCING MARK REMARKS I (9) IMEFOR CONCRETE RD ) i0 UJ NMI'INIATER BELL MARTIN LENGTH YFARGL DES —L ipi le• Jz F I 010.l/.•ou arlam PHCE e TOP PLATE SECTION SCALE:I I/2'=I'-S. 3 2 O PIER DETAIL&SCHEDULE ALUMINUM ANGLE BRACKET DETAIL 3 NTS ifi0142 ®5 II/2 ISSUED FOR PERMITTING S2 5 7 EXHIBIT 2 Location for La Retama Park Public Art Donation Sculpture location: site location is at the corner of Peoples Street and N. Mesquite Street, indicated in yellow on the map of La Retama Park below. tect ' V'‘Ie0OeS" _...40gageg ad111111k 11111 . Schatzel Street /1/1/ � i �� 8 EXHIBIT 3 INSURANCE REQUIREMENTS CONTRACTOR'S LIABILITY INSURANCE A. Contractor must not commence work under this contract until all insurance required has been obtained _and such insurance has been approved by the City. Contractor must not allow any subcontractor, to commence work until all similar insurance required of any subcontractor has been obtained. B. Contractor must furnish to the City's Risk Manager and Director of Parks and Recreation Department one (1) copy of Certificates of Insurance with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City's Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies, and a waiver of subrogation is required on all applicable policies. Endorsements must be provided with Certificate of Insurance. Project name and/or number must be listed in Description Box of Certificate of Insurance. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-day advance written notice of Bodily Injury and Property Damage cancellation, non-renewal, material change Per occurrence- aggregate or termination required on all certificates and policies. COMMERCIAL GENERAL LIABILITY $500,000 Per Occurrence including: 1. Commercial Broad Form 2. Premises—Operations 3. Products/Completed Operations 4. Contractual Liability 5. Independent Contractors 6. Personal Injury-Advertising Injury AUTO LIABILITY(including) $500,000 Combined Single Limit 1. Owned 2. Hired and Non-Owned 3. Rented/Leased WORKERS'S COMPENSATION Statutory and complies with Part II of this (All States Endorsement if Company is not Exhibit. domiciled in Texas) Employer's Liability $500,000/$500,000/$500,000 9 INSTALLATION FLOATER Coverage shall be in the amount of the appraised value of Artwork. Coverage shall cover transportation of Artwork From point of origin thru installation and acceptance of City of Corpus Christi, Parks and Recreation Director. C. In the event of accidents of any kind related to this contract, Contractor must furnish the Risk Manager with copies of all reports of any accidents within 10 days of the accident. II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers' compensation coverage through a licensed insurance company. The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers' compensation coverage provided must be in statutory amounts according to the Texas Department of Insurance, Division of Workers' Compensation. An All States Endorsement shall be required if Contractor is not domiciled in the State of Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A-VII. C. Contractor shall be required to submit renewal certificates of insurance throughout the term of this contract and any extensions within 10 days of the policy expiration dates. All notices under this Exhibit shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi,TX 78469-9277 D. Contractor agrees that, with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers, officials, employees, and volunteers, as additional insureds by endorsement with regard to operations, completed operations, and activities of or on behalf of the named insured performed under contract with the City, with the exception of the workers' compensation policy; • 10 • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any, cancellation, non-renewal, material change or termination in coverage and not less than ten(10) calendar days advance written notice for nonpayment of premium. E. Within five (5) calendar days of a cancellation, non-renewal, material change or termination of coverage, Contractor shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be.construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this contract. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self-insurance carried by the City of Corpus Christi for liability arising out of operations under this contract. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this contract.