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08/07/1991 Contract Documents Contract No. KJ-002. site Electrical & Temporary Power Benson Electric Table of Contents I. Contract Aqreement A. AlA Document A101/CM B. Public Construction Bond C. certificates of Insurance II. Submitted Bid Proposal by Benson Electric III. Biddinq Documents A. Volume I, Bid Group 1 Bid Documents B. Volume II, Bid Group 1 Technical Specifications C. Addendum No. 1 D. Addendum No. 2 E. Addendum No. 3 F. Addendum No. 4 THE AMERICAN INSTITUTE OF ARCHITECTS . AlA Document A101/CM CONSTRUCTION MANAGEMENT EDITION Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STlPULA TED SUM 1980 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED. This document is intended to be used in conjunction with AlA Documents A201/CM, 1980; B141/CM, 1980; and B801, 1980. AGREEMENT No. KJ - 002, Bid packaqe 3 - Site Electrical & Temporary Power made as of the Seventh Hundred and Ninety-One. day of August in the year of Nineteen BETWEEN the Owner: Board of County Commissioners Monroe County 500 Whitehead Street Key West, Florida 33040 Benson Electric P.O.Box 6206 Key West, Florida 33041-6206 and the Contractor: the Project: New Monroe County Detention Facility Stock Island, Key West, Florida 33040 the Construction Manager: Morrison-Knudsen/Gerrits the Architect: Hansen Lind Meyer/Gonzalez The Owner and the Contractor agree as set forth below. Copyright 1975, @ 1980 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Re- production of the material herein or substantial quotation of its provisions without written permission of the AlA violates the copyright laws of the United States and will be subject to legal prosecution. AlA DOCUMENT Al0l/CM . OWNER-CONTRACTOR AGREEMENT . cor,STRUCTION MANAGEMENT EDITION. JUNE 1980 EDITION . AIAI~ . @1960 . THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE. ~W., WASHINGTON.. D.C 20006 Al0l/P.1 -lQRn 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modifications issued after execution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein. An enumeration of the Contract Documents appears in Article 7. ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for (He,e insert the caption descriptive of the Work as used on other Contract Documents.) Bid Group 1, Bid Package 3 - Site Electrical & Temporary Power ARTICLE 3 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work to be performed under this Contract shall be commenced on the date as established in the Notice to Proceed. and, subject to authorized adjustments, Substantial Completion of the Work shall be achieved not later than (Here insert any special provisions for liquidated damages relating to failure to complete on time.! the time indicated in Section 00350, Milestone Schedule. AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT . CONSTRUCTION MANACE\'E-';T EDITION' JUNE 1980 EDITION. A1A@ . @1980 . THE A\IERICAN .,<:T" ~L:rHITtr-': ..,-~- "_ ' '.I':;-~' A':T '\.. ':. ",\'.'.CLli''':r.Tn'~ :-' (" .\ 1 111 'C'vI - 1ql1fl ') ARTICLE 4 CONTRACT SUM The Owner shall pay the Contractor in current funds for the performance of the Work, subject to additions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of Sixty-Eight Thousand, Five Hundred Dollars and No Cents..$68,sOO.00. The Contract Sum is determined as follows: (State here the base bid or other lump sum amount, accepted alternates and unit prices, as applicable.) A. Base Bid............................................. $68,900.00 B. Alternate No. 3-01 .........................(Deduct) (400.00) TOTAL $68,500.00 ---------- ---------- ARTICLE 5 PROGRESS PAYMENTS Based upon Applications for Payment submitted to the Construction Manager by the Contractor and Project Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided in the Contract Documents for the period ending the Twen t y- F i f th (25) day of each month as follows: (Approximately) Not later than Thirt (10) days following the end of the period covered by the Application for Payment, Nine t y ~rcen11 9 ~o) of the portion of the Contract Sum properly allocable to labor, materials and equipment incorporated in the Work and Ninet percent ( 90 %) of the portion of the Contract Sum properly allocable to materials and equipment suKably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner; and upon Substantial Completion of the Work, a sum sufficient to increase the total payments to One Hundred percent (10 ()/o) of the Contract Sum, less such amounts as the Architect shall determine for all incomplete Work and unsettled claims as provided in the Contract Documents. . (1/ not covered elsewhere in the Contract Documents, here insert any provision lor limiting or 'reducing the amount retained alter the Work reaches a cer~in stage 01 completion.) e4yments due a~ unpaid und~ the Contract-Documents ~all bear int~rest from the date paYQ;lent is due ~t the r1e eotered below"pr in the absence therel)t, at1he I~JI rate"prEXailing attflx rlace &f tke P!}{jeCl. (~re insert any ratA, inlerest agr~ upon.) (Usury laws aoJ r"r/uiremenls under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations al the Owners and Contractors principal places 01 business, the locatIOn ." the Project and elsewhere may aHect the validity 01 this provision. Specific legal advice should be obrained with respecr to dele/ion, modification or other requlfements such as written disclosures or waivers.) AlA DOCUMENT Al0l/CM . OWNER-CO"TRACTOR AGREEMENT' CONSTRUCTION MANAGEMENf EDITION' JUNE 1980 EDITION' AIA@ . @1980 . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A101/CM -1980 3 ARTICLE 6 FINAL PAYMENT Fmal payment, constituting the entire unpaid balance oi the Contract Sum, shall be paid by the Owner to the Contractor when the Work has been completed, the Contract fully performed, and the Architect has issued a Project Certificate for Payment which approves the final payment due the Contractor. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follows: (ht be/ow the Agreement. the Conditions of the Contract [General, Supplementary and other Conditiom!. rhe Drawings, the Specifications, and any Addenda and accepted alternates, showing page or sheet numbers ;n all cases and dales where applIcable) I. Bidding Documents: 1. Bid Group 1 Bid Documents for New Monroe County Detention Facility Volume I Table of Contents, Pages 00001-1 thru 00001-3 Date May 22, 1991. 2. Bid Group 1 Technical Specifications, Volume II, Table of Contents, Page 00001-4 Dated May 22, 1991. 3. Addendum No.1 Dated June 3, 1991. 4. Addendum No.2 Dated June 5, 1991. 5. Addendum No.3 Dated June 6, 1991. 6. Addendum No.4 Dated July 3, 1991. II. Submitted Bid Documents by Benson Electric 7. Proposal Form, Dated June 1, 1991, Pages 00103-1 thru 00103-4. 8. Schedule of Unit Prices, Page 00133-1. 9. Contractor Evaluation Form. 10. Lobbying and Conflict of Interest Clause. 11. Swor-n Statement of Public Entity Crimes. 12. Non-Collusion Affidavit. 13. Subcontractor Listing. III. Accepted Alternates and Options by the Board of County Commissioners, in their regularly scheduled meeting on August 7, 1991: o Alternate No. 3-01 (Contractor retains ownership of temporary electrical materials), in the deductive contract amount of ($400.00). IV. Post-Bid Documentation o Execute and submit 00610-1. Submit with Progress Payment Requests, attached 'Contractor's Affidavit of Release of Liens', Page 00908-1, which will replace 'Contractor's Affidavit of Release of Liens', AlA Document G706A. Substitution: attached 'Puhlic Construction Bond', Page o AI'" DOCUMENT Al.1/CM . OWNER-CO~TR^CTOR AGREEMENT. CONSTRUCTION MA."AGEMENT EDITION' JUNE 1980 EDITION. A'A. . ~1980 . THE AMERICAN ',",STITUTE OF ARCHITECTS 173S NEW YORK ,WE N.W. w","". -' '. ",- A101/CM -1980 4 7.3 Temporary facilities and services: (Here insert temporary facilities and services which a,e different from or in addition to those included elsewhere in the Contract Documents.) Reference Contract Documents 7.4 Working Conditions: IHe,e list any special conditions affecting the Contract.} Reference Contract Documents BY: "Approved as to Form and Legal Sufficiency" ~ i!J1 BY: . ~,., / . 0 _ ~orneY(~iZ€~ \ DATE: -:r - ZS-9J (Seal) Attest: DATE: ~fJl'l!4J1~ This Agreement entered into as of the day and year first written above. OWNER Monroe County Board of County Commissioners ,,~~f\~aJ _._~ . '-~ BY: -. .. - . CONTRACTOR ct'~~ U0 ~ s ~J2?:~~~L ~~ BY: ITS: ITS: Mayor/Chairman AlA DOCUMENT Al0liCM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION MA'<AGEMENT EDITION' JUNE 1980 EDITION' AIA<!'I . @1980 . THE AMERICAN P,,,("'" Tf ( ,- ','~rHiT[CT<:;, 1-15 ~[\\' \'01\< '.\':: '. '. \\'\Ul!'",~:('.'< DC :!nfi06 A101/CM -1980 5 Bond Nunber 0945 1000 POBLIq eoU'~RUC'XQ. DOID '. Shor1eline of the Florida Keys'lne. DBA. BY 'l'HIS BOND, W. Bensoo Electric . -. , e&D Principal And ~ican Barling CatpmY , A corporation, aa SU%'ety, ac. bound to Rn."l1'l" of Colmty Ccmnissi~s lb1.roe httreJ.n oallod OWnor, in thQ sum of $ ~ 'irn 00-- tor Pilymf.mt Of Colmty whiQh we b1n~ "~&littlve8, our haira, porooraal reprOBGn1:4tiv88, SUcoosaora, ~nd assigns, jointly and severally. 'I'HE CONDITION OF THIS DOND i. that it PrinaJ.pall 1. PertoZ'ma the contraot datCllS AtgUSt 7 , 19..2L., between ~xlncili!al. llnd ~ol:' conatru<;ltl.on otsi.., RI_'i~1 " ,'...,.",,'" __, _ -lb>roe t:lfi"'ill/~~ '!iH <ftpil'"ii>a~ th1e bond l>y reterence, at the time. and 1n,~he ..nner pr..or1~.d in the oontraot} and . 2. Promptly mAkes payments to all olaimantu, au do fined in 8action 255.05(1), Plorida Statuto., eUPP1Y1ng Prlnntpal with lobo~. ~Atn~ialM, O~ u~pplie., U~od di~.ctlY or indirectly by pringipal in tho proaeout!on ot the work P~OV!ded tor in the aont~act, ana 3 · Pay" OWner all 10...., dall4!Je., oIl<pone.", co.te. end Gttorn..y'. ta.a, including appollate proceod.i.n9a,lthat Owner aUlilta1no b80ilU8e:t ot 4 detcult by Pr!notpal under the contraot; ana 4. PortQrms the guaranteo ot all Work ..nd tnaterJ.al. oturlli...l~,,~ Uftd.~ th. ~un~~GOC rar ~u t1.. apoo1f1ed in the contract, thon this bond ia VO!d: otherw1.. it rea.in. !n full toro.. Any Cbon;o8 in or under the aontraot documente and oompliano. witb any tOl:'mOlitiea oOnnected w1th the o~traot or the Chang.. doe. not affect SurotY'a Obl!qation undor th!. ~Qnd. ~TI ON OM-n"-... ? , 10~. Dr (AB AT'l'oRHIY IN FACT) Albert Ella, III Florida Resident Agent American Baldi ntT Catv:anv ~ CNANI 0' SURl1'Y) \ . 07/36/91 PUBLIC CONSTRUCT%ON BOND 00610 - 1 l~ ~~~~~,~ I NOtARY . . t'lfINnt'AI. 0""'('( IN _ '.~~UJ." (,OlJ,NTY v INDIVIDU^L ^CI<NOWLEDCEML:NT .' Stato 01 F ~ County 01 ~~ On t11is ~tl clay 01 boloro mo personally came .d.D.k__",J__t1___ to me Imown and l(f\own to mo to I)e 1I \0 person ..cri\)oc.l in "ml who oxocu tho loro{Joinn instrumont, and thereupon duly aclmowlec1aod to m the sarno. ~Qilz;z________._ Notary Public CORrOR^ TE on r-1I1M ^CI<NOWLEOGEMENT Stato 01 ~Io ;"ol..c:L County 01 Mo,,", n~ On this ~ day 01 ~~~ , 19C1L. boloro me personally appoared ~~ r\ \.oJ.. '?Q-k..~~ .~ to mo \<I10Wn who boing duly' sworn, did depose and say that ho residod in tho S~ ~~Eb~ ('.~-l. ~JjOY\ MJ-e and that he t the ~41t- ' 01 g~-Jh . ~~,fj~,,"--~<=....dJ~-fB~i= ~2he corporation described in and whicl1 exOCrJlod tho lorogoing instrument; that ho l<now lhe seal 01 said corporation; 1I1at tho soal allixocl to said instrumont was . SUCll cor~orate seal; that it was alfixed l)y orelor 01 the Board 01 Directors 01 said Corporation and tllat ho signoel his namo thoroto by Iilw ordor. ~a~g)~.J:i4_~________. Notary Public HCfavv Pu!;!ic, Sfc:te of rbidlf 11.11 (o~;;:::~;,~:; !!,:w.:. .;~ :;'Jc. ,:" "I n..... , . i"i, :;.l., HOtloed r~ru iruy h..i~ -lll~ur~ilCO '0(" ,~ . SURETY ^CI<NOWLEOGEMCNT " I i I I State 01 Counly 01 Florida HillsborQU}h On this -2. day 01 _~ o' 'I ~__~~o_' boloro me personally appeared _~ E~.!~_~_______.___.., who beina by me duly sworn, did depose 3nd say that he resided In 1I1e _ Tanpi, Flori~ · and that he is the ^llorney-in-FaCI 01 AMERICAN nONDINC COMPANY the Surety do~cribod in and which executed tho ,Ioronoin!) instrument; that he \<neY" the ~~eal 01 tho ~aid Surety: that the seal atlixocl to said instrument W3S such surety seal; that it was allixed by order 01 the Board 01 Directors 01 said sureYithat l1e Jgne~( ;,111'" ame tl1ereto by ordor. ~NUJ ~ ~ N~~;~;'~~tLarge :..~!~~..( p~l;li~-- ", QlmmIsSIon ~ Aufl5t 2811~94 l.- I 1- -~~~ I r1iCR'diPi 'nIC,uLtI'd.N'A ~tfl('( 'IL.. <"'I~~ ",."~I.L'i C'OCNTY .. .... ,,___;.....0- C:W"","AIl: UI\u ~ tQQ1. v ~ ~..~...~....._:;; ~-'~~="'1"'':'.'''''~,t..~............ _ ~.~ , ,,,MERICAN BONDING COMPANY PASADENA, CAI..IFORNIA A S'rOCK a:MPANY 0945 N~ 1000 PCWER OF A~ AMERICAN BCNDING CCMPANY, a Nebraska Corporation, having its administration office in the City of Pasadena, State of Califomia, does hereby make, constitute and appoint ALBERT ELlA III or EVELYN D. ROGERS of Tampa, Florida as Attorney (s)-in-fact, with full power and authority hereby conferred to execute and deliver and affix the 'seal of the corporation thereto, if a seal is required, for and On its behalf as Surety and as its act and deed, all of the fOllOWing classes of documents, to wit: any and all bonds and undertakings, recoqnizances, contracts of indemnity and other ..ribngs obligatory in the nature thereof, which are or may be allowed, required or permitted by law statue, rule regulation contract or otherwise, for any single obligation, regardless of the number of instruments issued for the obligation. This power is construed to be used fot any and all bonds in an amount not to exceed Two Hundred Fifty Thousand ($250,000.00) AMERICAN BeNDING <Xr1PANY further certified that the following is a true and exact copy of Article VII St~tion 3. of the By-Laws of AMERICAN .8CM)ING CX1>IPANY duly adopted and now in force, to wit: SECI'IOO 3. All bonds, undertakings, recognizances or other written obligations of the corporation shall be executed in the name of the corporation by the president, any vice-president, secretary, any assistant-secretary or the treasurer, or by such other persons as may fran time to time be properly authorized. The president, any vice-president, the secretary, any assistant-secretary or the treasurer may appoint. or remove resident vice- presidents, resident assistant-secretaries, attorneys in fact, agents or other persons who shall have authority to issue and deliver bonds, undertakings, recognizances or other written obligations in the name of the corporation. The corporate seal is not necessary for the validity of any bonds, undertakings, or other obligations of the corporation. The signature of any authorized officer and the seal of the corporation may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, or undertaking of the corporation; and such signature and seal when so used shall Ivlve the same force and effect as though manually affixed. 0'" :u:!: -00 "'", zo C:i! 3:m OJ" ~~ a:: z,. Oz ....0 z< :u2 mo 0_ ." ,. ." :J: o .... o Cl o ~ IN WI'INESS WHERmF, AMERICAN BeNDING CXl1PANY has caused these presents to be executed by its duly authorized officer and its corporate seal affixed, 'this -L day of _Novemher, 19B9. STATE OF CALIFORNIA <XX1NTY' OF IDS ANGELES On this 4 day of November, 19~, before me a Notary Public, personally appeared the above-named officer of AMERICAN BeNDING CXMPANY, a corporation, known to TTlE tn toP tl", uersnn and offjce! pxecuted the above Power of Attornev on behalf of thp corporation and acknowledges the corporation and acknowledqes the .corporation V,)luntanly executed the same. ?;t. ,I. ~. Notary Publ~-tl 0' @ on'IClAL SEAL - M. S. RODRIGUEZ .. '-OlA_" '1ILlr.( 4un..HIA 'lflfill( I',U O. .'1('( I'" I.~ "filIC;HLlri; ('Ol',.,y My CommISSIOn upores Nov, 3. 1993 CERTIFICATIOO I, the undersigned, certify that I am the Secretary of AMERICAN .8CM)ING CXMPANY, a Nebraska corporation, and that the attached Power of Attorney remains in full force and effect and has not been revoked; and furthennore that Article VII Section 3. of the By-Laws of said comp:my as set forth in said Power of Attorney, are now in full forrp IN seal of TEST!:MCNY WHEREoF, I have hereunto subscribed my name and affixed the ,:;;;;y th1, -L- day o~ ~ ~'~': '-J {:Y~E~~,~~ Secretary~ ''(~illt~ the COllX'rate ~9S~~~.~,~U:Xil~. *.. ~,.. -" { .. . 1~<1~/ ~/~~ ('.'1.'," .. I t, THIS CERTIFICATE IS ISSUI;O AS A MATTER OF INFORMATION (INL Y ANO CONf(F1~ NO RIGHTS UPON THE CERTIFICATE HOlDfR. THIS CER11~ICAT'!. DOE:S NOT AMtNll, EXTEND OR ALTER THE COVfJ:lAGE AFFORDED BY THE POLICIES en ow. !.. ('Ot.~r'ANY B Lr,ll PI Ecnpire,.. F.t~~.}~_~1a_ri.~_e ,.., P;~:)>Y.~ ,. HORAN INSUflN~Ct {IGwey, INC. P,O BOX 184 SU;'..~M~mANO KfY, Fl 33042 COMPANIES AFFORDING COVEf~AGE . .....1.. C(W;.>ANY A LETTER Ameri5:~{l.!l_ _~~,9-f~_~.s. t~~~a 1 Ins. ~'.o ~.__ It'~Sl~6;e lin" of the Florida Keys Tne. d/b/a Renson FJectric- P.O. Box 6206 Key West, FL 33041 COMPANY C LEntil COMPANY D LETTER COMt'ANY E LEITER I . ( . .. .., .,., -..... "',"---'.,-~~..~,-L~!',^~"""'''~--''~-- ........,~l----~~---~~ -:'i\',.; .\II::~~':~__.. ," ....,:.,..+::":.~.~~.~Ml~~:;:I:.~:.j~~~.R~~~~~;6}~~,,~~.t~rl\.~l"':i\t:_.'.:".. ' I' I hI"; I~ 1 V Cf I; lit.. 1 Ht.~ ~'(IlIGiU. 0~ 1I.~UfI^NCE llSTE1l9ClOW HAve flHN ISSU~DTO THE INSURED NAMrn AIlOVr fon THE POlle,. PUl:OD IN[)'~'t.H I'. t. :.1 I', " HSl A';:,II.Ci A~,' AL OU'r:l~ll ';1, 111:r,\ 01: C,)I\tJITIOli or AN'! CONTRACT on OTH[~ DOeu"'tNT WIHI RESPECT TO WHICH HIS rEp.'-lfIC" TE 1,It)' e; :~.'.,!';I' <.;: ~'^Y I'll. t."., 'H~ 11l"Uh^',ct ArF0r,P[(l r,y Tllf PO'.lCIf.S orSC~IB:.D HEREiN 15 SUBJECT 1(';'-'.\ 1>1;: T~~\'S, E),ClJ'S'OW:, ^N~l Ce'NPI TI(':'~' or SU':>! PO'. ,,:.f;. ...} " I ..! . 'Tt".' ,..... t (.: jr~:,I.J';/,',;~,~ l' 'j (.fNr"t\lllASllllY J ~. I A ~Q 1 ~;;.',:~:.;.:" ~,''-:~:;:I.~:,:':' I X II f':';:'<"'<:;::~:" P:f ,,!:!~: i X 1,,"_.,:.1: ;::"' II.','.! !tj: ".Ji'l'-;" ..l'.'~' 1 ~x. C'.'.";<".I~. ; X 11,,-.,1 :.."',' f::II,:"!.: 1:1' , . I r~l ~<':",h" ,"'.; , ' POL :e,' '~'.; \1~- c- ;,"; r.. ~~rr; 11..: (,~ ~; 11/',i :1r:-'!'''; 1\.1\...." 1:..1.1-.:".:" of<. [1,', . ~ ,'.": _ V: 1 . , , __ _,.._ ... .i l"~f'~: IT" lHkl~ 1"1 TI10V5A~DS ------1 U i U:.'., , r I ' ~,,-':'1r.:' 1".I,ll ;~~~:,+~t"C" : 1ot;~~Fro I $1000 G1P9102514 4/17/91 4/17/92 PER~~(J'J-~~ :1:--~r)4V s Hanger CL716679 11/1/9J 11/1/92 I ~c\" _I $ ~:~. . ~"""'Y"": $. l~'~':':"~" s ~ ~~ ~ '-'1 I : (. :.: ~ ...; '. to' i S ~. 0(10 . ,.::', l.:.l:. . . ~ :. ;:. p ~..' iz,-,~,~'::.~, i $ I .. i , I -- - ,-- i' ;...... -, I~..'~ '~- .:-- +Ji ' I :, l ~l>: i Alil(l~\'-",,,c~ Llfkil1l' , !. . i ~ \ . J JR -1 r f ~ I r : : r' ,: .;. ~:. A 1 ~ '. r :\! i~~7 '~(;rd ~ E.( l '=C:. LiAf:I,:1 Y . ~. I ;1.\',':' . :. <0 I (" , '.. I ~ "') . ~~: ':.' ~.;., :.:.l . ':".' ,",1; I j., .1..... t,. ';> I ~,; " r',\:.\_ I h ':: I :"'." ,I. ~ ~ I '. j I ;:' .', :'11' Y,PkU H!-- C(.l~or'l"",^.110N AN" {~':"I~H .:.-~'~ > '. I p,': ~ ",[ .f:';il. { .1': E~1r'L('Hr;<, LIAf<',IH' \l\l~~'t~.! (/\;,"(''':, -'1:1 (>1 HI R ~~r ~~_~;.' I '..:)~. 01 :)~'i H/\' :~.\'.:.;.I~ (I..,": 10r...:~;.~v[ II.CI.l=" ~:;'Sj:'rC~A. llE '~~~.:.. ecrU ficatc Holder as RdditionaJ insured .r ~.~ :i:'if ~:~:",r~':l';":':~;l~.i(,;,'i;:j.-t~~it~ " bnroc~' Co':RoarCl ot' c<;mrnl ssion an I.. ~rrison-Knlldsen-Gerr.i ts 5090 Jr. College Rd.-Stock lsland Key \-Jest) n. 33040 ";~H:.~;r.j;{'~~-~iID~t.\~..= ~:~'':k~~~~dl " " ..'".1>. .~ . '.. ....,.. ,'.,.. '......'.... __ } :.' :, ~,,".-,"''' ......,......;,0- i :!:r..rfl'{ir~;~~i:;~~.T' . :.~ ~~"'It........l .,. $HOUI.O ANY 01' THE A80Vf DESCRllifO 1>0~ICtES BE CANC~!:"LHJ Bt~ORE 1 H~ EX. PIRATION DATf THtRfOF, HE ISSUING COMF'ANY \I!ILL ENDEAVOfl 10 MAIL 60 DAYS WRliT' I e 70 THE CERTIFICATE H)LOEFl NAMEn TO llll L"FT,I!UT FAIl.URE 10 nCE SMAll IMPOSE NO O!lUGAlION 011 LlAtlll1l Y OF ANV KINO UPON , ITS AGENTS OR REPR!:!:;'fNTATIVES AUl HorllZ!':) nE: f'ne ~ T .!.- ,- ' . i .,~ T':UJ~:.."l~ ::.;:: ~.~;:,.. J;;;'. I"";l .':4. ;;......f'JI. "1,4;'''''''1' ,'~ ,.Y 'h<'d~'~',;<-:'." ". . ~. ~ . ... Employers Self Insurers Fund Board of Trustees Thomas S. Petcoff, Chairman, Lakeland Paul S. Mears, Jr.. Vice Chairman, Orlando Greg C. Branch. Ocala John A. Gray, Leesburg Robert L. Noojin, Tampa Robert Siegel. Miami CERTIFICATE OF INSURANCE ISSUED TO: Monroe County C/O Morrison, Knudsen/Gerrits P.O. Box 5283 Key West, FL 33045 . . This is to certify that Electric .P.O. Box 6206, Key West, FL 33041 being subject to the provisions of the Florida Workers' has secured the payment of the compensationj?y insuring Employers Self Insurers Fund Shoreline of the Florida Keys, Inc. dba Benson Compensation Act, their risk with the Statutory-State of Florida COVERAGE NUMBER: 0830-08457 EFFECTIVE DATE: October 1, 1991 Employers Liability $500,000 (Each Accident) $500,000 (Disease-Each Employee) $500,000 (Disease-Policy Limit) EXPIRATION DATE: April 1, 1992 REMARKS: This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be construed as extending coverage not afforded by the policy shown above or as affording insurance to any insured not named above. ~ V~wa ~~~ 10/1/91 Summit Consulting, Inc., Administrator Employers Sel..l LlH:iUrerS .F uuti /sjg 9/24/91 Datt: AAlmlnlstered and serviced by Summit Coasultlag, loc. P.O. Drawer 988 · Lakeland. FL 33802 · Telephone 813-665-6060 or 1-800-282-7648 (Florida) · FAX 813-667-1528 ./' /' '" r.: ) (p~'\ SEC'lIO)l 00103 . . '. .. .. ; PRO~AL PORK i ~~ BId PaCkage )10. 3 site Blectrio.~~' T..porary Power '., : ;"', : BID TO : MODOK COUN'l'Y - CLBJUt OP COORTS 500 waZTBBEAD STRBBT BY DS'1', PLORIDA 33040 BID FROM: ....:" . . -t BENSON ELECTRIC P.O. Box 6206 KEY WEST. FL 33041-6206 ,", ~' f , ~ ..to ~ r.' 'I! I; The undersigned, having careful~y examined the Work and reference Drawings, Specifications, Propolal, and Addenda thereto and other Contract Documents for th~ co~.fruction of: . ~ t Bid Package 110. 3, site',Electrical , Temporary Power and having carefully examined 1 the site whe~e the Work is to be performed, having become: fa.~iar with all local conditions including labor affecting the cO.t thereof, and having familiarized himself with material availabi~i*y, Federal, State, and Local laws, . . ordinances, rules and requlat.i~ns affecting performance 'of the' Work, does hereby propose to- furnish all labor, mechanics, superintendents, tools,' ma~iial, equipment, transpor~ation services, and all incidentals'necessary to perform and complete said Work and work incidental heteto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issUed thereto. : ~ 1 . ... The undersigned further certifiet that he has personally inspected the actual location of where the,~ Work is to be performed, together with the local sources of sUpply and that he understands the condi tions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of" any subsurface or other latent physical condition which coula be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 06/01/91 PROPOSAL FORM // .-;:/ ./ / ,,/1/ </ 2. 3. 4. 5. 6. 7. .... :>-:~'." i: 1. Mobilization General Conditions Permits .. X~:.~ :.!'~i.I" ~.. ',1: i B~l Bonds Primary Feeder Duct Temporary Power, inclUci'ing Site Lights ,". '; Owner Option No. 3-011 · - Temporary Power Maintenance personne~n \ Materials Mark-up For maintaining tamporary power, for duration of projact, estimated at 12 to l8 months.? '; if. ..... Per hour, for (l);1icensed electrician, including burdenl ~verhead and profit. :' l\,. $ . 8,000 $ 1,500 $ 1,300 $ 1,400 $ 21,700 $ ~ 000 ~ , . lti! ~ $ 35.00 IHr. includes truck , 'I 1 and tools Per hour, for (l);)1elper, including burden, overhead'a,tld profit. ~;i '~ .r: For maintaining e~~porary power, 'for duration of project, estimated at 12 to 18 months. tor maintenance materials, provide~mark-up percentage to include exped~_t4ng, overhead and profit. $ 13.00 IHr. in addition to Journeyman rate above only -._ .I I- 32 " +10%IOV +20% Profit t= Plus freight cost :j >f t",;' ;i ci1J-2 06/01/91 l'RVPOSAL FORM / // //..... . ~i' ~ ~.>" ~ ~. . . 8. Alternate No. 3-01: In lieu of Owner owning and retaining tempo~ary electrical materials and facl1Jties, Contractor will keep. Enter net Cb.nge and whether change is an add or deductffrom base bid. Net Change i;:ilase bid for Contractor C'Wl"l i nq tempo1"il'ty I. I ectrica1 lIlateri~ls: Circle eithet ADD or DEDUCT. . ~1- XUB / D~O.~CT $ (400.00) ft ~ / 7)~Jp vt .tt (~ ) Db 7 ~ '1 l-f t>~~ V'y\.4M.C(..j '"P~.r.eNI- 60 1\1 &. LS /lJo* ~ u; ~ #... '.' ,,1 -rleftl .. TOTAL BID, $ ~~ 'rOO~ ----==-==-- III'trdsl .si~k-t~~<UJ& NI~ ~ hu '" ~ -r;;er-- DOLLARS ,:. .; ; ~_' u.; TOTAL BID, it~~s 1 thru 6 (figures) . . i' .".' :~ . if! ~, ~~ ~~ .; . : ..~ ~ ,'< :-- Ji-3 06/01/91 . PROPOSAL FORM ',i , ;/ " v I j,' " \ ,). ,: I acknowledge receipt ~:rddenda No. (s) 1, 2,3 & 4 . . I have included pages :~l~~hrough 4 of the proposal Form~, and attached the required B , security~, Unit Price schedule~, contractor Evaluation pO.: ~, Lobbying and Conflict of Interest Clause X , sworn siat~ 'ent of Public Entity Crimes.-L, Non- collus1:'Oi\Affidavit_tl': and proposed Subcontractor lfSITng X · (Check mark items abov.~ aa a reminder that thev are inclUded.) , . Mailing Address: .. , Be;nson Electric , .. .... .~ pOiaox 6202, 6409 2nd Terrace, suite 5 , : 4. Phone Number: K.r.West, Fl. 33041 ~'.! ~ 30Si296-3940 fax 292-9774 Date: 7 /10 /9/ I ' ii I:t. '. ! .~ "x 1";;1,",. . \t'l:, I ~ ~':I": i ~ . ! ~: '.'- Signed: w cJO~~ '1>A~ Iv (Name) ;~Ii 1,"1 ;" . ,," \\.e.s; ~ (Title) \ll:f ~ it': , . ;. ~~ ,f '" , '~ ; r. witriess: ~~.~L' (Seal) . ;~ .:. I /(- . I:", .. 1 ". I'" I:: . I,: " #-4 06/01/91 PROPOSAL FORM . "- - - - ~ -+':'" ..C!'IO. 00133 ,-,- -~ '~l Jl:~'l F'.01 ICBlDULI or VW%~ ,aICI. II. '."U,. .0. J lite Ileotrioal . ~",o~arr Power The tollowinq unit price. ahall qovern, where applicable, for additions or d.du~tion. from the requir...nta of this contract. 1. DeBcrj.Rt~QD 4" Fiber Duct, material only, not includin9 tax. 2. concrete, for Duct Bank Application, material only, not including tax. RemOVAl of unsuitable material, and di.poaal ott-aite. Inclu4e .ll.permits and f.... suitable borrow material including deliv.ry, spreading and compacting. 3. 4. 06/01/91 Unit $/lt Unit price $I..~ $/cy ~ $ 65 ,:.~ $/cy $~~~ $/cy "'~ $ d1 )c'f \ SCHEDULE OF UNIT PRICES 1 CONTRACTOR'S QUALIPICATION STATEMENT NEW DETENTION PACILITY STOCK ISLUID, PLORIDA Completed form should be typewritten. Please attach information if the form does not provide enough space for your answers. The Undersigned certifies the truth and correctness of all statements and of all answers to questions made hereinafter. Submitted to: Morrison-Knudsen/Gerrits P.O. Box 5283, 50'0 Junior College Road Key West, Florida 33040 (305) 292-7845, fax I a,a-'.'7 Contact: Phone/Fax: 1. 0 Is your firm a: (X) ( ) ( ) ( ) Shoreline of the Florida Keys, Inc. d/b/a Benson Electric P.O. Box 6206 Key West, FL 33041-6206 John W. Peterson. President (305)296-3940 (305)292-9774 FAX corporation Partnership Joint Venture proprietorship Submitted by: Name: Address: 1.1 How many years has your organization been in business as a Contractor? 2 years l.2 How many years has.your organization been in business under its present business name and current management? 2 years 1.3 Under what other or former names has your organization operated? William Benson, Inc. 1.4 If a corporation, answer the following: 1.4.1 1.4.2 1.4.3 1.4.4 Date of Incorporation: 3/10/89 State of Incorporation: Florida President's Name: John W. Peterson Vice-president's name(s): Sheila M. Peterson 1.4.5 1.4.6 Secretary's Name: Sheila M. Peterson Treasurer's Name: John W. Peterson OS/22/91 CONTRACTOR EVALUATION FORM 00450-1 1.5 If a partnership, answer the followinq: N/A 1.5.1 Date of organization: 1.5.2 Name and address of all partners, note whether or not currently with partnership, and number of years involved in partnership: 1.6 If a joint venture, answer the following: N/A 1.6.1 Number of years operating as joint venture: 1.6.2 List projects which have been completed by joint venture, names of owners, contacts, and phone numbers: 1.6.3 Number of years each joint venture party has been established: 1. 7 If a proprietorship, describe organization and name principals: 1.8 List states and categories in which your organization is legally qualified to do business. Indicate registration or license numbers. List states in which partnership or trade name is filed. Include any other applicable licenses necessary to perform subject work in the designated location. Florida Pennsylvania New Jersey Washington, D.C. OS/22/91 CONTRACTOR EVALUATION FORM 00450-2 1.9 Is your firm, organization, or any key employees involved in any litigation of any kind? If so, please explain in detail. No 1.10 List key employees, which are of a professional or management level, along with the number of years they have with the company, and the number of years they have in the construction industry: John W. Peterson - Ow-ner/qualifying agent. 2 years Benson Electric, 23 years overall Luke Ackiss - Foreman/Licensed Journeyman, 6 years Benson Electric, 8 years overall Sheila M. Peterson - Owner/Ex. Secretary/Personnel Mgr. 2 yrs. Benson Electric, 4 years overall Daina D. Katubi - Office mgr./Accounting 5 ye?rs Benson, 6 overal: 1.11 Number of permanently employed craftsmen (designate if your firm employs more than one type of craftsman): 6 craftsman 2.0 List size of project your firm normally contracts for: () $ 25,000 (x) $ 100,000 (x) $ 250,000 (x) $ 500,000 (x) $1,000,000 () $2,500,000 () $5,000,000 + 2.1 We normally perform the following work as our specialty: Design build, Fire alarm, Security systemns, etc. Florida State (Unlimited) Certified Electrical Contractor EC;'j: 0001085 2.2 We perform the following work with our own forces: All phases of Electrical construction 100% OS/22/91 CONTRACTOR EVALUATION FORM 00450-3 2.3 We normally subcontract the following work: Excavation Metal fabrication 2.4 state the percentage of your work that you self-perform, (your specialty), of your total work: 100% 3.0 List three recent, current or typical contracts awarded to your organization. Give name of project, owner, architect, contract amount, percent complete, and scheduled completion date. Include contact name and phone number. 3.1 Monroe Count Jail - Life Safet Renovations Whltehead Street Key West, FL 33040 M.K. Gerrits - Genera1.Contractor H.L.M. Architect $110,000 100% complete 3.2 Scotty's - addition and alterations 2811 N. Roosevelt Boulevard Key West, FL 33040 Eaton Construction Co. John McKay (407)855-6248 Taylor-Mcvay, Inc., Architects 100% complete $150,000 3.3 T.G.T. Fr~drlY - Npw Rp~ti'lnri'lnt/hi'lr OVerseas Market North Roosevelt Boulevard Key West, FL 330~0 K1auder & Nunno Ent. Bill Ha1se (305)456-2702 Hugo Monsanto & Associates Architects 100% complete $85,000 OS/22/91 CONTRACTOR EVALUATION FORM 00450-4 3.4 Have you ever failed to complete any work awarded to you? If so, note when, where and why. No 4.0 Do you have "in-house" design capability? If so, please describe. Yes _ oesign build' with building department review and approval 4.1 Do you have "in-house" value engineering capability? If so, please describe. Yes _ state certified electrical contractor, cannot seal drawings but can make field changes with as builts or recommend re-design to engineering department 4.2 Do you have an "in-house" shop drawing program, which includes expediting and review? If so, please describe. Yes _ shop drawings received by purchase order and turned around (2 days) to the field, for review and submission to Owner (2 days) 4.3 Do you have an "in-house" safety program, and do your forces adhere to it? If s~, please explain. . Yes _ daily"tai1 gate talkll before starting each day Employers Self Insurance Fund Semi-Annual reviews 4.4 Do you have an "in-house" material purchasing procedure? If so, please describe. Yes _ Specialty & volume standard materials are bought by Purchase Order and ship to job direct 5 0 A . d? . re you 1nsure . Yes 5.1 Name of ins~rance company: See attached Address of 1nsurance company: Phone number of insurance company: Contact: General Liability Workmens Compensation Vehicle Insurance OS/22/91 CONTRACTOR'EVALUATION FORM 00450-5 5.2 Worker's Compensation Experience Modification Factor: .95 6.0 Are you bondable? If so, please state to what dollar limit. If not, please explain why. Yes $1,000,000.00 6.l Attach a financial statement, audited if available, including contractor's latest balance sheet and income statement showing the following items: Attached A. Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory, and prepaid expenses): B. Net Fixed Assets: C. other Assets: O. current Liabilities (e.g., accounts payable, notes payable, accrued' expenses, provision for income taxes, advances, accrued salaries, and accrued payroll taxes): E. other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus, and retained earnings): F. Name of firm preparing financial statement and date thereof: 7.0 Excluding material purchases, what percentage of local contracting participation would you utilize on this project? Oescribe proposed plan on how you will use local participation, and state percentage and describe computation. Joint venture with other local Electrical Contractors to man the job with approximately 50 men maximum 100% local labor force - not more than 10 men per contractor 7.1 Number of years your organization has been established and working in Monroe County, Florida? 13 years OS/22/91 CONTRACTOR EVALUATION FORM 00450-6 8.0 Dated at Key West, Florida this 9th day of July 19 ql Name of organization: By: Title: P Shoreline of the Florida Keys, d/~?J~~~ esident Inc. 9.0 Mr~: John W. Peterson being duly sworn deposes and says that he/she is the Presi6ent/Agent of shoreline of the Florida ~eys, Inc. d/b/a Benson Electric Contractor(s) I and that answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn before me this 9th d~y of July Notary PubliC:~~. ~. 19 -9.l... My Commission Expires: 'M(!ft! ~V-!;7, ~~,:~~ e~ r!::.ri~c: My (em,,;~~;:~': ::;;:~:; ~:'t.. I ':l, iI~3 londeJ, T:"u Tr~1 ic::r. ~ b:'L'r :;h\ol inc. OS/22/91 CONTRACTOR EVALUATION FORM 00450-7 ~ PA TIENCE ACCOUNTING AND TAX SERVICE INC. >HONE 13061741.'84' P.O. BOX 503 SUMMERLANO KEY, FL 33042 . April 09, 1991 The following Income Statement and Balance Sheet have been prepared from the records of SHORELINE or THE FLORIDA KEYS INC. as of the close of business on December 31, 1990. Our preparation of these Financial Statements did not include the application of any audit procedures in accordance with prevailing standards of professional practice. Therefore, these statements are deemed not to be audited by this firm. ~\<~ · W- Marilyn Sommerhoff I' /' I . SHORELIBE or THB PLORIDA KEYS INC. UNAUDITED INCOME STATEMENT 01/01/90 - 12/31/90 GROSS SALES NET SALBS ~ Ql. SALES Purchases Equpiment Rental Subcontractors Permits & Plans Total Cost of Goods Sold GROSS PROFIT WI SALES OPERATING EXPENSES Accounting & Legal Advertising Automobile/Truck Bank Charges Depreciation & Amortization Donation Dues & SUbscriptions Employee Benefits Entertainment Insurance Interest Office Supplies/postage Payroll Rent Taxes - Payroll Travel UtilitieS/Telephone TOTAL OPERATING EXPENSES NET INCOME rROM OPERATIONS 601,658.53 265,727.04 953.05 10,992.18 3.818.50 281,490.77 13,059.05 1,546.50 13,406.55 143.79 32,817.38 335.00 749.72 9,200.57 4,342.46 18,768.42 6,037.75 6,576.58 167,363.04 2,889.25 13,673.45 2,226.32 4.042.30 601,658.53 <281.490.77> 320,167.76 <297.178.13> 22.989.63 I . SHORELINE OF THE FLORIDA KEYS INC. UNAUDITED BALANCE SHEET 12/31/90 ASSETS Current Assets Cash on Hand & in Bank Accounts Receivable Loans to Shareholders Total Current Assets Fixed Assets Machinery & Equipment Less Accum. Depreciation Total Fixed Assets Other Assets Deferred Charges. , Covenant Not To Compete . Accumulated Amortization Deposits Total Other Assets TOTAL ASSETS LIABILITIES Current Liabilities Bank Overdraft Accounts Payable - Trade Payroll Tax Payable Total Current Liabilities Long Tera Liabilities Notes Payable Notes Payable - Automobile Total Long Ter. Liabilities TOTAL LIABILITIES CAPITAL Capital Stock Total Capital TOTAL LIABILITIES AND CAPITAL 130.87 78,095.92 9.815.64 100,047.55 <47.698.74> 20,000.00 <1,333.33> 1.300.00 5,831. 01 91,511.19 2 . 381. 06 43,887.50 10.646.55 100.00 88,042.43 52.348.81 52,348.81 13.966.67 154.357.91 99,723.86 54.534.05 154,257.91 100.00 154.357.91 '..........,..I.......,..~I- ____ _ _ _ ___ __ ____..........................1. --.' . See.. ...InstnIcIIo.... **........ '5-DI01" .f3"o.'" CO IMple,.,NeIIllllcatleA....- XH 65-0109618 Dle90 507 9999. I SIiORILINE O! TH! .r1.01ID1 IBtS IIC I It Clet'~aIIlI/. PO BO% 6206 0305 ~:J.._19 K!T illst PI. 33011 I Tot.IllMlI(HISo.aficInllnlc:tllllll s I~i:~~r , Check.ppIlcebIe llaUI: (I) Inlllll rtturn (l)'1NI fMuM (3) 0.,..111 IIdcImI (4) A-*d return G CItIdI tfIiIlloIllf thiI is III S COfpolltlon subject to ttIt cOfllOllCl"" .uCI.t ~ '..Mel_ 11.1 ......a.. (...lftWlICtlOllt IlItore ctlICklnI ttIlIlIoIl) . · H Ent.r INIIlbll ohlwehold"l in "'- COfporltlon M.... of "'- ... ro' . . . . . . .. ...............~ c.utlon: ""Nde ontr". 01 ~ ~ Ind flllpenH$ Oft'" f, ,.. _ ,..1NIttIJt:tJoM lor more inIonrIMIon. 1. GfClllnaiplsorules I ~ 01 (,5" It LturttllrllSllllhllaw...I klll~ 1c . . 2 Cost of &GOds sold (Schedule A. liM 7) 2 I 3 Gross profit (subtrect line 2 from line Ie). . . . 3 ! .. Net pin (loss) from Form 4797. Part II. line 18 . . .. - 5 Other income (see instructions) (.tt.ch schedule) . .. . . I & To'" income s Combine lines 3 throu h 5 . · 7 Compensation of officers . 1 Ie Salarles.nd waps I It le.. jobl credit .Jc i'l ~ Ie -; 9 Repllirs . · 110 Baddtbtl. . . . to . 11 Rents. ...... 11 j 12 Taxes . . . . . . 12 113 Inter..t . . . . . ,. 14a Depreciation (see Instluctlons). . It DepIKiation reported on Sc:htdule A.nd elsewhere on return . ! c Subtract line 14b from line 1.... . . . . . . . . . . I 15 ~ion (Do not deduct 0111114... 4.plet1on. See Inttruetions.) t II Ac:\Vtrtlsina . . . . . . . . . .II 17 PenIb'a. profIt-sher... etc.. plana. . . 1; 11 Employee benefit pro..ms . . . . . C. l' Otherdtdudlons{.tt<<hlCheduAt) . . 20 Tobldtductions-AddlineS7throush19 . . . . . . . . . . . . . . . . . ~ 21 Ordlna income lOss from ttadt or business activities-Subtract line 20 from Ii 22 Tax: . Exe... net pal$llM ineome tax (.tt.Kh schedu") . . . . It Tax from Schedule D (Form 1120$) . . . . . . . . f c Add linn 22. .nd 22b (".Instructlons for additional taxes) I 2J paymenta: l: · 1990 estimated tax payments . . . . . . . lie IL It T8Jr. deposited with Form 7004 . . . . . . . 211t i c CreGlt for Federal tax on fuels (.ttAKh FOtm 4J 36). . . . . . 130 4 AdcIlinu23athr0Ulh23c . . . . . . . . . . . . 0 . . . . . . . . . 23d a 24 Enter.ny penIIllJ for undetplllMnt of estimated tax-Chec;k . if Form 2220 IIlttlched. 24 25 To dH-lf the total of lines 22c .nd 24 Is lira" than line 23c;1, ent., .mount owed. See instructions for depositary method of payment. . . . . . . . . . . . . . . . ~ 25 26 Ov.rpayment-If line 23d is larJer than the total of lines 22c and 24, enter lmount overl)lid. 2. r mounl of 11M 26 u want: crill ",,,tel tu . 11f.... 27 Under ~"ies of perjlllJ.1 ~ tN, 1 ha~ eDIllitwd tllil ,.wrn.lncludlnt ~ Id1eduIn and Nt'lMnU. _nd ta the but 01 my klmWlldp IllcI bellIf.1t Ii true. (' JfllCt. IIld CDIIIpIIt& DIl;IeI.tlon of ".~ (oUltf tIIIll ~ II OIIa1ln1ann1tlon of whlc;h ""PI'" .... ..., knoWledp. .............. .................... ...................... .-......... ....... f~ 1120$ Department of the TIe_UIY Inll1nallt~ S.,.,icI . of eIedIon .111 I CIIIIJIOfItion 2/" IkltINts codt no. _ St** 1nItIudIDna) u.s. Income Tax Return for .n S Corporation P.., ...... 0..... wlst. =:r ".".. . . *, . 140 11 1. " tl l' JO 2t . . . . . 2b nit . . . . . t . . Please Slcn Here ~ S,",tu'p 0' oHler' ~ Ti!1e 'lid ,,.parer's Use OD" =:'~. ~.L.--./. 'i' FiIm's neme (or . yaunlfself~ ---- .. .4 "U,\C:.. ..J""-=- lI:. I ~ I: #~ .0 p.el OMS No. lM~01lO ~.O o .) ~ ___-l~.~ j' __.__ _ 0 - _0- 4 fc'~ 11205 om\ // ~... 2 'arM 11201(1990) _ COlt 0' Goods Sold (See in5tructions.) . . . . . . . . . . ~7t, at. 3 1 Inventocy at bejlnni"l of ~ear , . . . . . . . . a Purcheses . . . . . . . . . . . . '. . . 3 Cost GI tabor. . . S ':-' ~ ~",:J~ J. .t:I .t -r:. . . . ... Additional JKtlon 263A coats (He inatructlonl) (.tt.ch schedule) ~ Other costs (.tt<<" JChflIUM) . 5 To1.l- Add lines 1 throulh 4b. . . . . . . . . . . . I InventOl'Y at end of year . . . . . . . . . . . . . . . . . . 7 Cost of aood5lOld-SUbtract Iin. 6 from line 5. Enter here and Of' line 2, pap 1 . . . . . .. Chec.~. thodI UMCI for valulne closlnt Inventory: (I) Cost (II) lower of cost or market ..'descrlbed In Rqul.tions section 1.471..4 . (UI) Wrlttdown of "subnormal" 8QOdus described In Reaulatlon...ction 1.471.2(c) (w) Other (specify method used .nd attach ellpl.natton~ - .. .. .. . . .. . . . .. .. . . . . . . . ~ . . . .. . . . . . .. . . . . .. . . . .. . . O. . . . . . It Check this box if the LIFO Inventory method was adopted this tax year for.ny loads (if checlttd. ittaeh form 970) . . · c If the LIFO inventOfY method WM VIed for thil tall ye.r. enter pereentap (or amounts) of clollnl inventory computed under LIFO . . . . . . . . . . . . . . . . . . . . . ., Ie d Do the rulu of section 263A (with respe<:t to property produced or tcquired for relllt) apply to the corporation? . . e Was there any chan.. ill dwtermimna quantities. cost. or V.IU.tlonS between openi"land clO$l"I il\vtntory7 If "Yes:' attlch explanation. . . . . . . . . . No No Addltlon.tln'ormatlon Required (continued from v-..'; 1) Did you at the end of the tax ye.r own, directly or Indlrectlv, 5()4J6 or more of the '10llna'lock of. domestic corpor.tlon? 'or NItS of .ttrlbutlon, ... Metlon 2G7(c). If "V., II .ttlCh . schedule Ihowinc: (1) name, eddress. and employet' identifatton number: .nd (Z)percentqe owned. J Refer to the list In the l~truCtiOnl .nd ttat~r prlncl~l: (I) 8ullnesuctlvlty. ... ~. ~ ~ .f'.~! .r.'?f.: . . . .<I.!'!r.~ (I. ~! !'.A.~ (2) Produc:l or 1ef'Ik;e. ..... ~ .1.:. !. ~ 1:! .'. ~ .. .. . . . .. . . . . K Were you,. member 0' a controlled poup subject to the provisions of section 15a1? . . . . . . . . . . . L At any aune dunna the tall year, did you hive .n lnterest in or a l'lMtU,. or other authority over a fiOlocill .ceount In a ,orewn country (such as a bank account, securities acc:ount, or other financial account)? (See InstructloM for ellCeptionl .ndfilincrequirementttorformTOF90-U.l.) . . . . . . . . . . . . . . . . . . . . . . . . If "Ves:' enter the name of tt. forel&n country. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . ~ . . . . . . . . . . . . . . . . . .. . . . . M Were you the I".ntor of, or transferor to. . foreian trust th.t existed du'i,. the current tall year. whwther or not you have any benefICial interest in It? If "Yes..' you m.y Nve to file Forms 3520, 3520-A. or 926 . . . . . . . . . N Durinl this tax year did you maintain .ny part of ~ lICcountlns/tall 'KOrda on. computerized system? o CheCk method of accounting: (I) 0 c.sh (2)0 Accrual (3)fgJ Other (specify). ................:.:..:.:..:. P CheCk thll box If the S corporation hIS filed or II required to file Form 1264, Application for Rqlstration of a Tax Q =tI1;.~if';.~r~~u~;"~~;Y';'';'d'debtl~;.M~;''Ii..:..;'~f: : : : : : 8 If so. the corporation may have to file Form 8Z81, Information Return fo, Publicly Offered Orl&inallsaue Discount Instruments. R If the cOrporlltion: (1) fUed Its election to be en S corporation .fter 1986, (2) was a C corpor.tlon before it elected to be an S corporation or the corpom;on acquired an asset with a blsls. d,t.rmined bJ reference to III basis (or the bals of .ny other prop.rty) In the twndI of . C corporation. and (3) taM net unr..ltltd built.ln pin (defined In section 1374(d)(1)) In excess of the net recosnlzed built.ln sain from prior ye.r., ent.r the n.t unrealized built4n pin reduced b, net recognized built.in pin from prior years Cse.lnstructiOns) . . . . . ... . . . . . . . . . . . . . . · S Check this boll if tM co ration had $ubc:ha ler C .,rnin $ and Of its .t the close of the tal .r see instructions) · Dest,natlon Of Tax Matters Person (See Instructions.) Enter below the shareholder _..ted II the tax m.tt,,, person (TMP) for the tall1tlr of this "turn; Name of L Identifying L desiln.t.d TMP' number of TMP , Address of L desianated TMP , H~ 1120112 HTF ,te, r1040 Label Is.. L ~ It OftIlll'I.l . . Use IRS .... L 0fIIfwiIe. M pINIIllftlI . lit or lWa I Exemptions ISM Insrudions on ptgI10~ " IIW)ftt """ I . depel"lII, .. InItIuctiont on pegI 11. Income AIIac:h Cop, I Of yo&r Forms W-2, W.2G, Iftd W-2P her.. '~donul have a W-2, ... page" AlIach dMIck or money order on top Of ",., Forma W-2, W.2G. or W.2P. Adjustments to Income ISee InsInIcIions on page t 7.1 Ad""'" Gross IncomI t4~ P.82 ~ olIN l'leMury ..~....I AeYw1ue SfrvIc:. U.S. Individual Income Tax Return .~~90 It).. 'or... ear.lll\. Ole. St. 1990. or ohM' lIll YOIJIlIrIt n.me IflCS irIIiII ,f. . 18 a.e No. 150tS-007. \'our ~ .....tr:...... ....... ';"'" ~..... . UII ftIIIlt .......... S-DIGIT 88 I.S-~o-S2JS 200-S0-1082 S07 '.lOHM .. C SHeiL"" PETeRSON PO BOX 1054 su .."aLAMO KEY ilL 3304 Z Clly. tawn or..- oIIICe. ... encI ZIP cocJe. (II you have .1In9' ...... ... ,..,. I., 33042 30 I- I Ola S Aclt no. . Yes want $1 to go to IhIS fund? . . . . . . . . . . retum doeS s want 110 to .. fund? . Vea 8ingIa (See Peoe to 10 find out . you an Ie _ heed Of houuhofd.) Marrtad limo JoInt retufn (even If only OM ..., InOomeI MatNd IIing ...,.... return. enler spouM..ICldIIMCUIy /10. *- end U neme here.. Heed cf houMhoId (Wilh QU8IIfyIng ptItOn). (SM .. 10.) . I't CJlIIIying peqon ill your child bulllCll )W ...... __.. cNd'a name heI..~ . er wIlh chlId died. " ,See 10. y........ · waur I*enI (or aomIOI'Ie else) CIn cIIIm )011 · · --.. on HI or her till J b . ~~;e~~.I&.~~~~~~~~~~~~2: : o Otpendtnte: "~I.,or............ .......... ......1lIIlllh (II NMlI_ ~ end IMI nemeJ" 1lICW....,....... .... ..JOlI :~- Co , ~ : I tI I:J.. ;a.. No. ....... ....... II .... No. If row ...... III II ... . .....,. ...6... L . ..,...... ::.::: ........ (- PIlI") No. ...... (1"-' .... d I ~ dlId cbl..... wi! you bfj iI CIIlmId .. JCU dItlIIldII1I "'* I pttoJ..,..... clltc;k !In. IX . . 7 Wages. ..... ...... {IIIIM:h Fom(" W.21 . . . . . Ie T.....ItIIer..1I'Icome (1JIaD MIlIch SdttKJuI8 . 'OWN b Ta.....,. ....lncomIlM pege 131. OONT IncIudI on"" . DIvidenct Income (aItJo eIIIICh SdteduI. 8 II 0VfII' $400} . , . 10 Tuable f'IIfunds ClIltllellld local income we... if any. tram worklheel on,. 14 . II 11 AIknony~. . . . . . . . . . . . . . . . 11 12 8uslneea lncomeorCloeel l.-.ch SChedule CJ . . . . . . . 12 13 CepIeI gain or (Ioeal (dIIdt ticJIedIM DJ . . . . . . . . . . 13 ,. CapIIeI gain dIaIrIlutlons no( ~ on line 13 (1M P1f111141. . 14 15 OIhergalna or (IoIaeI)(aIt4IchForm 4797j . . . . . . . . . . . . . . . . 15 tie TotaIlAA dI8IrIbuIIone . L!!!..L~ ~I !.J '..> f::: I. TUlIbII MICUII ... P9 14) lib t7. TClUI pnIDne IIId 1IlIlUIleIl..!?!.1.-.. , 17b TUIble IInOUIlI (all PIQ8 141 17b 11 Aentl, royaItiet. p.vtnttthlp' estatN. frusta, etc. (dIIch ~ E) . . . . . . . 11 tt Far", Income or (Ioe8)(daOh Schedule FJ . . . . . . . . . . . . . . . . t. 20 Unemployment c:ompenaatlon IlnautlnCe) (Me PACltII) , . 20 21. Social MOurtty b8nefiIlI. I 21. I '_. a;b ;'';abI~ ~.. ~ 1~ lib 22 OIher Income (list tiP8 tnd .,-,aunt-see page 16) .._._____ 22 23 Add the IIIlOUnIIIhOwn in Ili far' co/urM lor lines 7 22. ThIs. toIIIlnecIIit-:-~-.. 23 248 v_ ~ ClelldoI\ 110m 1A)Iic- ~ on page 17 or 18 248 b Spouse', IAA dIWcIcn, tonIlqlIcIbIe wabtleet on PIQlt 17 or 11 24b 25 One-hair of self-employment tax (see page 18) . . . . . 2S 26 Sd.~ hNlItI inuance deductlon. tom worksheet on .-sit 18. at 27 Keogh retirement plan and sell-.mploy8d SEP deducllOn . . 27 28 Penalty on early withdrawal 01 savings ...... 2' 29 Alimony paid. Recipient's SSN . _ 2. 30 Add linea 24a throu h 29. These are your tot.. ad .11nen'.. . . . . . . . .. 30 1 SubCract 11M 30 fIQm 11M 23. his Is your adJu.,,, g.....1nootM. ,.. amount It .... Ihan $20.264 and . child IIwd wiIh )'00, $.. p&ge 23 to IInd eM If ~ c.n cI.1m Iw "Eamedlncom8Cred!t"on.,.67. . . . . . . . . . . . . ' . . . . . ~ 31 104010 ~" -.., :l. 7.5" 36I 1 r OffICial Ecllllon Fonn 1GtO(1t80) Name(S) 32 Amounl~1Ine3t (~~olncOmet. 0 . . . . . . . . O. . . . T,x UtI CheeJI II: L.JYau went 815 or oIdef Blind: __ wee lIS or dder BlInd. CoIJ1Pu- Add .. number d.... checle:l1Ibove., enIIr..1DIII hn . . . . . . ~ alii I.tlon b .)'OUI' pnnllor 8OfI'leOI18 tile, eM dalm yw .. . dIpII~.. ctleck here. . ... Jilt . I you..1IIlIlTIIId 1Iing. ...... return eIld ~.....1Imlns ~ oryoo....cWI--~......._ P89t 19~c:hIck'" . . . . . . . . ~ [ · Your 8tandMI CIIducfIon (tam .. cNrt (or ~ ] a4 EnIIr.... on PlOt 20 Ilat __Io)lOUl 011 . ..... · Vow ,""',.. dMuotIoM tfIom Schedule A. "'" f7). r::1 d: '~~.-ch~A"dlecIc""... ." 161 as ~1ne34,"",,"32 . . . . . . . . . . . . . . . . . . . 31 MuIIIpIy a.ceo ~ lie IDIII ~ d ~ *"-d on"" Ie. . . . . . . . . . . 17 -- _............"IU'.....~....~::....j . . . . 31 EnIIf tu. Check I fn:lm:. IBJ TIX TIbIe. It U Ta" ~ or . Form .'5,.. PlIIII2t~ (If any is from Fom1(sl 1814. enter that amount here .. , t . . . . . 39 AddIlIonaI taxes (see page 21 t. Chectc If from: . 0 Form 4170 It Form 4972. . . . 40 Ac:tItu.,es38.-.c139. .. . . . . . . . . . . . . . . . . . . . . . . . ~ 41 CrecIl for ~ and dependetC Clt' expenses ("*" Fcrtm Hf'J. . 41 42 Cradit lor the eIcIetIy or !he dlsabI8d (aIt1IcIt Sch<<IuIe RJ . Q 43 Fore.., ta credit (aItJJch Fonrt ",SJ. . . . . . .. q (See C4 GtoeIaI busint.. credil ~ "from: rn.ucttant . 0 Form 3800 or It U Form (specifyl 44 on pege 21.1 45 end for prior ya., minimum tall (arrach FDmI BIlD1 J .. ... Add """ 411h1Ough 45 . . . . . . . . . . . . . . . . '1 Subhct line 4e from line 40. line 48 Is more than line 40 enter -0- . rea Self...emplo;ment tax (aIIadI SchtMIuItt SEJ . . . . . . . . . . . .. AIIemaIIve"*"mumIu(aIlIdtFormIl51]. 0 . . . . . '0. . . . . . 10 Rec-..e IlIxee (Me pege 22). Checfr If from: . Form 4211 It Form 1811 . It SocIat lICurIy tax on tip Income not NPOr*:IIO ~ (afbJcII 'omt 4'VI. . 52 Tax on an IRA or . quatIII8d retirement f)llIft (lI"'ch Fomr 63IIJ . . 53 MvItlCe aarned Income credit peymellts. from Form W-2 . . . M Add lines 47 tIir S3. ThIt. Iotal tu. . . . . . . IS Federal Income tax wilhheld (" en, .. 'rom 'orlh(.) 1011. 0fNNlIl. ~). . . . . . . . . . . . . . . . . II Payments 18 IHO estImeted tax paymentI and Il'nCQlt eppIied from 1NtllUn II 57 Earned lnoome CNCIt (lee .-ge 23). . . . . . . .. 17 51 Amount paid with Form 4888 (extension request) . . . .. .. Sf &cess toeial MCutiIy tu and RATA ... wIdIheId .Me PIIge 14) H eo Credit for Federal tax Clf'I ~ (dIcII Fam 4136/ . . . . . It Regu!M1d Investmenc compeny credit (attach Form 24381. 11 '2 Add linn 5$ 81. TheM ar. to... '1. . 13 " line 6218 more than an. 54. enter amount OVI!RPAID. . 14 Amount d line 8310 be MflUNDm 10 yoU . 15 Amcur4 01 line 83 to be APPLIED 10 YOUR '"1 !Sn.AnD TAX' :.. .. h If line 54 is more than line 62. enter AMOUNT YOU OWE. Attach cfleck or money onMr tor fuIt MlOIM1II'8Y1b1e to '1nternet Revenue SaM:e." Wril8 your name, --. IOcial MCunty runber. daytime phone number, end "'990 Form HMO" on it. . . . . . . . . . . . . . . 67 Estimated lax na see 2S . . . . . . . . e7 Under penlltieS 0' pequry. . dee'.re flat I have exlmW1ed lIl/s return and ~ IChtcltAes and slIlemInls. Ind to !he IleSl of "W ~ end beIief.1hey IIlltue. corretl.lIId cornpItIe. Dtc'aration II prepartr 100h" tlen tarpeyerlll based ClIl IN inIonnIlion 01 whiCh CW~" IIu any Ir~ ~ Your~~ '-_.w Check it PftlPllfe",1OCial HCUrfIy no. ..gnatu,e r r U'#I -__L., .'f ~ , 9 self.employed 265: SO: 8364 Finn's name (Or PATlENt~ ACCOUNTING & t SERVICE IHe. E'. No. 59 : 2105331 ~ if self-employed) ~ P.O. BOx 503 ZIP COde and IIddrees S'ummerfand Ke . FL I you want IRS to fgure 10llI tax. 1ft tnnuctIorw on page 11. . Cledlts Olher Tax. AtIach Forms W-2. W-2G. end W.2P to fIonL Refund or Amount rou Owe iign ier. 4IIU reparer'. . Only . .~. wv_ ,,"'.., .uMM&IM.AND NY. PL na4Z /3 P.SI 2 4. : : ~ " ... .. . " 12 A 14 . . . . . .'. 33042 . ."......-''',.,:~.'''--- '{ear End ~ / 1/1)0 Through 12/31/90 t ,'. 11 . '. (' ('. " tI n t s .",., (;~ t., ~""'l' :,' !"''''' t'!" ~ n 'f. ., ,..,... t "., r: .'rxrr.~~~~ O~!r. J-- () S ~; ~: I 1 ,.. ~: nsn ~ ~~ (' p 1 1 0 11 (> (I U S :\ d j u ~ m I'll l f"funf.s n ,.... n In f' .. " · '.. n '"' .\!, :~~o~'r: r ,~~ r,.. '1 ~ I) 'f' a Y I" Il 1 1 ~ : I '.; ,h' '" !" t : ~ ~, _ :1 .. .~, f: ;, i ;> \., : ~ 1 t Y T p': anI, r.}1:'l.l' (' ". (l 0 k k (' /;> p:i n e 8. ~ f" rT f> t :,,"j ~ ' tl sin ~ s ~ PUT' r- 11 n '" r' 1!,:i ~ :"11 F',;:p('ns('~ ::11' Loon Pnym...nt 1 a 1" i t :'1lJ 1,' n (I n a t ion!=; ~r""~i.&. : ,:. (' "'..1 n t 5: i: 31\(~ n U":S I :'r~<i'l"O~ !9p,.'nl!,loymron' I' ... ~'" r' :) Y .. ;', ~ ~ ' ~T""'. ',~':' ~: (; r (l r.: ~ ,,' ""; : . .... r ':'::..~;~~ :-"i:.-:'1)11 ^ ~ ~H' 1" ~to' Gras", rnyrol] t' () 1I l' If '" ~t 1 '!1 ~ 11 '" U !' n n C' (, I,":" J! a 1 r. r' I" r) :. f ,. (.. ~; '. i ;-. '!n~:I:':'IH'" :TP Octn Rp.p~~'III"'n~ :l ~ (~ '" .~ ~: 1 s ~. Sup p 1 ~ ," ~; ':':1 ~;'; ;,. r' 'i ~. r. r t ::' i 1"1!~ .:. ~ ~ ~ ; c;:....11 :11,(.nllS T ;I'tl; I' f f j (' ~ E '\: I' (. n ~ t::' -, ,... P c) ~ ~. ;-" ~.,:, 1': ' "! R '-' II ~ ,.,rmi~s 1 :-1 n '" ta~~ T)n~.'m!,lnym"n' ub-r:-Oll t t"<I':' t nt-c; I ~J S ,. l' i p Ii" 11 ~ . ~ "!. .1\ rill ,.-- " I ." l' {, q '<.' .1( J :i R E' n t ~: ~ ':1\,(.1 F":l"t"'r:~~(l~: "'hj I:. Pt::".'!1:-tS(' , }li ~- 1 . :_. ~-\ I ~ n ~: ,", ,h i /: l.~ F "f ' 1 I 1'1. (;; I 'i, E J L' C' l I 1 '. ;.., 0 ,.. ."" ~, ., .1 "l r, . !"! 7 7.000.0(\ P;O.OO ')0') ,,":" _ 11_ . to' I -" .,~ . _ l ....,., .,"'" '-:f'I .,...._.. _ I,:... ., "....., "1") _. ..".1.0'. . I' G70.00 ~,f)!1J.OO l~.!)~ r:~747.::!) 5.000.00 11.071).12 1~?lG.92 285.00 0.00 :;15.~~ 150.00 ~1')"l.r.2 r..::::~0.r:~ P.!)~O~l.~:'! 1'1.00 "~,~~2.'5n o.oe ~11.~5 ,.,-- .. (\ 2.350.05 40,033.4~ J4~.~R7,~l 2.30;!.22 21(;.00 4~OOr..2~ ':2C~.7~ 7()7.:')n f).ac r-" /fr- '.'_. ""'T-.' 'l , 800 . 0 0 GS.72 1:?~~.47 0.00 f) 7 ,-1. 11 0.00 ..., f\""'- -r ,I..,.J. i . 2.703.G8 Q3.G2 - ,., 1"1 ,.....,,, 2n!), 1~r,.r.O 13~OOO.OO "'.CO ~C~.. ~5 ~."o :?~p.. ~:~!:l.1')~ (\.00 875.!)O ~)~77.00 130.84 ~,C47.50 5,00C.GIJ n.ac' 1,P.1r:.92 ~O.OO ~1.S0 -~';'~.f,7 ~~~~a~ 1;!),~' "!",1')!):l.17 78~~~1.:!.! ~.a0 ?:1 . ~:1..~.~:1 1.37~.or 1.0~~.OO 1'-"" ro,.., 2,r.20.Cr. 40~1l2.r.G 88,100.21 2. o?~. :?1 no.e:0 :?,570.~4 , ,-,o~ ~" 1 ' I l .. 1 .. , ~ 3:0r.r..OCl ~~.I'\I') ... ~ r'l'" _ . . I.' ~ . .l4 (). ] R a.oo '" ..,~.., "'- 9S~.O::; 1~::?~:?::?1 3G,448.04 r,.!)~I').1'\7 ::? , S.1 '7 . C ' 3ilG.34 ~ :; I.' 1 ." c" t ." rl ^ (' (' 0 U 111 s ::::/::!1/90 '''.' F T1.-\ L J. TO;,~ i 599,r.43.";7 ::!().OOO.OO 450.00 4R5.72 ~~ ~--: r. : 0 , r,:! 9 . ~., ~,I'):1?.,n 1,54(;.50 ~,Gr.O.CO 143.7~ 11 , 7~4 . RO 10,000.00 11,079.12 3:G33.R4 :~ :]!) . 0 0 31.50 '-1,087.09 G8.1.00 r:7.1. :l:i 1:::,803.82 ...r;'i!~r.?.O-1 0.00 1BO,lG6.86 ~,~72.0r. ~,:::C4.:?"; -,_ n" 5,170.11 89,146.0R ~~3,577,42 ',>12.~G G~r..OO , r;,57G,3n 2:P.B0.::~ :3 : 7 ~l.:. .~ a "r.: "" -".)..... , ;~~ . ~ I 10J~<:3G.18 ~.').. 7~ ~:--;7(i !) :; :~ . 0 C; 2:22r;."~ ~G,443.;q 8,or;;"i.?2 -, ,:-: lO . -::: .- -./ 440, ~:l~ ~ f (~ '\, f . ,.. n "..: n ~~ ~ ""\0 ('" : I i. . ' t'-' , :' - : 1 , ,.r:;'~ :~ : :' 4 : nrkm('ll' r~ Cnmp""lI<;::lt j I.n () ! I;.. . . ..: nt' It ':-; I' '.. .~r. rxrr"~'o~~.~~ !~CO~1r "''{rr.\;<::r. ,"r~r: !' I.- n s () n r " ,., 1 ; 1 r, r.' (. t !~ : fO. T ~ n r"' !' : :..' f' ) ~ ~ r'r'yr'n~ ~ r"I,' '!' r r,.. ., '~:'I'II:) T!"':l~ lh !' 0 ~.. ~ - (, 11 ,\ ,1 \' ::t n r- t:.. .~ ~~~~np rJ0r!rir' '1 rr~cl1 f I.in.,. 'I f';I..... 1" fN,. ,~ P C~.!" ,., '" ~ r: f" .A. (j r n t1 p !! ,', fl 1 t h ,~ f'::,y)'n~'. .\,'1\.'anC'~' ,. p; :\ \' <:: r,' ~l co ',' T' ... "\ ~~~'t' . ,-..'\ ! r ~ !} I J 1 ~ ~ ~ i ' ,. ! (" .: ,,~~ r-\,'''' ~ 1~ n 1 1 ,," ~ f' \ ~ '\ ~ 1 .' ~! r: ~' ~;" r' n '~,' -~ ft () , T" ....(' i ..\ ~ , I I Y('sr En'~ , /(')0 Thl'nue-h l~ '~n '~'O , '.... '1 r. '0() 1 , ~~. ! . r. 1 0.00 "','),f)8~.G1 ~'7,7nl').05 -~~,44J.5P. -:~O.54~.84 ''',r:....r..1r: '~, ~r,r..::!r. ~.~O~.~~ -700.00 ~::!,7G~.n:! 23,300.00 : : , n:! 1 . ] 0 ~J.6~O.4r. 1,G4!l.~1~ 57G.OC 1,t1~O.~~ ::! 3 , 0:; 4 .~.~ 0.00 0.00 ~~,C!'i1.4i1 "',lGP,.~r. .:. ":" ''''0 ~ ':! ''1'' ~.~~~.7~ " ,,,, \,. . ,J ~a7:~~t"J.11 n,~~I'\'.'r. -~l:'iH-:.~r, -34,085.:?C' ~a.t');-:'l.ir. ~~:440..1'i :?,l)!in..12 -:?50.r.C 24,~95.2::l 41,400.00 ~.7~O.1:! 11,!lBG.34 , , ~OO . ' ~ ";00.00 r.,o.Or..";1 a.on (Ll'C r.co a.00. _ _ __ _ _ _ _ _. 4 _ .- .2:(ir.2.C~ s- ~r1~rt~~ ^r~nunts ,.,'.....,...,,, f'; ,. ,.. n , ' , , .." ,I ., ... "',"" ~, ... . r. . , 1~~1..1~ " . ~ n ,.~"':' J rOl . i.l ""\... .,... f") 4'\ 1 ~ 7 . 1 :: ~ . 0-1 ~.1, f::~f~. C ~ ~1. .~~~. :':'"' :'! ": . ~!)r.. :'~:1 s,:::r.o.n ('):')0. co t'i,Hi?.I\~ 7L700.00 ~~'J!j-;1 ",... 2j,r.O(i.~~ ~,440.r:: I,07C.00 8,2BF'i.7r. 23,0:";4.44 0.00 O.no 2::: : 0 ~ 4 . .11 -~.331.0~ ." ., :a: r o w J z ~ '": ~ I Qen ~ u en I SIK e; U Z ... ;:)0 IX ~ ~ ~ 1 ffi~Q ~ ......u "J a: CCI: '0 -lW . II! 0(.... Cl:C u (Y.~: !l!leg =~ -l ~ ~:;;~ r:' ~I~~ 8~ ~ ~ ~UJIt\ ~ II~~:': ~ g oco l:I ~. 00 cen ... ~~~ ~~ I~f~ ~ 00 :S ~ 5Ii$~.xu ..I ~ uE' ..0...... ~ CO \11 1.1 to- U..l c ~~w zw Q .._Ul I W..I W ~~ If' -, I ~ ~ ::z~ I f uu.... W ." ...."'~ 1 Q -lo.c w..... I LJ')..... 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I Ja: ~~ 21 [] COUNTY OCCUPATIONAL LICENSE 1991-1992 MONRuE COUNTY-STATE OF FLORIDA THIS UCENSE EXPIRES SEPT 2;" a E R 30, 1992 TAX COST AND PENALTY 1 &. ca 301-051-04 NrDilE"lR UNIT s: 10 E~R~RENT NUMBER CfUNI1S HERE: BENS~N ELECTRIC - PLEASE SEE BACK OF FORM SHORELINE OF lHE KEYS .,HE AaOVf LICENSEE IS ,HERESY P 0 80X 62C6 'LICfNSEllTO ENGAGE IN THE BUSINESS KfY.W.:ST fL 33041 PROfESSION OR OCCUPATIOH OF ';/'001 A <!JC' MIIlt-l'l ELECTRIC CONTRACTCR,~ t;.'-' V(Jt;) ~ IIlIC ~:t (f)_ C(f) ~~ ~~ O(f) "'m ;!!V5 0." :DC ~~ ~3! 2~ ~z (f) TRANSFER FEE :CERTIFICATE REQUIRED STATE CERTIFICATE NUMBER lAAKE ~ CHECKS ~~ ,HARRY f. KNIGHT, '.f.C. ,lAX .COU.ECTORl94~e403 p.o. BOX :1129 XfY WEST, FL. 33041.-1129 TOTAL DUE THtS FORM BEC()Mr~ A RECEIPT ()Nl v WHfN VA,UOATED BY RH'FIPTING MACH'N" ';~"~'f~J'; r~A.NSA('T'(''''J~!'I~.4P!.n 'lA" AN[lAM(l'_I~" "fI" U".,\'OCCltJWT r.tUJr..5IUt ~"$'j, Jj4CG 18.' ., " 19" 4(Y,;,iO" ""i'.',' LOCATICN: 'o40Y 2ND T~jRA~E SUI~E ~ ~.j~ THIS LICENSE MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS I I ~ " ., '.. THIS LICENSE IS FURNISHED IN PURSUANCE OF FLORIDA ITA TUTES ~ Ole ,~ ()O 410':' .. it 0- - a j~ ~ ~ ~~ I ~. a: ... ...~... 00 eO. o-lto- ..9.. I II- . o~, 0-00 0- w", ..~. t;Ge ~Ili z &II ~ ~ :J W g i ~ '" fl CLOw ;:)CllI: ~ ~:z ~sg ;:) (/) o - to) ~ B .. . "I 1;1 '~it' ;~1j .. w . &II :I: .. "'. &II e~ ..0 ~ Go IE WI ..... ~o &&.I W. ~a2 oa ... 0.... Ita &II"" ~.&.C ~qa . ....=i !is c=- "'.'" '" 0- g N cc-~ :: w ...N ,1. m ....... .. ~ uo. .. ::> I\N 0 Z... '" W:r: '" ... Y>> Cl& 0- .c ~ON'" o :a ... ..... La: alU" - UI~ 1\ li: ,.. MI- ~ ...~:: )-W"~ ~ :Md~ '"' cc."" ~ =.. 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Z CK..I)(W Vw ;,. ... g ....wC;ll .~ U CIt UClClID '-'w " uw ~ we ~ lI't~ ~ goGo W ~.QW ...~ '" ,...CIt ~ "''''..x :; '- ./ en .. W" en .. Ii: ch >= m~ a,w enw >-en w~ w en .- ZW .-z z4( z w U _II: W (j)Z lit II: U)O (.) 0 0 :;)0 :; :;) 0 1D4( ID 4( .."'.'" -t' Control 26957 No. c.tificate of CompeteDey for Moaroe Coulli)' Certi.&cace No. ~.r!~ ~~~ This Certifies that JOHN W. PETERSON. JR. P.O, BOX 1054 . P.. Due Ie 871 $75.00 ~,,$JjJ#$ Secretlry REC.I481835 11206 SUMMERLAND KEY. FL .no" QUALIFIED as a ELECTRICAL CONTRACTOR in good standing, and this certificate of competency is valid and in force until October J1, 19 91 / CERTIFICATE OF COMPETENCY FOR MONROB COUNTY THIS IS TO CEaTIFY THAT JOHN W. PETERSON. JR. EC 871 QUALlPIES AS A ELECTRICAL CONTRACTOR 10 aood ItaJ:tdl"" aDd WI CertifIcate upiNl_ OCTOBRR 11, 1001 ~~~ .' .. /IL .i .. __ '__" rv...'-' POLICY IIIUMBERCA 0-01-13-C;18-2 . _at,ons Page/Amended Oeclara"on page ...'h Ihe polICY jacket ,d.nl,I,.d by Ihe form and edlt,on dat. ,ndlcaled col'llpl.,es I". ~mp.~.d poliCy. 6908 1188 . .....*..o...,POI,cy no. 'o.m Ed. >ECL..R" T IONS '~MED INSURED SHORELINE OF THE FL KEYS PAGE 1 OF 5 BENSON ELECTRIC INC POB 6206 POIo~yE~,Jfcf~lol A.M. STANOAf&TJ.,lOltr1 T...E ADDRESS OF THE NAMED INSURED AS STATED HEREIN FROM APR 10. 1991 TO APR 10. 1992 HORAN INS AGCY INC PO BOX 284 SUM~ERLAND KEY FL 33042 . . 00-82474 ~~~J7/~ PROGRESSIVE AMERICAN INS. CO. 3802 COCONUT PALM DRIVE. P.O. BOX 31260. TAMPA, FLORIDA 33631 I. insuranc. afford.d is only with r.spect to such and so many of the following coy.rag.s as a,. indicat.d with r.spect to .ach d..crib.d .hicl.. Th. lim.1 of the company's liabilitv against .ach such coy.rag. shall b. II slat.d h.r.in, SuDj.CI 10 all Ih. I.rms 01 this pollcV .yinllr.f.,.nc.,h.r.,o. SCHEDULE OF 'OVERAGES AND LIMITS OF LIABILITY OVERAGES BODILY INJURY LIABILITY 1100.00~ EACH PERSON 300.000 EACH ACC. PROPERTY DAMAGE LIABILITY 50,000 EACH ACC. COMP OR FTCAC STATED AMT SEE SCHEDULE OF COVERED VEH COLLISION OR UPSET-STD AMT SEE SCHEDULE OF COVERED VEH ~SIC PERSONAL INJURY PROTECTION $10.000 LIMIT/PERS. SSS NO DEO. ITH WORKERS COMP UN/UNDERINS MOTORIST-REJECTED ON APPLICATION FULL TERM PREMIUM CHARGES $4030 FOR OED FOR DED 1267 632 303 FILING FEES TOTAL POLICY PREMIUM $0.00 $5.232.00 ATTACHMENT IDENTIFIED BY FORM NUMBER 05D (10-90) 1652 (05-88) 2011 (05-88) 2029 (05-88) 2068 (05-88) IVERS PAGE R ADDRESS PAGE 2 5 . COVERED VEH PAGES 3 - 4 ISSUED AT PROGRESSIVE AMERICAN HOME OFFICE P.O. BOX 31260 TAMPA. FL 33631-3260 PUC-N OTH-N lOll unde, Pa" I I is pavabl. II inl.r.st mav appear 10 named insu,.d and aboye lOll pav.e: P'o~ P,emium Bu8J;t: ".sp. Fil'/7 T77 91~06t"a'Fl: T 10.0 CAleSl J(~:..e No: RI~29 'hF.clor Us.d: "s'gned' By (5-881 INSURED COpy CVFL00101287L 1113.1 Lobbying and conflict of Interest Clause ,~~~ ~;~ warrants that it has not employed, retained or otherwise had act on its behalf any former County officer or employee subject to the prohibition of section 2 of Ordinance NO. 010-1990 or any county officer or employee in violation of section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former County officer or employee." tr.rq, 04/30/91 LOBBYING AND CONFLICT OF INTEREST CLAUSE 00425-1 SWORN STATEMENT UNDER SECTION 287.133(3)(&), ,LORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORK HUST BB SIGNED IN TUB PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 2. . This sworn statement is submitted No. 7~:tt:3 7o~ This swo n statement is submitted by 7~ ('c- wi th Bid, Proposal or for s;k ~~ 1. B.2.- ~ N (Name of entity submitting sworn statement) whose business address iSP,O. B01' ,,~c, J:ti.~ 'fD 'I ~ a.o ~ S'u~l1*S, ~ Vlh+ ,Fl. '32>0"/0 and (if applicable) its Federal Employer Identification Number (FEIN) is ~~- 010 9'~/B- .:L'f()~/~.3 3. · (If the entity has no FEIN, include the social Security Number of the individual signing this sworn statement: . ) 3.' My name is ~C>~ N ~ my relationship to the entity named above is 4. I understand that a "public entity crime" as defined in paragraph 287.133(1)(g), florida statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United states, including, but not limited to, and bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 5. I understand that "convicted" or "conviction" as definep in Paragraph 287.133(1) (b), Florida statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of 04/30/91 PUBLIC ENTITY CRIMES 00420-1 a jury verdict, nonjury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 6. I understand that an "affiliate" as defined in paragraph 287.133(l)(a), Florida statutes, means: 7. ! 1. A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The 'term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who ar~ active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 8. I understand that a ."person" as defined in paragraph 287.133(1)(a), Florida statutes, means any natural person or entity organized under the laws of any state or of the United states with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "Person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who ~re active in management of an entity. Based on information and belief, the statement which I have marked below is true in relation to the entity SUbmitting this sworn statement. [Pleas~ indicate which statement applies.] )( Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or 04/30/91 PUBLIC ENTITY CRIMES 00420-2 more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, AHQ [Please indicate which additional statement applies.] There has been a proceeding concerning the conviction before a hearing officer of the state of Florida, Division of Administrative Hearings. The final order entered by the hearing officer did not place the person or affiliate in the convicted vendor list. [Please attach a copy of the final order.] The person or affiliate was placed on the convicted vendor list. there has been a subsequent proceeding before a hearing officer of the state of Florida, Division of Administrative Hearings. The final order entered by the hearing officer determined that it was in the public interest to remove the person or affiliate from the convicted vendor list. [Please attach a copy of the final order.] The person or affiliate has not been placed on the convicted vendor list. [Please describe any action taken by or pending with the De r:~ of eneral s~.::.s.] [Sig ature] f / I Date. -; r r , I STATE OF --E.lor-\ clo- COUNTY OF MDV\ rt>.e...- PERSONALLY APPEARED BEFORE ME, the undersigned authority, -::Jnk t\ \oJ, ?-e-k..n...~ who, after first being sworn by me, [name of individual signing] affi~d his/her signature in the space provided above on this 9 day of ~,19CfI . - / =U~ -::D. .J:dd - NOTARY PUBLIC My commission expires: t:'~ar~ ~!:~.r;(, !'rn~eoHTerrlcr - My CO~r.;I~:l'<!:l E>:j)irc.; C - 'ond.d Thru Troy F .. C.. J 9, 1993 Oln . Insurance Inc. Form PUR 7068(Rev. 11/89) 04/30/91 PUBLIC ENTITY CRIMES 00420-3 NON-COLLUSION AFFIDAVIT I, d~~~ "\>e--~AJ of the city of k4 Wl&f according to law on my oath, and under penalty of perjury, depose and say that; 1. ) I am Yt-~ ( ~ of the firm of Sk"et~ q) Flo- s -:J:N '~NSet0 /. the bidder making the proposal for the p oject ~scribed in the notice for calling for bids for ~i ~~ ~ (L. , and that.I executed the said proposal with full authority to do so; 2.) the prices in this bid have been arrived at independently without collusion, consultat~on, communication or agreement for the purpose of restricting competition, as to any matter relating to such proces with any other bidder or with any competito~; 3.) unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder and will not be knowingly disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor: and 4.) no attempt has been made or will be made by the bidder to induce any other person, 'partnership or corporation to submit, or not to submit, a bid for the purpose of restricting competition: . 5.) the statements contained in this affidavit are true and correct, and made with full knowledge that Monroe county relies upon the truth of the statements conta7P- in this affidavi~n awarding contracts for said project. ~ n . LA.) ~~~ <-U- (signature of Bidder) 7~"f/?{ ATE STATE OF COUNTY OF -E],.,...;tJfl MDn n"\ ~ PERSONALLY APPEARED BEFORE ME, the undersigned authority, ;r;:\ n W, PI2...\- r..c-;l\Y) who, after first being sworn by me, (name of individual signing) affixed rT/i- his/her signatur~ in the space provided above on this day of ...:rVIJ ' 19j,L. ~~L:}J. -/:/ti- NOTARY PUBLIC My commission expires: "",..- Notary 'uMt. Sfa10 0' Florfda My Commi..sliJi1 Exrji!~~ t'"" 19, ":;3 "'mild Thrw Tr01 f"in 'lns~rQn<lln_ 04/30/91 NON-COLLUSION AFFIDAVIT 00430-1 ,- SBeTlO. 00440 PROPOSBD SUBCONTRACTOR LISTING 1. subcontractor: N/A J Address: phone: Contact: portion of Work: 2. subcontractor: this proposed subcontract~ on proposal Form: /'JIlt , of total Bid Price as t. Percentage delineated Address: Phone: Contact: Portion of Work: Percentage this proposed subcontrac~of total Bid Price as delineated on Proposal Form: ,. Subcontractor: IV /11- . 3. Address: Phone: Contact: Portion of Work: Percentage this proposed Subcontract delineated on Proposal Form: N/A- , is 9f total Bid Price as /'" ,. 4. Subcontractor: Address: Phone: Contact: Portion of Work: Percentage this proposed Subcontract i~of total Bid Price as delineated on Proposal Form: ~ t. OS/20/91 ~KUPOSEu SUBCONTRACTOR LISTING 00440-1 '1'AB~ ~ coll'l'Dl'la (Vol\111. I) 1. Bi44inq Docum.nt. section 00030 Notice of Calling for Bids section 00100 Instructions to Bidders Section 00103 Section 00105 Section 00107 Section 00109 Section 00133 Section 00135 Section 00137 Section 00139 Proposal Forms: site Electrical & Temporary Power site Grading & Caissons Concrete Foundations Site Plumbing Schedule of Unit Prices: site Electrical & Temporary Power site Grading , caissons Concrete Foundations site Plumbing Section 00163 Pre-Bid Substitutions Section 00220 Geotechnical Data Section 00230 Site Survey Scope of Work: site Electrical & Temporary Power site Grading , ~aissons Concrete Foundations site Plumbing Section 00303 Section 00305 Section 00307 Section 00309 Section 00350 . Milestone Schedule Section 00410 Bid Bond - AIA Document A310, February 1970 edition Section 00420 Sworn Statement on Public Entity Crimes Section 00425 Lobbying and Conflict of Interest Clause Section 00430 Non-Collusion Affidavit Section 00440 Proposed Subcontractor Listing Section 00450 Contractor Evaluation Form OS/22/91 TABLE OF CONTENTS 00001-1 2. contract Docuaent. section 00500 standard Fora of Agreement Between owner and contractor - AlA Document Al0l/CM, June 1980 edition Section 00600 Performance Bond - AlA Document A311/CM, June 1980 edition section 00610 Labor' Material Payment Bond - AlA Document A311/CM, June 1980 edition 3. conditions section 00750 General Conditions, AlA Document A201/CM, June 1980 edition section 00805 supplementary General Conditions section 00900 Application' Certificate for Payment - AlA Document G702/G703 section 00905 contractor's Affidavit of Payment of Debts and Claims section 00908 contractor's Affidavit of Release of '1 Liens section 00910 Consent of Surety to Final Payment - ALA Document G707, April 1970 edition section 00970 Project Safety and Health Plan section 00980 contractor Quality Control plan 4. Drawing. section 00990 Schedule of Drawings OS/22/91 TABLE OF CONTENTS 00001-2 5. QeDeral .eqalr..eDta Section 01027 section 01028 section 01200 section 01301 section 01310 section 01370 section 01385 Section 01395 section 01410 section 01420 section 01510 section 01520 section 01550 section 01560 section 01590 section 01595 section 01600 section 01630 section 01650 section 01670 section 01700 section 01710 section 01720 section 01730 Application for Payment Change Order Procedures Project Meetings Subaittals Progress Schedules Schedule of Values Daily Construction Reports Document Clarification Requests Testing Laboratory Services Structural Inspection Services Temporary utilities Construction Aids Access Roads and Parking Areas Temporary Controls Field Offices and Sheds Construction Cleaning Material and Equipment Post-Bid Substitutions Starting of Systems Systems Demonstrations Contract Closeout Final Cleaning Project Record Documents Operation and Maintenance Data OS/22/91 00001-3 TABLE OF CONTENTS SECTION 00030 NOTICB OF CALLING FOR BIDS ... NOTICE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on Tuesday, June 11, 1991 at 10:00 a.m., a Committee consisting of the Clerk of Courts, the county Administrator, the County Attorney, and the County's Construction Manager, will meet and open sealed bids at the Monroe county Clerk's Office, 500 Whitehead Street, Key West, Florida, for the following Bid Packages for the New Detention Facility on Stock Island, Florida: Bid Packaqe No.3. . . site Electrical , Temporary Power Bid Packaqe No.5. . . Site GradiDq , CaissoD. Bid Packaqe No.7. . . CODcrete poundatioD. Bid Packaqe No. , . . . site PlumbiDq All bids must be in the hands of the Clerk of Courts of Monroe County, Florida, 500 Whitehead street, Key West, Florida, on or befpre 4:00 p.m. on Monday, June 10, 1991. No Bids will be received at the June 11, 1991 opening. All bids, together with the recommendation of the County Administrator, will be presented to the Board of county Commissioners of Monroe County, Florida, on June 26, 1991, for final awarding or otherwise. All bids are to be submitted in sealed envelopes marked on the outside, "Sealed Bid for New Detention Facility, Bid Package No. ___, ," with the appropriate Bid Package number and title. Five (5) complete copies of the Bid shall be submitted with original signatures on each copy. Drawings and specifications can be examined and picked-up at the office of Morrison-Knudsen/Gerrits, 5090 Junior College Road, stock Island, Key West, Florida 33040, (305) 292-7845, in accordance with the Instructions to Bidders. Drawings and specifications can be obtained for the refundable deposit sum of $50.00. A mandatory pre-Bid Conference will be held at Morrison- OS/22/91 NOTICE OF CALLING FOR BIDS 00030-1 Knudsen/Gerrits' office on stock Island at 10:00 a.m. on Tuesday, May 28, 1991. Any questions concerning the Bid Documents shall be directed to the construction Manager, Morrison-Knudsen/Gerrits. Monroe county will automatically reject the proposal of any person or affiliate who appears on the convicted vendor list prepared by the Department of General services, state of Florida under Sec. 287 . 133 (3 ) ( d), F 1 a . stat. ( 1989) . Bid Security payable to Monroe County Board of County Commissioners in the amount of five p~rcent (5') of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The Bidder awarded a contract in accordance with this notice shall post a performance and payment bond guaranteeing completion and quality of the work under the drawings and specifications. The successful Bidder shall be properly licensed. Each Bid shall constitute an offer to the county as outlined herein and shall be irrevocable after the time announced for the opening thereof. No bidder may withdraw his bid within sixty (60) calendar days after Bid Opening. Monroe County, Florida, reserves the right to reject any or all proposals, to waive irregularities and informalities in any or all proposals, and the re-advertise for proposals. The Board also reserves the right to separately accept or reject any item or items of a proposal which it deems to be in the best interest of the county. DATED at Key West, Florida, this ____ day of , 1991. DANNY L. KOLHAGE Clerk of the circuit Court of Monroe County, Florida, and ex officio Clerk of the Board of County Commissioners of Monroe County, Florida. ( SEAL) OS/22/91 NOTICE OF CALLING FOR BIDS 00030-2 SBCTION 00100 INSTRUCTIONS TO BIDDERS To be considered, Bids must be made in accordance with these Instructions to Bidders. ARTICLB 1 DBJ'INITIOJl8 1.1 Terms used in these Instructions to Bidders which are defined in the General Conditions shall have the same meanings or definitions as assigned to them in the General Conditions. 1.2 Bidding Documents include the Advertisement to Bid, Instructions to Bidders, Proposal Form and Unit Price Documents, Bid Package Scope of Work and Schedule, Contractor Evaluation Form, other sample bidding and contract forms and the proposed Contract Documents including any addenda issued prior to receipt of Bids. The Contract Documents proposed for the Work consist of the Standard Form of Agreement, General Conditions, Supplementary General Conditions, General Requirements, Project Safety and Health Program, Quality Control Program, Technical specifications, Drawings, and other sample contract forms. 1.3 Addenda are written or graphic instruments issued by the Architect/Engineer through the Construction Manager prior to the receipt of Bids which modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.4 A Bid is a complete and properly signed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents. 1.5 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which may be added or from which Work may be deleted for sums stated in Alternate Bids. 1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if OS/21/91 INSTRUCTIONS TO BIDDERS 00100- 1 the corresponding change in the Work, as described in the Bidding Documents, is accepted. 1.7 An Owner option Bid (or option) is an amount stated in the Bid, which can be exercised by the owner through the construction Manager, for the corresponding change in the work as described in the Bidding Documents. This owner Option can be exercised at any time during the contract duration. The owner is tax exempt and reserves his right to purchase directly various construction materials and equipment that may be a part of the Contract. If the owner option is exercised, the construction Manager will act as a purchasing agent for the Owner. The Owner will, via his Purchase Orders, purchase the materials and equipment, and each Trade contractor contracting with the Construction Manager shall assist the construction Manager in the preparation of these Purchase Orders. The materials and equipment shall be purchased from the vendors/suppliers selected by the Trade Contractor. The Contract amount shall be reduced by the amount of the Purchase Orders, plus all the applicable sales taxes. Issuance of the Purchase Orders by the Owner shall not relieve the contractor of any of his responsibilites regarding material or equipment purchases or installation, with the exception of the payments for these materials. The Contractor shall be fully responsible for coordination, submittals, protection, scheduling, expediting, receiving, and all applicable warranties. 1.8 A Unit price is an amo~nt stated in the Bid as a price per unit of measurement for materials or services as described in the Bidding Documents or in the proposed Contract Documents. Unit prices shall apply to add and deduct change orders and shall include all overhead and profit. 1.9 A Bidder is a person or entity who submits a Bid. 1.10 A Sub-bidder is a person or entity who submits a bid to a Bidder for materials or labor for a portion of the Work. 1.11 An Allowance is a given amount to be included in the bidders proposal. From this Allowance, payments will be made by the contractor to the vendor for the specified service or product. The contractor will be reimbursed for the vendor payments via presentation of invoices in his monthly payment application, along with a stipulated mark-up percentage. OS/21/91 INSTRUCTIONS TO BIDDERS 00100- 2 ARTICLB 2 COPIBS OF BIDDING DOCUMENTS 2.1 Bidders may obtain complete sets of the Bidding Documents from the issuing office designated in the Notice of Calling for Bids, for the deposit sum of $50.00 per set. Deposits should be made payable to Monroe County, Florida. Bidders who submit a bonafide bid and return the Bidding Document. in good condition within (20) calendar days after receipt of bids, will be refunded the deposit sum. If pages are written on, drawings are torn, or if the issuing office considers the Bidding Documents unusable, then the deposit will be forfeited. 2.2 Bidders shall use complete sets of Bidding Documents in preparing Bids. Neither the owner nor the Construction Manager, nor the Architect/Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. ARTICLB 3 BXAMINATION OF BIDDING DOCUMENTS AND SITB 3.1 Before Submitting a Bid: 3.1.1 Each Bidder shall thoroughly examine all the Bidding Documents. 3.1.2 Each Bidder shall visit the site to familiarize himself with local conditions that may in any manner affect the cost, progress, or performance of the Work. 3.2 The lands upon which the Work is to be performed, right-of- ways for access thereto and other lands designated for use by the Contractors in performing the Work are identified in the General Requirements or Drawings. 3.3 Each Bidder shall study and carefully correlate his observations with the Contract Documents. 3.4 The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of Article 3 and that the Contract Documents are OS/21/91 INSTRUCTIONS TO BIDDERS 00100- 3 sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the Work. UIfICLB 4 INTBRPRBTATIOM AND OORRBCTIOM OF BIDDIMG DOCUXBNT8 4.1 Bidders and Sub-bidders shall promptly notify the Construction Manager of any ambiguity, inconsistency or error which they may discover upon examination of the Bidding Documents or of the site and local conditions. 4.2 Bidders and Sub-bidders requ1r1ng clarification or interpretation of the Bidding Documents shall submit their questions in writing to the construction Manager no later than ten days prior to the date for receipt of Bids. Any interpretation, correction or change of the Bidding Documents will be accomplished by Addenda mailed or delivered to all parties recorded as having received plans. copies of Addenda will also be made available for inspection wherever Bidding Documents are on file for that purpose. Interpretations, corrections, or changes of the Bidding Documents made in any other manner will not be binding, and Bidders shall not rely upon such interpretations, corrections, and changes. Oral and other interpretations or clarifications will be without legal effect. ARTICLB 5 "DELETED" ARTICLB 6 CONTRACTOR QUALIFICATIONS/CERTIFICATIONS 6.1 CONTRACTOR'S QUALIFICATION STATEMENT Bidders must submit as a part of their bid proposal, a properly filled out, and executed contractor's Qualification statement. 6.2 Each bidder must submit, as a part of his bid proposal, an executed "Sworn statement on Public Entity Crimes." OS/21/91 INSTRUCTIONS TO BIDDERS 00100- 4 - ----_._~.. -- --.. ---.- ---- -- -, "---- - 6.3 Each bidder must submit, as a part of his bid proposal, an executed "Lobbying and Conflict of Interest Clause." 6.4 Each bidder must submit, as a part of his bid proposal, an executed "Non-Collusion Affidavit." ARTICLB 7 BIDDIXQ PROCBDURB 7.1 FORM AND STYLE OF BIDS 7.1.1 7.1.2 7.1.3 7.1.4 7.1.5 7.1.6 7.1.7 7.1.8 Bids shall be submitted on the forms included in the Bidding Documents. .1 Bidders shall photocopy documents included in the 'Bid Package' required for submission of Bids. Pages shall not be removed from the 'Bid Package' documents for purposes of submitting bids. The return of Bidding Documents from which pages have been removed, shall result in forfeiture of the Bidding Document deposit. All blanks on the Bid Form shall be filled in with ink or by typewriter. Where so indicated on the Bid Form, sums shall be expressed in both words anp figures, and in case of discrepancy between the two, the amount written in words shall govern. Any interlineation, alteration, or erasure must be initialed by the signer of the Bid. All requested Alternates shall be bid. If no change in the Base Bid is required, enter "No Change". All requested Allowances shall be bid. All requested Owner Options shall be bid. Any Bidder may submit Bids on more than one Bid Package: however each Bid Package will be reviewed separately and award of contract for each Bid Package will be made to the most qualified OS/21/91 00100- 5 INSTRUCTIONS TO BIDDERS 7.2 ADDENDA 7.2.1 7.2.2 7.2.3 responsible and responsive, lowest priced bidder. Each Bidder shall ascertain prior to submitting his Bid that he has received all Addenda issued, and he shall acknowledge their receipt in his Bid. No Addenda will be issued later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. 7.3 BID SECURITY 7.3.1 7.3.2 Each Bid shall be accompanied by a Bid security made payable to Monroe County, in the amount of five percent of the Bidder's maximum Bid price. The Bid security shall be in the form of a 'certified check, cashiers check or a Bid Bond issued by a surety meeting the requirements of Paragraph 7.5 of the General Conditions. If a Bid Bond is submitted as Bid Security, the attorney-in-fact who executes the bond on behalf of the surety shall affix to the Bond a certified and current copy of his power of attorney. . The bid surety constitutes a pledge by the Bidder that he will enter into a Contract with the Owner on the terms stated in his Bid and will furnish the required Performance Bond and Labor and Material Payment Bond, as described in Paragraph 7.4 of this Instructions to Bidders and in the General and supplementary Conditions. The Bid security of the successful Bidder will be retained until such Bidder has entered into a contract with the Owner and furnished the required Performance Bond and Labor and Material payment Bond, whereupon it will be returned. If the successful Bidder fails to execute and deliver the contract and furnish the required Bonds, the Owner may annul the Notice of Award and the amount of the bid security of that Bidder shall OS/21/91 INSTRUCTIONS TO BIDDERS 00100- 6 7.3.3 be forfeited to the Owner not as a penalty, but as liquidated damages. The bid security of any Bidder who. the Owner believes to have a reasonable chance of receiving the award may be retained by the OWner until either (a) the Contract has been executed and the required Bonds have been furnished, or (b) the sixty-first day after the Bid opening, or (c) all Bids have been rejected. The bid security of the other Bidders will be returned within (14) days of the Bid opening. 7.4 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.4.1 7.4.2 The Owner shall have the right to require the successful Bidder to furnish a Standard Performance Bond and Standard Labor and Material Payment Bond as guarantee for the faithful performance of the contract (including guarantee and maintenance provisions) and the payment of all persons who have, and fulfill, contracts which are directly with the successful Bidder. In the event that bonds are required, the successful Bidder shall deliver them to the OWner not later than the date of execution of the Contract, or if the Work is to be commenced prior thereto in response to a letter of intent, the bidder shall, prior to Commencement of the Work, submit evidence satisfactory to the Owner that such Bonds will be furnished. 7.5 SCHEDULING, MANPOWER REQUIREMENTS, AND PERMITS 7.5.1 7.5.2 7.5.3 The overall schedule for construction is shown in the Bidding Documents "Milestone Schedule." The Contractor will be required to man the project, in the event of award, in order to meet the schedule. The Bidders shall determine all permits, inspections and surveys, (and fees required by same), required by Federal, State, County or Municipal bodies having jurisdiction over the project and shall include in his bid proposal the cost of all such permits, inspections and surveys. The Contractor shall be OS/21/91 00100- 7 INSTRUCTIONS TO BIDDERS required to take out and pay for all such permits, inspections and surveys required for the execution of this Contract. 7.6 SUBCONTRACTOR 7.6.1 7.6.2 Each Bidder shall submit along with his Bid the names of all subcontractor(s) and/or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work. If either the owner or the Construction Manager, after due investigation, has reasonable objection to any proposed subcontractor, or entity, the construction Manager will so notify the Bidder before giving Notice of Award and will request the bidder to submit an acceptable substitute without an increase in Bid Price. If the Bidder declined to make any such SUbstitution, the Contract shall not be awarded to him, but his declining to make any substitution will not result in the forfeiture of his Bid Security. 7.7 SUBMISSION OF BIDS 7.7.1 7.7.2 "1 Bids shall be submitted to Monroe County at the designated location not later than the time and date for receipt of Bids indicated in the Notice of Calling for Bids, or any extension thereof made by Addendum. Bids. received after the time and date for receipt of Bids will be returned unopened. Bids in (5) Copies, the bid security, and all other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope. If the Bid is hand-delivered, the envelope shall be filled out as follows: 1. In the upper left hand corner, place the Bidder'S name and address. 2. In the center of the envelope, put the following: Monroe County Clerk of Courts 500 Whitehead street Key West, FL 33040 OS/21/91 INSTRUCTIONS TO BIDDERS 00100- 8 7.7.3 7.7.4 3. In the lower left hand corner, put the following: Bid for: Bid Package No. Bid Package Description: Project: New Monroe county Detention Facility To be opened: (Date) (Time) In item 3. above, fill in the Bid Package Number and Bid Package Description. In addition, fill in the date and time for opening of the bids, in order that you may remind yourself of the deadline. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. And then address the mailing envelope in the conventional manner. The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. Oral, telephonic, or telegraphic Bids are invalid and will not receive consideration. 7.8 MODIFICATION AND WITHDRAWAL OF BIDS 7.8.1 7.8.2 A Bid may not be modified, withdrawn, or cancelled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids, except as provided in Paragraph 7.9 Right to Claim Error in Bid, and each Bidder so agrees in submitting his Bid. Prior to the time and date designated for receipt of Bids, any Bid submitted may be modified or withdrawn by notice to Morrison-Knudsen/Gerrits at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the bidder or by telegram. If by telegram, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and OS/21/91 00100- 9 INSTRUCTIONS TO BIDDERS 7.8.3 7.8.4 time set for receipt of Bids, and it shall be so worded as not to reveal the amount of the original Bid. withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. Bid Security shall be in an amount sufficient for the Bid as modified or resubmitted. 7.9 RIGHT TO CLAIM ERROR IN BID 7.9.1 Each Bidder's original work papers, documents, and materials used in preparation of the bid shall be enclosed in an envelope and marked clearly as to contents, must be submitted either in person or by registered mail to Morrison-Knudsen/Gerrits office not later than 24 hours after the time and date for receipt of Bids, or any extension thereof made by Addendum. Bidders who fail to submit their original work papers, documents, and materials used in the preparation of the bid, as provided herein, waive all rights to claim error in the Bid. , ARTICLI . CONSIDERATION OF BIDS 8.1 OPENING OF BIDS 8.1.1 The properly identified Bids received on time will be opened at Monroe County Clerk of Courts' office. 8.2 BIDS TO REMAIN OPEN 8.2.1 8.2.2 All Bids shall remain open for sixty days after the date designated for receipt of Bids. The Owner may, at his sole discretion, release any Bid Proposal and return the Bid Security before the sixty days has elapsed. OS/21/91 INSTRUCTIONS TO BIDDERS 00100-10 8 . 3 AWARD OF CONTRACT 8.3.1 8.3.2 8.3.3 8.3.4 8.3.5 8.3.6 8.3.7 The Owner reserves the right to reject any and all Bids or any part of a Bid, to waive the right to disregard all nonconforaing, non-responsive or conditional Bids. In evaluating Bids, the owner shall consider the qualifications of the bidders, whether or not the Bids comply with the prescribed requirements, and alternates and unit prices if requested in the Bid Forms. The Owner shall have the right to accept Alternates in any order or combination and to determine the low Bidder on the basis of the sum of the Base Bid and the Alternates accepted. The Owner may consider the qualifications and experience of subcontractors and/or other entities (inCluding those who are to furnish materials, or equipment fabricated to a special design) proposed for each of the principal portions of the Work as identified in the Bid. Operating costs, maintenance considerations, performance data and guarantees of materials and equipment may also be considered. The ~er may conduct such investigations as he deems necessary to assist in the evaluation of any Bid and to establish to responsibility, qualifications, and financial ability of the Bidders, proposed subcontractors, and other persons or organizations to do the Work in accordance with the Contract Documents to the Owner's satisfaction within the prescribed time. The Owner reserves the right to reject the Bid of any Bidder who does not pass any such evaluation to their satisfaction. If the Contract is awarded, it will be awarded to the Bidder whose evaluation by the Owner shows him to be responsible and has indicated to the Owner that the award will be in the best interests of the Project. OS/21/91 00100-11 INSTRUCTIONS TO BIDDERS 8.3.8 If the Contract is to be awarded, the Construction Manager will issue the Notice of Award to the successful Bidder within sixty days after the date of receipt of bids. 8.4 EXECUTION OF CONTRACT 8.4.1 The Notice of Award to the successful Bidder will be accompanied by four copies of the Trade Contract Agreement and all other contract Documents. The contractor shall sign and deliver all four copies of the Trade contract Agreement to the Construction Manager, with all other contract Documents attached within five days after receipt of Notice of Award. The construction Manager will return one fully executed copy of the Trade Contract Agreement to the Contractor with all other contract Documents attached within three weeks thereafter. ARTICLB t SPECIAL LEGAL RBQUIRBKBNTS 9.1 Each Bidder, before submitting his Bid, shall famil iarize himself with all Federal, state, and local laws, ordinances, rules and regulations that may apply to the Work or that may in any manner affect the cost, progress, or performance of the Work. OS/21/91 INSTRUCTIONS TO BIDDERS 00100-12 SBCTIOH 00103 PROPOSAL J'OD Bid Package .0. 3 site Blectrical , ~eapor.ry Power BID TO . . Mon08 COUllTY - CLBU OJ' COURTS 500 WHITBBBAD STRBBT BY UST, J'LORIDA 33040 BID PROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, proposal, and Addenda thereto and other Contract Documents for the construction of: Bi4 Package NO.3, site Blectrical , Temporary Power and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and' regulations affecting performance of the. Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together wi th the local sources of supply and that he understands the condi tions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. OS/22/91 PROPOSAL FORM 00103-1 1. Mobilization 2. General Conditions 3. Permits 4. Bonds 5. Primary Feeder Duct Bank Temporary power, including site Lights 6. 7. Owner option No. 3-01: Temporary Power Maintenance Personnel & Materials Mark-up For maintaining temporary power, for duration of project, estimated at 12 to 18 months. Per hour, for (1) licensed electrician, including burden, overhead and profit. $ JHr. For maintaining temporary power, for duration of project, estimated at 12 to 18 months. For maintenance materials, provide mark-up percentage to include ,expediting, overh~ad and profit. 1; TOTAL BID, items 1 thru 6 (figures) $ TOTAL BID, (words) $ $ $ $ $ $ .. ========== .DOLLARS OS/22/91 PROPOSAL FORM 00103-2 I aCKnowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Form and attached the required Bid Security, Contractor Evaluation Form, Lobbying and Conflict of Interest Clause, Sworn Statement of Public Entity crimes, Non-Collusion Affidavit, and proposed Subcontractor listing. Mailing Address: Phone Number: Date: Signed: (Name) (Title) witness: (Seal) OS/22/91 PROPOSAL FORM 00103-3 SECTION 00105 PROPOSAL PORK Bid Package .0. 5 site Grading , Caissons BID TO : MOlfROB COmITY - CLEO 01' COORTS 500 WBITBBBAD STRB.~ DY OST, I'LORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Package Ho. 5, site Grading , Caissons and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, andhavinq familiarized himself with material availability, Federal, state, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together with the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. OS/22/91 PROPOSAL FORM 00105-1 J .. .. 1. Mobilization 2. General Conditions 3. Permits 4 . Bonds 5. site preparation 6. Rough Grading 7. Finish Grading of Retention Pond Areas 8. Landscape Retention Pond Areas 9. Tree Relocation 10. storm Sewerage 11. outfall structures 12. Drilled Caissons 13. Load Testing of Caissons 14. Entrance roadway culverts 15. Entrance roadway base & 15" sleeve 16. Entrance roadway prime & asphalt 17. silt Fence 18. Jr. College Rd. Prime Coat' Asphalt 19. Entrance chain link fencing $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL BID, items 1 thru 19 (figures) $ ========== TOTAL BID, (words) DOLLARS OS/22/91 PROPOSAL FORM 00105-2 I acknowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Form and attached the required Bid security, Contractor Evaluation Form, Lobbying and Conflict of Interest Clause, Sworn statement of Public Entity Crimes, Non-Collusion Affidavit, and proposed Subcontractor listing. Mailing Address: Phone Number: Date: signed: (Name) (Title) witness: (Seal) OS/22/91 PROPOSAL FORM 00105-3 SECTIOM 00107 PROPOSAL FORK Bid packaqe No. 7 Concrete Poundations BID TO . . MOHROB COUNTY - CLERK OF COURTS 500 WBITESBAD STRBBT DY nST, FLORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Package No.7, structural Concrete Columns and pits and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, state, and Local laws, ordinances, rules and regulations affecting performance of t)1e Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together wi th the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 05/16/91 PROPOSAL FORM 00107-1 1- Mobilization 2. General Conditions 3. Permits 4. Bonds 5. Grade Beams 6. Walls and Beams Above 7. Concrete Slabs-on-grade 8. Elevator Pits 9. Columns 10. Elevator Rail support Beams $ $ $ $ $ $ $ $ $ $ TOTAL BID, items 1 thru 10 (figures) $ ========== TOTAL BID, (words) DOLLARS 05/16/91 PROPOSAL FORM 00107-2 I acknowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Fora and attached the required Bid Security, Contractor Evaluation Fora, Lobbying and Conflict of Interest Clause, Sworn Statement of Public Entity Crimes, Non-Collusion Affidavit, and proposed Subcontractor listing. Mailing Address: Phone Number: Date: Signed: (Name) (Title) witness: (Seal) 05/16/91 PROPOSAL FORM 00107-3 SBCTIOR 00109 PROPOSAL PORK Bid Packaqe No. 9 site P1UJDbiDq BID TO . . MONROE COUNTY - CLEd OJ' COURTS 500 WBITBBBAD STRBBT KEY WEST, FLORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, specifications, proposal, and Addenda thereto and other Contract Documents for the construction of: Bid packaqe No.9, site PlUJDbiDq and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, state, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together with. the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. OS/22/91 PROPOSAL FORM 00109-1 10. Fire Water Main, post indicator valve, temporary water appurtenances, hydrants. $ $ $ $ $ $ $ $ $ $ 1. Mobilization 2. General Conditions 3. Permits 4 . Bonds 5. Gray Water Main 6. Sanitary Sewerage, incl. grease trap 7. Distribution Water Main 8. Fire Wells 9 . Gas Line TOTAL BID, items 1 thru 10 (figures) $ ---------- ---------- TOTAL BID, (words) DOLLARS OS/22/91 PROPOSAL FORM 00109-2 I acknowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Form and attached the required Bid Security, Contractor Evaluation Form, Lobbying and Conflict of Interest Clause, Sworn Statement of Public Entity crimes, Non-Collusion Affidavit, and proposed Subcontractor listing. Mailing Address: Phone Number: Date: Signed: (Name) (Title) witness: (Seal) OS/22/91 PROPOSAL FORM 00109-3 SBCTIO. 00133 SCHEDOLB or UNIT PRICBS Bid pactage .0. 3 site Blectrical , Teaporary Power The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. Description Ynll $/lf $/cy Unit Price 1. 4" Fiber Duct $ $ 2. Concrete, for Duct Bank Application. OS/22/91 SCHEDULE OF UNIT PRICES 00133- 1 . ...- .-.,..- ...... -." - .-_. .------- ....-.... ---_._._~. ---..-?"_....---- SBCTIOll 00135 SCHBDULI OP UliIT PRICES Bid Packaq. Bo. 5 sit. Gradinq , Caisson. The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. Description unit unit Price 1. Equipment Operator, fully burdened, incl. profit and overhead. $/Hr. $ 2. Laborer, fully burdened, incl. profit and overhead. $/Hr. $ 3. Caissons, incl. drilling, . casing, steel and concrete, in competent limerock 4. Caissons, incl. drilling, casing, steel and concrete, in overburden medium $/lf $ $/lf $ 5. Suitable crushed Limerock, incl. delivery, spreading and compacting. $/cy $ 6. Relocate, spread, and compact on-site material. $/cy $ 7. silt fence, furnished and installed. $/lf $ 9. Reinforcing Steel for Caisson Application $/cy $/ton $ $ 8. Concrete for Caisson Application 10. 19" X 30" elliptical RCP $/lf $/lf $ $ 11. 14" x 23" elliptical Rep 05/16/91 SCHEDULE OF UNIT PRICES 00135-1 oescriotion Ynll Unit Price 12. 12" x 18" elliptical RCP $/lf $ 13. 15" RCP $/lf $ 14. 12" RCP $/lf $ 15. 10" DIP $/lf $ 16. 8" DIP $/lf $ 17. 6" DIP $/lf $ 18. 3" DIP $/lf $ 05/16/91 SCHEDULE OF UNIT PRICES 00135-2 _..........4..... ______..... -- ...--.- - ~"\.-....-.-.- ..,.~...;" 4..-!. .....- .BeTIO. 00137 .CHBDULI O. OBIT PRICBS Bid Package .0. 7 Concrete .oundation8 The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. carpenter, fully burdened, incl. profit and overhead. Unit $/Hr. unit Price DescriDtion 1. $ 2. Laborer, fully burdened, incl. profit and overhead. $/Hr. $ 4. Concrete, 5000 psi $/cy $/cy $ $ 3. Concrete, 4000 psi 05/07/91 SCHEDULE OF UNIT PRICES 00137-1 _._ ._-.-..~....'. .',...~_"" .___...____4_..______-_... J. .. 1 ;, .. ~ . .. .~ SBCTIOR 00139 SCHEDULI O~ UNIT PRIC.. Bi4 Packaq. Ro. 9 site plua))inq The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. Descriotion Unit Unit Price 1. plumber, fully burdened, incl. profit and overhead. $/Hr. $ 2. Laborer, fully burdened, incl. profit and overhead. $/Hr. $ OS/22/91 SCHEDULE OF UNIT PRICES 00155-1 ,~_"",,,p .... ~_', ~."'.~ fa";;'~',' .,,~.,_-=----~......, <..' ,~. .'..............."..'1'0,.- .;. ............' " .~- ~-'- 4If/IIII>> . "" ""':. ,. SBCrln. 001t3 SUBSTITUTIOIIS PART 1 - GENERAL 1.1 Document includes A. Pre-Bid Substitutions 1. 2 BIDDER'S OPTIONS, A. For products specified only by reference standard, select product meeting that standard, by any manufacturer. B. For products specified by naming several products or manufacturers, select one of products and manufacturers named which complies with the technical Specifications. C. For Products specified by naming several products or manufacturers and stating "or equivalent", "or equal", or "or Architect approved equivalent", or similar wording, submit a request as for substitutions, for any product or manufacturer which is not specifically named for review and approval by the Architect. D. For products specified by product/manufacturer, there is substitution will be allowed. naming only one no option and no 1.3 StlBSTITUTIONS A. Base Bid shall be in accordance with the Contract Documents. 1. Substitutions for products may be made during the bidding prior by submitting completed substitution request form and substantiating product data/literature a minimum of ten calendar days prior to the Bid Date to : MK/Gerrits. 2. The Architect will consider requests utilizing this section from the Bidder for substitution of products in place of those specified. 3. Those submitted 10 calendar days prior to Bid Date will be included in the addendum if acceptable. 4. Substitution requests may be submitted utilizing a facsimile machine (FAX) if substitution request forms and substantiating data are submitted. B. Submit separate request for each substitution. Support 05/17/91 SUBSTITUTIONS 00163 - 1 ... each 1. 2. 3 . 4. 5. 6. 7. "':1.. - 'Jt..,.. ~';c,;~ .$t" request -,ith: . .-". Complete data sUbstantiating coapliance of proposed substitution with re~r..en~ stated in Contract Documents: a. Product identification, including manufacturer'. name and address. b. Manufacturer'. literature, identifying: 1) Product description. 2) Reference standards. 3) Performance and test data. c. Samples, as applicable. d. Name and address of similar projects on which product has been used and date of each installation. Itemized comparison of the proposed substitution with product specified, listinq significant variations. Data relating to changes in construction schedule. All effects of substitution on separate contracts. List of changes required in other work or products. Designation of required license fees or royalties. Designation of availability of maintenance services, sources of replacement materials. C. Substitutions will not be considered for acceptance when: 1. Acceptance will require substantial revision of Contract Documents. 2. In judgement of Construction Manager or Architect, do not include adequate information necessary for a complete evaluation. D. Architect will determine acceptability of proposed substitutions. 1.4 BIDDER'S REPRESENTATION A. In making formal request for substitution the Bidder represents that: 1. He has inv~stigated proposed product and has determined that it is equivalent to, or superior in all respects to that specified. 2. He will provide same warranties or bonds for substitution as for product specified. 3. He will coordinate installation of accepted substitution into the Work, and will make such changes as may be required for the Work. to be complete in all respects. 4. He waives claims for additional costs caused by substitution which may subsequently become apparent. 5. Cost data is complete and includes related costs under his Contract, but not: . 05/17/91 SUBSTITUTIONS 00163 - 2 . - . ..... .. -.-.....-- - --. ---- - - - .. . ----- ---.-----..--...-- -..--...--..-...-.-..----.. ..;. - jII)lo. .. a. .... Costs under 'lparate contract.. Architect'. costs for redesign or revi.ion of Contract Documents. Cost data need not be submitted, if request is for inclusion in addendum. : ''''-1.1)[. · .....,. .... ~''''.-l .1.... .. b. 6. 1.5 ARCHITECT'S DUTIES A. Review requests for substitutions with reasonable promptness. B. Issue an addendum through the Construction Manager to identify accepted substitutions. C. Substitution requests that are not approved will be returned to the party submitting the request. 1.6 SUBSTITUTION REQUEST FORM A. The form is attached to this Section. B. substitutions will be considered only when the attached form is completed and included with the submittal with back-up data. 05/17/91 SUBSTITUTIONS 00163 - 3 .~; ;,~ .-~...::;. <>"~ ."" JW .;. '~7""".~ - TO: Project Archi~ ...... LIMO _... .-:. c/o ~rri.on-lDud.enlGerrita p.O.~~2'3 5...3~. College -.,d, ~.y West, Pl. 33040 (305)292-7845 FAX (305)292-96'7 . 'I! t.-n' - .. We hereby submit for your consideration the following product instead 0: the specified item for the above project: ;,..;,,,.... SPEC. NAME DRAWING IIAMB PARAGRAPH DRAWING NO. SPEC. SEC. SPECIFIED ITEM I proposed Substitution: Attach complete information on changes to Drawings and/or Specification: which proposed substitution will require for its proper installation. submit with request necessary samples and substantiating data to prov equal quality and performance to that which is specified. Clearly :ar manufacturer's literature to indicate equality in performance. The undersigned certifies that the function, appearance and quality ar of equal performance and assumes liability for equal performance, equa design and compatibility with adjacent materials. submitted By: Signature Title Firm Address Date Telephone Signature shall be by person having authority to legally bind his fi~ t the above terms. Failure to provide legally binding signature will resul in retraction of approval. For use by the Architect: ____Recommended ____Recommended as noted ____Not Recommended ____Received too late For use by the Owner: _Approved _Not Approved ____Insufficient data received ____Approved as noted By By Date Date rill in Blanks Below: ......' A. Does the substitution affect dt.enaiona ~ on Drawings? ~ Yes No If yes, clearly indicate changes. B. will the undersigned pay for changes to the building desiqn, including engineering and detailing costs caused by the requested substitution? Yes No If no, fully explain: c. What effect does substitution have on other Contracts or other trades? o. What effect does substitution have on construction schedule? E. Manufacturer's warranties of the proposed and specified items are: Same Different. Explain: F. Reason for Request: G. Itemized comparison of specified item(s) with the proposec substitution; list significant variations: H. Designation of maintenance services and sources: (Attach additional sheets if required.) **************** END OF DOCUMENT 00163 SECTION 00220 GEOTECHNICAL DATA A. Data concerning subsurface materials and conditions obtained from test borings has been made available by the Owner for the Architect's use in designing the project. B. Bidders may obtain copies of the subsurface investigation by submitting a request in writing to the Construction Manager, Morrison-KnUdsen/Gerrits, at the following address: Morrison-Knudsen/Gerrits P.O. Box 5283/5090 Junior college Road Key West, Florida 33040 C. The report and test boring data is for information only. Requirements stated or implied in the report are not requirements of the Contract Documents. The report is solely to inform the Bidder of the type and character of the materials to be encountered. 02/12/91 GEOTECHNICAL DATA 00220-1 SBCTIOB 00230 SITB SURVBY A. The Plat of Survey and other survey data, which are bound with the Contract Documents, are included only for the general information of the bidder and are not part of the Contract Documents. The data contained was prepared by the owner for the Architect's use for the design of the project, and neither the OWner nor the Architect, nor the Construction Manager make any representation, guarantee of warranty as to the accuracy or completeness of data indicated, expressed or implied. B. Bidders shall visit the site, make their own investigations, assumptions and conclusions as to the nature and extent of existing surface and overhead conditions affecting the work. Nei ther the Owner nor the Architect, nor the Construction Manager will be responsible for additional type or extent of work required to be performed under the Contract due to any assumptions or conclusions by the successful bidder based upon the survey information provided. 05/17/91 SITE SURVEY 00230-1 . ....-_...---......... -".. .- - ..ClIO. 00303 8COP. 01' WORK Bid package .0. 3 site Blectrical , Temporary power 1.1 General SCODe Provide all labor, superv1s10n, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and in the following sections of the Specifications: including, but not limited to: sgecifications Sections and OescriDtions 01510 02226 03300 16010 16111 16400 Temporary utilities Excavating, Backfilling and compacting for utilities Cast-In-place Concrete Electrical General provisions conduit systems service and Power Distribution systems 1.2 special Provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 In accordance with Section 01510 - Temporary utilities, furnish, and install temporary elecric power service for construction needs. .2 Owner Option No. 3-01: Temporary Power Maintenance, at the option of the Owner, provide personnel to maintain temporary power. proposal Form requests hourly rate for personnel. In addition, proposal Form requests mark-up percentage for maintenance materials invoiced. .3 In accordance with section 01510 - Temporary utilities, notify the utility company when Trade Contractors are going to connect unusually heavy loads with special power requirements. .4 In accordance with section 01510 - Temporary utilities, the Temporary Power Contractor shall also provide (6) site lights, equivalent to yard lights as provided by City Electric system. Lights are to be mounted on the power poles used for temporary power. The Construction OS/22/91 SCOPE OF WORK 00303-1 ..-. Manager ahall pay the costs of power used. .5 In accordance with Section 01510 - Temporary utiliti.s, Temporary Power Contractor shall coordinate with the telephone company for provision of site construction telephone lines. .6 Furnish and install primary feeder duct bank, fro. City Electric utility pole, as shown on drawing 11.01, including telephone conduits. Work includ.. duct bank, handholes, conduit and stub-ups. Furnish and install (4) ea. '4 rebar, one embedded in each corner, running the full length of duct bank. Cap conduits as necessary to prevent intrusion of moisture and debris. Install pull wire. Flag handholes as necessary to prevent them from being damaged or disturbed by equipment. Work includes all trenching, bedding and backfilling. Follow Section 03300 for duct bank concrete. .7 Contractor shall be responsible for calling for, and coordinating all testing required. .8 Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. .9 Procure and pay for all permits, fees and licenses. .10 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .11 Primary site control has been established. The Trade ContractoI. shall layout his work from the site control. . The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the Checking or verification. .12 contractor is to study Division 1 General Requirements for additional responsibilities required. OS/22/91 SCOPE OF WORK 00303-2 1 . 3 By others .1 supply and installation of primary feeder conductor. OS/22/91 SCOPE OF WORK 00303-3 S.crIO. 00305 SCOP. 0.. lIOU Bid packaq. BO. 5 sit. Gradinq , cai.sons 1.1 ~eneral SCODe Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specifi.d on the drawings, and the following sections of the Specifications: including, but not limited to: sections and DescriDtions 02100 02211 02215 02222 02226 02385 02510 02720 02721 02930 02955 03300 site preparation Rough Grading Finish Grading Excavating, Backfilling and Compacting for structures Excavating, Backfilling and Compacting for utilities Drilled Caissons Asphaltic Concrete Paving storm sewerage Sewer structures Lawns and Grasses Tree Relocation Cast-In-Place Concrete 1.2 Special Provisions The following special Provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 All debris and excavated material is to be removed and disposed of off-site. All re-usable material is to be stockpiled on-site as directed by the Construction Manager. .2 Furnish and install culverts in entrance roadway. .3 Grade Wastewater Treatment Plant Area and Effluent Holding Pond Area to approximate adjacent grades as shown. .4 Contractor shall be responsible for call ing for, and coordinating all required testing. OS/22/91 SCOPE OF WORK 00305-1 .5 Grade .1~. ~o drain. .6 Contractor shall be r..pon.lbl. for any dewatering operations required for installation of his work. .7 Contractor is responsible for returning disturbed work area back ~o rough grade, and dressing out. .8 Contractor shall call for structural inspections, and cooperate with structural Inspector. .9 Furnish and install Outfall structures. .10 Primary site control has been established, but this Contractor shall verify the accuracy of the owner's horizontal and vertical control site monuments. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independen~ licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. .11 The owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .12 Procure and pay for all permits, fe~s, and licenses. .13 On entrance roadway, place base materials in accordance with Section 02510, except that base materials will be installed to finish asphaltic concrete elevation. Do not prime, nor place asphaltic concrete pavement on entrance roadway. After installation of roadway culverts, base materials shall be cut to proper grade, prime coat installed, and asphaltic concrete placed. .14 Furnish and install 15" DIP sleeve under roadway, as shown on drawing 1.09. .15 Furnish and install silt Fence as shown on drawing 1.01. .16 Furnish and install prime coat, and asphaltic concrete on Junior College Road, after installation of water main tap. Coordinate operations with Contractor responsible OS/22/91 SCOPE OF WORK 00305-2 for installation of water main tap. .17 At entrance to sit., furnish and install 6 ft. high chain link fence, with no top rail. Include (2) ea. 10 ft. wide swinging gates. Use 9 Ga. wire, 4" sch. 40 gate and end posts, sch. 20 line posts, 1-5/8" sch. 20 pipe for gates. Total length of fence shall be 60 ft. .18 Furnish and install storm Sewerage. Due miniaal overburden on storm drainage system, and to prevent damage done by equipment, storm drainage system shall be performed after installation of precast concrete. Approximate remobilization to perform work in June, 1992. .19 Flag and/or protect all permanently installed Work. .20 Furnish and install caissons complete. .21 Contractor is to study Division 1 General Requirements for additional responsibilities required. .22 Finish grade retention pond areas in accordance with section 02215. .23 Furnish and install topsoil and sodding in retention pond areas, in accordance with Section 02930. ..24 Relocate trees in accordance with section 02955. 1 . 3 By Others .1 Asphaltic Concrete wear course for entrance roadway. .2 Finish grading in areas other than retention pond areas. .3 Landscaping in areas other than retention pond areas. OS/22/91 SCOPE OF WORK 00305-3 .BcrIO. 00307 sCOP. OW WOU Bid pactaqe Ro. 7 Concrete .oundation8 1.1 General Scooe Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and in the following sections of the Specifications: including, but not limited to: Sections and Descriotions 03100 03200 03300 05180 07150 07190 Excavating, Backfilling and structures Concrete Formwork Concrete Reinforcement Cast-In-Place Concrete Miscellaneous structural steel Waterproofing Vapor Retarder Compacting for 02222 1.2 Special provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 Furnish and install all columns from top of caissons to elevated first floor framing. .2 Furnish and install grade beams. .3 Furnish and install cast-in-place concrete wC'l.lls and beams above. .4 Furnish and install concrete slabs-on-grade. .5 Contractor shall be responsible for call ing for, and coordinating all required testing. .6 Furnish and install elevator pits. .7 Provide waterproofing and vapor retarder as required for the Work. OS/22/91 SCOPE OF WORK 00307-1 ~~. ' ~ .8 Contractor is responsible for r.turning disturbed work area back to rough grade, and dressing out. .9 contractor shall be responsible for any dewatering operations required for installation of his work. .10 Contractor shall call for structural inspections, and cooperate with structural Inspector. .11 Primary site control has been established. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. .12 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .13 Furnish and install elevator rail support beams, including plates and anchors, in accordance with section 05180. ,.14 Furnish and install all anchor bol,ts for columns, in accordance with Section 05180. .15 Furnish and install all miscellaneous metals which are embedded in the work of this contractor. These include anchors, channels, edge angles, angles and weld plates. .16 Contractor is to study Division 1 General Requirements for additional responsibilities required. OS/22/91 SCOPE OF WORK 00307-2 .... SBcrIO. OOJO' - - SCOPE OJ' WORlt Bid Package Bo. 9 site PlumbiDg 1.1 General SeODe Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings and in the following sections of the Specifications; including, but not limited to: sections and Descriptions 02226 02644 02685 02674 02721 02730 03600 Excavating, Backfilling and compacting for utilities Water Mains Gas Distribution System Fire Wells Sewer structures Sanitary Sewerage Grout 1.2 Special provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 Cap all lines to prevent intrusion of debris, animals,. etc., and flag valve boxes to prevent being disturbed or damaged by equipment. .2 Furnish and install temporary water using charged fire water line. In two (2) locations on fire loop, furnish and install 3/4" hose bibb, with lever operation, set approximately two feet above rough grade, and adequately support. .3 Subcontractor shall be responsible for calling for, and coordinating all required testing. .4 Furnish and install Grease Trap as shown on drawings. .5 Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. .6 Furnish and install post indicator and valve on Fire OS/22/91 SCOPE OF WORK 00309-1 ..... Water loop, as shown on drawings. .7 Furnish and in.~.tt Fire Hydrants, and adequately protect from daaage with temporary bollards. .8 Contractor shall be responsible for any dewatering operations required for installation of his Work. .9 Primary site control has been established. The Trade contractor shall layout his work from the site control. The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. .10 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .11 Furnish and install fire wells, complete, as shown on drawings, and in accordance with Section 02674. .12 Furnish and install 2-1/2" gas line as shown on drawings. .13 Furnish and install water main and fire water main, complete, including all appurtenances. .14 Furnish and install tapping sleeve and valve for distribution main. Include removing old asphalt. Include restoration of roadbed after backfill and compaction. For new asphalt, after installation of tapping sleeve and valve, prime coat and asphaltic concrete will be replaced by others. Coordinate operations with Contractor responsible for installing asphalt. .15 Install Water Meter furnished by FKAA. inspections with FKAA. .16 Furnish and install all required concrete thrust blocks. Coordinate .17 Furnish and install Reduced Pressure Backflow Preventers. .18 Furnish and install Gate Valves and Boxes. OS/22/91 SCOPE OF WORK 00309-2 .19 Furnish and install floor drains and coordinate embedment with contractor responsible for concrete slabs. .20 Furnish all plumbing stub-ups and caps associated with this contractor's work. .21 Furnish and install Sanitary Sewerage as shown on drawings, complete, including manholes, clean-outs, caps and plugs. Due to minimal overburden on sanitary sewer system, and to prevent damage done by equipment, sanitary sewer system shall be performed after installation of precast concrete. Approximate remobilization to perform work in June, 1992. .22 Furnish and install Gray Water line as shown on drawings, and all appurtenances thereto. .23 Contractor is to study Division 1 General Requirements for additional responsibilities required. .24 Contractor is to protect all installed Work. 1.3 Bv others .1 Prime coat and asphaltic concrete at water main tap, at Junior college Road. OS/22/91 SCOPE OF WORK 00309-3 ~ SECTION 00350 MILBSTOHB SCHEDULB This section contains the project schedule. Each contractor is to study the applicable parts, or milestones, in order to determine his proposed scheduling for the project. Coordinate construction scheduling and operations with the Construction Manager so as to meet the milestone and completion dates as outlined in this section. The Contractors are to note the following the special items. a. Bid Due Date. . . . . . . . . . . . . .06/10/91 b. Award Date (Anticipated) . . . . .06/26/91 c. Notice to Proceed (Anticipated). . . . .07/01/91 d. Due to minimal overburden on storm drainage system, and to prevent damage done by equipment, storm drainage system shall b~ performed after installation of precast concrete. Approximate remobilization to perform work in June, 1992. e. Due to minimal overburden on sanitary sewer system, and to prevent damage done by equipment, sanitary sewer system shall be performed after installation of precast concrete. Approximate remobilization to perform work in June, 1992. f. Bid Package No.3 - Site Electrical & Temporary Power: The Work shall be substantially complete 70 calendar days after the commencement date established in the Notice to Proceed. OS/22/91 MILESTONE SCHEDULE 00350-1 g. Bid Package No. 5 - site Grading' Caissons: The Work shall be substantially complete 150 calendar days after the commencement date established in the Notice to Proceed. The storm sewer system shall be substantially complete 25 calendar days after Notice to Proceed (after precast concrete installation), for this portion of Work only. h. Bid Package No. 7 - Concrete Foundations: The Work shall be substantially complete 130 calendar days after the commencement date established in the Notice to Proceed. i. Bid Package No. 9 - site Plumbing: The Work shall be substantially complete 158 calendar days after the commencement date established in the Notice to Proceed. The sanitary sewer system shall be substantially complete 25 calendar days after Notice to Proceed (after precast concrete installation), for this portion of Work only. OS/22/91 MILESTONE SCHEDULE 00350-2 >-~ ~ =% ~ ~- ~ .... "'-" :'Ci en C:'" -' 4- 2 z C> >-- -Q. :::; <:= -: co '--. .. ~D ,...., o Z CIJ 0' '" .>< u It) Q. ~ a:J C, t.. , c...i ..., -'" It) c: ...... It) COlt) ..., -' fJ1 u' e =:- ;:::1 ;,- I~I~I. , C- , :- ~ >- '" . L ' i ~E - ~I ~:~I -, 0, d ~ o ~ !~ 0 J 0 0' to ~ u It) Q. - o ~ r- C"1 C"l ~\3 G;j~ !,., I ~I- ~I~ :;):;) ~I;;; ~!~ i Ie '0 o a:J I~ ~ <:. - '"'- ~ I ~I~. O"1,C" ~, i =1 ::;;!o: ,~ C"l ~;~:~ ~ -. I \\.: llJ"i ("\..j \...;1:",- _ z ~,~; c;l= ~12: olz c::, ___ :'u: - _ , I I . ! ::: . I ! Ie '0 I -= - I:,:: i ". =-1 ~ i, , I t.. ~ : ' f' ~I =. 'V' I' -'.- 01 ~ ~-. ~ 1-= ~, - ~;:.. ;1 - "j - CCi , ;>; 11 ~ ::; C'",I c =.C c;... :::!~ L.... _ i"O :.. t.. '-- U C I .~i .t.. '=1>:':: ::.. 1~:~!~lc -:: ~ ~ -- ~l . -:: jl~, E ::: I~I~ I~I= L! -I - _ ::""",1,_,", -:- .:: -.: - .:: --:: - ..... ; -. '- - - C'" I~'~I~ Ie- JJ!C'l 1\- '= S i i c'. E ,,-. > 18 ~ J.. '-- - '.f" r1: '1:' ~lo:lci5 C1J' , coj ~ ..: c...,I; -' ;01:: ~ ~ ~ o ui;::; ole 'q . a:: - - o ~ 1C"l I; ~ I~ i-o Ia; , I I_l~ ,0' en C" !~i~ t; ~~~ I;:;I;:;I~!:;; ':5I~;~:= < (,.! r...:"': 0 - . ~ e !~ o ~ o ,- o ~,- :> ~I--.: - 010,2: ==I:;:I~--= ~ o o o c .. .. ,~ ~~ ~ Q.; G 0". <[ ro :::.::: .:.t- u L.; ;:~a: ~, UJ D ~I~ ~ c-,mO'1 ::>lw z ~j~ ~ uJ o a: z ....J o :::::E: <[ """) ::'" -- ~I c _,I :~! 1,,"=' ::.. - ::: c t: ,::i. I <-: "-I > I-;;'L. x I '-' L~ .-!-:;; c.. I'J::J~~= ,~ - ~I I ::oi:i";~: _ 3:1'~i tll I~-= >-lv'I' u-i-'" QJ_i=':1:.. >-- ~.~'~ :: :i':~I;:'. '= ~ l.f'll ""' _, El l.. ~ :::;Ig 3: ~ -::. - - :c =- "'''' ..~ :~ '" ~- IL If) >- C: "0 Q.; a. ::l o ~ L ~' ~~ =c ~J -~ c - occ v;.: u '-' .... 00 .!:& ~ i J: - - .. _ Co. ,. c. ]j E THE AMERICAN INSTITUTE OF ARCHITECTS I AlA Document 1\310 Bid. Bond KNOW ALL MEN BY THESE PRESENTS, that we IH.,. ,"~'l 1..11 ".m. ."d .dd.." o. 1...1 loll. of COflU.(IOrl as Principal, hereinafter called the Principal, and (H.,e ''',e'' '..II ".me ."d .dd.... o. 1...1 hlle of Sur.') I a corporation duly organized under the laws of the State of as Surety, hereinafter called the Surety, are held and firmly bound unto (H.,e ''''.'1 full .~.me ."d odd,." 0' le..1 ,.,It 01 0..".'1 as Obligee. hereinafter called the Obligee, in the sum of Dollars <$ I, for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. W HER EAS, the Principal has submitted a bid for (Ht.. ,,,,t,, full "._. .dd,... ."d dt\Crop',OfI of p'o,tCl NOW, T H (R EF 0 RE. If the Oblisee sh,1I ,ceept the bid of the PrinClp.1 .nd the PllnClp.1 sh,1I enter Into. Cont"el wIth the Obllsee In ICcord.nce wIth the terms of such bid. .nd Slve such bond or bonds IS m.y be s~clfied '" the biddlnl or Contr.ct Documents wIth load .nd suffiCient surety for the f'lthful ~rform.n(e of such Contr"t .nd for the prompt p.yment of I.bor .nd m.tell.1 furnished in the pro~cutlon thereof, or In the event of 'he f'llure of the PrincIpiI to enter such Conlr"t .nd s,ve such bond or bonds. If the PrinClp.1 sh.1I p.y to the Oblig~e the dlHerence not to exceed the pen.h) hereof between the .mount s~clfled In Slid bid .nd such I.rser .mount for whIch the Oblilee m.y In load f'lth contr.ct wl!h .nother p.rty to perform the Work covered by Slid bId, then th,s obl'S'f1on sh,1I be null .nd void. oth.!rwlW! to rem.,n in full force .nd eHect. Signed and sealed this day of 19 (Wllness) I (Tie/e) (Princip." (~.I) (W/lneB) I (T,tle) (Surery) (Se.l) AlA DOCUM(NT A310. BID BOND. ..fA ~. FEBRUARY 1970 ED. THE AMEllCAN I"'SlITl'Tf OF ARCHITECTS 1735 NY AVE. NW.. W^SHINCTON. 0 C ~00)6 1 SWORN STATBMENT UNDER SECTION 287.133(3) (a), FLORIDA STATUTBS, ON PUBLIC ENTITY CRIMES THIS FORK MUST BB SIGNED IN THE PRESENCB OF A NOTARY PUBLIC OR OTHER OFFICBR AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted with Bid, Proposal or Contract No. for 2. This sworn statement is submitted by (Name of entity submitting sworn statement) whose business address is and ( if applicable) its Federal Employer Identification Number (FEIN) is (If the entity has no FEIN, include the social Security Number of the individual signing this sworn statement: . ) 3. My name is and my relationship to the entity named above is 4. I understand that' a "public entity crime" as defined in Paragraph 287.133(1) (g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, and bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the united states and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 5. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1) (b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or wi thout an adj udication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of 04/30/91 PUBLIC ENTITY CRIMES 00420-1 a jury verdict, nonjury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 6. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida statutes, means: 1. A predecessor or successor of a person convicted of a public entity crime: or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 7. I understand that a "person" as defined in Paragraph 287.133(1)(a), Florida statutes, means any natural person or entity organized under the laws of any state or of the United states with the legal power to enter into a binding contract and which bids or appl ies to bid on contracts for the provision of goods or services le~ by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "Person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 8. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. [Please indicate which statement applies.] Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this s~:orn statement, or one or 04/30/91 PUBLIC ENTITY CRIMES 00420-2 more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, AND [Please indicate which additional statement applies.) There has been a proceeding concerning the conviction before a hearing officer of the state of Florida, Division of Administrative Hearings. The final order entered by the hearing officer did not place the person or affiliate in the convicted vendor list. [Please attach a copy of the final order.) The person or affiliate was placed on the convicted vendor list. there has been a subsequent proceeding before a hearing officer of the state of Florida, Division of Administrative Hearings. The final order entered by the hearing officer determined that it was in the public interest to remove the person or affiliate from the convicted vendor list. [Please attach a copy of the final order.) The person or affiliate has not been placed on the convicted vendor list. [Please describe any action taken by or pending with the Department of General Services.] [Signature) Date: STATE OF COUNTY OF PERSONALLY ~PPEARED BEFORE ME, the undersigned authority, who, after first being sworn by me, [name of individual signing] affixed his/her signature in the space provided above on this day of , 19 NOTARY PUBLIC My commission expires: Form PUR 7068(Rev. 11/89) 04/30/91 PUBLIC ENTITY CRIMES 00420-3 .... Lobbyin9 and Conflict of Int.r.st Clau.. " warrants that it has not employed, retained or otherwise had act on its behalf any former County officer or employee subject to the prohibition of section 2 of Ordinance No. 010-1990 or any County officer or employee in violation of Section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former County officer or employee." 04/30/91 LOBBYING AND CONFLICT OF INTEREST CLAUSE 00425-1 >>eM-OOLLU8IOH A7PIDAVI~ I, of the city of according to law on my oath, and under penalty of perjury, depose and say that: 1.) I am of the firm of , the bidder making the Proposal for the notice for calling for bids for that I executed the said proposal with project described in the , and full authority to do so; 2.) the prices in this bid have been arrived at independently wi thout collusion, consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such proces with any other bidder or with any competitor: 3.) unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder and will not be knowingly disclosed by the bidder prior to bid opening, directly or indirectly, to any other bidder or to any competitor: and 4.) no attempt has been made or will be made by the bidder to induce any other person, partnership or corporation to submit, or not to submit, a bid for the purpose of restricting competition; 5. ) correct, upon the awarding the statements contained in this affidavit are true and and made with full knowledge that Monroe County relies truth of the statements contained in this affidavit in contracts for said project. (signature of Bidder) STATE OF COUNTY OF DATE PERSONALLY APPEARED BEFORE ME, the undersigned authority, who, after first being sworn by me, (name of individual signing) affixed his/her signature in the space provided above on this day of , 19 NOTARY PUBLIC My commission expires: 04/30/91 NON-COLLUSION AFFIDAVIT 00430-1 .~o':'; 8BeTIO. 00..0 ~..~~.- PROPOSBD 8UBCOHTRACTOR LISTING 1. Subcontractor: Address: Phone: Contact: Portion of Work: Percentage this proposed Subcontract is of total Bid Price as delineated on Proposal Form: t. 2. Subcontractor: Address: Phone: Contact: Portion of Work: Percentage this proposed Subcontract is of total Bid Price as delineated on Proposal Form: t. 3. Subcontractor: Address: Phone: Contact: Portion of Work: Percentage this proposed Subcontract is of total Bid Price as delineated on Proposal Form: t. 4. Subcontractor: Address: Phone: Contact: Portion of Work: Percentage this proposed Subcontract is of total Bid Price as delineated on Proposal Form: t. OS/20/91 PROPOSED SUBCONTRACTOR LISTING 00440-1 ......__._._.. ..__...~ ...1.._ fI...'_'" '._~."'''''''''''_'...~--..P'_~'''''''-'''_~'''.'''''_'''.~ -'. . ....... ...... - ..... 1.";: ~: . . _ '~ COIl'l'UCTOR'. QuaLIJ'ICA'1'IOH .'1'A'1'BXEH'l' ... DBTBHTIOH J'ACILI'1'Y .'rOCK ISLUD, J'LORIDA completed form should be typewritten. Please attach information if the fora does not provide enough space for your answers. The Undersigned certifies the truth and correctness of all statements and of all answers to questions made hereinafter. Submitted to: Korrison-KDudsen/G.rrita P.O. Boz 5283, 5090 Junior Oolleq. Road Key .est, Florida 33040 (305) 292-7845, faz: 292-9697 Submitted by: Name: Address: Contact: Phone/Fax: 1.0 Is your firm a: () Corporation () Partnership () Joint Venture () Proprietorship 1.1 How many years has your organization been in business as a Contractor? 1.2 How many years has your, organization been in business under its present business name and current management? 1.3 Under what other or former names has your organization operated? 1.4 If a corporation, answer the following: 1.4.1 1.4.2 1.4.3 1.4.4 Date of Incorporation: State of Incorporation: President's Name: Vice-president's name(s): 1.4.5 1.4.6 secretary's Name: Treasurer's Name: OS/22/91 CONTRACTOR EVALUATION FORM 00450-1 , ,"'_....._ ~ ...._. ...._._.......k___.. ."'._... ___ _.. .....~.....-::........____........._.~...;..;.....:_......-_..._..:... ::~..~ ~...~:'}..:.~-""'~~"~' .. ,;-.- -.' 1.5 If a partnership, answer the following: 1.5.l Dat. of organization: 1.5.2 Name and address of all partners, note whether or not currently with partnership, and number of years involved in partnership: 1.6 If a joint venture, answer the following: 1.6.1 Number of years operating as joint venture: 1.6.2 List proj ects which have been completed by joint venture, names of owners, contacts, and phone numbers: 1.6.3 Number of years each joint venture party has been established: 1. 7 If a proprietorship, describe organization and name principals: 1.8 List states and categories in which your organization is legally qualified to do business. Indicate registration or license numbers. List states in which partnership or trade name is filed. Include any other applicable licenses necessary to perform subject work in the designated location. OS/22/91 CONTRACTOR EVALUATION FORM 00450-2 .-" -'-.-~. . -.--.-... ....__....~....._--...... .. ...".........~_..... ... -......,. - ........- '. 1.9 Is your firm, organization, or any key employees involved in any litigation of any kind? If so, please explain in detail. 1.10 List key employees, which are of a professional or management level, along with the number of years they have with the company, and the number of years they have in the construction industry: 1.11 Number of permanently employed craftsmen (designate if your firm employs more than one type of craftsman): 2.0 List size of project your firm normally contracts for: ( ) $ 25,000 ( ) $ 100,000 ( ) $ 250,000 ( ) $ 500,000 ( ) $1,000,000 ( ) $2,500,000 ( ) $5,000,000 + 2.1 We normally perform the following work as our specialty: 2.2 We perform the following work with our own forces: OS/22/91 CONTRACTOR EVALUATION FORM 00450-3 .~-~.;';~".'" , 2.3 We normally subcontract the following work: 2.4 state the percentage of your work that you self-perform, (your specialty), of your total work: 3.0 List three recent, current or typical contracts awarded to your organization. Give name of project, owner, architect, contract amount, percent complete, and scheduled completion date. Include contact name and phone number. 3.1 3.2 3.3 OS/22/91 CONTRACTOR EVALUATION FORM 00450-4 3.4 Have you ever failed to complete any work awarded to you? If so, note when, where and why. 4.0 Do you have "in-house" design capability? If so, please describe. 4.1 Do you have "in-house" value engineering capability? If so, please describe. 4.2 Do you have an "in-house" shop drawing 'program, which includes expediting and review? If so, please qescribe. 4.3 Do you have an "in-house" safety program, and do your forces adhere to it? If so, please explain. 4 . 4 Do you have an "in-house" material purchasing procedure? If so, please describe. 5.0 Are yo~ insured? 5.1 Name of insurance company: Address of insurance company: Phone number of insurance company: Contact: OS/22/91 CONTRACTOR EVALUATION FORM 00450-5 ... ............ ~_. ., 5.2 Worker's compensation Experience ModIfication Factor: 6.0 Are you bondable? If so, please state to what dollar limit. If not, please explain why. 6.1 Attach a financial statement, audited if available, including Contractor's latest balance sheet and income statement showing the following items: A. Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory, and prepaid expenses): B. Net Fixed Assets: C. other Assets: D. Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries, and accrued payroll taxes): E. Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus, and retained earnings): F. Name of firm preparing financial statement and date thereof: 7.0 Excluding material purchases, what percentage of local contracting participation would you utilize on this project? Describe proposed plan on how you will use local participation, and state percentage and describe computation. 7.1 Number of years your organization has been established and working in Monroe County, Florida? OS/22/91 CONTRACTOR EVALUATION FORM 00450-6 8.0 Dated at this day of 19 Name of organization: By: Title: 9 . 0 Mr /Ms : that he/she is the being duly sworn deposes and says of Contractor(s), and that answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn before me this day of 19 Notary Public: My Commission Expires: OS/22/91 CONTRACTOR EVALUATION FORM 00450-7 THE AMERICAN INSTITUTE OF ARCHITECTS . ,,-,,4, Document ,4,101/CM CONSTRUCTION MANAGEMENT EDITION Standard Form of Agreement Between Owner and Contractor where the basis of payment ;s a STJPULA TED SUM 1980 EDITION THIS DOCUMENT HAS IMPORT ANT LECAL CONSEQUENCES; CONSULT AT/ON WITH AN ATTOR.NEY /5 ENCOU1V.CED. This document"is intended to be used in conjunction with AlA Documents A201/CM, 1980; S141/CM, 1980; and 8801, 1980, AGREEMENT made as of the Hundred and day of in the year of Nineteen BETWEEN the Owner: and the Contractor: the Project: . the Construction Manager: the Architect: The Owner and the Contractor agree as set forth below. Cop~ right 1975. ~ 1980 b. The Ameflcan Inslllule of Architects. '~35 ~e\\' York A,.enue. N \V . \'\'ashin~lon. DC 2()()O(,. Re- rroducllon of Ihe maler, a' herein or substant.al quotation of Its P'("I' I"on~ "lIhe ut \\ rillen perm""',n of the AlA, 'olales the cop~ 1Ighl la.... s of the Lr..:ed Slales and .....011 be subject 10 legal pro~eculion. A'A OOCU>,\ENT A1011CM . 0\\ "f~.CO"'TRACTOR AGREEMENT · CONSTRUCTION _ -. . . '.~... ~ . -.. . .~... r.1Q3''''\. "'l-t~ .!..'~~ ~a~, .,~..y..'. AI11CU 1 11tE CON1'UC1' DOClIMINIS The Contract Documents consist of this Aareement, the Conditions 01 the Contract tcInetaI, Supplementaly Iftd other Conditions), the Dr.win,s. the Specifiations, an AddendA issued prior lID and aft Modifications issued ., execution of this A,reernenl These fonn the Contract, and all tre as fully a part of the Contract as if attKhed 10" A,reement or reputed herein, An enumeration of the Contract Documents~" in Artide 7. AI1KU 2 THE WOlle The ConlrKtor wn perform all the Wotk required by the .Contract Documenls" far fHirfy inNtI .. CIIfICioIIl *wipCM 01 .. Woft .. lIM'IGlI .... Coftnca Da llo.lINMIJ , ARTIOf J TIME OF COMMENCEMENT AND SUIST ANnAL COMPl.ET1ON The Work to be performed under this Contract shall be commenced and, subject to authorized adjustments, Subsr.nti.1 Completion of the Wor1c shall be achieved not bier th.n (H~~ i"~'l any ~C'M pro<t;S'OItS '01 'iquid"~ d.lr.'l~~1 ,~/.li.., 10 '.iI..,~ ID comp'~r. Oft ,i,..J AlA OOCUMlNT AlI1/Ol . OWNEIt.CONT~ClOR AGREEMENT. CONSUUCl'ON MANAGEMENT EDITION' JUNE 1980 EDITION' AlA- . ~19l1O . Tl-lE AMElUCAN .."..-,.,-, 'T{ (if '-9r\...l''T: ---~ ~-,~ ..f\.... yr',~.' .'.'r ~ \', ~'A,c:.H~"Jf-""~"'" n ( :Wn"f, "n11("M-'''~'' ' . .. ,..,. . - ... ..... --.~ - __ Jo- ,"',' AaTIO.E 4 CONRACT SUM The Owner shall pay the Contractor in current funds for the perlorrmnce of the Work, subject to additions It'd deductions by Chanle Order is provided in the Contract Documents, the Contract Sum of The Contract Sum is determined as follows: "..,. M'. III. b.s. bid Oft 0fIw, I.",. SUIlt ._nl. <<c."..d 1I1.'(W'" IIId VIIil (Nicn. u w/ia61.J ARTICLE 5 PROGRESS PAYMENTS aased upon Appliations for Payment submitted to the Construction Manaler by the Contractor and Project CertifjQ:~ for Payment issued by the Architect, the Owner shall make prolress payments on account of the Contract Sum to !he Contractor as provided in the Contract Documents for the period ending the day of eidl month as follows: Not later than days following the end of the period covered by the ApplicOltion for POIy~t. percent ( %) of the portion of the ContrOlct Sum properly a/looble to 100bor, mOltenOlls il'lCf equipment incorporated in the Work and percent ( %) of the portion of the Cont"3ct Sum properly OIllocable to materials <lnd equipment suit<lbly stored at the site or at some other loc<ltion agreed upan in writing, for the period covered by the Application for P<lyment, less the aggregate of previous pOlyments mOlde bv the Owner; and upon Substantial Completion of the Work, 01 sum sufficient to increase the total pOlyments to percent ( %) of the ContrOlct Sum, less such amounts .~ the Architect sh<lll c:!~termjne fOT all incomplete Work and unsettled claims 015 provided in the Contract Documents. (/I IIOt cov.,.d .IsrNh.,. in III. COIl""1 Oocvm.nll. II.,. iN." any ptovisiOll 10' limit;n, 0' .f'duc,", IIIr .""",nl ,ru;"..,J .I'r, III. Wo,k ,ucJ,.s . cr-~r. su,. 0' compl.tion.l Pa;ments duE' and unpaid under Ihe (onlract Documents shall bear interest irom the dale pa;menl is due al Ihe T~ entered below, or in the absence thereof, at the It'gal rate prt'\adlng al the place of the Project. IHr,r in,r'l .Ily 'JI. of .r.rrt.Sl .,'rf'd upon) (UUIr')' '.ws .nd ,t'quilrmrnu lJ~d,r th~ '~dr,~1 r,u'" in Lrndin, Act Jim.I., SI.,)rt ,nc1 loc.! (O"~.Jmf" c',d., :.-..'$ ~^<i orh~, I~rul~llons I: th~ 0... $!, S ,"d COlll,.ero,. p"nc.p.1 pi".. 01 bu,inru. Ih. 1<X.I.On 0' Ih~ 'ro;rcl .nd rl.r..her. m.) .1t~CI lhr ..!.d.r. o' Ih,. p'G. .'.on S~C"I( Ir,.1 .d\ .cr s":. : ~ obr.in.d willi '.s~C1 10 d.I.,iOll. modiflClliOtl 0' oth., '~u,'.m.nu such " "'''lIm d,sc/o,u'r, O' ...,.r" j r -~" I r\'., I'''' rlJ a -. '" ,~-..r ,,---- .",.~. .,.-..-"..... ....._...."---~.....-.. ~ - AI1IC1I , fINAL PAYMENT Final payment, constitutin. the entire unpaid balance of the Contract Sum, shan be paid ~ the Owner to .. Contractor when the Work ~s been completed, the Contract fully performed, and the Architect has issued a Project Certificate for Payment which approves the final payment due t~ Contractor. ARTIClE 7 MISCElLANEOUS PROVISIONS 7.1 Terms used in this Asreement which ~re defined in the Conditions 01 the Contract s~1I have the meaninp desisnated in those Conditions. ' 73 The Contract Documents, which constitute the entire asreement between the Owner and the Contractor, are I~ in Article 1 and, except for Modifications issued after execution of this Asreement, are enumerated as follows: (li., be/_ W AI,_nl. W ConcfilioftJ 01 W COII/tld ICent,aI, SuppltlMnl.ry Md oeM, ConcfiliOlU/. 1M Or......... SpKiliations. MId lIlY ~ MId accepted aI't,MltJ. show;". ,.,t 01 sIIHI /IUmMII '" all ases Md eNleI w#tt,. w/icMtl.., AlA DOC1)M(Nl A'"ICM . OWN(l.CONTlACTOR AGREEMENT. CONSTRUCTION MANAGEMENT E OmON . JUNE 19110 EDITION . AlAe · ClT9IIO . THE AMEltICAN l"qITUH or AItCH!'!C', '-3, "!W ynn AVE. N W WA5H'''GTON, 0 C 7(Ol6 A101/CM - 198C 4 7.3 Tempoflry flcilities lnd services: (He,. iftMtt ~II)' lac.li,ifl IIwI Jef\'icW .".,dt 't. .".,. ~ 01 ill lddil,Oft 10 IItoM .ltC/wdM ~..,..,. ," rJt. COtlClICt ~.} 7.4 Working Conditions: (He,. li.1 'ny sp<<i" condilions ,ilK/in, rhe CCIIIltICt.J This Agreement entered into as of the day and year first wrillen above. OWNER CONTRACTOR .,. ()nrl't,lpo/T .101'CI>1 . O",-[RCO,-TRAClOR .C.R[(Mf'o/T . CO'lSTRlCTIO'- " "" ... ~ " - '."'.-...... .... ','. ... .. .' .........~....... '.- .-.. . '. -. ^~. THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A311/CM CONSTRUCTION MANAGEMENT EDITION Performance Bond KNOW All MEN BY THESE PRESENTS: !hit !tW" illse" Ivll "'",. IIld add",. 01 '-p' till. 01 CoftIFlC1Or' IS Principal, hereinafter tilled Contractor, and, !tWit illse" f"Il 1\1"'. IIId acIcIt... or I.pl til'- 01 s.,"1yl as Surety, here,inafter called Surety, are held and firmly bound unto /H." ;11.." Ivll 1\1"'. .1Id .dd,~t 0' 'epl "". of 0...." w as Obligee, hereinafter ulled Owner, in the amount of Dollars ($ ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated (Her. in.." 1,,11 ".""e. .dd'en .nd ~c"p"O" 01 projtcll ,'9 , entered into a contract with Owner for in ac..cordance with Drawings and Specifications prepared by /Here ;".." f,,11 tI._ ...d .dd,tll or lepllille of Arch,ltctJ which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AlA OOCVM(Nl .IJ,"CM . '[RfO~..v.NC( tONO AND LA80l 11."0 MATERIAL 'AYMlNT 80NO . CO"STRUC"TION MANAGEMENT EDITION 1''-'' .0.... ,r"."... . ,,.. . rHf ."fRIC... 1...~TITL'rf or 4?('"iITfC15 1e)\ '<rw YORK A\I"'Lf .." ""5"""C10'" DC ](;(Q 1 of 4 PEIFOIMANCIIOND .... 1HWFOII. M CONDITION OIlMlS OtuCATION II wet. "'I. if Cofttractor....1I ,..ompdy IIWIfllthfully........- ContraCt. then.. obIiplion thai be..n and void; ochtrwi.1t shill...... in full bee 1M..... The Surety htrtby walwt notice of any alteration or extension of time made by the Owner, WMMYer Contractor ~II be and declared by Owner to be in default under the Contract, the Owner hlviftt performed Owner's obliptions thereunder, the Surety may promptly remedy the def.ult, or shall promptly 1) Complete the CoAtract in accordance .with ilS terms and conditlofts, or 2) Obtain a bid or bids for completinl the Contract in accordance with lis terms and conditions, and upon det.r. mination by Surety of the lowest responsible bidder, or. if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder. arran.. for a contract between such bidder and Owner, and make available as Work' prolresses (even thoulh there should be a default or a succenion of debults under the contract or contracts of completion amn.ed under this parl.rlph) Si&n~ ~nd sealed this day of sufrlCient funds to pay the COlt 01 completion ... .. W- anc. 01:. the contract price; but not actediftl, indudinc other COIlS and .rNlft for which the Surety Ny be liable hereunder. the amount lit fof1h in ... .. pa... Iraph hereof. The term "bIlance of the contract price.- as used in this paralraph, ~n man the IOta I amount pay- able by Owner to Contractor under the Contract and ..., amendments thereto, less the amount property paid br Owner 10 Contractor. Any suit under this bond must be instituted beIor. the expiration of two Q) years from the date on which ftNI payment under the Contract fans due or before the .xpira- tion of one (1) year from the Date of Substantial Comp.... tion of the Project, whichever is IIt.r. No ritht of action shall accrue on this bond to or for the use of any penon or corporation other than the Owner named herein or the heirs, executors, administra- tors or successors of the Owner. ,19 I ""'te;I>'" cs..ll lWi'nru) (T.,/r) l r$""t'r., ~,I) (\"I'illlru) (T.,lt' AlA t>OCVMEHT A)ll/CM . rllfOl>.lA"Cl 80NO AND LABOl AND MAT(RIAl PAYM(N' 80"0 . CO"STlUClIO" MA......C(M(NT (OITION JUNE '980 (OITlON' AI.... . THE AM[II"'''' INSlIH.:H 0' A1CHlllClS 17lS 101(..... YOU ...VENU(, N W, WASHINCTON, 0 C. 1InJI, 2 of" THE AMERICAN INSTITUTE OF ARCHITECTS AlA Documenf A311/CM CONSTRUCTION MANAGEMENT EDITION Labor and Material Payment Bond THIS 10ND IS ISSUED SIMULTANEOUSLY WITH PERfORMANCE 10ND IN fAVOI OF THE OWNEI CONDITIONED ON THE fUll AND fAITHfUL PUfOIMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that IH... i_It r"" IIA"'. IIld ,...." Of "'1' lill. III COl'I'IC10rt IS Prin'cipal, hereinafter called Principal, and, IH.,. ill,." "''' 111_ Iftd Idd,",' 0' 1.,lllilM ., Su..ty} as Surety, hereinafter called Surety, are held and firmly bound unto IH... .II~" ",1111&"', &1\4 .d<"f\' or I'll' "I" 04 0-.-.'1 as Obligee, hereinafter coiled Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of IH,., .11"" . ,,,m f'<l".1 10 II I,ur onf.~" 011'" COI'I'IC1 pro"l Dollars (5 ) , for the paym~nt whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated ~.. .""" 1,,11 n.mf, .dd".. 'l'Id d,\C"pIoOI'l 01 prOl'CU ,19 , entered into a contract with Owner for in accordance with Drawings and Specifications prepared by ,H"f 'Mf" f,,1I n,mf Ind .dd"" 0' Ifl.l 1.1/, 04 A,,~ dfet! which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AlA DOCUMENT AJll/CM . PERf o IlMA"IC [ 10NO AND LAIOl AND MAHRIAL PAYM[NT 10NO . CONSTlUC110N MANAGEMENT EDITION JUNE 1980 EDITION . AlAe . TH[ AMERICAN INSTlTUH Of ARCHIHC1S. 1nS N[W YORK AVE""L't. N W. WASHINGTON, 0 C 2(Olf. 3 of 4 lABOR AND MAlBIAL PAYMENT IOND NOW, THlllfOll, THl :ONOITION Of THIS OIl1GA'i1ON IlIUCh Ih.t, if Principal shan promptly INke plymtnt to all cl.i ants as hereiNfter defined, for .n llbot .nd INteNI tIMId 01 IUlONbty ....ired for use in the peffonNnc. of Iha Contract. then this obliption shall be void; otherwise it sh&1I relNin in full force and effect. subject. howtwr, 10 .. followin. condition': 1. A claimant is defined as one havin, a direct contract with the Principii or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the perlormance of the Contract, labor and material bein, construed to include tNt part of water, p', power, li.ht, heat, oil, ,asoline, telephone service or rentll of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally a,ree with the Owner that every claimant as herein defined, who has not betn paid In full before the expiration of a period of ninety (90) da~ after the date on which the I.st of such claimants work or labor was done or perlormed, or materials were furnished by such claim. ant, may sue on this bond for the use of such claimant, pre>>ecute the suit to final judsment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one h.vin. a dired c0n- tract with the Principal, shall have ,iven written notice 10 any ~o of the followinS: the Principal, the Owner or the Surety above named, within ninety (90) days after such claimant did or perlormed the last of the work or labor, or furnished the last of the materials for which ~id claim is made, stating with substantial accur.lCY the amount claimed and the name of the party to whom the materials Signed and sealed this day of were furni5hed, or for whom the work or labor was done or perfo~. Such ~tice sha~1 be seNed by mailin. the same by re'lstered Nil or certified mail, posu,e prepaid in an envelope addressed to the Principii, Owner ~ Surety, at any place where an offICI is reaularfy maintained for the tran~ction of business, Of seNed in any manner in which lepl process may be served in the stlte in whidl the aforesaid project is located, save that such seMa need not be made by a public officer. b) Aft~r the, expiration of one (1) year fonowin, the cia. on which P,.nclpal ceased Work on said Contract or aft.tr the expiration of one (1) year followin, the Date of Sub- suntial Completion of the Project, whichever is later it bein, understood, how....er, tNt if any limiution ~m. bodied in thi~ bond is prohibited by lny I,W controllinl the construction hereof such limiution sNII be deemed to be amended SO as to be equal to the minimum period of Iimiution permitted by such law. c) Other than in a st.te court of competent jurisdiction In and for the county or other politial subdivision of the stolte in which the Project, or any plrt thereof is situated or in the United States District Court for ~ district ~ which the Project, or any part thereof, is situated, and not elsewhere. 4, The amount of this bond shall be reduced by and 10 the extent of lny payment or payments m.lde in lood faith he~eunder, i~c1usive of the payment by Surety of mechal'l- ICS liens whIch may be filed of rKo,d IBainst ~id im- p,o..ement, whethe, or not claim for the lmount of such lien be presented under and ,sainst this bond, ,'9 I """cip,'} ~II (W;lnpu) (TIlle) I '5"'f'I, i ~I (WilntH) (T;1.I~) AlA OO<UMlJ\/l .011/04 . PUfOlMANCl tOND AND l^!Ol AND MATlllAL PAYM(,..T tOND . CONSTRUCTION MANAClMENl (DITION JU"'"( ,9aJ (DITION . AI"- . THE AMEllCAN INSl Ill. T[ 01 ^RCHIHCl~. 1735 NEY, "ORK AV(NUl, "W., WASHINCTON, DC 2(Olf, 4 of 4 -.....~ __ M!J"" . THE AMERICAN IbISTITUTr OF~CTS .. '.'- . AM Document Al01/eM CONSTRUCTION MANAGEMENT EDITION General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGIlL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED. 1980 EDITION TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 8. TIME 2. ADMINISTRATION OF THE CONTRACT 3. OWNER 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 4. CONTRACTOR 11. INSURANCE 5, SUBCONTRACTORS 12. CHANGES IN THE WORK 6, WORK BY OVVNER OR BY SEPARATE CONTRACTORS 13. UNCOVERING AND CORRECTION OF WORK 7, MISCELLANEOUS PROVISIONS 14. TERMINATION OF THE CONTRACT Copvr'g"ll 1975. ~ 1980. by The Amefle~n '''Sl.lute of Areh.teeIS. 1735 Se" Yo" A..€-ce. S."'" \\a,I-'''2ton D.C. 20006. Reproduction ot the malenal herein or substa~~.al quotation of Its prO\ ISlons ",:hout ..... lIen perrT"II,on oi the >'1 A. \ ,olate' the CO;:"fight la....s of lh~ L -,led 5'a:e' .-.j ",11 bl: Icb:eCl to legal prolecut,C" ...,... OOCL"IE'.T "'20\'CM . CE"E~'~ CO"~1T10"5 OF TH~ co"aA.CT FOR CO"51RLCTIO-': CC",,',. CTIO" v.A."....CL..'E"; EOI:IO' . IL"E 198.:, E::;::,O" . AI.A.1 . :: 195: . THE .A..,..".(A..... ""Till 'E OF ARCHITECTS 1~J; "EW 'ORK A\E "\\ \\A5HI'r:H'" DC :0001, A201iCM - 1980 1 .' .......~ .....~...."'- --- ,......_~,-.....'- .~.. .-.... ........ - p- ~.......--:".-,--. Acceptince of Defective of Non-Conforming Work. .6.2.2.13.3 Acceptince of Worle ................. .9.5.5.9.8.1.99.1.9.9.3 Access to Work. .... . . . . . ... . .. . .... . .., . .. . .. . .2.3.6. 6.2.1 Accident Prevenllon ... . . . . . . . ........ . . . . . . . . . ... .2.3.5, 10 Acts ind Omissions. ........ .... ....18.3. 7.... 7.6.2, 8.3.1. 10.5 Addendi, DefiMlon of .............................. .1.1.1 AdditioNI Costs. Clilms for ...........................12.3 ADMINISTRATION OF THE CONTRACT.. ........... .2,4.3.3 Agreement, Exlenl of .............................. .1.1, 1.2 All Risk Insurilnce . . . . . . . . . . . .. . .. .., . .. . . . ... . . . ., . .11.3.1 Allowinces .......................................... ....8 Applic~tions for P~yment, Contr~ctor's ...... .2.3.8.9.2.1,9.3.1. 933.95.3.9.7.',982.9.9.',9.9.3,9.9.5,1'.3.','4.:!.:! App!ICiltions ior Pilyment, Prolect ............ .23 8. ~39. 931,9.4,961.9.7.1 Approv~ls ..................... .23.18,3.4.4.3.3,45,4.12.4, 4.125.412 b, 4.12.8, 4.13.2. 7 7. 9.3~ Arbitwion . ..... .2.3.15, 2.3 ~3. 62.5. 7.9, 8.3.1. 11.37, 11.3.3 Archuect, Dei,n.t,on of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.1 Architect, Extent of Authority....... .2.3.3...,4.12.8.52.7.7.2. 81.3.81.4,8.3.1.9.2,9.3.1.9.4,9.5.3,9.6.13.8, 9.9.1, 9.9.3. 121.1,12.1.4,12.3.1,1241,13.1,13.2.1,1325,142 Archllect, Limltat,ons of Aulhorlty ~nd Responsibility .....2.3.2 through 2.3.5, 2.313 through 2.3.18, 2.3.22, 412.&, I 521.942.9.54,955.124 Architect's Additional Services.. .3.4,7.7.2.13.2.1, 132.5, 14.22 ArchltE'ct S "'pprO\i1ls ..... .2318.34.45.4.12.6,4.12.8. ".18.3 Architect's ",uthonty to ReJect Work... .2.316,4.5.13.1.2.13.2 Archlh.'ct'S Cop"'ghl . . . . . . . . . . . . . . . . . . . . . . . ., . . . . .,. ., .1.3 Architect's Dec,SIl,)ns ............. .2310 through 2316, 7.7.2, 7.9.1,9.2,9.4,9.6.2.9.8.1.1214,12.3.1 Architect's In,perlons ........ .2316.2.3.21,9.4.2,981,9.9.1 Arch,tect'5 In>lructlOns ......... .2.3.16.2.319.7.7.2.124. 13 ~ Arch,It::t's Interpretation5 . . . . . . . . .2 3 '0 through 2.3.13. 1232 ....rch'I.'cts O",Slle Observatlons .......23.4, 2.3.6, 2.3.9, 7.7.1. 7.7.4.9.4.2.96.1.9.91 Arch,tect's Relatlon5hip .....,th (ontrolClor ..... .1.1.2,235.236. 2313.2.316.433.45.47.3.412.6.418.11.3.b Architect'5 Rela\lons~lIp .....,th Subcontractors . . . . . . . . . . . . . . . . . .1.1.2. 2.3.16. 95.3. 95.4 Ardlltect'5 Represenlat'ons .................942. q 6 1. 9.9.1 ArtlshC Effect....................... L?3, 23 14. 23.15. 7.91 Attorneys' Fees . . .. ...... ......... .418.1,6.2.5.9.9.2 A"ard oi Separate Contracts. . . .. ............... .6.1.1 A.....i1rd of SubCL'ntrolct\ and Other Contract- for Pvrllons OJ the Work. . . . . . . . . . . . . . . . . . . . . . . . . .. ...5 2 Boiler and .\Iolch,nery Insurance. . . . . . . . . . . . . . . . . . .... .11.3.2 Bonds. Lien ........ ...........................9.3.3, 9.92 Bond5. Periorm~nce. labor and Material Payment.... .7.5. 993 Budding Permit... ................................... .4.7 Certd,cate of Substanti~1 Completion.. .9.81, 9.8.2. 9.8.3, 9.8.~ Certif,ciltes of Inspection, Testing or Approval ............7.7.3 Cerldlc~tes of lnsur~nce ....................... .9.3.2.11.1.4 CertdlC~te5 for Pa,ment, Project....... .2.39.2321.94,9.51. 9.5 5, 9 6 1 . 9.7.1. 9.8.2. 9.9.1, 9.9.3, 1 2 . 1 .4, 14.1.1. 14. ~ 2 U',ange Orde's .....1.1.1.2319, 3~. 4823,411.1, 5 2 3, 7.7 .2. 8.3.1.9.7, 9.9.3, 11 31. '13 5. '1 37. 121.12.2.1,1231. nl 2, 13.2 5, 13.3.1 Ch~n8e Orden. Def,n,tion 01 ........................ .12.1.1 CH.~NGES IN THE WORK................. .2.3.19, 4111 12 ~.. INDEX Claims for AddItional Cost or TIme. . . . .8 3 2, 83.3. 12.2.1, 12.3 Cliims for Dimiges . ... .. . . .. . . . . .6.1.1, 6.2.5. 7.", 8.3. 9.6.1.2 CI~lms and Disputes Between Conlrutor and Owner. . . . . . . . .. ... .2.3.12. 2.3.15. 2323. ".18.2, 7.9 Cle~nlng Up .... . . . . ............ . . . . . . . . . . . . . . .. . ....15. 6.3 Commencement of the Work, Conditions Rel~hn8 to .3.2.1,4.2, . ".7.1.4.10,5.2.1.6.2.2. 7.S. 9.2,11.1.11.3." Communicillons ..................... .2.3.2.3.2.6, ".9.1, 4.16 Completion. Conditions Relit&ng to .. .2.3.21. 4.11, 4.15. 9....2, 99. 13.2.2 COMPLETlON,PAYMENTS AND..........................9 Completion of the ProJect, Subst~nti~1 .......8.1.... 9.8.3, 9.8.4, 9.9.4.9.9.5.996,132.1,13.2.2 Completion of the Work, Substanhil ........2321,8.1.1.8.1.3. 822. 98. 9~ 2. 99 3. 11.3.9 Compliance With Laws.... ....... .1.3. 2.1.1, 4b. 47,4.13,7.1. 7.6.1,77.1.1022,14.2.1 Conculed Condition, . . . . . . . . . . .. ................... .12.2 Consent, Written ................... .2.322, .$.14.2,7.2.7.6.2, 98.1,9.9-,,9.9.3.11.3.9 Construction Manager. DefinItion of .....................2.2 Construction M~n~ger'5 Approvill .......... 410.1, 413.2 Con-truCI,on ~\an/lger's Add'honal Services........ .3.4, 7.7.2, 13.2.1, 13.2.5. 14.2.2 Conslructlon Manager s "",tho"t)' olnd R(',p"""bd,ty .... .233. 2.35.2.3.16,2.3.10,23.22.48.1,4.17.1,4.18.3. 7.74,9.2,10.2.5.113.6,12.1.4, '''.'.1 Construction Manager'5 .conllrmatlon ........ . . . . . . . . . . .9.9.3 Construction Miniger's Consultation with the Arch,tect .2.3.12, 2.3.16,2.3.19,2.3.21,3.4.1.9.6.1.9.8.1,12.1.4. 12.31, 142.1 Construchon Manager's Coordin~tion ~nd Scheduling. . . .2.3.7, 2.317..$31.4.10.1. ".12.4 Constructlcn Maniger's DeCIsIons. . . . . . . . . . . . . ... . .6.3. 8.3.1 CO"qructlon\lanager's Determlnatlon5 . .23 3. 63.1. 7.7.2. 8.3.1 Con,truct'un .\Iolnager's Interests. .. ............ .11.3.1.11.3.2 Construct,on M~nager s Recommendations.. .2 38. 2.3.9. 9.3.1, . 9.4.1.9.7.1.9.91.12.1.1 Construction Manager'\ Re'oll,onsh,p ",'lh Architect. . ....... . ... .1.1.2.23.1.2.3.3.23.21 ConstructIOn Manager s Relolllvn,h,p .....,th Conlractor .....1 1.2. 23.15.2.3.16.32 b, 421, 433. 4S. 47.3,4.11.1,4124,412&. 41b.l. 4.17.1. 4.1a, 52. 6.21. 6 22, 7.6.2,7.7.79.1,7.92. 8.3.1.8.3.2.9.4.1,9.54,981.9.9.1, 10 ~ 6.111.4.11.3.6 Cun-truct,on Manager', Relat,on,h,p ".lh Subcontr~ctors ....... '12.2316.5.31 ConslruCllon Manager', Re"ew ........ .....23.8.2.3.17.5.2.1 Construction Schedl.o't C''"tractor's ......... ...... ....10 Contract, Definition 01 .... . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1 2 Contrilct "'dminISIr~tlon ...... .................... .2.3,43.3 Contract ""ard and Execl.ot'on Cond,llons Relating to..... .4.7.1. 4 10. 5.2. 7.5. 11.1. 113.4 CONTRACT DOCUMENTS ...............................1 Contract Documents, Copies Furnished and Use of ....... 1.3.3.2.5.5.3 Contract Document5. Definition oi .....................1.1.1 Contract \\vd,i'lJ!,un, . ......... . ..................1.1.1,'2 Contract Sum, Def,n:t.on 01 .......... .. . .9.9.1 Contract 1 erm,n.!: 'c~ 1 ~ Contract T,me. Defon,h,m VI .8.1.1 CONTRACTOR ...................................,.....4 Controlctor. Def,n.t:on of ............... ,t.,.... . . .4.1, 6.1.2 Contractor's Construction Schedule . . . . . . . . .4.10 ...-"....~ ...:. -ct. AlA DOCUMENT AltlICM. GENEIlAI. (U"o,,-,,TIO"o,S 01 '. l CO...r~..(l fOR CONSTRUCTION (ONSTRUCTIO.... \'......"CI'-<INT EDITlON . tuNE 19lkJ 101'ION . AlA' . ['19llO . THE AMEIlICAN INST'Il-l( Uf "RCHITECTS. 173S ....EW '1011( A~W.. WASHINGTON. D.C. XlOllll 2 A201/CM-1980 ...... '. . .... - .... . Contr~Clor's Employees ......4.3.2, 4.42, 4.8.1, 49, 4.18, 102.1 through 10.2.4,1026,10.3,11.1.1 Contr~ctor's liability Insurance. ....................... .11.1 Contractor's Relitionship with Architect. . . . . .1.1.2, 2.3.5, 2.3.6, 23.13,23.16,43.3, ".5, 4.7.3, 4.12.6, ".18, 11.3.6 ContriCtor'S Rel~tionship with Construction Milnager .....1.1.2, 2.3.15,23.16, 3.2.6, ".2.1, ".3.3, 4.5, 4.7.2, 4.11.1, 4.12.", 412.6,4.16.1,4.17.1,4.18,5.2,6.2.1,6.22,762.7.7,7.9.1, 7.9.2,8.3.1,8.3.2,9.4.1,9.5.4,9.8.1,9.9.1, 10.2.6, 11.1..., 11.3.6 Contrictor'S Relationship with Separ~te Contractors ind Owner's Forces........................... .3.2.7,6 Contractor's Relationship with Subcontractors. . . . . . . . . .12.4, 52, 53,9.52,11.3.3,11.3.6 ContrilctOr'S Representations ...........1.22, 4.5, 4.12.5, 9.3,3 Contr~ctor's Responsibility for Those Periorm,ng the Work. . , . . . . . . . .. . . .. . . .. .43.2,4.18. 10 Contractor's Rev',ew of Contract Documents. . . .12.2. 42. 4.7.03 ContractOr'S Right to Stop the Work .................... 9.7 ContractOr'5 Right to Terminate the Contract............. 1".1 Contractor'~ Submilt~ls .............. .2.3.18,4.10,4.12,5.2.1, 5,2.3,9.2,9.3.1,98.1,9.9.2,9.93 Contractor's Superintendent. . . . . . . . . . . . . . . . . . . . . . .4.9, 102.6 Contractor's Supervision and Construction Procedures. . . . . . . .. .1.2..., 235,4.3, ".4, 10 Contr~ctualllabllaty Insurance........................ 11.1.3 Coordination ind Correlation. . . . . . . . .1.2.2,1.2.4,4.3.1,410.1, 4.12.5,6.1.3,6.2.1 Cop,e5 Furn,shed of Drilwlngs and Speclflcat'ons . .1.3, 3.2.5. 5.3 Correction 01 \\ ork .....................3.3, 3.4, 10.2.5. 13 2 Cost. Defln,(.on of ..................................121.4 Costs.......3 4.482.4.15.2.523 6.11,6.2.3,62.5,6.3,7.7.1, 7 ~.2, 9.7, 11.31,1135,12.1 3.12.1.4,12.3.1312,13 2.142.2 Cull.r-g and Patching oi \\ork ......................... A.14 D"milge to the Work............4 142,10212,10.27,11.31 DarT'age (() \\ork .... . . . .. .,. 4.14.2,4.181,624.625.9615, 102.1.3,10.2.2.10.25.103,132.6 Damage~. CI~.m~ for ... . ......... .6.1.1,6.25,7.4,9.6.1.2 Dilm~ges ivr Dcla~ .. . ............ .6.11.83.4.9.7 Day. Definition or .. . . . . . . . . . . . . . . . . . . .. . ....... ..... .8.1.5 Decl~lons of the Arch,tl'ct .. . .23.10 through 2.3.16, ;" 72, 7~.1, 9 2. 9",961.981,121.4,123.1 DeCIsions oj the ComtruCllon :\\anager ..............63,83.1 Deiect,\e or .....on-Conlurm,ng \\o'~. Acceptance. Rejection and Correction 01 . . . .. .2.34.23.16.33, 3A 4.~, 622,623.9611 9942,13 Deflntl,on~ ...... ..... .' .1.1,2.1,2.2,3.1,4.1.4.12' tl-:'j;jgh 412.3,5.1,6.1.2,8.1,9.11,1211.121.4 De:a\~ and Extensions of Time........................ 8.3 Disputes............. .,. .2.3 12.2315,2323. 62 5. 6.3. - 91 Document~ and Sample. at the Site. . . . .. . . . . . . . . . . . . . . .411 Dr~wings and Speclflcat.ons, U5e and Ownership of . . . .. ...... .13,32.5,4.11,5.3 Ea~e""'ents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 23 Err€'genc-('s ................................ 103 Em.'vyee" Contra, Llr~ ......... .432,4.4 4 ~ 81 4"'. ~ 13. 10 2.1 lh,(,~:;h '1) 24.1,. 26 ,') 3 1" 1 1 Eq~.iCment. labor. \1al, "011, and .....111.44 4; ~ 12, 413. 4.15.1.621 Q32.933.96U.Q92. 10212.1131.1214.13 2 2 13 25 14 hccutlon and Progreu of the Work........ .1.1.3,1.2.3,2.3.4, 2.3.5,2.3.1,,4.2,4....1,4.5, ".7.1, 6.2.2, 7.9.3, 8.2.2,8.3.1,1'-3.2,9.&.1,10.23,10.2.4,14.2 execution, Correlation and Intent of the Contract Documents ..................... .1.2, 4.7.1 Extensions of Time....................... .8.3, 12.1.1,12.1.2 fiilure of Payment by Owner. . . . . . . . . . . . . . . . . . . . . . .9.7, 14.1 hilure of Payment of Subcontractors. . . . . .9.6.1.3, 9.9.2, 14.2.1 Failure to Cury out the Work. . . .. '" . . ... .. .. . . .. ... . .2.3.5 Final Completion and Finil Payment.. .2.3.15, 2.3.21, 9.9, 13.3.1 Financial Arrilngements, Owner's .. ... ., . . . . . . . ., . ..... .3.2.1 Fire and Extendl'd CO\erige Insur~nce .................11.3.1 Co\erning law,. .................................... .7.1 Indemnlilcatlon .... ....................417,418,6.2.5,9.9.2 IdentifICation of Contr~ct Documents. . . . .. . .. . . . . . . . .. .1.2.1 Ident,f,ution of Subcontractors and Suppliers. . .. . . . . ... .5.2.1 Information and Services Requlled of the Owner. . . . . . . . . . .. . . ... . .. . ... .3.2,6.1,9,11.2. 11.3 InspeC\lons ............ . .2.3.16, 2.3.21, "3.3.7.7,12.1.2,9.9.1 Instructions to Bidders. . .. . .. . .. ... . .. .. . ... . . .. .... .. 1.1.1 Instructions to the Contrilctor . . . . . . . . . .2.32, 3.2.6, ".8.1, 7.7.2. 12.1.2,12.1.4 INSURANCE ................................;.....9.8.1,11 Insurilnce, Contractor's liibility ....................... .11.1 In~ur~nce, loss of Use . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . .11." Insurance, Owner's liability. . . . . . . . . . . . . ~ . . . . . . . .. . . .. .11.2 Insurilnce, Property ...................................11.3 Insurilnce, Boiler and ,"I~chjnery . . . . . . . . . . . . . . . . . . . . . . 11.3.2 Insurilnce, Speciill Hazards...... . . . . . . . . . . . . . . . . . ... .11.3.5 In5urilnce, Stored Malellills ...... . . . . . . . . . . . . . . . .9.3.2, 11.3.1 Insu!~nce Companie5, Consel\t to P~r\lal Occup~ncy .....11.3.9 Insur~nce Companies, Settlement Y.'llh .. . . . . . . . . . . . . . . .11.3.8 Intent of tne Contrilct Documents............. .1.23, ~.3.10. 2.3.13, 2.3.14, 12.4 Interest .........,............... . 78 Interpretation;.. Wrollen ........1.11: 2:3";', 'ii,i:i.3:ii:i2:4 labor, .'~aler'al;. and Equpm("1l ..,....1.13.44,4.5,4.12,4.13 415.1, t: 21,9.32,933.9.6.13, 9.:U, 10.2.1.2 11.3.1,12.14.132.2,13.25,14 labor ~nd .\laler'oll Pal mt'n1 Bond ...................... .7.5 labor DIsputes. . . . . . . . . . .. . . . . . . . . . . . , . . . . . . . . . . . . . . .8.3.1 laws ~nd Rt'sulal,ons .............1.3,11.1,4.6,4.7, ".13,7.1 7.6.1,7.7.1, 10.2.2,14 lIens .......... ........................9 3 3 9 9 ~ 994 i l,mltallOnS 01 Author,ly . .......... ...... .2.3 i: li3~8, ;2:4' lImItations of l,a~:: I'.. ...... .2.313, 2316,2.3.18,3.3,4: 47.3.412.6,4.17,4.18.62.2,7.6.2,9.4.2 . 954 Q94 995,102.5,ll.'.2,1'.H l,mitations of T,me. General....... 23.11,2.3.18, 32.1.3.2.': ..:. -l 7.1,4.7.3,4.12.4,4.15.1,5.2.1,5.2.3,6.2.2,7.1, 7.7,7.9.2,8.2,952.961,98.9.9,11.3.1,113.01 1139.1214.124.13.2.1,1322.13.2.5 l,mllal'On, ot T,me ';'(, 'TIC ..34.4 '0 792.8.2,83.2 ::; (': ';1.94~ "'5~ '-"-.1114.113.8 ~: 2 1231.13 2 2 13 2.7,14.1,14.2.' . . . . . . . . .7.9.2, 13.2.2, 13.2.7 . . . . . . . . . . .. . .11.4 Lin1ltatl(o!1c, C.L" ,,: Lo~~ 0: L'~e in:-...~.::",:~ "'" DOCL'o.\P,T "201.CM . ( ,'ER'l CO'[1!;10'S Of ~...~ CC",';':I' ,. ( "'ll(L (;' "- C0'S:R~ClI0' ,,"'",CE,,:,r EDll:0' . jL.....E 1Q9- t~" " , ~I~' . -: ;'.t.,I . lilt ""'ERIC', "'~i', TE ,'f",'.. '.:lEC1~ ,-); 'E\\' ~(ll(~ ~\'( ',\\ :. \~li,'Cl()' () C :."'0 A201/CM-1980 3 Miltcflals, lJbor olnd [qutp~enl ...... .1.13, 4.4, 4.5, 412, 4.13, 4151.6.21.932,9.3.3,9.61.3,9.9..!. 1" 2 1 2.11.31, 12.1.4, 13.22, 13.2.5, 14 M~terial Supp"er~ ..... ............... .4.12.1, S2 1,9.3.3 ~leJn;, Methods. Techn,qu(';. Sequenc('~ ~nd ,nd Procedures ot COI"-lru(1l(.m .........2.3.5. 43 1 q 41 '\,"or Ch,nges in the "Vork .... ........... .1.1.1. 2319. 11.4 MISCElLANEOUS PROVISIONS ...........................1 ~'Oa'\I(oltlons, Definition 01 .......................... .1.1.1 ~Iodl"c~tions to the Conlract ....... .1.1.1,1.1.2,232.2.3.22, 4.11.1, o$.i.3. '12 '1utual Responslb,loty .... ............................ .6.2 ,c~.(onj(1rrT':n>: Work "'cc('ptJncc 01 Deiettlve or ..... .13.3 'ot.ce. \\rilt('n .... .2311. 2315. 0$2. 4.~ -' 4.74,4.1}, 4.126.412 - 52.1,7.3,74,7.9.2,8.12,8.32,8.3.3, 9011. 9b 1 ... -, 9 CJl. 995,1026. "1 4. 11.31. 11.35,1137,113.8,122.123.13 22, 132.5, 14 '"Iltl". Pt'rm,ts. fl'\.'> and. .' .........23.2.4 - .U 31. 102.2 Sotlce ot Testing and In'pectllln; . . . . . . . . . . . . . . . . . . i.i 'ot'cc to Pruc(:ed .. ............ .8.1.2 Ob-ef\allOn" Contractor's............ ..........122, 4.i.'\ Oc:..;,arlC\ ............. .....81 '\, 8.14,955,1139 (.l"'~Ih.' ln~rh.'l ~1I)ns. b\ the Arch,lect ... .. .2.3.16.2321.9.4.2,9.8.1,9.9.1 On.~ :., Ob,ef\at,ons by lhe Architect.. . . . . . .2.34,2.36,2.3.9, 7.71, i.74, 9.42. 96.1, 991 Orde". \\flllen .. . . . . . . . . . . .3 3. 49, 12.1.4, 12.4.1, 13 I O\\'lIiER ......... . . . . . . . . . . . . . . . . . . . . .. . . . ., . . . .3 O\\ner, DellnlliOn .. ........................... ..3.1 0" ,..... Iniormatlun and Ser'.,ces ""lulled ut the ...... .32. 471. 6.13. f, 2. () 11.2.11 ') 0\\'"'' Authur.1\ ......... .2.3.21,7.7.2. 'J 31. ').L~. 9.81,11.38.1111.1214 O,\I".,'r, Final", 1.11 (' JpJ":'" ................'......... .3.2.1 O\\n," -; lIJr:::!> In,uIJr.(.:' .................. .11.2 O',\n,', , Rl'la!Il)n~hlp \\ :~ '~!l( "nlrJCI(,'. . . . .. 1 1 .!. 9.50$ U"", , RI~ht III Carr) 0_' :~.l' \\or~ .............. J 4.13.2.4 0.\ -. ,R,gh! to Clean l: ." .. .. . ..... .. .. .0$152, 6.3 0\\""") Right to Periorm ':.ur~ and to "\\ard S('pJrJ\e Conl'LI- ............... O\\,.cr ~ R,,,ht I.' h.rmtnah? the CuntrJct ......... 0\\ ner s RighI to Stop \"'(' \\ UI~ ............ . . . .. . 0\\ "\er;h,p and U,e 01 D'. c;,;r.lenl> . . . . . . . . . . . l' . . ... .6.1 . .142 . . . . . .3.3 125. 53 Patching oi \\'ork. Cull,n~ and... ........... .414 PJ"-" Rn\,l!:('.Jnd ............. .4.17.1 Pa\ ",d R,,',,-!. lJi"" J,r: \\Jt"JI . ....... ......7.5 pol\ment, C"rt'Jc!ol .....r;",CJlion' lur ..' .23./\ '12 "3 Y4, (,: , 96.1.97.1. 9.8~. 9.91. ')l)), 1422 Pol''''','''\!. Prolt'ct Cert,f,(a!.c) jor ... ....2 J" 2321 Q4,9.5.1, 9.5.5.9bl.q-~ Ufl2.Y'/1 q93.1~i.~ ',~11.14.2.2 ra,,,-,':'l, Failure (>I '152.9.6.1.3, q:-, q Q2. 14 p.l\"~nt. Final.. 23.15,2.321. u q 1 ~ 31 PJ. _. ''1!_ Pr(l~re'- - 8 -" ~. 955. 982. II '1.3,1210$ PA'\\l'-lS ASO CO\1PlElIO,," ...........9 PJ. -....,:. 1,) ~",~-'(cln!'JCU'; '1.5.2,9.5.3,9.5.4,961.\ 113 3, 1~2 1 PJ\ -"':'11\ \\ :th",'!d ... .. .. .. .. .. .. .. . .. 9.6 Performance Bond and la'Jor i1nd .\\atertill Pa\ment Bond. . .7.5 PermItS. Fees ,nd Notices............. .3.2.3. 47, 413. 10.2.2 PERSONS AND PROPERTY, PROTECTION Of ....... . . . . ., .10 Product Dit" DefinitIon oi ..........................14.2.2 Product Dil" Shop DraWings. Samples ,nd .. .2.3.18, 4.2.1,4.12 Progress ind Completlun ................... .:U.4, 7.9.3.8.2 Progress P,yments .......... i.8. i.9.3, 9.5.5. 9 8.:!, 9.9.3, 12.14 ProJect, Definition of ............................... .1.1.4 Project Con)lructlOn Schedule. ,. . . . . . . . . . . . . . . . . . . . . . . .4.10 Property Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.3 PROTECTION OF PERSONS AND PROPERTY ............. .10 Record Documents .. ................................4.11 RegulJtions and laws.............. .1.3,2.1.1,4.6,4.7,4.13.1, -.1.101.2,14 RCIl'ct'un oi Wurk . ....... ~ \16. 45.1. 132 RC'lea,c> 01 \\al\C'r~ Jno lien. . .992.99" Reprc.~ntJt,nn, ........... 122.45 412.5. '14.2. Q6.1. 991 Repre't'ntolll\l'S ... .2.1, 22, 2.3.2, 2.322, 31, 0$.1, 4.9, 5.1, 93.3 Rl'~pon"b"'f\ lor Th,N' I"'.:mm,ng th(' \\Illk .,. .2.3.5.4.3.2, 6.1.3,6.2,981 Rl'talnage . . (131 '):; 2.98 2. ~ 9 2,9.9.3 Rl" le\\ 01 CunlrJtt Due uml'nl, b) the ~ '..nlraClOr ...... .1.2.2, 4.2,4.7:3 Rl'\,c'\\) UI LllntrJcl", ~~hm,ttJ;' b\ O\\~l'r J"d .~rchitect ........ .... .2318,4.10.0$12,5.2.1,5.2.3,9.2 R,ghh. and 'Rl'm{'dl~'s . . . . . . . . .11 2, 2.31;, 2.3.16, 33. 3.4 53,61,63.76.79.8.3.1,961,9.i, 11).3,12.12,122,13:! 2,14 Royalties ind Patents ................................ .4.17 ~,te. Lse 01 ........... ~'Il' I~>p', Clion, ......... ~.te \ ,,'b. .~rlh.tl'll ; . . . . . . . . . . . . . . . . .,. 102 2 3 i 101 . .. ~ lZ 3 .2317.2318, 42 4 12 .....4il ...410 . J 10 ....... .....92 .... .4.14.2,6.11.3.6,13.1.2 J 12 1 : 3 1:-. 2318.0$ Z. 0$1'; ..... .4.13.62.1 ..122.23.4.23';1. -.7, '381. 9.9.1 ...... .23.4.23 (,. 2.3....7.7.1. ":" -..; <J J ~. 9.61.9.9.' ......2316.77 ...... ....113:; ............ .11.1.1 c... 1 3 ... .792, 132~. 1327 ." . .....1 '\.9.:-.1. 1(13. 1~ 1 21932.10212.1131,13:' .............. .5 ........ .51.1 1:~ 215 431...3: ) , ~3111 410,412,521.523 q: "~' Q81.9c<1.Q9 Safely 01 Pelsons and Property ~ol:l'f\' Precautions and Progran'; ~olmple,. Detln,t,on oi .......... ~oln1plc" Shop DrJ\~ ,n!;' P,,'duct Dala and ~dmple~ oil the Slle. D"'.Jn1,'nl; ~nd ~chedule. Contractor'> C un,tructlun ~(h('dulc Prolect Con'I'uct,on . Sch.dule 01 \JI",e, Separolle Contracts and CU:'1traclols Shop Dra-., ,n~s. Definition .. Sh,p DIJ.\,ng-. ProduC DolIol J'ld 5Jn1ple. ~f1"~ ol1 In-;,'.' "n Jnd T,..!",\; 51).-; .11 HJ:Jrc, In;ulan", SPt.'1.. ',cath\:1:- .............. Stdt~!t:'~ ot Llli:tJt,O~'" StoppIng the \\, 'r~ Stored \lJll'IIJi, SUBCONTRACTORS Subcontractors. D," ~ '.' ~ . " 5(..:hc -'"a\. t\.;r.. \\\ '" :'. ~~O(('!ilrd\.tual Rtl~J1,1..... Sub~t1als . . 4 A201/CM-1980 'I~ DOCl,\,.\[,l ":!01 c-... Gt....lf;:-Xl (,;,........ (1....."'\(. 11..' \. .. .... lI1......:J..:.i...1_. .., ,p......~cr'~[....1 [:,;41(1'. ......i l.':IU........... J,,-. .... >.~ '\.~':l ,..... ;'" ,:~ l.lf '\";i..til:ll.' ;-;., ....~\\ ,,'-'t..:).. ~\E. "-\\ \\~':'r-"i'{.;\l"'" ~,( ;.,11. __. . a.......... _.. -._---.._.___..._.....-.._.~. -___..._____ _..~_--..----. Subrog~I,on, Wilver of .......... ................... ..11.3.6 Substintlal Completion of the ProJect. . . . . .. .1.1.4, 9.8.3, 9.8.4, 9.9.4,9.9.5, 9.9.6, 13.2.1, 13.2.2 SubS!intlal Completion of the PrOJect, Definition of ..... .8.1.4 Subst.ntial Completion of the Work....... .2.3.21,8.1.1,8.1.3, 8.2.2,9.4.2,9.8,9.9.3,11.3.9 Substantial Completion of the Work, Definition of ....... .8.1.3 Substitution of Subcontractors..... .. .. ., . .. ..... .5.2.3, 5.2.4 Sub~titutlon of the Architect. . . ..... ... . ............ . .2.3.23 Substitution of the Constructio.>n Manager ..............2.3.23 Substitutions of M.iterials ....................... .4.5, 12.1." 5ub-subcontrilctors, Definition of ...................... .5.1.2 Subsurface Conditions .............................. .12.1.1 Successors .nd Assigns. . . .. . .. .. . . . . . . .... .. .... . . ., . . .7.2 Supervision ind Construction Procedures. . . . ..... .1.2.4,2.3.3, 43, ".4, 10 Supenntendent, Contractor's ......................4.9, 10.2.6 Surety, Consent of ..............................9.9.2, 9.9.3 Surveys .......................................3.2.2, 4.18.3 T~xes ............................................... ....6 Termination by the Contr~ctor .........................14.1 Te[mln~tlon by the Owner. . . . . . . . . . ... . . . .... .. .. . .. . .14.2 Termma"on of 1M Afchitect ........................ .2.3.23 Termlnitlon of the Construction Maniger ............. .2.3.23 TERMINATION OF THE CONTRACT. . . . . . . . .......... . .. .14 Tests............ ................... .2.316,43.3, 7.7,9.4.2 TIME ......................... ... .... ................... T,me, DefinItion of ......... . . . . . . . .. . . . .. .... ....... . .8.1 Time, Deli~s and Exlen',ons of . . ....... .8.3. 12.1,123,132.7 Time Limlh, Specific.. . .. . . . ... . .. .3.4,4.10, 7.9.2. 8.2, 83.; 8.3.3,9.2,9.3.1,9.4.1,9.5.1,9.7,11.1,4 11.3.8,12.2,12.3.1,13.2.2,13.2.7,14.1,14.2' Title to Work -................................ .9.3.2, 9.33 UN(OVDING AND CORRECTlON Of WOIK ..,.......... U Uncoverins of Work ...................................13.1 Unforseen Conditions ............................ 8.3.1, 12.1 Unit Prices .................................12.1.3.2, 12.1.5 Use of Documents ......................... . . .1.3, 3.2.5, 53 Use of Site..... . ........................... '" ....13, 6~1 Villues, Schedule of ....................,...............9.2 Wiiver of Claims by the ConlrUlor '" .7.6.2,8.3.2,9.9.5,11.3.6 Waiver of Claims by the Owner..... .7.6.2,9.9.4,11.3.6,11.41 Wiliver of Liens..................................... .9.91 Warranty and Warrintles .....,....... .2.3.21,4.5.9.3.3,984 9.9.4, 13.2.2, 13.2 - We~ther Delays, . . .... ..... .... .. .. . . ...... ... . .... . .8.3.1 Words, Recognized Me~ning of ........................1.2.3 Work, Dt>finltlon of ......,..................,....... .1.13 WORK BY OWNER OR IY SEPARATE CONTRACTORS......., Written Consent. ... .. ... .2.3.22, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.93 Written Interpretations.. . ...,... . ....... .1.1.1, 2.3.1', 12.31 Written Notice...... .2.3.11,2.3.15,4.2,4.7.3, ".7.4,4.9.4.12.6. ".12.7, 5.2.1, 7.3, 7.4, 7.7..2, 7.9.2, 8.1.2, 8.3.2, 8.3.3, 9.4.1. 9.6.1,9.7.9.9.1,10.2.6,11.1.4,11.3.1,11.3.5,11.3.7. 11.3.8,12.2,12.3,13.2.2,13.25,14 Written Orders. . . .... .. '" . . . . . . . 3.3,48, 12.1.4,12.4.1,131 AlA DOCli"1(',T A201'CM. Cl"':~'1 C()...:',110"'~ p' >n co'a....CT lOR CO,SIRLCTIO'" CO"'SHlC';O... "....,'C["[...l [Ulllr,... . JL"'E 19,. [OITIO' . AI.....~ . ([ 198(1 . THE "'''lRIC....... ',-11Il1[ OF "'RCH"EC1S. '~3; "'E\\ "O~~ "-\l 'W. \\'ASHI"'CTON. 0 C ~()()(l6 A201/CM-1980 S ....~..._ .... ~.;...:...c--s.'''''''''~_'''''>'''''''-..c.:'';''--;'''''~',.'''~&'''_''.'~-...""lo-.;:;~' .."..~.....?,....".t.""'."'..'dIo-~~,~""",~""",,,,,~~:r;.-'.-.--.."'-'" ,-"".,_._..._.~_,.......'r'" L_. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 CONTRACT DOCUMENTS 1.1 DEFINITIONS 1.1,1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner-Contractor Agreement, the Conditions of the Contract {General. Sup- plementary and other Condition51, the Drawing5 the Specifications, and all Addenda issued prior to and all Mo~:Mlcatlons issued "her execution of the Contract. A Modification IS 11, a ",mtten amendment to the Contract signed by both parties. (2) a Change Order.t31 a written interpretation Issued bv the Architect pursuant to Sub- paragraph 2.3.11. or '~I a \\rltten order for a minor change In the Worl... I~r,.ued by the Architect pursuant to Paragraph 12~. The Contract Documents do not include Bidding Documents such .15 the Advertisement or Invita- tion 10 Bid. the In>lruct,ons to Bidders. sample form~, the Contractor's Bid or portions of Addenda relating to any of these. or any other documents unless ~peclilcally enu- merated in the Owner-Contractor Agreement. 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construc- tion. This 'Contract represent- the entire and inte~rated agreement between the parties hereto and supersedes all prior negotiations. representations or agreements. eithef written or oral. The Contract may be amended or modi- fied onl\' b~ a""odlflcat,on a, defined In SubpJragraph 1.1.1. The Contract Documenh shall not be construed to creale .111\ c ont rac tual relationship of any kmd beh\ ('en the A'chileCI and the Contractor. beh\een the Construc- Iton \\,jna~er ,lnd the Contractor or bet\\een the Archi. tect Jnd the Construction .....'anaJ::er. but the Architect and the ConslructlOn ,\\JnJger ,.h.lll be entitled to perform- ance of the obligation- of the Contractor Ir"ended for their be .,eflt and to enforcement thereof. :\;olhmg con- tJmt'd ,n the ContrJCl DOCllm('nts shall create anv con- tractual relatlon,nlp belween the 0" nero the Construc- tion \\lnaJ::er ('r the ~rchile(! Jnd am SubcontrJctor or Sub-'uhco~tractor . 1.1.3 THE WORK The Work compllSe~ the completl'd construction required of the Contractor bv the (onlrJct Documents and in- cludes all IJbor necessary to produce such construction. and all material- Jnd eqUIpment Incorporated or to be :ncnrporated ,n 'cJch cnnstruction 1.1.4 THE PROJECT The Project as defined 'in the Owner-Contractor Agree- ment " the 101.11 con-l,uct,on of which the Work per. formed under the Contract Dcc:.Jment~ i- a part 1.2 f\ECUTlO~. (ORRELATIO.... AND INTENT 1.2.1 l'1e LQnlrJct D",,,~(.~:' ,h,l~' bc ,~r;ed If': nc.t le~< tholn qUJ:-!rurllcate b\ the O\\ner and the Contractor. Ii either the 0" ~er or the Contractor or both do not sign tnt' ( ..,dd ,-,n, of the ContrJc' Drd\\ lng- SpeCifications ,Jr an\ ot the other Contract Document, the Archltec: ,h.lll Idenll1v such Document'. 1.2.2 Execution or the ContrJct b~ the Contraclor IS . representation tholt the Contractor hds \ ISlted the Slt(> ~ come familiar With the local condltlon~ under whl( h the Work is. to be perlormed, Jnd has correlJted personal observitlons wllh the requirements of the Contract Docu- ments. 1.2.3 The mtent oi the Contrdct Documents I~ 10 indude all Items necessary for the proper ('xecutlon and comple. lion ot the \\ ork. The ContrJct Documents are comple- mentary, and what IS required by anyone shall be a, binding as if required b~' all. Work not CO\ ered in the Contract Documenl~ "ill not be reC')u,red unless it i~ cor. ~lstC'nl therewith and I~ reasonabl~ inier.lble therefrom a, being necessary to produce the intended re,ulh \\ lHd' .1nd ,1bbre\latlOn~ \\h'ch ha\e well-l...n(J\\n techniC-I: o~ t..lde meaning, Jre u5ed In the CllntrJct D,I(:umel~" I~ .1(cordJnce \\ lth such reco~nlzed me.lntnt.:' 1.2.4 The organization oi the SpeCJlllJ'1I0no; into dl\ . SlOn), sections and articles. and the Jrrangement 01 Dra"- mgs shall not control the Contractor in dl\iding the \\'orl Jmong SubConlrJctor, or In est.lhl"h'n~ tht~ e\tent c' Work to be performed b\ an\' trade. . 1.3 0\\ NERSHIP AND USE OF DOCUMENTS 1.3.1 All Drawings, Specifications and cop'e- ther('\ furnts~ed b\ the4,rchltect .H~ ,1no ,h~" remain the p'op- erll ot the Archltec!. The\ aTe tll be u,ed onh \\it~ re spect to this Project and are not to be u..ed on .1ft\ other ProWl; \V,th the e\Ceptlon of on(' (nnlr,l(t -et fllr e.1cr parl\ tu ''1e Contract. ~uch docume..,t, ,pc to be r(.tur"('c or suitablv alcounted for to the Architect on reque,: .1' the completion ot the \\'orl... Suhml~-Ion or d,qllbutll)r III meet o:i,c IJ: re~ulatol\ requi rt'ment, OT tor (lther [1U' [10<e- In connectIon" ,th l:'e Prolect I' nol to be co,.... qrut'd .1' publ'cJ!lon '" ciero!-:,It,e)n (II the ~rchilect< (ommon law COP\ rich! (lr nther re-(' 1\ Ni lI:ht, ARTICLE 2 AD,\t1NISTRATION OF THE CO~TRACT 2.1 THE ARCHITECT 2.1.1 The ATd~ltect i~ the per~on IJ\\ l\;ii\ Itcen,ed to practice architecture or a" ent,I\ la\\fulh p~.lCtIC,"g ar- chitecture identifltd as s\;ch in the O\\ne:-Conlr;cto~ Agreement The term ~rc" lec: me,ln< ti-~ -\,ch'lPCI or the Archllect's authollzed reprl"l'nlJ!I\e. 2.2 THE CO~STRliCTION MANAGER 2.2.1.. The COl"'" 'ucl,on \\JnJ;':"~ I- the person or entl" Ident,tl('d J- ~U(' In the Owner.Contractor Agreemen: The term CCln,tructlon \1anager means the Co~structior '~.''''.~:f'~ d-"'I~. eel"''';;'!.:''':''!!!'~ .... ......:':-". ...... - t. ;~. c ...c. n:..;',., ( 2.3 ADMI~ISTR"'T10' OF THE CO'lR"CT 2.3.1 T~(' ~:chttC! and yr..: (IIn,""cllon \\dnJ~C'r...,~, 414. DOCL'\U'l 4'20' ('1. (,:.....[~~. ('.)'-..0:" I.....~ (.~ -:t-If CO'-i..:.1('" fe,... CI:J~,~.;.(T:n..... (:'...~-,,''-C-O' """"''''CE\',t.'':' [Di~IC""... . 1~'E iSS. ED~" 0' . AlA! . -: 1~~- . THE ....:;. :.l.."" ,....- T.., or \RCH!1[CTI... '-r, 'l\\ 'In.... ~\[ ..... \\ '..\\SH!'C,TI.I.... ~ C ~(\-Il'J. A201/CM - 1980 6 . . "'. ...._. ._ <.'" a.. _ .' _ ,_... _____ _..._0._..______. "'~.- ..-...- "._..' .. '"" -- --. "'.-- -- - . provIde ~dministr~tion of the Contr~ct ~s herein~fter descnbed. 2.3.2 The Architect ~nd the Construction ',.mager will be lh~ 0\\ ner's representatl\ es dUring con~truction ~nd until ilnal payment to all contractors is due The Archi- tect olnd the Construction Manager will ~d\ ,-e and con- ~ult 10\ Ith the Owner. All instructions to the Contractor shall be forwarded through the Construction Manager. The ."rchitect and the Construction Manager will hive ~uthority to act on behalf of the Owner only to the extent pro\lded in the Contract Documents, unless otherwise mod tiled by written instrument in accordance With Sub- paragraph 2.3.22. 2.3.3 The Construction Manager will determine in gen- eral that the Work of the Contractor is being performed In accordance with the Contract Documents, and will en- dea\or to guard the Owner a~aln~t defects and deficien- c,e~ '" the Work of the Contractor. 2.3.4 The Architect" ,II \ ISlt the site at intervals appro- prldle to the stage of construction to become generallv iamll'dr with the progress and quality of the Work and to determine in general if the Work is proceeding In accord- ance \\Ith the Contract Documents. HOlo\ever. the Archi- tect \,,11 not be reqUired to make exhaustive or con. tlnuous on-site inspections to check the quality or quan. II" of the Work. On the baSIS of on-site observations as an architect, the Architect will keep the O\...ner Informed of the pro~ress of the Work. and will endeavor to guard the 0\\ ner against defects and deficiencies in the Work of the Contractor. 2.3.5 Neither the Architect nor the Construction Man- ager ,... ill be responSible for or have control or charge of construction means, methods. techniqoes. sequences or procedures. or for safety precautions and programs in connection with the Work, and neither will be respon- slblt' ior the Contractor's failure to carry out the Work in acco'dan,e with the Contract Documents ~eithcr the Arcrrlelt nor Ihe Construcl1on Manager I0Io,11 be respon- slblt' for or have control or charge over the acts or omis- Sions of the Contractor. Subcontractors, or any of their agents or employees, or an\ other persons performing any of the Work. 2.3.& The Architect and the ConstructIOn ....'anager shall at all times have access to the 'Nork wherever It is in preparation and progress. The Contractor shall provide faCilities for such access so that the Architect and the Construction Manager ma\ periorm their functions under the Contract Documents. 2.3.7 The Construction Manager will schedule and coor- dinate the \Vorl of all contractors on the PrOlect includ- 109 their use of the site. The Construction .'~anager "III leep the Contractor informed of the Project Construction Schedule to enable the Contractor to plan and perform the Work properly. 2.3.8 The Construction Manager will re\ie\\ all Applica- tion, for Pa\ 'Tlent b\ the Contractor, includ,ng final pa\'- me'lt and \,,11 assemble them with <Imdar Jpplications ;'-::m other contractors 0n the Projec: Int0 .1 combined "'olecl Application for Pa~ ment. The Conslruction \~an- ager will then make recommendation< to t!-:c Arc!'ltect for certification for pa\ment 2.3.9 Based on the Architect's obser\atlon" the recom- mendallons of the Construction "Jnager and an e\alua- tion of the Project Applic~tion for P~ymcnt, the Architect Will determine the amount owing to the Contractor and will issue a Project Certificate for Payment incorporating such amount. a~ pro\lded in Paragraph 94 2.3.10 The Architect Will be the ,nterpreter oi the re- qUlfements of the Contract Documents and the Judge of the periormance thereunder by both the Owner and the Contractor. 2.3.11 The Architect will render interpretations neces- sary for the proper execution or progress of the Work. With reasonable promptness and in' accordance with agreed upon time limits. Either party to the Contrict may make wrillen request to the Architect for ~uch interpreta- tions. 2.3.12 Claims. disputes and other mailers in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision. After consultation with the Con~tructlon ."anager, the Architect will render a deci- ~Ion In Wilting \\ ithin a reasonable t,me. 2.3.13 All Interpretations and deCISions of the Architect shall be consistent With the intent of and reasonably in- ferable from the Contract Documents and will be in writ- ing or in graphic form. In this capacity as IOterpreter and Judge. the Architect will endea....or to secure faithful per- formance bv both the Owner and the Contractor. will not sho,.. partiality to either. and will not be liable for the result of any interpretation or decision rendered in good failh in such capacity. 2.3.14 The Architect's deCisions In mailers relating to artistIC enect will be final if consistent ~'ith the intent oi the Contract Documents. 2.3.15 Any claim, dispute or other matter in question between the Contractor and the Owner referred to the Architect through the Construction ."anager, except those relatlOg to artistic effect as prOVided 10 Subparagrapr :'.3.14 and those which ha\'e been wai\ed by the making or acceptance of final paym~nt a~ provided in Subpara- graphs 9.9.4 through 9.9.6, ,"c1u~l\e, shall be subject to arbitration upon the 10\ rillen demand of either par". Howe\er. no demand for arbitration oi any such claim dl<pute or other mailer may be made until the earlier 0: 11. the date on Io\h,ch the Architect has rendered a Wflt. ten deCISion, or (21 the tenth da\ after the parties ha\e presented their e\ldence to the Architect or have been gl\ en a reasonable opportunity 10 do .so. Ii the Architec ha~ not rendered a written dec'~lon b\. that dat~. \\'hen such a written decision (\f the Architect ~tates 11 I that the deci~lon is final but subiect to appeal and 12 that am demand for arbitration of a clJ,m d"Pl.te or other matter co....ered by such decision must be made Io\lthin thir!\' da\, after the date on which the part\ making the demand re- cel\es the written decision. iadurt' to demand arbtlr,1t,or. \\ ithin ~ald thirty da\ period wlil re,ult in the Archltec!'" df>C'<10n becoming tlna! and h nd,n~ upon the 0\\ rf' and the Contractor. If the ~r(h.t,<t r('nder~ a dec'"o- ajter arbitration proceedings h,j.~; been Iniltaled, suer deCISion may be entered a" e\ ,den((' but \\ ill not supe:- sede an\' arbitration proceed,n:.;, l.-:e<< the dec"ion i< acceptable to all partIes concerned 7 A201/CM -1980 AlA DOCl'~E"T A201'CM . CE'ERAl CO,,"oIllONS OF THE CO"~o,CT fOR CO'ST~l CTIO' CO,,"STRL'CT 10.. MAI'.ACEMEI'.1 EDITION . JUNE 19l1O EoITIO,," . AlAe . (f) 1980 . THE AMERICAN lNSTlTUH Ofo,~CHIl[(i5 173S ';EW YORK A\E '; \\ \\o,SH"CTO' DC. 2Oln> 1.1.1' The Architect will h~\'~ .uthorit~ to reject WOfIt whIch doe~ not coniorm to the Contract Documents, ind to reQurre -peclal anspectlon or lfitlnl, but will tike such elchon onlv ellter consult~"on "Ith the Con-truc.tion Min. dl:er ~uhlect to re\'iew by the Architect tht' Construction \\.Inolli!er will helve the autholll\ to rt'lt'ct Work which does not conform to the ControlCl Document,- Whenever an thp Con_tructlon \\JnJ~er <. opinion. It I~ con'-Idered neces~ar\, or advi<.ahle ior the implementeltion oi the ,n- tent of the Contract Documents, the Construction Man- J~e~ \\111 have authorltv to require special in<.pectlon or te~hng oi the Work In accordance with SubparaRraph i.72 whether or not such Work be then iabricated, in- stilled or completed. The fnreRolnfit authority of the Con~ ~truction Manager will be sublect to the provisions ot Subparagraphs 2.3.10 through 2.3.16. inclusive, with reo spect to interpretations and dt'cision<. of tht' Archlt~ct. Howt'ver. neitht'r the Architect's nor the Construchon M.anagt'r'<. autholltv 10 act under this Subparagraph 2.3.16 nor in\' decr~ion made bv them in good faith eitht'r to ellt'fCIse or not to ext'rci~t' -uch authority shall RivE" ri-E' to any dutv or re<.ponsibdll\ oi lhe Arch,tt'ct or the Con- '-truchon .\\anali!E'r to the Contractor. am Subcontr.lCtor am of their agent' or emplmeE"'-. or anv other per-on periormang any oi the Work. 2.3.17 The Con~trucllon ,'l.1anafiter will rt'ceive from thE" Contractor and rt'vit'\\' all Shop Drawing,-. Product Data and SamplE'~. coordln,)le them \\ 11h Information contained in related documents, and tran~mit to the Architect those recommelnded for approval 2.3.18 The Architect will re\'lew and approve ,or takt' other appropriate acllon upon the C;ontractor's submittal" ,-uch as Shop Dra\\ lftg<.. Product Data and Samples. but onh ior conformance Wllh the deSign concept of the Work and the tnformatlon ~IH'n In the Contract Docu- ments Such action ~hall be taken wllh reasonable prompt- ne" so J- to c'!LJ-e no delav The Archllect's appro\'al n' .! -PNlll Ilem ,hdll nOI tndlCale approval of an as-embh '" \\hlch the .tem ,,, a component 2.3.19 Followlft!; consultation With .the Construction Manager, the~rch"ect will t.lk(> appropriate action on Change Order, tn accordanc(' \\ith Article 12. and \\ill ha\'e auth<Hlh to order mtn(,r chdn~e, In the \\'orl. a~ pro\lded In ~ubpar,H:rJph 1:!~.1 2.3.20 The Con~lructlon Manager will maintain at the- I-'rC,ect site one relord cop' ot all Contract-. Dra\\ Ing~ Spec.ilcatlon<.. Addenda. Change Orders and other Modi- ilCatlons pertaining to Ihe PrOject tn good order and marked currentl, to record all change~ made during construction and approved Shop Drawings. Product Data and SJmple- These shall be available to the Arch,- tect and the Cllntr,letor. and shall be delivered to the Architect for the 0\\ n(>r upon completion of the Project 2.3.21 . The Con<.truction Manager will assisl the Archi- tect in conduct,ng inspections to determine the dales oi Substantial (nmpletion and final completion. and will receive and fomard to the Owner for the Owner's revie\\ \',' '~e~ "\J",'n~,e- ilnd related de" umc-:-'.l, reqUired b, the C, -~~J': ,1nd .j ....:)1:,:( ~ h, the Contra(\ur The '\rch,',:,c; \\ ::i I''-Lle J ftna' P''';''ct Certificate tor Pa\"",,,nt upon (l'-~':~nc(> wllh :o,e rl'<llmements of P.l~,IC:' ,q. 2.1.21 The duties, responsibilities ,nd Iimit,lions 01 authority of the Architect and the Con!-lruct.on \\.lnJ~t'f J' the O\\ner's representatl\es dUrlnlt constrUCtion as s forth an the Contracl Documents. \\ III not be mod.lll'd l l'\-tended without written consent 01 th(' Q\\ner. the Con- tractor, the ~rchltect and the (on,tru(\,on .\\J:1.1C'" "hich consent ~hall not be unreasonJhl\ \"thheld I.lt/urf u1 the Contractor to re~pond Within tl'n dJ\~ to a \\ "'te~ request shall constitute consent b~ the' Contractor. 2.3.23 In case of the termination of thE" emplo\ m,'nt ('. the Architect or the Con,tructlnn \\')n.)cer. the O\\ne' shall appoint an architect or a conqruction m.ln)~e' against whom the Contractor makt'~ no rea~onahl(' ohl€'c, tlon and \\ ho~e slalus under the Conlract Documt'n:- ~hall be that oi the former architect or con~truction man. ager. re~pecli\'el\' Any dispute in connection With suct- ,)ppOtnlmenb ~hall be ~ubiect to arbitration. ARTICLE 3 OWNER 3.1 DEFINITION 3.1.1 The 0\\ ner I'- the person or enLt\ Identli,,,J a' ,-ueh In the Owner-Contractor Agreement. The terr- 0\\ ner means the 0\\ ner or the 0\\ ner', autholizec representati\ e. 3.2 INfORMATION AND SERVICES REQUIRED Of THE OWNER 3.2.1 The Owner shall. at the requE"st of Ihe Contraclo' at the time oi execution of the O\\ner-Contractor Acre( ment furnish to Ihe Contractor reasonable evidence tha' the Owner has made ilftanClal arr,)ng(>ment~ to fulilll H Owner'~ obligations under the Conlr.lct L nlE"~ -uc reJ~onabl(> e\ idence is furnished. Ihc' ConlrJctor I' nc' required 10 execule the Owner-Contractor Agreement c' 10 comml.nce 11'1(> \\'ork 3.2.2 The Owner "hall iurnlsh all 'ur\t'\- de<.crlb,nf,: Ir.: ph~slcal charactemtIC,. le~al hmllat.ons and ullllt\ loc.. tlons for the ~Ite of the Prnject .1no.1 lecal de'CIlPII,n (' 11'1(> ~ite ' 3.2.3 bcept a,pro\lded 10 Subpara~raph 4.7.1. Inr 0\\ ner "hall <ecure and pay for n('t(>"-.1I\ Jpprn\ .1~' (>3": ment". a<.sessment" and charge~ r{'qUlIl'd lor Ihe eon"lruc- t,on. u"e C' occup,1nC\ oi perm,ln(>nl -lru<!ure- or fr' permanent change.. In e'(,-llng f,lt 01,:,('- 3.2.4 I nlorma lIOn or ser\ltes under th(' 0\\ ner , cont r, ~haJI b(> iurn,,-hed b\ Ih(> 0\\ ne' \\lth rfJ 'orlJble promr'. ne~~ to .1\ oid delJ\' tn Ih(> order,.. pro~'(" ni the \\(lrk 3.2.5 Lnle", otherwisE' prO\ id('d In th(> Contract Docu. m(>nt-. the Conlractor w"l be turnl-h-d ,'ee (\1 ch.::': all COp,(>- oi Dra\\mgs and Sperl),e,1: '''l, r(>.)!-onabh nec- essary ior the execution oi Ihe \\(l'~ 3.2.6 Th: 0\\ nt'r ,hall forward .111 IOqructron, to tr: ConlrJclor Ihrough the Construction M.:~.;~( r \\ l~~ "mul. taneou~ notification to the Architect. 3.2.7 The ioregOlng Jre In addition to r,r'1er d~:le.. il~: r~~rrl""'~ :"':I:i('''' ~':1' the O\..n(.r (''''''I,;......,''.~.t-~' ....(,.. - .~...j pellJH\ thU:--l' ,r h......pl'tt (II \\\ ..... b\ O'''~l'r (," rate Contractor, Pa~menl' Jnd Compiellon :,-,~ i-.~' ane(> 10 .-\rtlcle~ b. 9 and 11 re.;)('cll\e!\ A201,CM - 1980 f ,,~ DOClMco"T "201 CM . l.t 'l~~l CU'OI110" 01 I." ,<),HV' I .- CO'.,-';' C1IC" ('-.~',"'.,'.CTIO'... ~.1-\'-\C["~""'T [DI1;0' . 1L": :980 [0:110"" . AI~' ..; ~c.,:: . "THL ,..' ,:'.'...1'.... ill~ f,r\I\(H:HCT, '-3.,', '.\ "IR". .\'.~ "".\ \\,,,. "...'U' ..)r _'''W.... 3.3 OWNER'S RIGHT TO STOP THE WOllc 3.3.1 If the Cor, tractor fails to correct defective Work as r~ulred by P.Hagraph 13.2, or persistently fails 10 carry out the Work in accordance with the Contract Docu- ments. the Owner, b\ a wfltten order signed personally or by an agent specliically sO empowered by the Owner in wntJng. may order the Contractor to stop the Work, or an~' portIon thereof, until the cause for such order has been eliminated; however, this right of the Owner to stop the Work shall not gi\e rise to any duty on the part of the Owner to exercise this right for the benefit of the Con- Iroictor or any other person or entity, except to the extent reqUired by Subparagraph 6.1.3. 3.4 OWNER'S RIGHT TO CARRY OUT THE WORK 3.4.1. If the Contractor defaults or neglects to carry out the Work In accordance with the Contract Documents, Jnd foiils Wllhln seven days after receipt oi writlen notice irom the Owner to commence and continue correction of such deiault or neglect With diligence and promptnes,. Ihe Owner mav. after se\en davs follOWing receipl by the Contractor of an additional written notice and without prejudice to any other remed\ Ihe Owner ma~ have. malo.e good such deficienCies In such case an appropriate Ch.lnge Order shall be I~~ued deducting from the pay. ment< then or thereafter due the Contractor the cost of correcting such defiCienCies. including compemation for the Architect's and the Construction Manager's additional ser- Ices made necessary by such default, neglect or fail. ure. Such action b\' the Owner and the amount charged to the Contractor are both subject to the prior approval of the Architect. after consultation with the Construction '~'anJger. If the payments then or thereafter due the Con. troll ~ 'r are not sufficient to cover such amount. the Con- trae ror shall pay the difference to the Owner. ARTICLE 4 CONTRACTOR 4.1 DEfINITION 4.1.1 The Contractor IS the person or ~ntlt\ idenllfied as such In the Ow ner-Contractor Agreement. The term Con- tractor means the Contractor or the Contractor's author. Ized representative. 4.2 REVIEW Of CONTRACT DOCUMENTS A.2.1 The Contractor shclll carefully stud\ and compare the Contracl Documents and shclll at once report to the Ard::tect and the Comtruction Manager any error. incon- sistency or omission thaI ma\ be dlsco\ered. The Con. tractor shall not be liable to the 0\.. nero the Architect or the Construction Manager for anv damage resulting from an\ <uch errors. inconslslencles or omiss,ons in Ihe Con- Iract Documenls. The Contractor shall perform no portion of :":c Work at any time without Contract Documents or, whe'c required appro\ed Shop Drawings. Product Data or 5,;"1ples for SlIch portion of the Work 4.3 SUPERVISION A.~D CONSTRUCTION PROCEDURES 4.3.1 The Contractor ,hall <Lipel\'e and dllect the \\o'~ uSing the Contractor's best skdl and attention. The CO"""Jctor shall be solely responSible for all construction rT',e~~'. method.. techniques. sequence- and procedures .' and shall coordlnale all r.ortions of the Work under the Contract. subject to the overall coordinalion of the Con- struction Manager. 4.3.2 The Contractor shall be responsible to the Owner for the acts and omiSSions of the Contrdctor's employees, Subcontractors and their agents and employees. and any other persons performing c1ny of the Work under a con- tract With the Contractor. 4.3.3 The Contractor shall not be relieved from the Contractor's obligations to perform the Work in accord- ance with the Contract Documents either by the activities or duties of the Construction \Icln.lger or the Archilect in their administration of the Contract, or by inspections. tests or approvals required or performed under Paragraph 7.i by persons other than the Contractor. 4.4 LABOR AND MATERIALS 4.4.1 Unless other-vise provided in the Contract Docu- ments, the Contractor shall pro\ ide and pay for .111 lc1bor, mateflals, equIpment, tools, con,truc.ion equipment and machinery, water, heat, utilities, transportation. and other facdltles and sen.lces necessaf) for the proper e~ecution clnd completion of the Work. \\ hether tempor,H) or per. manent and whether or not incorporated or to be Incor. porated in the Work. 4.4.2 The Contractor shall at all lime.. enforce "rict dis- cipline clnd good order among the Contr,lClOr's em. plo)'ees and shall not employ on the Work any uniit per- son or anyone not skilled in the task assigned them. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner, the Archi- tect and the Construction Manager that all materials and equipment furnished under this Contract will be new un- less otherwise specliled, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All Work not conformlOg to these requirements. including substitutions not prop. er/\' approved and clulhorlzed. ma\ be conSidered defec. tlve. If required by the Architect ell the Construc'tion Man. a~er. the Contractor shall furnish satlsiactory e\'ldence as to the Io.IOd clnd qual'l\ oi matenal~ and equipment. This \\arrJntv 1< not limited b\ the prO\i..ion.. 01 Paragraph 132. 4.6 TAXES 4.6.1 The Contractor shall p~\ JII sales. consumer, use clnd other similar tcl'-es for the Work or portions thereof provided by the Contractor "hlch are le~all\' enacted at the time bid.. clre recel\ed. whether or not vet efiective. 4.7 PERMITS, FEES AND NOTICES 4.7,1 Unless othemise pro\ided :n the Contract Docl1'. ments, thc O\\ner <hall secu'e and pa\ iar the building permit and the Contractor -hall ..ecure and pa\ jor all other permits and governmental iees. licenses and Inspec- rlons nece~,al\ lor the proper execution and complelion 0; the \\ork which are cu,tomar,l\ ,ecured after execu- 1,0n ot the Contract and \\h,ch Me legall., -equired at the [,me b,d< are r('CCI\ ,~d 4.7.2 The Con:rJC," srali I: .f ,,~! no!;(e, and cC'mp" \\ Ilh all laws. ord,nJnce, 'u:e' rl':~ulatlons and !awiul order'- oj .10\ public auff-c':, bearon~ on the per;orm- ance 0; the \\ork. 9 A201/CM - 1980 A'4 00CI.:'-1['..1 ,6,201 CM . CE'ER~, CO'01110"'S Of THE CO'TR~C.' fOR CO,-',. ~- 0', CO'STRI.:CT'O... \IA....ACEME"T EOll10"" . /U""E 1W EOITIO"" . AlAe . X'1980 . THE ~\'[R'CA'" ....STlTUTE Of ARCHITECTS l~)S '-'EW 'OR~ 4,\E ,\'. \\ ~<H"r.I()' DC :0Cl0n 4.7.3 II is not the respomlbdlt~ of the Contrlctor to m.lI~e certlin thlt the Contrict Documents ire in accord- Ince with apphcable loJws. statutes. building codes ind reguloJllons. If the Conlrclctor observes that in~' of the ControJct Documents are al VarlJnl(> therewith in Iny re- ~pect the Contractor \hclll promptly notli, the Architect and the Construclton Manager In v.-rIllng. and In\' neces- Sclr\ changes shall be accomplished by appropflate Modlilcation. 4.7.4 If the Contractor performs any Work knowing it to be contrary to ~u(h laws, ordinoinces, rules and regula- tions, ind without such notice to the Architect and the Construction Manager', the Contractor shall assume full responsibiliiy therefor and shall bear all costs attributable thereto. ".I ALLOWANCES ".'.1 The Contractor shall include in the Contract Sum all illowances stated in the Contract Documents. Items co\ered by these allowances shall be supplied ior such amounts and by such persons a~ the Construction Man- ager mav direct. but the Contractor will not be required to employ persons against whom the Contractor makes a rca~onable objeclton. 4.8.2 Unless otherwise prO\ Ided tn the Contract Docu- ments: .1 these allowances shall cover the cost to the Contractor. less am applicable trade dl<count of the materials and equipment required by the , allowance. delivered at the <ife. and .all appli- cable taxes; .2 the Contractor's costs for unloading and han- dlinF, on ihe site, labor. Installation costs over- head. profit and other expenses contemplated for the orlgtnal allowance shall be included in the Contract Sum and not tn the allowance .3 \\ henever the cost IS more or less than the allowance. the Contract Sum shall be adluslt.d accordinF,l\' by Change Order. :he amount of which "ill I recognIze chiln~es. Ii am in han- dllnF, cosl< on the Site, labor Installation coq. O\('rhead proilt and other el<pen<(>- 4.9 SUPERINlENDENT 4.9.1 The Contractor ~hall emplo\ a competent superin- tendent and necessar\' assistant~ ",ho shall be In allend. ~"'Ice at the Project site durinF, the progre<~ of the Work 'The superintendent shall represent the Contractor and all communications given to the sup(>flntendent ~hall be .1' binding as if gi\ en to the Contractor. Important commu- nicatIOns shall be conl.rmed in '" rltlng Other communi- cations ~hall be so conilfmed on written reque~t In each case 4.10 CONTRACTOR'S CONSTRUCTION SCHEDULE 4.10.1 The Contractor, immedlatelv .liter brine awarded the (nntrac\. ~hall prepare and submit ior the' Construc- tion Manager'~ approval a Contractor's Construction Schedule for thc \\'G~~ which "hall provide for e\ped- t c,;, 2;1d practicable c,('cullon ('. thc \\ '''~ T:". . (,,-. u;e shall be coordinated b\ the Con.truetl(,n \\~"'.1~C ",:h the Project Construction Schedule The Contraclor , C- '1<truction Schedule shall be re\'i<ed as required bv the conditions of the Work oind th(' Prol<<t. <.ub;ect 10 .... Construction ~N""S apprO\al. 4.11 DOCUMENTS AND SAMPUS AT THE SITE 4.11.1 The Contractor shall malntam it the Project stle on a current baSIS, one record cop' oi all Droiwings. Specifications, Addenda. Chant.:t..' O~ders and other Modi. Ilcatlon~, in good order and mJr~ed currenth to record all changes made during construction, and app'ro,ed Shop DraWings, Product Data and ~Jmples. These sh,,1I be a, atlable to the Architect and the Construction \\..i:1J~(,' The Contractor shall advise the Conqruction '\\ana~er on a current. basis of all changes in the Work made dunng constrUCtion. 4.12 SHOP DRAWINCS, PRODUCT DATA AND SAMPLES 4.12.1 Shop DraWings are dra\'l Ing~, diagrclms, schedules and other data specially prepared ior the Wor~ bv the Contractor or any Subcontractor, manufacturer, suppher or distributor to illustrate some portIOn oi the \\ or~ ".12.2 Product Data are illustrations. ,tandard schecult., performance charts, instruction, brochure,. d,agrJm- ane other Information iurnished b, the Contractor to dlt:,tr.l:c a matenal, product or system lor some portion 01 the Work. 4.12.3 Samples are physical e,amples which Illustrate materials, equipment or wor~manship and est.lbllsh ~tandards by which the \\ork \\,11 be lud..:ed. 4.12.4 The Contractor shall prepMe. re\'i~w, appro\'e and submIt through the Construction .\\Jnager. \\Ilh reason- able promptness and In such sequence as to cause no de- la\ In the Work or in the work 01 the Owner or any ser rate contractor. all Shop Dra\\ings. Product Data ar, Samples reqUired by the Contralt -Documenb The Con'. tractor shall cooperate with the Construction Man.lI.:t'r In the Conqructlon Man.lger's coordln.ltlon oi lhe C(l~:rJc, tor'< Shop Dra\, jngs, Product D.l1.1 .1nd S.1mnlc- \\ It.. Iht.-,. oi other separate contractor~ . 4.12.5 B, preparing. apprO\lns and <ubmlll -f: S~t';' E>rawlngs. Product Data and Sample-. the Contractor rep- ' resents that the Contractor has cl'lc'rm,ned and \Cr;IIC" all matertal~. ileld measurement- and lIeld Cl'nstructlon crlterta related thereto or w dl do '0 \\ Ith rea-nnabl" promptn(';.~. and ha~ chedcd .1nd coordinated the info~- matlon contalOed \\Ithln ~u(h ~uhmlll.ll- \\ Itn tlot' requlrc'- ment~ of the Wor~. the Project _lnd lh(' Contr.lcl D,)CL;' ments. 4.12:6 The Contractor shall not bc rche\ed 01 re'pn,>ti' . It~ tor any del latlon from the r('qUlrements 0; the Con. tract Documents b, the Arch,tec!'.. .1pprO\a: 0; Shor DraWings Product DJ:.' or Sample~ under Subparagraph 2.3.18. unless Ihe Contractor has <pecificalh inic'\rrr:d the Architect and the Conqructlon ",lnager In ...... -: ;. ~uch deviation at :~e time 0; ~ub~T'lI,,<ion .1nd the-\rch:- tect has gl\en '" rltlen appro\ al t() the specll'c de\ jc" 'o~ The Conlractor shall not be re:... ('d from responslbil,:. for error, or (I,...,,";on< in the ~""'P Dra\\ in!,< Pro~L::' Data or S,1mplc- b~ the Architect - aprro\al of '~(''''1 4.12.7 1~, r .-", '(" ,...,11 d ,n,' ';'If', .- ,-....-. ~ \\r1llr.~ llf ti'-; 'v....J:.:n,tteu Si:up L> \', :li:.... Pr'-.:~(~ U::' or Samplc- tl...' c,.' .,...-, n!her Ir -.~ ",'hE' 'rN1uetled b\ l~ .\rlhtfpCI ()n pre_ 10U~ 'ubmtftc ~I~ DOCL;'o\E'IT A201 CM' C['lP,ll,";:::;c''', ()f ,...,[ CO"~'C' " ' (O'S1'.. C'," CC '.'-~\CiIO' '-\~"''''C['\['''' [01110'" . IL"'[ '95: [:','<0' . ,.,! . : ~oe:' . 1,-, ,..,~;,(.., l''''!!ll it 0f "5:'CHI~! ('~ 1-~' ,~\\ \()~l., \\ t ,\\ \\ \;.. ...,. '. f) ( ~'d A20LC,...1 - 1980 10 4.12.8 ~o portion oi the \\ork . equlrlng subml;sion of a ShL\P D',)\,,!'>! Product Delta or S.Jmple shall be com. menlC.'C un!.' the ~ubmlllal h.s been appro\ed b\ the Arch,tNt J< r','\lded In Subp.."graph 2.318. .-'.11 such Pllrtl,_'n- oi the Work shall be In accordance \\ith ap- prmed <ubmit!als 4.13 USE OF SITE 4.13.1 lhe Contractor shall coniine operations at the site to areiS permitted by law, ordinances. permits ind the Contrict Documents, and shall not unreasonably encum- ber the site \\ Ilh any ma terials or equipment. 4.13.2 The Contractor shall coordinate all of the Contrac- tor's operations \\ Ith. and secure appro\al from, the Con- struction Manager beiore \J~jng any portion oi the site. ".14 CUTTING AND PATCHING OF WORK 4.14.1 The Contractor shall be re~ponsible for all cutting. IIlllnt: or patching that m,1\ he reqUired to complete the \\"HI.. or to mJl.e I" <e\eral part< fit together properlv. 4.14.2 The Contr,1ctor <h,,11 nnt dJmage or endanger any portJ():1 of the \\ orl.. IIr the \\ orl.. oi the Ow ner or .10\ <ep.lrJte contractor~ b\ cuttlnc: p"tchln~ or otherwise dllerong any \\ork. or b\ e'ca\atlon The Co!'tr3ClOr shall not cut or otherwise alter the \\ork of the O\\!'er or any ~E'p.:r,lle contractor except with the wnllen consent of the Owner and of such sepdr,lle contractor The Contractor <hJII not unrl'.1<ondbly Withhold trom the 0\<\ ner or anv separate contrJctor consent to cutting or otherwise alter- Ine, the'Work 4.15 CLEANII'\IG UP 4.15.1 The Contraclor shall at all times l..eep the premises iree irom accumulation oi waste mdterials or rubb,;.h caused b,' the Contractor's operallons. At the completion of the Work. the Contrdctor Shdll remo\e all the Contrdc- tor's \\aqe mJ terials and rubbish irom and about the Project as well J~ all the Contl,)ctor's tools. comtruction equip:'11ent. mach,ner) and ;.urplus materiJls ".15.2 Ii the Conlractor iail;. to clean up .It the comple- t,on "j Ihe \\ c.rl... the Owner md\ do ~o as pro\ ,ded ,n PJrJ~rJph 3.4 .)Od the cost thereor <hall be charged to the Cont. Jctor. 4.16 COMMUNICATIONS 4.16.1 The Co~trJctor ~hall iomJrd all communications to th' Owner ;;nd the Architect through the Conqructlon "Jnager. 4.17 ROYALTIES Af'liD PATENTS ".17.1 The ContrJctor ;.hall pJ\ all 'o\alt'es and license lee~. shall delend all SUits or claims for Infringement of am patent light;. and shall save the O\\ner and the Con- ;.!'uCllon \'ana ~er h.J, mless from 10-- on account lhereoi. t''-cept that the~ 0\\ ner or the (on,truct,on .\1anaser as the CJ,e mol\' be. shall be responsible for all such loss ".1-,(>'1 a particular de"gn. pr0Cl'''- or the product of a par- IllUI,,' mJnutJcturer ur manulJcturer- I- <etect(>d b\' such person or <ue>' person', agent Ii :1-. l,)~tractor or the ('--'-"',,(tl(ln ".,nager .1< the (.1-(' 'T'J\ he- ~J- reaS0" to he- ,0. e that t"'e d(>:..:n P-C'lc'" nr proc::.JC' ,e:ected IS an Inir,rl;emenl c,t a palent that pJ':\ <h.111 be re,ponslble j"r -ueh lo<s unle<< such ,ni()rmJlion "p' ""ptl\ g:\en to tre c..:hers and .11S0 to the ~'ehJtect .", ... 4.1' INDEMNIFICATION 4.18,1 To the fullest ell tent permllle(J b', 1.1\<\, the Con- tractor shall indemniiy and hold harml~s the Owner, the Architect. the Construction .~1anager. and their agents and employees from and against all claims. damages. losses and e'ltpenses. Includln~ but not IJmlted to. attorneys' lees arising out of or resulting from the periormance oi the Work, provided that any such claim. dJmdge. loss or el(pense (1) is attributable to bodllv InIUr.. SIckness. dis- ease or death, or to injury to or dewuCllon of tangible property (other than the Work itself) including the loss of use resulting thereirom. and (2) IS caused .n whole or in part by any negligent act or omission 0; the Contractor, any Subcontractor, an)one directly or indirectly employed by any of them or anyone for \'\ho..e acts any of them may be liable, regardless of whether or not it is caused an part b,' a party andemni;ied hereur.der. Such obligation <hJII not be construed to negJte. Jbfld~e or other.\'ise reduce .10\ other right or obligation of Indemnity \\ hich would othef\\ Ise e'\lq ,)s to any part\ or person descrahed 10 th,s Par,'~raph .U8. . 4.18.2 In any and all claims agClln~t the O\\ner. the Archi- tect. the Constructl<,n .\\Jnager or JO\ or thetr agents or employees by any employee Of the ConlrJctor. an\' Sub. contrelctor. dn\One dlrectl\' or indirect" empllwed by C1n) oi them or a~vone ior whose Jcts any of them may be lidnle, the indemn,iicallon obligation u:1der this Para- graph 4.18 shall riot be limited in In\ \\ .1\ bv .10\ I.mlta- t,on on the amount or type of dClmages. compensation or bc-neilts pa\ab:e b\ or for the ContraCvr or Jnv Sub- contractor under \\ orkers' or \'\ orkmen s compensation acts. disablJit\ beneilt acts or other emplo\ee beneiit acts. 4.18.3 The obligations 0; the Contractor under thiS Para- graph 4.18 shall not extend to the liabllit)r of the Architect or the Construction '''anager, thelf agents or employees, JfI,IOg out of (1 j the preparation or appro\'al of maps, drawings, opinions_ reports, surveys. Change Orders, de- ;'Igns or ~pecifICJtions. or 12l the gl\ '"!/. of or the failure to gi\e direction" or Instructions t" tht.' -\rchltect or the ConstructIon .\1anager. their agent;. or emplQ\ ee< pro- vided such gl\lng or iarlure to ~i\e 1< the p'lmM\ cause of the in,urv or damage. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITION 5.1.1 A, SubcontrJltcr I, a persnn or l'!"ltlt\ "ho has a direct contrJct with the Contractor to periorm any of the Work at the site. The term SuncontrJctor meClns a Sub- contractor or a Subcontractors Juthollzed. 'epre<entatlle. The term C;;ubcontr"ctor doe;. nil: If'lc!udc .10\ separate contractor or am ~epJrate contrdclor - -l..hconlr.1Ctors. 5.1.2 A c;;ub-<ubcontrJctor is J pc-r-,'n u~ e'1:lty "ho hJ< ., ,: ~eet III Indtrect (,''':'..Ict \\ith .1 St;hl"r.tractor to per- !orm .Tn\ of the \\ r"~ ar the -Ite T~l' ".,'m Sub-<.t;hrl'r- tr.1ctnr ml:'Jn, .! ~l..::',~~con:'~,:1\' ,)' ..In Juthorlzed rep- 'l'-c-nt.1l" e thert'l~i 5.2 A\\ARDS OF Sl,;BCO'TR-'CTS A'D OTHER CO'TRACTS FOR PORTIO'S OF THE \\ORK 5.2.1 Lnless oth("\\ i~e requ red b. the Contract Do( u- 11 A201/CM - 1980 AI4 OOCL\\(,r .-.~o, (\1. Gt....~~\~ l(,l'~_" .'" I,'f ._~ co,.;'~.:-. F(,; C:l'~:~..CT;O' CO...q~~CTIO'" M.......G[~\E...T EDITIO' . I~ ': ~98V [;)ITIO'- . .1,1.1,- . :D 1980 . THE '."1.'- ,-" 1,':"TIT... T( Of J"R.CHIl((~~ ;-3; 'l\\ "OR~ A\-E_."" V\ \\~'H~'""T'.I"'" !'I f :~ menlS or the Biddinl Oocum~nts, the Contr.ctor, IS soon as practiable after the award ot th~ C~t.ract, INn !ur- nish to the Construction Mlnlaer In wnltng for review by the Owner, the Architect and the Construction Min- ager, the names of lhe persons or entities (includ~ng those who are to furnish rNterials or equipment fabrlCited to a special design) proposed for each of the principal por- tions of the Work. The Construction Manager Will promptly reply to the Contractor in writing stating whether or not the Owner, the Architect or the Con- struction Manager, after due investigation, has ~eason~ble objection to any such proposed person or entity. hllure of the Construction Manager to reply promptly shall con- stitute notice of no reasonable objection. 5.2.2 The Contractor shall not contract with any such proposed person or entity to whom the Owner, the Ar- chitect or the Construction Manager has made reasonable objection under the proviSions of Subparagraph 5.2.1. The Contractor shall not be required to contract With anyone to whom the Contractor has a reasonable objection. 5.2.3 If the Owner, the Architect or the Construction Manager has reasonable objection to any such proposed person or entity, the Contractor shall submit a substitute to Yohom the Owner, the Architect and the Construction Manager have no reasonable objection, and the Contra~t Sum shall be increased or decreased by the difference 10 cost occasioned by such substitution and an ~pproprla~e Change Order shall be issued; however, no Increase 10 the Contract Sum shall be allowed for any such subslltu- tion unless the Contractor has acted promptly and re- sponsivefy in submitting names as required by Subpara- graph 5.2.1. 5.2.4. The Contractor shall make no substitution for any Subcontractor, person or entity previously selected If the OY> ner, the Architect or the Construction Manager ma\...e, reasonable objection to such substitution. 5.3 5UBCONTRO\CTUAL RELATIONS 5.3.1 B\' an appr,)priate agreement, written where legall\' required for \al,dlty, the Contractor shall require each Subcontractor, to .the extent of the Wor\.. to be perlormed bv the Subcontractor, to be bound'to the Contractor b~ the terms oi the Contract Documents, and to assume to- ward the Contractor all the' obligations and responsibili- ties" hich the Contractor, b\ these Documents. as,urne, to\\ard the Owner, the Arch,le'ct and l~(' Construction Manager. Said agreement shall preser\ e and protect the nghts of the Owner, the Architect and the Const~Jct'0n Manager under the Contract Documents \\Ith respect to the Work to be perlormed b\ the Subcontractor <0 that the subcontracting thereof will not prejudice such rights. and shall allow to the Subcontractor. unless specifically provided otherwise In the Contractor.Subcontractor Agreement, the benefit of all rights. remedies and redre,s against the Contractor that the Contractor. by the~e Docu- ments has against the Owner. Where appropriate,. the Contractor shall require each Subcontractor to enter IOto similar agreements with their Sub-subcontractor~. The Contractor shall ma~e a\ailable to each proposed Sub- contractor. prior to the execution of the Subcontract COpd:' of thc- Con!'Jct Doc\,;n1(.nb to \\hlch the ~u!--u~. tro3ct'Jr \\tlt be bound by thi<. Paragraph 53. and ,de't,:. te the Subconlr;,ct' J any lerm~ and conditIOns oi the pro- posed Subcontr~ct which rNy be it virilftCe with the Contract Docum~nts. bch Subcontractor sh.II similallr make COpl~S of such DocumenlS ~v~ilable 110 their Sub- subcontrictors. ARTICLE 6 WORK BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM WOU AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform work re- lated to Ihe Project with the Owner's own forces, and 10 award separate contricts in connection with Olher por- tions of the Project or other work on the site under these or similar Conditions of the Contract. If the Contriclor claims that delay, damage or additional cost is involved because of such action by the Owner, the Contractor shall make such claim as provided elsewhere in the Contract Documents. 6.1.2 When separate contracts are awarded for different portions of the Project or other work on the site, the term Contractor 10 the Contract Documents in each case sha!: mean the Contractor Yoho executes each separate Owner- Contractor Agreement. 6.1.3 The Owner will provide for the coordination of the work of the Owner's own forces and of each separate contractor with the Work of the Contractor, Yo ho shall cooperate there", ith as provided 10 Paragraph 6.2. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner, the Con- struction Manager and separate contractors reilsonabJ- opportunity for the introduction and storage of their m, terials and equlpmen~ and the execution of their worl and shall connect and coordinate the Work with theirs as required by Ihe Contract Documents 6.2.2 If any part of the Contractor's Work depends ior proper e,<ecullon or result~ upon the worl of the Owner or am' ,-eparate contractor. the Contractor shall. prior to proceeding With the Work, promptly report to the Con- struct,on Manager any apparent discrepancies or defect, in such other ",ork that rendE'r it unsuitable ior such proper e'<ecution and results_ Failure oi the Cont'actor so 10 report shall comtitute an acceptance of the O\\ner;, or ,-eparate contractor's work as ilt Jnd proper to recel\e the Work. except a,- to defects which ma\ ~ub;,eqLJentl. become appa rent 10 such \\ ork by other" 6.2.3 An) co"ts CJu<.ed b\' defecti, e or 1:I.tlmed \\or\... shall be borne b\ the parh re,ponsible thereior. 6.2.4 Should the Contractor wrongful" cause d~ -nage to the work or prope'rl\ of the O\\ner. or to olhe' Y>ork or prope~'\ on the s,le the Contraclor sl-JIi prorr,;:!ly re;-'. edy such damage a, ;:.oro\ ided 1ft Subparagraph 10.2.5. 6.2.5 Should the Contractor wrongfully delay or cause damage to the \\or!.. or property of am separate contrac- tor. the Contractor "hall. upon due not;ce. prol'T'ptlv at. tempt to ,-eltle \\ ith such other contractor by agreement or othem'ise to resohe the dispute. Ij such separate CO~- t r ~1 ( t (l r ~ u c ~ (" - : r: ~ ~ l~ ~ e.:. ~,." J ~ b ' : ~ ~ ~ ' . v.' :'" -~ -: ( -' -: J C,; ; r, .. . the Owner on accoun: oi am de/a\ C' S-,~2C'. aeged 1: ha'.e been cau"ed bv :~e ContraC10' :~t O\\f'!er sha!' AI" OOCUMEo.;T ..l01 CVl' CE'EP, CO'DI~iO" Of ;liE CO"~'C fO~ CO',~~lCTIO' CO"TRlCTIO' .".'.''''Cl\\E'T lDITIOS . )USl198) lDlTlOS . -",.., .. (1:1980 . ,Hil ....,~[~..:-1." !~..)11TL'l (,; ....J;:('...!1fC'S ~-3) 'l\\ "()R.~ "'\[ ," '.\ .... ,,,- \'(.Tl_\~, Q C Jll..,;l' A201 0\ -- 1980 12 not,'\ Ire Contractor whO;'!han d~fend such proceedings at the O""ne(:; expense, and if anv judgment or award .ilwnst the Ow ner arises therefrom, the Contractor shall p~y or satlsf.. It and shall reimburse the Owner for all attorre\s fees and court or arbitration co~t- ""hich the 0" ne' has incurred. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispule arises between the Contractor and separate contractors as to their responsibility for cleaning up as required by Paragraph 4.1S, the Owner may clean up and charge the co~t thcreoi to the contractors respon- SIble therefor a~ the ConstructIon Manager shall deler- mine to be just. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 GOVERNING lAW 7.1.1 The Conlract shall be bll\erned b\ the law of the piJce \\ here the Prolect 15 10C,lted. 7.2 SUCCESSORS AND ASSIGNS 7.2.1 The O\\ner Jnd the Contractor. respectl\el~, bind tnemsel,e~, their partner-. SUcce5S0rs, assigns and legal representatl\ es to the other partv hereto and to the part- ners. successors. a~:;lgns and legal representatives of such other party with respect to all covenants, agreements and obllSJt:ons contained In the Contract Documents. Neither p.Hl\ tu the Contract shall a~slsn the Contract or sublet It a~ a whole Without the written con~ent of the other. 7.3 WRITTEro.i NOTICE 7.3.1\\rltten notice shall be deemed to have been duly served If dell,ered 10 person to the IOdividual or mem- be~ of the firm or entltv or to an officer of the corpora- tion for whom It was i~tended. or if delivered Jt or senl b\ res'stered or certified mail 10 the last bU~lne5s addre~s known to'the part\' gl\lOg the notice. 7.4 ClAI\\S fOR DAMAGES 7.4.1 Should either pJrt\' to the Contract sufier injur\ or dur.age to person or propert\ becJu~e of an) act or omis- sion ur the other p.Hl\ or of Jm of the other party's emplo\ ees agents or other, for" hose 1(1,; such part\ is legal" liable claim ~hJII he made 10 \\fltlOg to such "ther part\' \\ltnln a reasonJble tIme .liter the flrq obser\- ance 01 such InJur\' or damage. 7.5 PERfORMANCE BOND AND lABOR AND \\ATERIAl PAYMENT BOND 7.5.1 The O\\ner shall h.~\e the right to rec~.'re the Contract(H to lu'nlsh bond- co\erlng the falth:~' :--:.dorm- ance 01 the Contract and the payment of all ob:.gatlons arisin~ thereunder if and a- required in the Bldcng Doc. urr('~" ()~ the Contract Document< 7.6 RIGHTS A"'D RE\\EDIES :-.6.1 n c. d,): E'< arc obIIS,lll""" ,"'po~c-;:i b\ :he Con- "ole: : "'C'-'-'l'~'.' .:~.:: :t,(' ",:'" .;nd remed:e< J'oailable ;;,c,'c_ der shal! be In adddlon to and not J Ilm.tatlon of an\ duties. obl'I:Jtlon, . .:10,1< and remed,e, ,-',;"f'.\ I<.e Iln- =-'0<ec I)r a\ adablc b\ 101\\ 1.6.2 No action 01 failure 10 act b\ the O\\ne~, the Ar- chitect. the Construction Manager or the Contractor shall constitute a waiver oi any right or duty afforded any of them under the Conlract, nor shall any such action or tallure to act constitute an approvil of or acquiescence 10 any breach thereunder. e'l:cept as ma\ be spec.tlcally J~reed in wntlOg. 7.1 TESTS 7.1.1 If the Contract Documents, laws, ordinances, rules. regulatlon~ or orders oi any public authOrity having Juris- diction require any portion oj the Work to be inspected, tested or approved, the Contractor shall gl,,'e the Architect and the Construction Manager tlm.ely notice oj Its readi- ness so the Archilecl and the Construction Manager may observe such inspection, testrng or approval. The Con- tr,lctor shall bear all costs oi such inspections, tests or appro\als co'nducted by public authorities. Unless other- wise pro\'lded, the Owner shall bear all costs oi other in- -pections. tests or appro\'als. 7.1.2 It the ArchItect or the Construction ,"anager deter- mlOes that any Wor.. requires ~peclal In~pection. testing or approval \\ hich ~ubparagraph -.7.1 doc; not anclude, the ConstructIon ,\1ana!!ler \\111, upon \\flllen authoriza- tlun trom the Owner, IOstruct the Contractor to order ~uch ~peclal inspection. testing or appro\'al, and the Con- tractor shall give notice as pro.. Ided an Subparagraph :-.:-.1. Ii such speCial IOspectlon or testan~ re\eals J fatlure oi the Worl.. to comply With the requirements oi the Con- tract Documents, the Contractor shall bear all costs thereof. IO(.ludlng compenScltlOn lor the Architect's and the Construction ~1anager's additional services made nec- essary by ~uch failure; othemlse the Owner shall bear ~uch costs, and an appropriate Change (O'der shall be Issued. 7.7.3 Required certtiicates oj inspection. te<.ting or ap- pro\ .11 shall be secured by the Contractor and the Con- tractor shall prompth deli\er them to the Comtruction .\\clnager lor transmlt:al to the Architect 7.7.4 Ii the Architect or the Construction Manager \\ Ishes to observe the inspections. le,ts or appro\ ab reqUired by the Contract Document;. th{>\ will do 50 promptl\ and, \\ here practicable. at the sour<;e of suppl\ 7.8 INTEREST 7.8.1 Pa~ ments due and unpaid under the Contract Doc- uments shall bear interest irom the date pJ\ mer:: ,s due at such rate as the parties ma\ agree UpC'1 In "riling or, In the absence thereoi, at the legal rate ;: 'e\JdJn~ at the place oi the Project. 7.9 ARBITRATION i.9.1 All claims. d,c,pute- and llther matter, In o;.;;:.,tion bet\\een the Contractor and the O"n{>r a~I,:r~ 0_' ,'I or relating to the Con:'.:c: Document, or the breaCh :hereol. e\Cept as provided In Subp.Hagraph 2 \ ;~ \\ith respect to the Architect's decl<lons on maltt'r~ relating Ie art,sllC enec\. Jnd except ior (lalm~ \\ hich ha\ e heen' \'-1, ed b\' It,e mak,ng or ,)cce:'ance 0' Iln.ll pJ\ment ,'" ;-'~''olded b\ "ubl1.Hap.1ph~ Co ~ ~ :~', _..:~, "(" -,' ;';'\ e '''JII be .,~t'(,ded b\ Jrb,trJt,(- n ~':c,'rdJr'1(C' \\1:" :he CC~,lruc- I,on Industry Arb:!'a:..'n R;,;It', "~ :~e American .l,~bitra- t.on A<<,oc'Jtlon the~ obtaln,r\.: unle<< the pJrtie' - _'ualh '3 A201/CM - 1980 ..,.. DOCUMENT ":101 C\4. CE'ER", (C'''','' ...' Of .~, u....;~..(; I, . (, ...... (1:0.. CO'STRL'CTIO... ""'CE'..\E...T EDITIO... . i:,,'E 19&:' EClITIO... . ...1.... . ~ 190.: . THE ""ERIC"" I"',;c'[ Of ,aCHITEc1S ,-i-, ...[\\ 'Ob ".; ... \\ \\ ,..' ....;"" ~ C :"0'", .Br~ otherwise. No ,ub.trit,on arISing out ot or relating 10 the Conlract Documents wI! Include. by consolicU- lion, JOinder or in any other manne', the" Architecl. Ihe Conslruction Manager, their emplo)ees or. con~ultants except by wrI!tf'n consent conlalning ,) speeltlc reference 10 Ihe O",nl'r.l.onlriclor Agreement dnd -,~ned by the ."rehltect. the Conslruction .\\anager, th(' O\\ner, the Contractor and an" othE'r p('r~on sought to be lo,ned. No drbltratlon shall lOelude by comolidahon. jOinder or in .Jny olher mdnner, parhes other than Ihe Owner, the Contraclor ind any other persons sub<tantlalh Involved In a common question of facl or 1.1\\. \\ hose presence is required if complete relief is to be accorded in the arbi. tratlon. No person olher than the Owner or Ihe Contra~- tor shall be included as an onglOal third party or addi- tional third party to an arbitration whose interesl or re- sponsibility IS insubstanhal. Any consent to arbitration in\'oh'ing an additional person or persons shall not con- stitute consent to Jrbitration 01 any dispute not descnbed therein or with any person not named or described therein. The 10regolOg agreement 10 arbitrate and any other agreement to arbitrate with an addlllonal person or persons duly consented to b\' the parties to the Owner- Contractor A!:reement shall he speclllcally enlorceable under the pre\JlllOg arbitration law The a\\ard rendered b\ the arbitrators shall he {lOal. and judgment ma\ be en- tered upon it in accordance with applicable la\\ in am court having jurisdiction thereot. 7.9.2 ~otlce oi the dem.lnd ior Jrbltr.llll.Jn <hai: be filed in writing With Ihe olher party 10 the O",ner-Contractor -'..creen-lent and with the American Arbitration ASSOCia- tion. and a copy shall be flied With the Archllect and the Construction Manager. The demand for arbilration shall be made within Ihe lime IImit< specified in Subparagraph 2 3 1:; \\ here applicable. and In all olher ca~e~ within a rea~onable time after the clJlm dl~pute or other matter In que~tion has arisen. and In no e\ ent ~hJII it be made .liter the date when IOstllution of legal or equitable pro. r('f'r::n~~ based c," such claim. dispute l'r (ltf~er m.ltler 10 que-ll~n \Hluld be barred b\ th(' applicab'e '!JOule or liml:.l1Ion-. 7.9.3 Unles- oth('l\\lse a~re('d In writing the (on!ractor ..hall cam on the \\ork and mJlntJ,n its progre>' cur In!:: am a rhltr Jtlon prOl ('('(line,- .)nd the Owner shall con- tinue 10 make poHmenl- tp thl' ((Jr1lrdCIOr '" ~((orn,lnce \\ ,Ih the' rnnl~,)ct DOflJmf'nt- ARTiClE 8 TIME 8.1 DEfI~1TI0NS 8.1.1 Unle<< otherWise pro\lded. the Contrac: Time is the period oi time allotted in the Contract DOCUT.fnts for SubstJntial Completion oi the Work as deilned In Sub. paragraph 8.1.3. includ:ng authOrized adjustments thereto 8.1.2 The date of cummencement of the \\01l.. is the d.lle e<labll<~ed 1ft a nollce to proce('d Ii there IS no no- t,ce tv procced. it shall be <ucn l1:her date as may be e<1abll-hed In the Owner-Contraclnr -'..!'reement or else- .', here ,n th(' (nnlrMt Docurrrn!;, 8.1.3 T~(' D.,:c' (>I 5uh,:.'<'....:: Cump:('l."r' ,." :-.: \'.:', or d(:'d.:nated ['l0r:lon tn(:'t-,n" I' the OJIC ce.tli,ed b\ l~e ~re~lle~t \\ hen comtruct,on I' sutll(,enth- comp!€'te ,'1 accordanc~ wilh the ContrKt Documents. so Nt the 0\1\ ner or sep.,ate conlrKtors c..n occupy or utilize the Work or i designated portion th~rer'f Ibr the &Ke I \1\ I'llch It IS Intended. 1.1." The Date of Subst..nllal Comp:(':,on oi the Pro/e-e or desl!:naled port,vn thereof 1< the U.:'e cert'"ed b" th. Arch,tec I \\ hen construction 1< ~ut"e 't"'1h complele SO the 0\\ ner can OCCUP\ or utd,,'l' Ihe P', eel or de-Ignate.: pvrtlon thereot lor the use lor \', hlch ,t \\.1< Intended. 8.1.5 The term day as used In the Contract Document;, ~hall mean calendar da\ unle" -Pt, 'la'l\ de~l~nale-d otherWise. 8.2 PROGRESS AND COMPLETION 8.2.1 All time limits Slated /n the Contract Document, are oi the essence oi the Contract 8.2.2 The Contractor ~hall be~ln the \\'ork on the date of commencement as deilOed In Subpa'agraph 8.1.2. The Contractor shall CJrry the Work tOf\\ard expeditiou<i\ With adequate force~ and shall ach'e\~ Sub~tantlal Cor-. pletlon 01 the Work WIthin the (nntr.1C! T,me. 8.3 DElA YS AND EXTENSIONS OF TIME 8.3.1 II the Conlractor 15 dl'~\ed a: am t,me In t~c prvgre>> or the \\'ork b\ .In\' .leI or ne~'ect oi the Owne' the Arch/tect. the Construction "dnJge~ an, oi their e:""- ployees, any separate contractor emplo\ed by the Owne' or b\ ch,ln~e' ordered 1ft 11ll' \\ "rk '.':-rH d'<pute" i;'" unu~lJal delJ\ In trJn>portatll1r' .lche:,€' \\ealher cone- lions not reasonably Jnticipatable, un.l\oldable casualties am CJuse, beyond thC' ContrJctur - co,.:"o:' dela\ Juth, . ized by Ihe Owner pending arbitration or by any otne' CJuse v. h,(h the Construction \\ana~er determ,ne> n lu,tli\ the del.1\'. then the CpollacI T'me shall be t. tended b\ Ch"nge Order tor ,c;l:' re,)<c"able time a~ l~t.' Construction .\\anager ma\ dt'te'mlnE' 8.3.2 An\' clJ,m lor l'l1.len~lon ,.J I;r;'t .h..l!! b(' m.lde - \\f1I,r,;:: to the Con,'ruc! un \\.1nJ;:,,' nt.' more lr~- 1\\ enh dJ\ ~ a Iler the (ommen, ('~l('n: , . t~'I(' dela\ : 01 r.f" \\I-e It shJII De \\aived. In the l.l't' l . " (u:,:,nUlng de'.: onl\ one clJlm IS nece"saf\ Trc (c': ..: :c,r ,hall pro\ ,c.: ,In e.l:matc oi the prob"ble el1eC (I: ,.,C" dc>l.J\ un :-.. progre-, oi the Work. 8.3.3 I! n(l .lc'cement IS m.let' -tat:n~ the d.1Il" life - \\ h,ch ",:crpr€,'!J1IOnS "" oro\ ,rlt"d '" '. ~f'l.,ll:'arf, ~ , -. ~hJII be. iurnlshed rhen n" ( .;,m ' . dt'.oh <h,)1I !,:, .11Io\\ed on account O' jo).IU" . Ill'''' ,i. ,~:(;, :"'l'fprc' riOn, unlil i,it('cn d.l\ - Jl:l" \\ ..,..... ..'.: I' I""\,lrl.. . Ihem ,lnd no! Ih('o unle~< sucr, if'. . '(',l.on.lble. 8.3.4 F!~ P,l:'-l~r.;rh 8.3 doe. -.: t" ..,~,- :1,(. ~e'(( .t.. ni d.lm,1ge< for dela\' b\ either parl\ \"-:J, l':: c-r r....".- ..tf)~~ "I tl..(' (l,nlrJ(t n0CUr'tiC....... ARTICLE 9 PA YMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum i~ <taled In I~" C)"ner-Conlrac- tor .~:'el'ment Jnn inc!ud,r'~ ..~!h-..-, ~ .'~ >11""\('-' : ,~, eft" ~ :~.l" >:i:~; l;n~'.,_-' ; , -, . I ContrJC:Ll~ to~ lr.(' perl, Cont':.-r Oocument.. . ""_. '..\ (~:~ l".;'idE-' 41.. DOCUM[' 1 4201 eM . (..L 'i.;:". (O.....D'~ 1\ ),s ,:'~r - -~, (1..-". ~ ",:--. ~.L-::: (~'~ i;L C~ ~~~ CC"~TRLCT:C' \1"'~C['~l'T E:-';i'O' . Jl'( ,~:::"~ [~,1.C~. . .A..:1.:~" ._..~ 1..8. . _::.:.~ \\'~~:( \'" ,.~,,:,.~; 1~ l)f .\.(~~!'1:.(.,., ,-;' '"f\\ ,':'''''' -\.: ... '. ..,\ ,,(.;0' DC - 0\:21)1 C~1- 1980 1~ '.2 SCHfDlJLE OF VALUES 9.2.1 Beiore the iirst ApplaC.1hon ior Pa\ men!. the Con- trutor shall submit to the (onstruct,on ."-tanager a schedule of values allocated to the \dfiOUS portions of the Work. prepared in such form and ~upported b\ such ddta 'n -uh~tantiate its .1ccuraC\ a" the o\rchlleCI and the (on. -lru(t;.')n \\anoll:~~ mcl\ require ThiS schedule. unless 0h,ec:ed I.) b\ the Conqructlnn \1clnager or the Architect. ~hdll be used onh ,,~ a baSIS lor Ihe Contractor's Applica- lions ior P.1yment. '.3 APPLICATIONS FOR PAYMENT 9.3.1 At least iliteen d.1\S before the date for each progress pdyment est.1bllshed In the 0\\ ner.Contractor ."greemen!. the ContractlH shall submit to the Construc- tion .\1anager an itemized o\ppllcatlon ior Payment. notar- Ized If required. supported b\ such data substantiating the Contrclctor's rl~hl to pa\01E'nt JS the Owner, the Ar. dllleC! or the Construction \\anagl'r mJV reqUire, and re- Ile(\ln~ retolln,lge ,f .lm .1, pro\ Ided else\\here in the Contr,l(' DOtumenb. The Con-truction .\1anJger writ a~' ~l'mble :he .~ppllc.lIlon \\ ilr. 'ImilJr appllcJtlons irom other C(l'1lrJctor- on the Prr>;Ct! .n!u a combined Prolect o\ppllCJtlon ior PJ\ ment Jnd iumard It \\ith recommen- ddtIlJl'1' 10 the Archltec: \\lthln se'.en davs 9.3.2 Unless otherwise pro\ ided In the ContrJct Docu- men!s P,1\ ments \\ rll be mJde on account oi materials or equipment not incorporJted In the Worl... but deli\ered and ~ultably ~tored at the -tie and Ii appro\ ed in ad\ ance hv the 0\\ ner pJ\ ments mJ\ slmilJrly be made ior mJte. 'lolls or equipment suitabh stored at some other loca- tion ~!:reed upon In \\rrtlm: P,l\ ments for maleridls or equipment stored on or on :he site shall be conditioned upon submission by the Controlctor oi bills of sale or such other proct-dure~ satlsiactof) to the Owner to eqab. 'Ish the Owner') title to such matefiab or equipment or othem 1)1.' protect the 0\\ net's interest. Including applica- ble ln,urJnce and transportation to the site for tho~e m,lter,.ll. .lnd equlpme'1t ,tored 0" the ~tte '1.3.3 Th(' (c'ntraclor \\,Hr,lnt, thJt t:tle 10 .111 \\'ork. materidls and equipment co\ ered b\' an AppllCJtlon for Pay ment wrll pdSS 10 the 0\\ ner either by mcorporallon In the con-tructlon or upon receipt 0; pa\ment b\ the Cont' ,ctor. \\hiche\'er o((ur~ i,,-t 1ft-I.' Jnd clear oi all liens claims '-ecuritv interest- (lr encumbr,lnce~. herein- .,li!er 'eierred to In thiS Artlde 9 a~ "lien, and thJt no \\'c,~1... m.lterlal~ or equipment (0\ ered b\ an Application ior Pol'. ment \\:11 ha\'e b('(,''1 acqUired b\ the Contractor or b\ an, other per-on perjormlnl: \\'ork at the site or lurni~hin~ materials and eqUipment ior the Project. sub- lect to an ,,~reement under which .1n Interest therein or ,1" encumbrance thereon I' retJined b\ the seller or oth. ("\\1'(' mpo,erl b\ the ((Infractor or 'ur" rolher person. 9.4 CERTIFICATES FOR PA Y"UNT 9.4.1 The Architect wdl. \\Ithin ~e\ ('n dol\, .1 iter the re- ceipt ,,' the PrOject Appl.CJ::on lOr PJ\~enl \\Ith the rec- omm(':-dation< of the (onstrucJ.'on'1c'1a~er re\ ie\\ the Proje<: .1,ppil(Jtlon ior PJ\ment and el:l,er ,s~ue a PrOlect ((>'lllh ';~I' II" PJ\Tr:,.~,! tu t;..C' O.\r:('~ \\,:h .1 COP\ te. the Con,.. _cllon \1Jnager for d,~:r:[-;ul'on to the (ontractor lor ~ucn amounts as the .1,~ch,'I-'( I nelerrr:nes are prop- er!\ dc.:e O~ notlh th(' (on,:'~'::.~, .\.1anager In \\ rllmg oi the re~)ons for withholding .1 Certificate as provided in Subp.1ragraph 9.6.1. Such nOtlilcatlon w ill be forwirded to the Contractor b,,' the Construction .\1dnager. 9.4.2 The Issuance of a Prolect Certiiic.1te for Payment will constllute i representJr'on b\ the Architect to the O\\ne: thJt. based on the Arch,tec: ' obser\alrons at the site as pro\ Ided in Subparagraph 2.3,4 and the data com- prISing the Project ApplicatIon ior Payment, the Work has progressed to the point indicated; that. to the best of the Architec!'s knowledge. Information .1nd belief, the quality Of the Work is in accordance WIth the Contract Docu- ments 'subject to an e\aluation oi the Work for conform- ance with the Contract Documents upon Substantial Completion oi the 'Work, to the re-ults oi any subsequent tesh required by or performed under the Contract Docu- ments. to minor deviations irum the Contract Documents correctable prior to completion, and to Jn~ ~peciiic quali- ilCJtlons stated in the Cerlriic.lIei; and that the ContrJC- tor h enlrtled to pol\ ment in the .1mount certJiied. Ho\\- t?\ ('r b\ IS~Uln~ a Prolec.l CertlflCJte ior Pay ment. the Ar- chllect ~hall not thereb~ be deemed to repre-ent that the Architect hJ, made exhdusll\e or continuous on,slte in- ~pectlon~ to check the qUJlil\ or qUJntlt\ oi the \\'ork, hJS re\le\\ed the construction meJn- methods tech. nlques. ,equences or procedures. or ha~ mJde 010\' e\Jm- inJtlon to ascertJlO hO\\ or for what purp(l~e the Contrac- tor ha, u,ed the monies pre\ I('u-h paid on account oi the Contract Sum. 9.S PROGRESS PAYMENTS 9.5.1 .~llt?r the Architect h.lo; Issued a Pro,ect C e'tl:lcate for Pal ment, the Owner shall make pa, ml'nt In the man. ner Jnd Wllhln the time pro\ Ided In the Contract Docu- ments. 9.5.2 The Contractor shall promptly pa\ each Subcon. tractor upon receipt oj pcl~ ment irom the Owner, out of the amount paid to Ihe Contr,lctor on Jccount of such Subcontractor's Work. the amount to "hlch said Subcon. trJctor IS entitled. reilect,ng the perCenlol;;e actuJlly re- IJlned. Ii .10\' trom pa\,menr, to the Contractor on ac- count or ~uch Subcontractor'- \\'orl.... The Contractor shall. b\ an JppropllJte agreeml',l With eJch Subcontractor, require eJch S.ubcontractor 1(' mJ~e p,l\ ment- to their ~ub-'ub(ontrJClor, In ~Imllar mJnner. 9.5.3 The Architect mol\'. on req\';('.t Jn~ Jt the Archi. :('cl- dl"cretlon. iurnl,h to an\ ~ub(un:'Jctor. ii prac. tlcJble Iniormatlon rebJrdtng Ih,.. pE"ce~tagt-s oi com- pletion or the amounts applied lor b\ the ContrJctor Jnd rhe Jctlon tal...en thereon b\ thr Architect on account oi \\orl... done by such Subcont:Jtt'.r 9.5.4 \:either the Owner. the A', h,tect nor the Construc. lion \\anager shall ha\e any ()b"'~.l: on :r 0.1\ or to ~ee to :he penment oi .10\ monie~ In .1m 5ubconlr,lctor e1(cept .b m,l\ olhel\\ ise be re<1uired "'\ 1.1\\. Q.5.S 1'\0 certliication of a progre," pJ\ r:-:en I J'11 vag. rp" pJ\ men! or JO\' rJ'tial lH ('n:,~e u~e or occupanC\ or the P'o;ecI b, the 0\\ ner ,h.Jii con~ll:u:(' .j!) accept- .lnce oi .1r\ \\ ". r,,: In ,l(((',d,lnce \\,Ih :he (('ntrac! [Jocumc-n:... 9.6 p~ HIE'" TS \\ ITHHELD 9.6.1 Trw Architect. io:IO\\ in~ con~ultJtl(\n With the (onqruc :,on \1anager moll Gt'c I, re I" l ,-': III pJ\'nent lS A201/CM -1980 ~Io\ OOCl.~['..T 0\201 CM. L,"". t.-,,:,,; ,", I." -.. (.")'-;::~c' ,....~ co,,''': .-- I'" CO',l~lCTlO' ~\o\"""'GE\'E" ::--;~'''''' . Il'E 1950: E:l..IO.... . AIA~ . .1'1980 . THE ."',ER'C...,. I....SlI1L'l( OI\~Ch.il(rs .- -, '['0\ \O!::""'\E .... \\ \\"S"....I,:O...., ['l C ~f'('('l(, .nd m~y withhold the Certlilcite in whole or in p.rt 10 the ell.tent n~ces~ry to reasonably prote't the O\/\oner, if, In the Architect's opinion. the .-'.rchltKt is urwble to make representations to the Owner as provided in Subpara- araph 9.4.2. II the "rch,tect ,s unable to mike representa- tions to the 0" ner i1S pro\lded in Subparagraph 9.4.2, and to (ertd\' pa\ ment In the amount oi the PrOject Ap- plication. the Architect \/\0111 notify the Construction Man- ager as pro\lded In Subparagraph 9.4.1 Ii the Contractor and the Archlte~t cannot agree on a revised imount. the Architect will promptly Issue a ProJect Certlilcate for Pa\- ment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also decline to certify payment or, because of subse- quently discovered eVidence or subsequent observations. the Architect may nullify the whole or an~' part of an~ Project Certificate for Pa)-ment previously issued to ~uch extent as ma\ be necessary. in the Architect's opinion. to ['Hotect the Owner from loss because of: .1 defective Work not rE'medied; .2 third party claims filed or reasonable evidence in- dicating probable filin~ of such c1a,ms. .3 failure of the Contractor to make pa\ ments prop- erlv to Subcontractors. or for labor. materials or equipment. .4 reasonable evidence that the Work cannot be com- pleted for the unpaid balance of the Contract Slim: .5 damage to the Owner or another contractor; .6 ~easonable evidence that the Work will not be completed ,\ithin the Contract Time; or .7 persistent failure to carry out the Work in accord- ance with the Contract Documents. 9.6.2 When the grounds In Subparagraph 9.6.1 abo\'e are removed. payment shall be made for amounts with- held because of them 9.7 FAILURE OF PAYMENT 9.7.1 If the Construction Manager should fail to issue iecommendations WIthin se\'en da~ s 0: receipt of the Contractor, ,$"pp!lcation for Payment. or d. through no fault of the C(Jr:ractor. the Architect does not issue a Project Cerltllo:e for Pel)-ment Within seven days elfter the Architect's receipt oi the Project Appltcatlon for Pa~- ment. or If the Owner does not pay lhe Contractor" Ithln seven days after the delte established In the Contract Doc. uments a'n.,. amount certified b\ the Architect or a\\arded b, arbilratlOn. then the Contractor may, upon se\'en addl' tional days' wrillen notice to thE' Owner. the Architect and the Construction Manager. stop the Work until pay- ment of the amount OWing has been received. The Con. tract Sum shall be increased b\ the amount of the Con- tractor's reasonable costs of shut-down, dela\ and start- up, which shall be effected b\ appropriate Change Order In accordance with Parelgraph 12.3. 9.8 SUBSTANTIAL COMPLETION 9.8.1 When the Contractor considers that the Work or a de"gnated portion thereof which is accert2ble tc, the Owm:, , 1'- suhtolntIJ::\ cniT,."c:e a, de::rt.;j :~ ~,;!>p3rJ- graph C 13. the Contractor shall prepare for t~e Construc, tlon '~"nager a list oj items to be completed or cor- rected The jadure to Include any items or -Jct-> liq does not alter the responsibility of the Contractor to complete till Wor~ In accord~nce WIth the Contract Oocumr- When the Architect. on the ba!ols of Inspection Iftd c sultation With the Construction "'.Jr1a~er determines that the Work or deSignated portion the~eol IS substanllal\ complete. the Architect ,\III then prepJ'e a Certlllcate oi Substantial Completion of the V\or~ \\ h,ch shall estabhs" the Date oi Substanllal Completion 01 the Work. sh~i, stale the responsibilities of the Ot\'ner and the Contractor for security. maintenance. heal. utiJihe, damage to' the Work and Insurance, and shelll i,ll. the t.me within which the Contractor shall complete the Items listed therelt' The Cerliflcate of Substintial ComplellOn of the War\,; ~hall be submitted to the Owner and the Contractor fo' their written acceptelnce of the re~pon~ibllrties assigned to them In such Cerlificate. 9.8.2 Upon Substantial CompletIOn oi the Work or desig- nated portion thereof, and upon application by the Con- tractor and certification by Ihe Architect the Owner shal' make payment, reilecting adlustment in retellnage. of an\ for such Work or portion thereoi as pro\ Ided in the COT" tract Documents. 9.8.3 When the Architect on the bJ'" 01 Insp~..:tlor, determines that the Project or de.,~n,l:ed porllon therec IS substantlall.,. complete. the Architect \\111 then prepare a Certificate of Substantial Completion of the PrOleC! which shall establish the Date of Sub<tantial CompletiC'~ oi the Project and ilx the time \\i:hin \\rllch the Cnntra:. tor shall complete any uncompleted ,tems on the Certil- icate of Substantial Completion 01 the \\ork 9.8.4 Warranties required by the Contract Docume,." shall commence on the Date of Substantial Complelior the Project or designated portion ther'eof unles~ otht .....Ise provided in the Certificille of Substanlial Comple. lion of the Work or designated portion thereof. 9.9 FINAL COMPLETION AND FINAL PA\'MENT 9.9.1 Following the Architect's 'SSUelnce of the Certillca:e oi Substanll~1 Completion of the \\or~ or deSignated PO"' tlon thereol, and the Contractor's completion of tr.e Work, the Con:'actor shall fomelrd 10 the ConStructlC- Manager a written notice that the Work is ready for fiNI Inspection and acceptance. and .hall .1',0 fo,.,..~rd to the ConstructIOn ."ar.ager a final AppllcJtlon for Paymer.: l'pon receipt, the Con~tructlon "dr'.i:er ,\ill make l;..e neCfssarv evaluations and fomelrd recommendations tc the Archilect "ho will prompt: \ mJ.e ,uch rnspectlo- When the Architect finds the \\ 01;" acceptablE' undE' the Contract :Jocumcnts and the ContrJct full\' pe"- formed, the A'chltect w,1l Issue a PrOject Certificate :c Payment which will approvE' the final pa\menl due t",o Contractor Th:' approval will constlt\;te a repre~entatlc- that. to the bEst oj the Arch,tec:'s lnowledge, informa. tion and bellej. and on the basl~ of ob~er\aIIOns i1nd ir., spections, the Work has been completed in accordance with the Terms and Condition' of t~e Contract Doc;,;- ments and that the entire balanct.' four-d to be due th~ Contractor. and noted in said CE'rt';lca:e IS due and pa'.- able. ThE' Archileet's appro\'al of sa,d PrOlect Certiilca'e j(,. PJ\ iT.en1 WI': lon",lute J iuothe' "::o'e-e'llaLon 1~"' ;h(' condit,ons precedent to the Cor.:' }ctor's being eo titled to fmal pavment .1< 'E'l iorth In ~_bpa'agraph 9 h.ne been iuli,'ied. "'" DOCL'~["'l A201 CM' C[...[~~~ CO"'OI~'O"'S 0' ,~[ CO...l~~Cl fell:: CO"'S:.lCTIO'"cCO...SHLClIO-.. MA......Cl'I["T lO'iIO'" . j',"'[ 1~c~ [OITIO'" . "'At . If 1980 . lHf ^,.IlRIC~'" 1',STllL T[ or Al':CHIHC1S '-3;"'['\ 'OR, ~\[ .. \\ \~A,H"CTO"'. DC ;0(.... A201lCM - 1980 16 j, A, 9.9.2 'either t~e tlnal ~J\ ment nor the rem~ining retain- age shall be.:ome due unt" the Contractor submits to the ....rch,teCl. through the Comtruction Manager, 11l an affi- davit that all pa~rolls. bills ior matenals and equipment. and other indebtedness connected \'\Ith the Work for \\ hie h the 0\\ ne' or the 0\\ ner's property might in any \'\ay be respon~lb'e. have been paid or otherWise satis- fied, '~I con,ent ot surety, It any, to final payment. and I)) ri required b\ the Owner. other data establishing pay- ment or satisfaction of all ~uch obligations, such as re- ceIpts, releases and waivers of liens arising out of the Contract. to the extent and in such iorm as may be desig- nated b\' the 0" nero Ii any Subcontractor refuses to fur- nish a release or waiver required by the Owner. the Con- tractor mav furnish a bond satisio1ctory to the 0" ner to indemnity the 0" ner against an\' such lien. If any suck lien remains unsatisiied .liter all payments are made, tke Contractor shall ~efund to the 0" ner all monies tkat the lalter mol\' be compelled to pay !n discharging suck lien. ,ncludln~ all (O.~- .1nd reasonclble o1ltorneys' fees. 9.9.3 II alter 5:';0-I.1ntl.ll Complet,on of the Work. fJnal cumplet,on thereot IS material" dela\ed through no fault oi the Contractor or b\ the Is~uance ot Change Orders afTectlng i,nal cumpletlun, and the Construction Manager ~o confl'ms, the Owner shall, upon a~rlication by the Contractor o1nd ce't,{icatlon by the Architect and Without terminating the Contract. make pJ\ment of the balance due tor that portion of the Work fully completed and accepted If the rem.lIning bal.lnce ior Work not iully completed ll' c'rected is less tkan the retalnage stipu- lated In the Con:'Jct Documents. olnd ii bonds ha\'e been furnished as pro\ Ided in PJr,lgraph :-.5. the wrilten con- '-ent of the su rel\ to the pol\' ment of the balance due for that porllon or r"e Work iul" completed and accepted ,hall be submlttE'd bv the Contractor to the Construction ."\.1n.l~er prltH I" (e'tillcat",n oi ~uch payment Such pa\'- ment '-kall be made under the Terms and Conditions gov- ernlnt: fin," pa\ me~t" e...cept th.lt ,t .hall not con<.tltule a \\al\er oi cia:m. 9.9.4 The makl~g of i,nal paymE'nl -hall. afte' the Dale of Substant;al Completion of the Project. constilute a wai\'er or ,111 c!~ ~ - n\ the 0\\ ne~ e...cept those artsin~ irom .1 unsettled Lens .2 iaulty or defectl\e \\'ork appear,ni: .liter Substal';. tlal Comp'e:,on oi the Work. .3 failure oi the Work to complv with the require. ments oi Ihe Contract Documents, or .4 terms 01 In\ speCial warrantle.;. requlfed by the Contract Document'- 9.9.5 The accej2:J:1ce ot final payment shall afte' the [),,:e 01 Substant;;!i Completion of the ProJect. con,tltute a waiver of all claims by the Contractor except those pr~\ lo~,h made in wratlOg and ,dentliled by the Contrac. tor d~ ",n,ettle-=, .' lhe time oi "'. . nal .A.pphcallon ior Pa\ ment. 9.9.6 -\11 pro\',",,' or :h~ ,--\I:~el'~,(''1t Inciud'n!: \\:tr- , ~. i'''11.:!IU'' tr0,e e"Jbl,~hlnl: l ~- ~.::t'on, and proce- dure,. ,ha:r reman In lull r(J'u' ,1-.G {"1ect not\\Ithstand- '- the maklnl; or acceptance or tlnal pJ\ n,en: p' ,'~ to (' r'.;:r> or Su'b,'r' 011 Cl.mp!eton oi the Project. ARTICLE 10 PROTECTION Of PERSONS AND PROPERTY 10.1 S4FETY PRECAUTIONS 4ND PROGR4MS 10.1.1 Tke Contractor shall be responsible ior Initiating, malntalf1lng and ~uper'llsjng all safet\ precautions and programs In connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contraclor shall take all rea,onable precau- tions ior the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to: .1 all employees on the Work and all other persons who may be affected tkereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in ~torage on or ori the site, under the care. custcdy or control of the Contractor or any of the Contr.1ctor's Subcon- tractor~ or Sub-subcontr.1ctors; .3 other property at the ~Ite or adjacent thereto, in- cluding tree~. shrub". 1.1\\ ns, \\ alk~. p.n ements. rOcldwa~'s, structures and utilities not designated for remo\"ai. relocation or replacement in the course 01 con;tructlon; and .4 the work oi the Owner or other sepdfate contrac- tors. 10.2.2 The Contractor shall glye all notice) and comply With all applicable laws, ordinances. rules, regulations and lawtul order- oi an~ publiC authorrty bea~ing on the ~aiet\ 01 persons or pruperty or their protection from damage. injury or loss. 10.2.3 The Contractor shall erect and malOtain. as re- qUired by existing conditions and the progress of the Work. all rea~onable safeguard; ior sCliet\ and protection, Including postlOg danger signs and other warnlOgs olgaanst hazards, promulgating safety regulations and notifying 0\\ ners and users oi adjacent ut"llIe5. 10.2.4 When the use or stor.1ge 'oi explo,l\ es or other hazardous matenals or equlpm('nt IS nece,'Jr\, ior the execution of the Work, the Contractor shall e),erclse the utmost care and shall carr\' un ;uch actl\ltles under the ;.uper\ ISlon oi properly quai'!Jed per~onnel 10.2.5 The Contractor shall promptl\ remed~' all damage or loss :other than damage or 10" ,n,ured under Para- graph 11 3, to any propert\ relerred tll In Clause, 1(' 2 1.2 and 10.2.13 caused in \\hole 0' ,n pJrt by the Contrac- tor. anv Subcontractor, iln\ S.ub',ubcontractor. an, one di- rectly or indirectly emplo\'ed b\ .10\ ,)f them. or by any- one ior \\ hose acts an,. of them mJ\ be IIJble. and for . \\hich the Contractor IS 'espon'Ible under Clauses 10.2.1.2 and 102.1 3. e\cept damage or loss allrrbutable to the act, or omlSs,on, 01 the O\\ner. the Architect, the Con- -tructlon .""'anager or amone drrecllv or Indlrectl\' E'm- rl(1\ed b\ any of them. or b\ In\one for \\ho.(' .1Ct. any c': thc'm may be liable ,'~- - : ,1llrlnutable to the ;Jult or negll~ence oi the Con:'~ltor The foregoing obl,ga- lion, oj the Contractor a'e ,T' ,:drl:'IC'n 10 the Contractor', (.b/,gal1on, unde' ParJ~'Jp~, ~ : " 10.2.6 The Contr.;ctor -"'J:~ d,.'-I:.:nalC' a 'e,pon"ble member 01 the ContraclO" '.J'",:~ ',J!II'n Jt the site "hose dut\ -hal! be the pre\ent,on or acc,dents. Thl' pt'r'lln ~h.111 be Ihe Contrac,,(. 'u['lt:'rlOtendent unle~, 17 A201/CM -1980 ....... OOCl,;'-\E""T "'201!CM . GE"'[~"'l CO'OI-ll''''' (.f '-, , '''':,'CT fOR C0'-"RlCT'O... CO'STRI..CTIO' "..s...CE....E"T EDITIO' . J;" '-t ,98{1 ~J,T,O'" . AI.... . 11980 . THE "HR:IC'" ,t..'"' --.... TE OF "R(Hl'!;l-~'" ~-1,; '~.\ ~o~... .\~ "'.\ \""'HI'CT(P.... n ( :fY'W"lh otherv.ise deslKnated by the Contractor In WrltlnS to the Owner ~nd the Construction M.naser. 10.2.7 The Contrallor shall nOI Io.d or permit any p.ut oi the Work to be 10.lded so .~ to endanger It~ safety. 10.3 EMERGENCIES 10.3.1 In any emergenq .liH't ~in~ the safet" 01 persons or property the Contractor -h.dl act at the Contractors discretion, to pre\enl threatened damage. Inlury or loss. Anv additIonal compensation or extension of lime claImed by the COnlraclor on ~ccount of emergen", work shall be determined a~ prm Ided In Arllcle 1:! ior Changes in the Work. ARTICLE 11 INSURANCE 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase and maintain insur- ance ior protection irom the claims set lorth below which may arise out oi or re~ult trom the Contractor - opera. tions under the Contract whether ,uch operation, be b\ the Contractor or b\ am ~uoc()ntractor. or b\ Jmone dl' recti" or Indrrecth empioyed b\ am of them. or b\ am.. one ior whose ac" an" of them may be Ioable' .1 claIms under worker,' or \Hl'~men's compensa- tion. disability benellt and other srmilar emplo\'ee benef,t dcb. .2 cia Ims for damages because oi bodily inJury. occu. r.i:J()nal Slcknes- or drse,l'e l1l death oi the Cor.- tractors employees. .3 claims for damages becallse oi bodily InJurv, sick- ness or disease. or death oi am person olher than the Contractor- emplll\ee- .4 claim, for damages ,",ured b, usual personal In- Iur\ Ioabllttv co\eragc \\hlc" ar{' <ustJlned 1 0\ .1m' person as a re~lI:1 01 an Ol1en'l' d,rl.'lth ur ,ndllecth related 10 IhC' emplo\ment or ..uch per- <,In b\ the Contractor III 2 b\ Jm olhC" l'C'r<on. .5 clJlm, for dJmages. other thdn to the \\or" Itsell because of Injury to or dl'-I'uctlon or tJn~lblC' properl\ includin~ los, o! U-l' re<ultln!: therelrom .md .6 (IJims lor d.1md~l" hetJ"'l' (II h"dlh InJur\ Of death of am pNson or proper!\ ddmJge arl,ln!!, out of the 0\\ ncr,h,p m,',:n:en.lnu' or u-e 01 .1m motor vehicle 11.1.2 The insurance reqUired bl )~lbp,Ha~'dph 111.1 shall be written for not Ie" tb.an In, Iomlt~ 01 k1billly specJiled in the Contract Document- or requlIed b\ 1.1\\. wh,che\er is greater. 11.1.3 The insurance reqUired b\ Subp.Hagraph 11.1.1 shall ,"clud'" contraclual l1ablllt\ ,n,urclnce appl:cab'e 10 the Contractor- obi:~a!'on, under P.Ha~raph -l18 11.1.4 Certificates of Insurance accertJble to lhe O\\ner <hall be submitted It, Ihe ComtruCl:on .\1Jnal.>r lor Iran-- mittal to lhe Owner ;:HIOr to comm{'ncemenl 0: the \\'orl.. TbbC' Certificate- <~ .-." ccmta:n a r""o" :<'on that co. "'.lce- J'1UrCl,d under t~,(' pr.,:(!('" \\' ..... ;0' :'"t';CC...''i' ...: leat! th,r1\ da.., ""or "'.rllten "c't.ce h.l' been L:1\en to the Owner 11.2 OWNEI'S lIAIIUTl' INSUIANCI 11.2.1 The t>A'ner shall be respon..,hlc for purchUi"l elnd malOt.llOIOg Own~r's li.b,IIlY lO~l..rJnle ~nd, elt t' Owner's option m.l~ purcha~c and ma.ntolin inslHan~ lor protection a~inst c1alm~ \\ hlch m.J\ arrse tro~ operation- under the ControlCI 11.3 PROPERTY INSURANCE 11,3.1 Unless otherwIse pro\lded. the (h\ner sholll pur- chase and mcllntalO property IOsurance upon the ('ntire Work Jt thc "te to the full In,urJble \alue thereot Th" Insurance shall Inelude the IOleresl~ oi the O\\ner. t~ Construction J\\.1nager. the Contraclor. Subcontractors and Sub-subconlractor~ In lhl' Worl. Jnd sh.,1l insure .Igainst lhe perils of fire and extended CO\ er.lge .md ~hai Include "all risk" In.;urance for ph\ "eal 10<'; or dama~e IncludlnR. \\ ,thout duplicatIon oi coverage. theit. van- d.lllsm and mallciou5 mischief. Ii the Owner does no: Intend 10 purchJ,c 'lJeh InsurJnce ior the full In'l/l,lbir \alue 01 the entire Work. the O\\ner ,hall iniorm the Contractor In \\ nlln~ prior to rommencement 01 the \\ orl.. The Contractor mol\' th!'n C'l1eel In-urance \'. hil ~ \\ III protect the ,ntere,t_ or the ((lnlr.lrtllr the Conlr.1C' lor - Subconlr.1clor, .1nd the Suh'-lIlH onlr.Htor, I" :;..: Work. and b" Jpproprl.lle ChanL:e Orcll'r th{' C(ht there'o' ,h.lll be chJrged to the Owner. II the Conlr.lclor I, d.ur- aged b\ ladure or the Owner to purl hase or malntau-, 'urh In<uranc(' .1nd to '0 nOllh. the Conlr.lctor lhE'n the O\\nPr ,1'1..:'1 hl'.lr .d~ rC'.l-on.,h!t. ""I- p'''rer!\ allrobul." hie therelo. Ii not co\ered undc>r the all risk insuuncr or otherwi,l' pro\ided in thr Conlr.l!' ll"cllnwnl- II... Contractor ,hall eneet .1nd ma,nl.J;n "m.l.1f properl\ Ir sur.1nce on portions of the Work 5!orrd on thr <ite or ''In,it when such portiOfls of the \\'or~ .H<.' to hI> it ,Iucled '" .1n ~ppllC1llon ior 1'.1\ mC'nl undC'r SUbp.H." L:r.lph Q.3.2. 11.3.2 ThE' O\'.~('r ~h.l!1 purlh.I-.... .lnn m.1,nl.lln 'u('~ hoiler and m.1chln{'1\ In-w....,((> ." m.1\ h '("quII".! I. the Conlr.1(l Documrnt- or ~)\ I.,.... lh,- In'lIl.:nc(' ,h.' ,nclud.> the ,nle'~C'-t- ('II 'o.,C' O\\ner Ihr Con-lrLl(llOn \\ar. , .l~l'r 'h{' C<)~tr,'ctfH ~uhconlr.'rt",- .l''ld Sun-<ubcontr.1C- Illr- In thr \\ (H" 11.3.3 A..,\ 10-- in,ured under SUhr.1'.I~,.lph 11.3.1 1< t be adJu<\ecl 10. :th th{' 01'. ner .inn m.HI.. p,l\ablC' to Ir. 01\ ner ,1, l'u-tC'r f,,' :h(' 1r"-1I'C'c1. ,I. ,I.,.,.. Intercsls 01:,. ,lppl'.H. ,ubJect fu flit' INlulren1l'nl- 01 an\' applicab'f nHHt~.l"eC clau,1.' .1nd \')' )t:I>P.l:.IC:'.'l,h : ~ ~ R The' (0-. Ir,1( ','r ,hall pJ\ e,"lh ~uhc()n:r.lt "".' ,.': ,1,Jre oJ .1r.. ,r.,U:..r.lC' !,,\In,!. 'ccei\'ed b\ the Conlr.lllllf .lnd i)\ .'~- propllJI(' a~rl't'rT'1t'nl \\'rlllen \\here le~alh 1('(;.,ilL'd ! \al,dlt\'. <hall reqlnre each )ubeontrJctor to m,l~{, p., ml",1, tll thl'lr Sub. .,.;';(lntrdC!Or- '" ',mdar manner. 11.3.4 The O\\ner sh.i:i "'.' ., (";". d: ,III pollcie' \\itr the Contractor before ,-,"1 C\;'('-..'<'!t -. r"l.1\ occur. 11.3.5 II the Contractor reque~I' '" \"'llng thaI in,u', anee for rl,l.., other than those c... "bt'c :n Subpar". grclph- l' 31 Jnd 1132 or oth(" .peclal h,li,Hd, ~-:' ,"cluded ,n ~he r":opC'rll 1....I.;rJ~.. :": the O\\ro' ~ ~,: I I' i"',:n :: r -. :...('1. ...~, ~ to . '." thereOI ,rJ : ::JE' cn."I,cd to tr.: (, '0"".1(11." '1\ 3:>p"'rriJ:'- Ch.lnge Order. ,0.1-'1 DOCL~[...l ,0.201 eM. c;...[R'l (0--.' -. '.' ,)' ....' (-y",~C~ f,' '- .,....C':(... C()'~7r.',-::-TIO"'" '\.l,'''CE\'~'- ~c- "'iO' . i..': -~E E..... :'0"~ . AiA! . -: ~9:~ . "H~ \~.',i;' ,,-, .....".i~l-:[ or '~'-..,:tC:':- .-;: ~.:\', "'-lj;,:. ~.~ ..... ,', \\\'~~.,,,'~-C.,...... A201 01 - 1980 1E :.., ~ 11.3.6 The Owner and the Contractor waive all rights <1galnst \1,' each other and the Subcontractors, Sub-sub- contractors, agents and employees of each other, and (2) the .-'.rchitect. the Construction Manager and separate con- tractors, If any. and their ~ubcontractors, sub-subcontrac- tors, agents and employees. for damages caused by jlre or other penis to the extent cmered by Insuran(e obtained pur~uant to this Paragraph 11.3 or any other propert\' in- surance applicable to the Work. except such rights as the\ may have to the proceeds of such insurance held by the Owner as truqee. The foregoing waiver afforded the Archltec.!. the Construction Manager. their agents and employees shall not extend to the lIibiltty imposed by Subparagraph 4.18.3. The Owner or the Contractor. as appropnate, shall reqUire of the Architect. the Construc- tion Manager. separate contractors, Subcontractors and Sub-subcontractors by approprl.lte agreements. wntten .....here legally required for \alldlty, ~Imilar wal\ers each '" f.lvor of all other partie~ enumerated in this Sub- p.HJ~raph 11.3.6. 11.3.7 If required In \\ntlng by .Iny partv in interest, the 0\\ ner .I) trustee shJl1 upon the occurrence of an in- -ured lo<s, give bond jor the proper periormance of the O\\ner's duties. The Owner shall deposit in a separate account any money so received and shall distribute It In accordance With such agreement as the parties In Interest may reach. or In accordance With an award b\' arbitration In wh:ch case the procedure shall be as provided in Para- graph :-.9. If after such loss no other special agreement is made. replacement of damaged \\'ork shall be covered b\ an appropriate Change Order. 11.3.8 The Owner. as trustee. shall have power to adjust and settle any loss With the 100urers unless one of Ihe partl~S lO lOterest shall ob,ect. In \\fitlng within fi\'e days after the occurrence of loss, to the Owner's exercise of thiS power. and if such objection be made. arbitrators shall be chosen as prOVided in Paragraph i.9. The O\\ner as trustee shall. in that case. make settlement with the Insurers In accordance w I!h the directions of suC'h arbi- trator; If distribution "1f the insurance proceeds by arbi- tration is required. the arbitrators \\ill direct such di<. tnbut,on 11.3.9 If the O\\ner jlnds It neceSS,HY to occupy or u)e a portion or portions oj the \\ ork prior to Substantial Completion thereof. such occu(:'Jncy shall not commence pnor to a lime mutually agreed to by the 0\\ ner and the Contractor and to which the In;urance compa", or com- p4lnleS providing the propert\' ,nsurance have consented by endorsement to the pollc\' or policies. ThiS insur4lnce shall not be canceled pr lap<ed on account of such partial occupancy. Consent of the Contractor ancr of the insur- ance company or companies to such occupancy or use shall not be unreasonablv witrhefd 11.4 LOSS OF USE '-';SURANCE 11.4.1 The Owner. at the Owners option. may purchase and maintain Insurance f<,r protection a~ainst loss of u<e of the O\\ner's propert\ due to fire or other hazard<. howe\er cau<ed The O\\ner \\dOeS all m-:ht- of action ag,; rl,t the Contractor ior 10-- c.t u<e of the Owner'~ prc.pert\. including consequential losses due to fire or other hazards hov.e\er caused. to the extent co\ered b\. I nsu r J nce under thiS Paragraph 114. ARnell 12 CHANGES IN THE WORK 12.1 CHANGE OIDEU 12.1.1 A Change Order is a wntten order to the Con- tractor ;I~ned to sho\\ the recommendation oj the Con- qructlon .\\anager. the approval of the Architect and the authOrization ot the 0\\ nero ,~)ued after execution of the Contract, authoflzing ~ ch~nge in the Work or an adjust- ment in the Contract Sum or the Contract Time. The Contract Sum and the Contract Time may be ch~nged only by Change Order. A Change Order signed by the Contractor indicates the Contractor's agreement there- With. including the ad,ustment in the Contract Sum or the Contract Time. 12.1.2 The 0\\ nero without iO\alrdating the Contract, may order chJnges In the Work Within the general scope oj the Contract conSlstlOg oj additions, deletions or other reVISlon-. the Contract Sum and the Contract Time being .Jd,usted according" .~II <'Jch changes In the 'oVor\.; shall be .llllhofl/ed bv Change Order. and shJlI be performed under the applicable condltron) oj the Contract Docu- men\). 12.1.3 The co,t or credit ~l) the O\\ner resulting from a change 10 the Work shall be determined iO one or more oi the following wa~ s: .1 by mutual acceptance oj a lump sum properl\ Itemized and support~d b\ suMlcient substantiating data to permit e\afuat:on. .2 b\ unit price; ,;tated In the Conlract Documents or )ubsequently agreed upon; ,3 by cost to be determined In a manner agreed upon by the partres and .J mutually aGceptable fixed or percentage fee; or .4 by the method provided in Subparagraph 12.1.4. 12.1.4 If none of the methods set forth in Clauses 12.1.3.1,12.1.3.2 or 12.1.3.3 IS agreed upon, the Contrac- tor. provided a \\ f111en order Signed by the Owner IS re- cel\ed, shall prompt" proceed \\ ith the Work involved. The cost of such'\\ork shall then be determined by the Architect. after consultation with the Construction Man- ager. on the baSIS oi the reasonable expenditures and sa\ Ings 01 tho,e periormmg the Work altflbutJble to the change. IncludiOg. in the case oj an increase in the Con- tract Sum, a reasonable .1110\\ ance for 0\ erhead and pw~ l. In such case and also under Clauses 12.1.3.3 and 12.1 3.4 above. the Contractor shall keep and present, ir such form as the 0\\ nero the Archilect or the Construc- lion Manager m.1\ pre;(rlbe. an itemized accounting to- gether \\ ,th approp'lale supporting data for inclusion in a Change Order L nless otherwise pro\lded In the Con- tract Documents. cost shall be limited to the foIlO\\ing: cost of matenals, iOcludirS <ale; tax and cost of delivery; cost of labor. IOcludlOg SOCial security, old age and unemployment insurJnce and jr:r~e benejits required b\ agreement or c\,;stom; \\'orkers' or \\orkmen's compensa- II(1n insurance b,'nd premium- rental \'alue of equip- ment and mol cr. '1er.. Jne the J::_~;!;.v'\,,1 costs of super. \ ,,,I(l'1 Jnd :,,,:,'c "t1,ce pe'<0nnc d,r('ell\ atlflbutable tC the chani<e Pend,n~ Tlnal determnJtlon oj cost to the Owner, payments nn account shall be made on tne A,. chltec!'- apprO\al 0: ,1 Pr0:ect Certlrl(Jte for Pay menl 19 A201/CM -1980 AlA DOCUME"T A201 CM' CE....' ~.l ((l':- .,.< C'f :Ill (l)....:~...(: f(';: (O'ST~LCTIO"" CO....STRUCTIO... MA......CE~'E"T EDITIO>'; . IL....E 1980 EoITIO>,; . AlAe. It 1980 . THE A~llRI(""" "<;';L TE Of "~(Hlll(l' '-1; ....E\\ YOR~ AVE .... \\ . "^SHI....CTO."I. 0 C 2tX)'1t- The amount of credit to be allowed by the Contractor to the Owner for any deletion or change which re~ult~ In a net decrease 1ft the Contrict Sum will be the olmount. 01 the aclual net cost as conilrmed bv the Architect after consultolllon '0\0 Ith the Cun~tructlon Manager \\ hen both additions and credits co\erln~ relJted Work or subst:~u- tlon~ are Ift\'olved In am one (holnge. the allowance lor o"'erhead and proilt shall be t'gured on the baSIS of the net increase, Ii any. With respect to that change. 12.1.5 If unit prices are stated ,n the Contract Docu- ments or subsequently agreed upon, and if the quantltle- originally contemplated are so ch.Jnged in a proposed Change Order that application oi the agreed unit prices to the quantities of Work proposed will cause substantial Inequity to the Owner or the Contractor. the applicable unit prices shall be equitably adjusted. 12.2 CONCEALED CONDITIONS 12.2.1 Should concealed conditions encountered in the performance of the Work below the suriace of the ground or should concealed or unkno\\ n conditions in an existing structure be at variance \\ Ith the conditions indicated by the Contrac1 Documenl~ or <hould unknown ph~'sical conditions belo.... the surface 01 the ground or <hould concealed or unknown conditions In an exist 109 struc- ture of an unusual nature, dlrierlng materially trom those ordinarilv encountered and flenerally recognized as in- herent In work of the characler pro\lded for In this Con- tracl. be encountered, the Contract Su~ shall be equita- bly adJustp.d b\ Change Order upon claim by ellher ~artv made Within twenty days aller the 1lrst ob..en ance ot the conditions. 12.3 CLAIMS FOR ADDITIONAL COST 12.3.1 If the Contractor Wishes to make a c1a,m ior an increase in the Cont~act Sum the Contractor shall fll\'e the Architect and the ConstructIOn Manager written no~ tlce thereof \\lthlO t....enl\' da\.. aiter the occurrence. ot the e\enl !=:\ ,n~ me to ~uch cJ~:m. ThiS notice shall be gl\ en by the Contractor before proceeding 10 ~xecute the Work. except in'an emergenC\ enddn~erlng lite or prop. erty in which case the Contractor shail proceed In ac- cordance With Paragraph 10.3 !\:o such claim shall be \'ilid unless so made Ii the O\\ner and Ihe Contractor cannot agree on the amount of Ihe adjustment to the Contract Sum. It shall be determined by the Arl h,tect after con<ultatlon ....llh the Con~lruc\lon Manager An\ change In the Contracl Sum re~ull,ng from such claim shall be' authOrized by Change Order. 12,3.2 If the Contractor c1alm~ that additional cost IS In. vohed because of, bul not limited to. 01 any \\rlllen in. terpretation pursuant to Subparagraph 2.311 '2 any 0'- der by the Ow ner to stop the Work pur-uant to Para. graph 3.3 where the Contractor was not at laull or ,H~. such order by the Con~lruct'(ln \Ianager a~ the 0,\ ner~ agent. (3) any.... rllten order tor a minor chan~e m the Work issued pursuant to Parj~'J;Jh 12~ or \4, tailure of payment by the O....ner pur~uant to Parag~aph 9.i. the Contractor shall make such claim a.. pro\'lded In Sub. para~raph 1231 12.4 MINOR CHANGES IN THE \\ OR" 12.4.1 The Architect .'. h,ne autf-or:t\ to order minor chan~e.. In the \\ork not ,moh''1g an ad;u-lrr('nt in the Contr.ct Sum or exten~lon ot the Contract Time and not Inconsistent with the Intent oi the Contr.!ct Documents. Such chang~ sh.II be effected b, written order iuue<' through the Construction Manager. .nd ~hall be binding on the 0" ner ."<1 the Contrallor. The Contractor shall cam out such.... nllen orders promptlv. ARTICLE 13 UNCOVERING AND CORREalON OF WORK 13.1 UNCOVERING OF WORK 13.1.1 Ii any portion of the Work should be covered contrar\' to the request oi the Arctlltect or the Construc- tion Manager, or to requirements specific.lly expressed in the Contract Documents. It must. Ii required in writing b~ either, be uncovered for their observation and shall be replaced at the Contractor's expen~. 13.1.2 Ii an\' other portion of the Work ha~ been co\'- ered .... hlch the Architect or the Construction Manager has not specifically requested to observe prior to its being covered. either mol\' request to see such Work and it ,hall be uncO\ered b) the Contractor. Ii such Work be f('lund In aClordance \"th the Contract Documents. the co,t 0: unco\erlng .md replacement shall. by appropriate Change Order. be charged to the O\\ner. Ii such Work be found nol in accordance With the (onlract Documents. the ContrdctOT shall pol\' such cost- unless it be found that thl" condition \\J~ cau~t'd by the Owner or a separatE contractor as provided in Article 6. in which event the 0\\ ner ~hall be respons,ble for Ir.e p.l\' ment of such co~t~ 13.2 CORRECTION OF WORK 13.2.1 The Contractor shall promptl\' correct all War; rejected b\ 'the Architect or the Comtruction ,,,"'anager a- deieCli\e or as iadlng to conform to the Contract Docu- ments whether obseT\ ed before or after Substanl 1.1 1 Com. plel'on ot lh(. ProJe<.t and whether or not iab'lu:ed. in. ,tailed or completed The (onlracll.r ~hJII be'ar all cost, ot co'.rectlng -u," relh :\'Ci Work mcludlng compensa. linn 10r the ~rcl~'lect, dnd Ihe Construction \'an,lger ~ addlllOn,ll <eT\ ,ces madE' nece~~ar\ thereb\. 13.2.2 II \\lth,n one \tJr .1ite' Ihe Date of Substantia' Complellun of 1"e PrCPt'ct 01 dt.-.g"'lJted portion thereof or Within one \ear aller a((('p:Jnce b\ the Owner 0' dt'-Ignated equipment. or \\ ,thlr. -.Jcn 10"'l;::er period O' lime as ma\' be presl "bed b\ la\\ ur b\ the t('rm~ 01 am applicable special \\arranh reqUITed b\ lh, ConI ran [)pe u ments. an\' of tht. \\or!. IS tound to b(' dl'lt'ctrve or nm In accordance With the Contract DO(umt'nl~. the Contra(lor shail correct It promptlv ,)ller recept of a \\Tillen notiCE from the O\\ner to do so unle,< the Owner has pre\i. ou," gl\en the Contractor a "rll:tn acceptance of such cor,:; lion Thl~ obli~atlon ~hall sur'. .e bO~h ilOal pa\mer' for lhe \\ <Jrk or de" ~nated porlton thereoj and te~mina' lion of the Contr"c! The Owner ~hall gl\e such notiCE !,'ompl'- 2i:er d,;c, .e~. . :1,(' cr..,dition. 13.2.3 The Contractor ~hajl remo.e from the sile oil portion- c' tl,e \\'ork \\hlch are de:ecli\€ C' noncon(orTT" ,n~ and \\ ncr. ha\e n0t been (("l"",cted ,,"'lder SLJ!:>~3r<. ~.Jrl--.. ..: S j 13: ~ :,-r. ;': 0\ the 0" nero 13.2.4 "the Con"3CI(I[' ,to.. ,-;,.,...,..""" \\'oric a< p"." .ded ,- " ....Ji\€C ..ct d.:-'",c:'\e or non S.Jbpc'.:~'2;::,h~ ~ 51 AI" DOCL'ME-..l A201 eM' CE'[;:' ~ - ',_~. (1:" ~(;)!_ ".:: ..~:)'::J. .1(1, ~~'i:. ::?:~:~~;~..,~.; CO"iRLC1IO'- ,'.....'''GE''_H'i EC' -',_-', . !L......~ ~=_ l_-' :0'-.: . A,j"~ _ I... _'.' ,",''\ERiC''--" "qllL if OF ,,,~'c~ .~fl '.. '-.., 't.',\ \- =.;, ,..', ~ .... \\ \\ ~~~ 'C1C" l ( _.n A201lCM - 1980 20 13~ 1 and 13.2.2, the Owner mJY correct It In accordance With Par.gr.ph 3.4. 13.2.5 If the Contractor doe~ not proce~ with the cor- rectIon of such defective or nonconforming Work within a rea~o"able lime ilxed by wntten notice from the Archi- tect I"wed through the Con~tructlon \\JnJger the O\\ner ma\ 'cmo\'e it and md~ store the mJtenal, or eqUipment at the el(peme of the Contractor. If the Contractor does not pav the cost of such removal and storage \\ Ithin ten da\ s thereafter, the Owner may, upon ten addllional d.~s' written notice, sell such Work at auction or at pri- vate sale and shall account for the net proceeds thereof. iiter deducting all the costs that should have been borne b,' the Contractor, Including compensation for the Archi. tects and the Construction Manager's additional sen.'ices made necessary thereby. If such proceeds of sale do not (0\ er all costs which the Contractor should have borne, the dlnerence shall be charged to the Contractor and an Jpproprlate Change Order ~h.lll be issued. If the payments then or thereafter due the ContraCtor are not ~urilcient to cmer ~uch amount, the Contr.lctor shall pay the dirier- ence to the Owner. 13.2.6 The Contractor shall bear the cost oi makrng good all work of the Owner or separate contractors de- strO\ed or damaged by such correction or remo\a!. 13.2.7 ~othrng contained rn th,~ Paragraph 13:! shall be construed to establ"h .1 perl()(j ,)1 IlmltJt,,..,n \\lth respect to an\ o!~er obligation which the Contractor might ha\e t;nder the Contract Documents. rncluding Paragraph 4.5 hereoi The establishment of the time periods noted rn Subparagraph 13.22. or such longer penod of time as may be prescribed by law or by the terms of any wJrranty requ'-ed b~ the ContraCI Documents. re:.1tes onl\ to the ~peClllC obligation oi the Contractor to currect the V\'ork. and r,a~ no relationship to the time \\ :hrn which the Con!'.1ctor, obligahon to comply with tbe ContrJct Doc- uments may be sought to be enforced. nor to the t,me w,thH" \\ h,ch proceedings m,l\ he commenced !o ('<tJn- I,..h tfle Contractors I,abdlt\ w 'h re,pect to the Contrac- tor's obligations other th,ln ~pecJilcalh ro correct the \\ork . 13.3 ACCEPTANCE OF DEFECTIVE OR NONCONFORMING "ORK 13.3.1 Ii the Owner prefers to accept dE'teC'l\e or non- conj, -mlng \\'ork. the O\\ner mav do so InsteJd oi requir- In" I:" remo\al and correct,on. In which (J'e a Chan~e O-de- \\ dI be is:iued to re;lect .1 re>ductlon ,n the ContrJ'ct '.;m '.\here appropriate anci eqUitable Such .1d,u<tment ,1'1.111 be ene>cted \\ helhc' (lC not LnJI p.l\ment hJ" been made' 14.1 U.l.1 u~d(" ARTiClE 14 TERMINATION OF THE CONTRACT TER.\II....UIO... 8Y THE CONTR-\CTOR If the \\or\.. I~ stopped for a pC"-r1 0; I" .:\ dJ\s an orde>r ot ,'-. (nllrt ,r oth('r publiC ,H;thnrit\ having jurisdiction, or as . result oi an act of government such as a decluation of i national emergency m.king materials unavailable, througn no act or f.ull oi the Con- tractor or a Subcontrictor or their agents or emplO'loHS or any other persons perlormlng anv of the \\ork under a contract \\ Ith the Contract.)r or . t lhe Work should be stopped ior a period oi thlrt~ da\s by the Contractor be- cause oi the ConstructIon \\anJger's. failure to recom. mend or the Architect's failure to issue a Project Certifi- CJte ior Payment is prOVIded in Paragraph 9.7 or because lhe Owner has not made pa~ menl thereon as provided in Paragraph 9.i, then the Contractor molY, upon seven addi- tional days' written notice to the Owner. the Architect and the Construction ,\\anager, terminate the Contract and recover irom the 0\\ ner pa\ ment for all Work executed and for Jny pro\ en loss sustained upon any materials, equipment, tools, construct,on equipment and machinery, Includin~ reasonable proilt .1nd ddmages. 14.2 TERMINATION BY THE OWNER 14.2.1 Ii the Conlractor IS adjudged a bankrupt, or mJ"es a generJI Js,lgnment tor lhe benei,t 0; creditors. or Ii a recel\er IS apPOinted on Jccount of the Contrac- tor:> InsolvenC\ or It the Contractor perSistently or re- peJted" retuse~ or iads. e\cept In case" ior \\ hich exten- sion oi lime is provided. to supply enough propt;~I) skilled workers or proper matenals, or fails to make prompt pa\ ment to Subcontractors or for materials or labor, or persistently dlsregdrds laws, ordinances, rules. regulations or orders or Jm public authority having juris- tlon. or othem Ise IS gudh or .1 :iubstantial \iolatlon oi a pro\ ISlon oj the Contr.1ct Documents. and fails within ,even dJv' .liter receipt 01 \\ Tltten notice to commence .Ind continue correction oi "Jch default. neglect or viola- I,on With diligence ,lnd promptness. the Owner, upon certiiicatlon bv the Architect after comultal.on with the Con,tructlon .\\Jnage>r that >urilclent cause e\lsts to justi;\ 'uch action, ma\. ~rter seven dd\s following receipt b\ Ihe ContrJctor 01 .1n Jdditlc~nJI \\ rllten notice and \\Ilh- out preJudice> to an\ other remed, the 0\\ ner mJ\ ha\ f' terminate the emplo\ men! oi the Contractor and take possession 0; the Slt(' ,md ('It Jil mateTlals. equipment. tools construction equ'pment Jnd machlnerv thereon n\\ ned b\ the Cont-.lcIOr and mJ\ ilnlsh the \Vork b\ whJtever method, t":e O\\ner ma\ deem expedient. In 'lith (,he the Contractor ,hall not be entitled to recel\e ,Inv iurther pa\ment until t~e \\'or" is ilni<ohed 14.2.2 11 the unpJld bal.1"ce or the Contract Sum ex- (eed, the co,t, oi l;~,<h,n~ the WQrk. Including compe!'1- SJtlon for the Arch,tect'~ Jnd the (onqructlon '\\anager', ,1ddlllon,11 seT\ Ice, m,lde> ne(e"'.lT\ thereb\, such exce~, ,h.lll be paid to the Contr.1ctor I; <ouch cost, e>\ceed the unp.llcI b.llance> the> (ont'Jcl()r ..hJII pJ\' the difference to the 0\\ n('r The J~~,'u:-: I,) I". pJ,d to the> Contracto- or to th,' 0\\ ner ,1" the CJ,e m.l\ be. "hJII be cert,i,ed b\ the Arch,tecl t,;>=,n~ .':':":(,,:0"1 In the manner pro.ded In P.1I,l:':'-1ph ,..; ,l~<i tb,,, "h' ~.:'I("'" ; 'r pJ\ m,,-' ..hJ:: '"Ur\I\C !~C' !f"r"';n~t~l-'''' liT .;""'. ("11~tr,)ct. 21 A201/CM - 1980 4.1" DOCUME"'T 4.201 CM' !.".":' '.' .... '." >" '. ......, f, ,. .'.... ',-:7;C', CO...ST~,-CT'O" \'...."..C[\\['-T [Cl~TIC1" . ..'" ;930" EDIT;;::" . ..I....' . -: 70:- , THE \,\1ERI( \'. ,,' 'Lil ()f -'I.:<..t~l'l{;'" +:-, ,~\\ ,()~... "'\"r .....\\ \\.''''Il:' .\.)' :'C :Y{'-: .'- . . .,~_. ... 'J ....-... .., ....,'.... MONROE COUNTY SUPPLEMENTARY GENERAL CONDITIONS Information contained in this Supplementary Conditions amends, supplements or clarifies the "General Conditions of the Contract for Construction, Construction Management Edition, AlA Document A201/CM dated June 1980 Edition. In cases of conflict between the General Conditions and these Supplementary Conditions, wording of this Section shall govern. ARTICLE 1 1. Subparagraph 1.1.3 - third line-after the word "construction," delete the remaining words and insert the following: "and all supplies, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities, services, and incidentals necessary for the proper execution and completion of such construction: except as expressly noted in the Scope of Work or the, General Requirements of the Contract." 2. Subparagraph 1.2.1 - delete in its entirety. 3. Subparagraph 1.2.3 - after the last word "meanings" in the paragraph add the following sentence: "In case of discrepancy or disagreement in documents, specifications, and/or drawings, PRECEDENCE shall be: the contract the ORDER OF Contract Agreement The addenda as issued The Supplementary General Conditions General Conditions The General Requirements The Technical Specifications The Drawings (Large scale detail drawings take precedence over smaller scale general drawings). OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 1 ~ 4. Add new subparagraph 1.2.5 as follows: "Where on any of the dz:awings a portion of the Work is drawn out and the remainder is indicated in outline, the parts drawn out shall also apply to all other like portions of the Work." 5. Add new subparagraph 1.3.2 as follows: "Unless otherwise provided in the Contract Documents, the Trade Contractor will be furnished, free of charge, all copies of Drawings and Specifications reasonably necessary for the execution of the Work." ARTICLE 2 1. Subparagraph 2.2.1 - after the word "representative", add: "The Construction Manager is not the General Contractor and, unless otherwise expressly provided in the Contract Documents, does not asssume any of the traditional duties of a General Contractor. The term Construction Manager means the Construction Manager acting through his authorized representative." 2. Subparagraph 2.3.4 first sentence after the word "Architect," add "along with the Construction Manager." 3. Subparagraph 2.3.7 - after the word "properly," add: , , "It is the intent of the Contract Documents to allow the Construction Manager to direct and schedule the performance of all Work and the contractors are expected to follow all such directions and schedule." Should a contractor, either in person or through his subcontractor, supplier, or vendor, fail to maintain progress according to the Project Schedule and approved Contractor's Schedule, or cause delay to another Contractor: he shall furnish additional labor and/or services such as overtime as may be necessary to bring his operations UP to schedule, all at no additional cost to the Owner." 4. Subparagraph 2.3.15 - delete in its entirety. 5. Subparagraph 2.3.18 - delete the word "reasonable" in the sixth (6th) line. After the word "promptness", add "consistent with the constraints of the project schedule so OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 2 as to cause no delay." 6. Subparagraph Construction substitute, Manager." 2.3.21 - first line - delete the words "the Manager will assist the Architect", and "The Architect will assist the Construction 7. Subparagraph 2.3.23 - delete the phrase "against whom the Contractor makes no reasonable objection and." Also, delete the last sentence in the subparagraph in its entirety. ARTICLB 3 1. Subparagraph 3.4.1 - substitute three (3) days notice in each case for the seven (7) day notices stipulated. 2. Subparagraph 3.2.1 - delete in its entirety. ARTICLB .. 1. Subparagraph 4.1.1 - delete in its entirety and insert the following: I "The Contractor is the same person or entity identified as the Trade Contractor. A Trade Contractor is the person or entity identified as such in the Agreement between the Owner or Construction Manager and a Trade Contractor. The term Trade Contractor includes one who furnishes material worked to a special design but does not include one who furnishes material not so worked and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Trade Contractor means the Trade Contractor or his authorized representative." 2. Add new subparagraph 4.4.3 as follows: liThe Contractor is responsible for the conduct of his employees at all times. Misconduct, destruction of property, unsafe practices, or violation of any Federal or state regulations including abuse of alcohol or drugs, will be cause for permanent dismissal from the project. If any Contractor employee is determined to be detrimental to the Project, as deemed by the Construction Manager, the Contractor wil remove and/or replace the employee at the request of the Construction Manager. Employees dismissed from the project will be OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 3 transported from the jobsite at the Contractor's expense." 3. Add new subparagraph 4.4.4 as follows: "The Trade Contractor shall be totally responsible for the security of his work, materials, equipment, supplies, tools, machinery, and construction equipment." 4. Add new subparagraph 4.4.5 as follows: "The Trade contractor shall be responsible for complete, timely and accurate field measurements as necessary for proper coordination, fabrication and installation of his materials and equipment. The Trade Contractor agrees to cooperate with the Construction Manager, if required, to accommodate any discovered variations or deviations from the Drawings and specifications so that the progress of the Work is not adversely affected." . 5. subparagraph 4.9.1 - add the following sentence: "The superintendent shall be satisfactory to the Construction Manager and shall not be changed except with the consent of the construction Manager, unless the superintendent proves to be unsatisfactory to the Trade contractor or ceases to be in his employ." 6. subparagraph 4.10.1 - add the following sentence: "This schedule, to be submitted within three (3) days after 'contract Award, shall indicate the dates for the starting and completion of the various stages of construction, shall be revised as required by the conditions of the Work, and shall be subject to the Construction Manager's approval." 7. Add new subparagraph 4.10.2: "The Construction Manager will conduct a weekly scheduling meeting which the contractor shall attend. At this meeting, the parties can discuss jointly such matters as progress, scheduling, and problems." 8. Add new subparagraph 4.12.9: "If materials specified in the Contract Documents are not available on the present market, the Trade Contractor may submit data on substitute materials through the Construction OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 4 Manager to the Architect/Engineer for approval by the Owner." 9. subparagraph 4.14.1 - add at line 3 after "properly": "He shall also provide protection of existing work as required." 10. Subparagraph 4.14.2 - at end of paragraph, add: "When structural members are involved, the written the Architect/Engineer shall also be required. Contractor shall not unreasonably withhold Construction Manager or any separate contractor to cutting or otherwise altering the Work." , consent of The Trade from the his consent 11. Add new subparagraph 4.14.3: "The Trade Contractor shall arrange for any blockouts, cutouts, or opening required for the installation of his materials and equipment and the execution of his work, whether or not shown or indicated on the Drawings. The Trade Contractor shall be further responsible for sealing and/or finishing, in an acceptable fashion and meeting any appl icable . code requirements, any such blockout, cutout opening, or other hole in any fire-rated floor, ceiling, wall, secur~ty wall, or any other finished surface". 12. Subparagraph 4.15.1 - at end of paragraph, add: "Clean up shall be performed to the satisfaction of the Owner or Construction Manager." 13. Add new subparagraph 4.16.2: "The Trade Contractor shall promptly return telephone calls or respond to any other form of communication initiated by the Construction Manager. Failure to promptly do so shall be considered a lack of performance on the part of the Trade Contractor, and may be considered grounds for replacement of site personnel." 14. Add new Subparagraph 4.16.3: "All written correspondence to the Construction Manager shall be serialized, dated, and signed by an authorized representative of the Trade Contractor. The correspondence shall be directed to: OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 5 Morrison-KnUdsen/Gerrits P.O. Box 5283 Key West, Florida 33040 Attn: Doug Fuller or hand delivered to Morrison-Knudsen/Gerrits' office located at 5090 Junior College Road, stock Island, Florida 33040. serialization procedures will be provided to the Trade Contractor in the pre-construction meeting." ARTICLB 5 1. subparagraph 5.2.3 - delete in its entirety and insert the following: "If the Owner or Construction Manager refuses to accept any person or entity on a list submitted by the Trade Contractor in response to the requirements of the Contract Documents, the Trade Contractor shall submit an acceptable substitute; however, no increase in the Contract Sum shall be allowed for any such substitution." . ARTICLE 6 1. subparagraph 6.2.5 - sixth line, after the word "initiates," delete the words "an arbitration proceeding" and substitute "a claim;" thirteenth line, after the words "and court or," delete the word "arbitration" and substitute "claim." ARTICLB 7 1. subparagraph 7.1.1 - delete in its entirety and insert the following: "The contract shall be governed by the laws of the state of Florida. Venue for any claims or disputes arising under this contract shall be in the Circuit Court of the 16th Judicial circuit of the State of Florida." OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 6 2. Subparagraph 7.2.1 - delete in its entirety and insert the following: "The Owner or Construction Manager (as the case may be) and the Trade Contractor each binds himself, his partners, successors, assigns, and legal representatives of such other party in respect to all covenants, agreements, and obligations contained in the Contract Documents. Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other." 3. Add new Subparagraph 7.2.2: "The Trade Contractor shall not assign any monies due or to become due under this Contract without prior written consent of the Owner or Construction Manager." 4. Subparagraph 7.8.1 - delete in its entirety. 5. Paragraph 7.9 'Arbitration' and all associated subparagraphs 7.9.1, 7.9.2, , 7.9.3 - delete in their entirety. ARTICLE 8 1. Subparagraph 8.3.1 - delete in its entirety and insert the following: "If the Trade Contractor is delayed, at any time, in the progress of the Work, by any act or neglect of the Owner, Construction Manager, or the Architect/Engineer, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by fire, unusual delay in transportation, adverse weather conditions not reasonably anticipatable, unavoidable casualties or any causes beyond the Trade Contractor t s control, or by delay authorized by the Owner, Construction Manager, or by any other cause which the Construction Manager determines may justify the delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Construction Manager may determine." 2. Subparagraph 8.3.2 - replace the remainder of the Paragraph after the word "waived" in line 4 with the following: "Any claim for extension of time'shall state the cause of the OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 7 ;:~~_1 delay and the number of days of extension requested. If the cause of the delay is continuing, only one claim is necessary, but the Trade Contractor shall report the termination of the cause for the delay within twenty (20) days after such termination: otherwise, any claim for extension of time based upon that cause shall be waived." 3. Subparagraph 8.3.4 - delete in its entirety and insert the following: "It shall be recognized by the Trade Contractor that he may reasonably anticipate that as the job progresses, the Construction Manager will be making changes in, and updating Construction Schedules. No claim for an increase in the Contract Sum for either acceleration or delay will be allowed for extensions of time pursuant to this Paragraph 8.3 or for other changes in the Construction Schedules which are of the type ordinarily experienced in projects of similar size and complexity." 4. Add new subparagraph 8.3.5: "If the Project is delayed as a result of the Trade Contractor's refusal or failure to begin the Work on the date of commencement as defined in paragraph 8.1.2, or his refusal or failure to carry the Work forward expeditiously with adequate forces, the Trade Contractor causing the delay shall be liable, but not limited to, delay claims from other Trade Contractors which are affected. Provided, however, that such refusal or failure is not the result of a justifiable delay as defined in Subparagraph 8.3.1." ' 5. Add new subparagraph 8.3.6: "In addition to impact costs as defined in Subparagraph 8.3.5, the Trade Contractor shall bE: liable to the Owner for any other damages sustained as a result of the Trade Contractor's refusal or failure to perform the Work, provided, however, that such refusal or failure is not the result of a justifiable delay as defined in Subparagraph 8.3.1." ARTICLE 9 1. Subparagraph 9.3.3 - add at line 14 after the word "person": "All Trade Subcontractors and 'Trade Subsubcontractors shall OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 8 execute an agreement stating that title will so pass, upon their receipt of payment from the Trade Contractor." 2. Subparagraph 9.5.1 - add: "From the total of the amount determined to be payable on a progress payment, 10 percent of such total amount will be deducted and retained by the Owner until final payment is made. The balance (90 percentj of the amount payable, less all previous payments, shall be certified for payment. When not less than 95 percent of the work has been completed, the owner may, at his/her discretion (and with the consent of the surety), prepare an estimate from which will be retained an amount not less than twice the contract value or estimated cost, (whichever is greater), of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the Contractor. It is understood and agreed that the Contractor shall not be enti tled to demand or receive progress payment based on quanti ties of work in excess of those provided in the proposal or covered by approved change orders, except when such excess quanti ties have been determined by the Construction Manager to be a part of the final quantity for the item of work in question. No progress payment shall bind the Owner to the acceptance of any materials or work in place, as to quality or quantity. All progress payments are subject to correction at the time of final payments. 3. Add new subparagraph 9.5.6: "All material and work covered by partial payments made shall thereupon become the sole property of the O~er, and by this provision shall not be construed as relieving the Trade Contractor from the sole responsibility for the materials and work upon which payments have been made or the restoration for any damaged material, or as a waiver to the right of the Owner or Construction Manager to require the fulfillment of all the terms of the Contract." 4. Add new subparagraph 9.5.7: "Except in case of bona fide disputes r or where the Trade Contractor has some other justifiable reason for delay, the OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805- 9 '~' 13$~ Trade Contractor shall pay for all transportation and utility services not later than the end of the calendar month following that in which services are rendered and for all materials, tools, and other expendable equipment which are delivered at the site of the Project. The Trade Contractor shall pay, to each of his Trade Subcontractors, not later than the end of the calendar month in which each payment is made to the Trade Contractor, the representative amount allowed the Trade Contractor on account of the work performed by his Trade Subcontractor interest therein. The Trade Contractor shall, by an appropriate agreement with each Trade Subcontractor, also require each Trade Subcontractor to make payments to his suppliers and Trade Subsubcontractors in a similar manner." 5. subparagraph 9.6.1 - delete in its entirety and insert the following: "The Construction Manager/Architect may decline to approve an Application for payment if, in his opinion, the application is not adequately supported. If the Trade Contractor and Construction Manager cannot agree on a revised amount, the , Construction Manager shall process the Application for the amount he deems appropriate. The Construction Manager may also decline to approve any Applications for Payment or, because - of subsequently discovered evidence or subsequent inspections, he may nullify, in whole or part, any approval previously made to such extent as JIlay be necessary in his opinion because of: (1) defective work not remedied: (2) third party claims filed or reasonable evidence indicating probable filing of such claim~: (3) failure of the Trade contractor to make payments properly to'Trade Subcontractors or for labor, materials, or equipment: (4) reasonable evidence that the work cannot be completed for the unpaid balance of the Contract Sum: (5) damage to the Construction Manager, the Owner, or another contractor working at the proj ect : (6) reasonable evidence that the Work will not be completed within the contract time: (7) persistent failure to carry out the Work in accordance with the Contract Documents. 9.6.1.1 No payment shall be made to the Trade Contractor until certificates of insurance or other evidence of compliance by the Trade Contractor, within all the requirements of Article 12, have been filed with the Owner and Construction Manager. Further, no payments on the basis of work performed by a Trade Subcontractor shall be paid until copies of all bonds required by Paragraph 7.5 and any certificates of insurance required OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805-10 of the Trade Subcontractors under Article 12 have been filed with the Owner." 6. Subparagraph 9.7 ~ delete in its entirety. ARTICLB 11 1. Add new subparagraph 11.1.2.1: The following coverages are required to be maintained by all Trade Contractors and subcontractors in any tier throughout the entire length of the contract and any extensions thereof. 1. Premises and Operation Liability Insurance: Commercial General Liability Insurance shall be obtained in amounts of not less than $1,000,000 each occurrence. coverage shall specifically include: a. Bodily injury and property damage liability coverage for premises and operations. b. Products and completed operations. c. Independent contractor's exposures. d. Property damage resulting from explosion, collapse, or underground (x,c,u) exposures. e. Blanket contractual contract. liability covering this f. Personal injury liability. g. Broad form property damage liability. 2. Automobile Liability Insurance: Comprehensive automobile liability insurance shall include coverage for bodily injury and property damage liability for a minimum limit of $1,000,000 each occurrence and shall cover use of owned, non-owned, and hired vehicles, and include employers' non-ownership liability coverage. OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805-11 ..c~., ......;,.." 3. Workers Compensation and Employers Liability Insurance: statutory Workers' Compensation coverage including Employers Liability coverage with limits of not less than $100,000 per person per accident and $500,000 per person per occurrence for disease. Coverage shall be provided to cover operations in the state of Florida and the Voluntary compensation endorsemer.t shall be provided. Coverage for deferally enacted benefits shall be provided where applicable. All insurance policies are required in the name of Monroe County Board of County Commissioners and Morrison- Knudsen/Gerri ts as Additional Named Insured and provide a minimum of sixty (60) days notice in the event of termination, non-renewal or reduction in coverage. Policy language shall be modified to provide liability coverage for Cross Liability Suits' between insureds without increasing the total policy limits. Monroe County reserves the right to require additional insurance as may be deemed necessary for any specific project or work. Insurers providing coverage(s) must be financially stable and authorized to do business in the state of Florida. The Monroe . County Board of County Commissioners reserves the right to reject any insurer that it believes to be unacceptable. Failure to maintain required insurance coverage in effect will provide Monroe County, Florida with the option of terminating the contract upon written notice to the Construction Manager. Certificates expiring during the term of the contract shall be replaced with new certificates prior to the expiration of the original certificates. complete and certified copies of all insurance contracts shall be furnished to The Monroe County Board of County Commissioners if requested. ARTICLE 12 1. subparagraph 12.1.4 - replace the remainder of the paragraph, after the word "change" in line 25, with the following: "Pending final determination of cost, payments on account shall be made as determined by the Construction Manager. The OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805-12 amount of credit to be allowed by the Trade Contractor for any deletion or change, which results in a net decrease in the Contract Sum, will be the amount of the actual net cost as confirmed by the Construction Manager. When both' additions and credits covering related Work or substitutions are involved in anyone change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change." 2. Add new subparagraph 12.1.6: "The actual cost of Changes in the Work may include all items of labor or material, power tools, and equipment actually used, utilities, pro rata charges for foreman, and all payroll charges such as Public Liability and Workman's Compensation Insurance. No percentage for overhead and profit shall be allowed on items of Social Security and Sales Tax. If deductions are ordered, the credit shall be the net cost. Items considered as overhead shall include insurance other than that mentioned above, bond or bonds, superintendent, timekeeper, clerks, watchmen, use of small tools, incidental job costs, and general office expenses. The actual cost of Changes in the Work (other than those covered by unit prices set forth in the Contract Documents) shall be computed as follows: 12.1.6.1 If the Trade Contractor performs the actual Work, the percentage mark-up for overhead and profit shall be, a maximum addition of fifteen percent (15%). 12.1.6.2 If the Trade Subcontractor performs the actual Work, the percentage mark-up for overhead and profit shall be a maximum addition of fifteen percent (15%). If the Trade Contractor does not enter into the Work, the maximum mark up for managing this work will be ten percent (10%). 12.1.6.3 I f the Trade Subcontractor performs part of the actual work, his percentage mark-up' for overhead and profit shall be a maximum addition of fifteen percent (15%) on his direct work only. If the Trade Contractor performs part of the actual work, his percentage mark- up for overhead and profit shall be a maximum addition of fifteen percent (15%) on his direct work only. OS/21/91 SUPPLEMENTARY GENERAL CONDITIONS 00805-13 3. Add new subparagraph 12.1.7: "The Trade Contractor shall furnish to the OWner through the Construction Manager, an itemized breakdown of the quantities and prices used in computing the value of any change that might be ordered." 4. Subparagraph 12.3.1 - delete in its entirety and insert the following: "If the Trade Contractor claims that any instructions given to him by the Construction Manager, by drawings or otherwise, involve extra work not covered by the Contract, he shall give the Construction Manager written notice thereof within three (3) days after the receipt of such instructions and before proceeding to execute the work, except in emergencies endangering life or property, in which case the Trade Contractor shall proceed in accordance with Paragraph 10.3." Should it not be clear to the Trade Contractor that a change I will involve extra work, written notice given within three (3) days that the change may involve extra work will be sufficient notice. If it is later determined that the work involved in such instruction shall be recognized as an extra, the amounts of additional compensation to be paid therefore should be determined in accordance with Paragraph 13.1. Except as otherwise specifically provided, no claim for additional cost shall be allowed unless the notice specified by this Subparagraph is given by the Trade Contractor or unless such work is performed as provided in Subparagraph 12;1.4. 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" ..: CONTRACTOR'S .NFIDA VIT OF PAYMENT OF DEBTS AND CLAIMS AlA Document C706 OWNER AIlOtmcT CONTRACTOR SURETY OTHEl 1. ~-... ... .....A 1 , TO (Owner) r L PROJECT : (name, address) ARCHITECT'S PROJECT NO: -, CONTRACT FOR: --1 CONTRACT DATE: State of: County of: The undersigned. pursuant to Article 9 of the General Conditions of the Contract for Construction, AlA Document A201, hereby certifies that, except as listed below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and claims against Ihe Contractor for damages arising in any manner in connection with the performance of the Conlrilct referenced above for which the Owner or his property might in any way be held responsible. EXCEPTIONS: (If none, write "None", If required by the Owner, the Contractor shall furnish bond satisfactory to the 0\\ ner for each exception.) SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Consent of Surety to Final Payment. Whenever Surety is involved, Consent of Surety is required. AlA DOCUMENT G707, CONSENT OF SURETY, may be used for this purpose. Indicate attachment: (yes ) (no ). The following supporting documents should be at- tached hereto if required by the Owner: ,. Contractor's Release Or Waiver of Liens, condi- tional upon receipt of final payment. 2. Separate Releases or Waivers of Liens from Sub- contractors and material and equipment sup- pliers, to the extent required by the Owner, ac. companied by a list thereof. 3. Contractor's Affidavit of Release of Liens (AlA DOCUMENT G706Al. CONTRACTOR: Address: BY: Subscribed and s\\orn 10 before me thiS day of 19 Notary Public: My Commission Expires: "'''' DOCUME'IT G706 . rn,TR.6,CTOR'S ArrIO...VIT OF PAY"-\E"-.T Of DEBTS ."'0 ClAI\\S . An: L lQ-O [OITlO,," . r,. .. "'':'''' A,'f .,:'. \", c'.; . -....-~. .......,~ -, -,'-; 0"-.[ : - :: CONTRACTOR'S AffiDAVIT OF RELEASE OF UENS ~/~ DOCUMENT G706A OWNll AItCHlnCr - CONTlACTOI SUUTY _.... OTHER a .. ..- TO (Owner) I ARCHITECT'S PROJECT NO: -, CONTRACT FOR: L ~ CONTRACT DATE: PROJECT: (name, address) State of: County of: The undersigned, pursuant to Article 9 of the General Conditions of the Contracl for Construction, AlA Documffit A201, hereby certifies that to the best of his knowledge, information and belief, except as listed below, the Relea~ or Waivers of lien allached hereto include the Contractor, all Subcontractors, all suppliers of materials and equip- ment, and all performers of Work. labor or services who have or may have liens against any property of the Ow~r arising in any manner out of the performance of the Contract referenced above. EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each exception.) SUPPORTING DOCUMENTS ATTACHED HERETO: 1. Contractor's Release or Waiver of liens, condi. tional upon receipt of final payment. 2. Separate Releases or Waivers of liens from Sub. contractors and material and equipment sup. pliers, to the extent required by the Owner, ac- companied by a list thereof. CONTRACTOR: Address' BY: Subscribed Jnd s\\ o'~ to before me thiS day of 19 Notary Public: My Commission Expires: AI" DOCL'\IE"'T r'r~-\ . CO"TRA,(10R 5 A,ffIDA,VI1 OF RElEASE OF lIf"~ . APRil 1970 fOITlO-'; . Al"'~ n"EP'- ~ONSENT OF ~RETY COMPANY TO ANAL PAYMENT AlA DOCUMENT C107 OWNEI AROfmCT CONTlACTOI SURETY OTHER B 8 ,r~ PROJECT: (name, addrC!Ss) TO (Owner) I I ARCHITECT'S PROJECT NO: CONTRACT FOR: L CONTRACTOR: .J CONTRACT DATE: In accordance with the provisions of the Contract between the Owner and the Contractor as Indicated.. above the (he,r inW'rl n,nw .nd ,ddrru 01 Surrty Comp,n.,.) , SURETY COMP.~.~Y, on bond of Ih." Ins.'1 n,m. ,nd ,dd,ru of (on".<lorl . CO~TRAC-OR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor sha not relieve the Surety Company of any of its obligations to lh.r. ,ns." n.m. .nd .ddr." 01 Q",nN: . O\','-ER, as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of 19 Surety Company Signature of Authorized Representative Attest: (Seal) : Title NOTE: This form is to be used as , comp,nion document to AI." DOCUMENT Gi06. CO....TRACTORS AFFID..VIT OF F'.'\~E"T OF D[BT~ "D CLAIMS, Current EdItion -~-,. ~.- ~ ..-.....'..'... ..~ .,-...... MONROE COUNTY CAPITAL IMPROVEMENTS PROGRAM PROJECT SAFETY AND HEALTH PLAN 1.1 REGULATIONS AND POLICIES 1.1.1 Every Trade Contractor and Trade Subcontractor employed on the Project shall comply with all applicable local, State, and Federal safety and health regulations and with Morrison-Knudsen Company, Inc. safety and health policies as described herein. 1.2 PROJECT SAFETY AND HEALTH REQUIREMENTS 1.2.1 It is recognized that it is good business and evidence of competent leadership to prevent the occurrence of incidents that lead to occupational injuries or illnesses. Safety and health requirements on this project include, but are not limited to, the following: I .1 In general, this accident prevention policy is based on a sincere desire to eliminate personal injuries, occupational illnesses, and equipment and property damage: and to protect the general public exposed to or associated with the work. .2 The importance of the safety of all workers on the project shall be recognized and accident prevention shall be an integral part of all operations. .3 Each Trade Contractor and Trade Subcontractor shall conduct work in a safe and practical manner in conformance with the OSHA Safety and Health Regulations and the latest edition of the Manual of Accident Prevention, Associated General Contractors of America. .4 Each Trade Contractor and Trade Subcontractor shall observe all applicable Federal, State, local and project laws and regulations pertaining to safety and health, pollution control, water supply, fire protection, sanitation facilities, waste disposal 02/11/91 PROJECT SAFETY AND HEALTH PLAN 00970-1 and other related items. .5 The Mandatory Safety and Health Rules shall be posted in a conspicuous location along with the OSHA and Emergency Phone Number posters. .6 A record of all occupational injuries and illnesses shall be maintained. Medical and lost time cases shall be properly recorded on the OSHA log, and reported to MORRISON-KNUDSEN/GERRITS. A copy of the insurance report for workmen compensation cases shall be provided to MORRISON-KNUDSEN/GERRITS. .7 Each Trade Contractor and Trade Subcontractor shall provide or arrange for adequate first aid facilities, emergency transportation and persons qualified in first aid. .8 Each Trade Contractor and Trade Subcontractor shall cooperate fully with all other contractors in their respective safety and health programs. .9 Good housekeeping shall be observed at all times. waste, debris, and garbage shall be removed daily or placed in appropriate waste containers. All materials, tools, and equipment shall be stored in a safe and orderly fashion. Each contractor shall donate 10% of their staff to a crew that will convene every Friday at 1: OOpm for a joint site clean-up effort not,to exceed a duration of three hours. ' .10 This project shall be a Hard Hat job and all superv1sors, employees and visitors shall be required to wear a suitable hard hat while on the project site. .11 Other appropriate personal protective equipment shall be provided and worn as required including but not limited to long pants, shirts with sleeves and appropriate leather work boots. .12 Temporary construction aids such as ladders, scaffolds, stairs, railings, etc. shall be provided to faci I i tate access or working conditions in a manner that shall conform to the safety standards specified by Federal, state, Local or manufacturer's 02/11/91 PROJECT SAFETY AND HEALTH PLAN 00970-2 ..,. recommendations or stipulations. .13 Each Trade Contractor and Trade Subcontractor shall be expected to indoctrinate his employees as to the safety and health requirements of this project and to enforce adherence to safe work procedures. .14 If MORRISON-KNUDSEN/GERRITS notifies any Trade Contractor of any noncompliance with the provisions of this program, the Trade Contractor shall make all reasonable efforts to immediately correct the unsafe conditions or acts. Satisfactory corrective action shall be taken within the specified time. If a Trade Contractor or Trade Subcontractor refuse to correct unsafe or unhealthy conditions or acts, MORRISON-KNUDSEN/GERRITS shall take one or more of the following steps: a. Cease the operation or a portion thereof. b. stop payment for the work being performed. c. Correct the situation using other forces and back charge the Trade Contractor expenses incurred. d. Increase retainage in proportional increments for that given pay period. .15 All Trade Contractor's Superintendents shall be required to .attend and participate in all general project safety meetings. These meetings will be included in the weekly coordination meetings as previously specified or on an as needed basis. .16 All Trade Contractors shall conduct Weekly Tool Box Safety Training Meetings, and shall document the minutes on the forms provided. These forms are to be transmitted to Morrison-Knudsen/Gerrits on a weekly basis. All employees working at the project site shall be required to attend and participate in the meetings. .17 Shortly after the award of the contract and prior to the beginning of work, an Activity Hazard Analysis (phase plan) shall be prepared by the contractor and submi tted to Morrison-Knudsen/Gerri ts 02/11/91 PROJECT SAFETY AND HEALTH PLAN 00970-3 1.3 1.3.1 1.4 1.4.1 '9 for approval. The analysis will address the hazard. for each activity to be performed in that phase and will present the procedures and safeguards necessary to eliminate the hazards or reduce the risk to an acceptable level. A phase is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform work. The analysis will. be discussed by the contractor and Morrison-Knudsen/Gerrits on-site representatives at the Preparatory Inspection Meeting. Work will not proceed on that phase until the Activity Hazard Analysis (phase plan) has been accepted by Morrison-Knudsen/Gerrits. FIRE PROTECTION Every Trade contractor and Trade Subcontractor employed on the project shall exercise good construction practices to prevent fire. It shall be the responsibility of the Trade Contractor to insure that general fire protection facilities are adequate for his work and to provide additional fire protection facilities and devices, including fire extinguishers as required by their scope of work. WORK NEAR ENERGIZED ELECTRICAL LINES OR OTHER UTILITIES It shall be the Trade Contractor's sole and exclusive responsibility (a) to provide personnel capable of working adjacent to energized electrical lines or other utilities: (b) to provide adequate, safe and properly maintained equipment: (c) to conduct all of his work in accordance with the safety rules and regulations prescribed by the National Electric Code, National Electric Safety Code, H30, and Safety Rules for Installation and Maintenance of Electrical supply and Communication Lines Hand Book 81, occupational Safety and Health Act of 1970, as well as other safety codes in effect at the site of construction and as specified elsewhere herein, or as are generally applicable to the type of work being performed: and (d) to continuously supervise and inspect the work being performed to assure that the requirements of (a), (b), and (c) above are complied with and nothing in these Contract Documents shall be held to mean that any such responsibility is the obligation of the Owner or the Architect or the 02/11/91 PROJECT SAFETY AND HEALTH PLAN 00970-4 1.5 1.5.1 1.5.2 1.5.3 Construction Manager. BARRICADES, WARNING DEVICES AND LIGHTING The Trade Contractor shall be solely responsible for providing temporary ladders, guard rails, warning signs, barricades, night guard lights, and deck or floor closures required in connection with his work to comply with Federal, State and local safety requirements. The Trade Contractor shall be solely and exclusively responsible for the design, construction, inspection and maintenance of such facilities at all times. It shall be the responsibility of the Trade Contractor to provide additional temporary lighting, if needed to maintain safe conditions. It shall be the sole and exclusive responsibility of the Trade Contractor to provide a safe place to work for all laborers and mechanics and other persons employed on or in connection with the proj ect, and nothing in these Contract Documents shall be construed to give any of such responsibility to the Owner, the Architect, or the Construction Manager. 02/11/91 PROJECT SAFETY AND HEALTH PLAN 00970-5 MONROE COUNTY CAPITAL IMPROVEMENTS PROGRAM CONTRACTOR QUALITY CONTROL PLAN 1.1 MORRISON-KNUDSEN/GERRITS' DUTIES AND RESPONSIBILITIES 1.1.1 1.2 1.2.1 1.2.2 1.2.3 1.2.4 The Morrison-Knudsen/Gerrits' superintendent will monitor all work performed by the Trade Contractor to assure conformance of the work to the Contract Drawings and specifications. TRADE CONTRACTOR'S DUTIES AND RESPONSIBILITIES The Trade Contractor is responsible for the quality of the work performed by his work force on this project as well as the quality of the material, equipment and supplies furnished by him to be incorporated into the work. The Trade Contractor will designate a Quality Control Representative who will be on site at all times while the respective Trade Contractor's work is in progress and will have the authority and responsibility to accept or reject items of work. The Trade Contractor's Quality Control Representative may delegate his duties but the primary responsibility and authority will,rest on him. The Trade Contractor's Qual i ty Control Representative will coordinate the submittal of all shop drawings, product data and samples to Morrison-Knudsen/Gerrits. Any submittal that is a change to the contract requirements must be identified as such and transmitted to the Construction Manager for submittal and approval by the Architect/Engineer or Owner. No work requiring submittal of a shop drawing, product data or sample shall commence until the submittal has been reviewed and approved by the Architect/Engineer. The Trade Contractor will bear the responsibility of notifying the designated material-testing laboratory whether Monroe County or Contractor provided to perform testing of materials as required by the contract drawings and specifications in a timely fashion to prevent needless cancellations and delays of work activities. 02/11/91 CONTRACTOR QUALITY CONTROL PLAN 00980-1 1.2.5 1.2.6 1.3 1.3.1 Any costs caused by untimely notification shall be borne by the Contractor. The Trade Contractor's Qual i ty Control Representative will review his drawings, procurement documents and contracts to insure that the technical information provided and all work performed is in accordance with the latest revisions of the Contract Drawings and specifications. The Trade Contractor's Quality Control Representative will perform an inspection upon receipt at the site of the work of all materials, equipment and supplies including those furnished to him by the Owner. Notes from this inspection will be filled out on the appropriate form and included with the Contractor Daily Quality Control Report. Items which are damaged or not in conformance with the respective submittals, qua~ity standards, contract drawings and specifications shall be brought to the attention of Morrison-Knudsen/Gerrits' representative on site and then will be identified and segregated from accepted items. Items thus identified will not be incorporated into the work until corrective action acceptable to Morrison-Knudsen/Gerrits is completed. Items determined unsalvageable will be removed from the job site. These items shall be noted as deficient in the applicable section of the Contractor Daily Quality Control Report. INSPECTION AND TESTING INSPECTION PLAN Morrison-Knudsen/Gerri ts util izes a four-point inspection plan for each separate feature of work to be performed under this Trade Contract, i.e., work described by each division of the technical provision section of the contract specifications. This plan consists of the following: .1 Preparatory Inspection - Prior to commencing the work, the Trade Contractor's Quality Control Representative will meet with Morrison- Knudsen/Gerrits' superintendent and the Architect's representative if he so desires to attend and check the following items at a minimum for conformance: 02/11/91 CONTRACTOR QUALITY CONTROL PLAN 00980-2 (a) Approval of shop drawings and submittals. (b) Approval of inspection and test reports of materials and equipment to be utilized. (c) Completion of previous preliminary work. (d) Availability of materials and equipment required. operations of (e) Potential utility outages. (f) Any other preparatory steps dependent upon the particular operation. (g) Quality standards. (h) Safety or environmental precautions to be observed. (Phase Hazard) Note: Morrison-Knudsen/Gerrits will record the minutes to this inspection meeting and distribute accordingly (see attachment) . .2 Initial inspection Upon completion of a representative sample of a given feature of the work, the Trade Contractor's Quality Control Representative will meet with the Morrison- Knudsen/Gerrits superintendent and the Architect's representative if he so desires to attend and check the following items at a minimum for conformance: (a) Workmanship to established quality standards. (b) configuration to specifications. contract drawings and (c) Construction methods, equipment and tools utilized. (d) Materials and articles utilized. (e) Adequacy of testing methods. ( f) Adequacy of shop drawings. 02/11/91 CONTRACTOR QUALITY CONTROL PLAN 00980-3 Note: Note: .3 (g) Adequacy of precautions. safety environmental or Morrison-Knudsen/Gerrits will record the minutes to this inspection meeting and distribute accordingly (see attachment). Follow-up Inspections The Trade Contractor's Quality Control Representative will inspect the work daily to assure the continuing conformance of the work to the workmanship standards established during the preparatory and initial inspections. Additionally, as a part of the follow-up inspection, sign-off sheets will be utilized as often as possible. The intent of these sheets are to achieve concurrence from other' trade con~ractors and responsible parties that ensuing work can indeed commence over underlying work. This will prevent oversights and omissions which elevate costs. Sign- off sheets shall be used for but not be limited to concrete, drywall, ceilings, painting, roofing substrates and flooring. These reports are to be generated by the appl icable Trade Contractor and submitted to Morrison-Knudsen/Gerrits' Superintendent for approval prior to the start-up of work. (See attachment for example of an acceptable concrete sign-off sheet.) Failur-e to generate a sign-off sheet or to attain proper signatures prior to covering up underlying work may affect payment for that piece of work if ensuing problems are detected or not. this disciplinary action shall be carried out via the Nonconformance Report. (See section 1/4/2 of this plan. ) The Trade Contractor shall be responsible to record these inspections and all other project related activities encountered throughout the day on the Contractor Daily Quality Control Report (see attachment) . .4 Completion Inspection - Upon completion of a given feature of the work, the Trade Contractor's Quality Control Representative will meet with Morrison- Knudsen/Gerrits' Superintendent and the Architect's 02/11/91 CONTRACTOR QUALITY CO;nROL PLAN 00980-4 representative if he so desires to attend to perform an inspection of the completed work. Non-conforming items will be identified and corrected prior to commencement of the next operation. Note: Morrison-Knudsen/Gerrits will record the minutes to this inspection meeting and distribute accordingly (see attachment). 1.3.2 OPERATION AND CHECK OUT TESTING The Trade Contractor will provide personnel and equipment to perform the operational tests and checkout of the equipment, facilities or equipment constructed, fabricated' or installed under this Trade Contract. Morrison-Knudsen/Gerrits' Superintendent will coordinate and witness all such tests. Notification should be given at least five (5) days in advance of the scheduled tests. 1.3.3 FINAL INSPECTION Morrison-Knudsen/Gerrits' Superintendent will' coordinate and attend all final inspections of the work by the Architect/Engineer. Requests for finalizing portions of the work performed under this Trade contract should be made to Morrison- Knudsen/Gerrits' Superintendent at least fifteen (15) days in advance of the inspection. Prior to requesting a final inspection, all tests for the equipment and systems must be completed. 1.4 REPORTING Maintaining accurate and retrievable records is extremely important in the Quality Assurance Program. These records will act as a main source of information in the present and in the future for the entire project management team. The main report that will be utilized to provide this information is the Daily Qual i ty control Report. Nonconformance Reports may also be issued. 1.4.1 DAILY QUALITY CONTROL REPORT The Daily Quality Control Report shall be used to document the sumnary of daily inspection activities 02/11/91 CONTRACTOR QUALITY CONTROL PLAN 00980-5 performed by the Trade Contractor's designated Quality Control Representative. It shall include any of the four steps of inspection that are performed that day, all test monitoring and any rework of nonconforming items. All of the individual Trade Contractor inspector's reports will be assembled into one report with a cover sheet for each day and submitted by 9:00am of the following day to a predetermined location so that it can be routed through the system for review. The original will be kept within Morrison-Knudsen/Gerrits' Quality Assurance Program files. 1.4.2 NONCONFORMANCE REPORT Nonconformance Reports will be issued for work that is found to be in nonconformance with the contract documents or the referenced quality standards. The report will be issued by Morrison-Knudsen/Gerrits. It is not the intent to routinely and repeatedly issue nonconformance reports, but to issue them only after normal enforcement standards have been exhausted, or if the work performed is a detriment to the project. A copy of the Nonconformance Report will be forwarded to the Project Manager for his information and/or action. It should also be included in the rrade Contractor's Daily Quality Report package for general review. ' Nonconformance Reports will be signed off once the deficient item or items have adequately been corrected. This will be done by the issuing Super intendent and proj ect Manager. These s ign- offs will be included with a corresponding corrective action taken. Significant nonconformances need to be addressed to prevent recurrence. The signed-off report will also be submitted for review. Work activities affected by a Nonconformance Report will proportionally counteraffect payr.ents. Whether that be partial or full retainage will be left up to the discretion of Morrison-Knudsen/Gerrits' management team. 02/11/91 CONTRACTOR QUALITY CONTROL PLAN 00980-6 1.5 SUBMITTALS 1.5.1 Submittals are not a direct function of this Quality Assurance Program. However, submittal samples, manufacturer's catalog cuts, shop drawings, etc. should be readily available on site for review at any time by any representative of the Project Management Team. 1.6 AUDITS 1.6.1 Morrison-Knudsen/Gerrits may choose at its option to perform Trade Contractor audits of their Contractor Quality control Plan at any time. Reports of these audit results will be forwarded to the proj ect Manager for his action. Any action items noted during an audit for the Trade Contractor will be followed up and documented to insure compliance and avoid recurrence. 1.7 SUMMARY The intention of this plan is to create a system of checks and balances that will minimize delays caused by rework and a lack of planning and maximize production and insure that the finished product is one that the entire construction team can pride themselves in. These goals can be achieved. by . giving the Owner exactly what he has bought. The owner will expect no more and through Quality Assurance, the construction team will provide no less. 02/11/91 CONTRACTOR QUALITY CONTROL PLAN 00980-7 SBeTIO. 00990 SCBEDULB O~ DRAWINGS Bid package NO.3, site Electrical , Temporary Power Bid Package Ho. 5, site GradiDg , caissons Bid package Ho. 7, Concrete Poundations Bid Packag. Ho. 9, site Plumbing DRAWING NO. DRAWING TITLB LATEST REVISION DATE Cover Sheet Rev. 0, 05/17/91 1. 00 Topographic Survey Rev. 0, 05/17/91 1. 01 Master site Plan Rev. 0, 05/17/91 1.03 Preliminary site Rev. 0, 05/17/91 Layout-Central 1. 04 Preliminary site Rev. 0, 05/17/91 Layout-south 1. 05 Rough Grading & Rev. 0, 05/17/91 Drainage-North 1. 06 Rough Grading & Rev. 0, '05/17/91 Drainage-Central 1. 07 Rough Grading & Rev. 0, 05/17/91 Drainage-South 1. 08 Site utilities Rev. 0, 05/17/91 Central 1. 09 site Utilities Rev. 0, 05/17/91 South 1.18 civil Details Rev. 0, 05/17/91 1. 19 civil Details Rev. 0, 05/17/91 1. 20 civil Details Rev. 0, 05/17/91 OS/22/91 SCHEDULE OF DRAWINGS 00990-1 DRAWING NO. DRAWING TITLI LATEST REVISION DATE 3.01 Foundation Plan Ground Floor Zone A Rev. 0, 05/17/91 3.02 Foundation Plan Ground Floor Zone B Rev. 0, 05/17/91 3.03 Foundation Plan Ground Floor Zone C Rev. 0, 05/17/91 3.04 Foundation Plan Ground Floor Zone D Rev. 0, 05/17/91 3.05 ' Foundation Plan Ground Floor Zone E Rev. 0, 05/17/91 3.06 Foundation Plan Ground Floor Zone F Rev. 0, 05/17/91 3.28 General Notes & Abbreviations Rev. 0, 05/17/91 3.29 Grade Beam Schedule, Rev. 0, 05/17/91 Foundation Notes & Typical Details 3.30 Drilled Caisson and Rev. 0, 05/17/91 Cast In Place Column Schedules & Details 3.31 Foundations sections Rev. 0, 05/17/91 And Details 11. 01 site Electrical Plan Rev. 0, 05/17/91 OS/22/91 SCHEDULE OF DRAWINGS 00990-2 . ... --.... .., -. -..-...,... ... -. . IBcrIOK 01027 APPLICATIOK POR PAYMENT PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Procedures for preparation and submi ttal of Applications for Payment. B. Related sections 1. section 00750 2. section 00900 2. section 01370 General Conditions - AlA G702/G703 - Schedule of Values 1. . 2 FORMAT A. AlA G702 - Application and certificate for Payment including continuation sheets when required. 1..3 PREPARATION OF APPLICATIONS , A. Present required information in typewritten form. B. Execute certification by notarized signature of authorized officer. C. List each authorized Change Order on the form, including change order number, date and dollar amount. . D. Prepare Application for Final Payment as specified in section 01700. 1..4 SUBMITTAL PROCEDURES A. The initial Application for Payment- will not be processed until the construction schedule, the schedule of values, and the initial submittal schedule have been received by the Construction Manager, reviewed and approved by the Architect. B. Submit an updated construction and submittal schedule with each Application for Payment. OS/20/91 APPLICATION FOR PAYMENT 01027 - 1 C. payment Period: Submit once per month, during the last week of the month. Payment will be made by the Owner within (30) days thereafter. D. Work Item Update Listing - this work sheet, prepared by the Construction Manager, shows the work items which are being considered for progress payments. It is to be billed from the Contractor's approved schedule of values and approved changes only. The Contractor must fill in percentages of work completed on each line item or total dollar amount of Original Suppliers Invoices. Suppliers Invoices are then attached for payments on materials stored. E. status Meeting - The Contractor's representative and the Construction Manager review the Contractor's Work Item Update Listing. Upon agreement between the two parties, both the Contractor and Construction Manager will sign off on the form. F. Estimate Voucher - The Construction Manager will input the progress into the computer from the Work Item Update Listing, and will issue the Estimate Voucher to the Contractor. G. Submit waivers as required. H. Submit three (3) copies of each Application for Payment. 1..5 SUBSTANTIATING DATA A. When the Construction Manager and/or Architect requires substantiating information, submit data justifying dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Indicate Application number and date, and line item by number and description. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ************** END OF SECTION 01027 OS/20/91 APPLICATION FOR PAYMENT 01027 - 2 ... ... .'. -.- SBCT::ON 01028 CHANGE ORDER PROCBDURES PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Promptly implement change order procedures. a. Provide full written data required to evaluate changes. b. Maintain detailed records of the work done on a time and material/force account basis. c. Provide full documentation to the Construction Manager with each request. 2. Designate in writing the member of the Contractor's organization authorized to accept changes in the Work. 3. The Owner will designate in writing the person who is authorized to execute Change Orders. B. Related requirements: 1. Agreement: The amounts of establ ished unit prices. 2. Agreement: The amounts of established al~owances. 3. Conditions of the Contract, Article 12 of the General Conditions: a. Methods of determining cost or credit to the Owner resulting from changes in the Work made on a time and material basis. b. The Contractor's claims foradditio~al costs. 1..2 DEFINITIONS A. Change Order, AlA Document G701/CM: Refer to the General Conditions. B. Construction Change Directive: A written order to the contractor, signed by the Owner, MK/Gerri ts and the Architect, 'which amend~ the Contract Documents as described, and authorizes the Contractor to proceed with a change which affects the Contract Sum or the Contract time, for inclusion in a subsequent Change Order. 1..3 PRELIMINARY PROCEDURES A. A change may be initiated by submitting a Proposal Request to the Contractor. Request will include: 04/30/91 CHANGE ORDER PROCEDURES 01028 - 1 1. Detailed description of the change, products and location of the change in the Project. 2. Supplementary or revised Drawings and specifications. 3. The projected time span for making the change, and a specific statement as to whether overtime work is, or is not, authorized. 4. A specific period of time during which the requested price will be considered valid. 5. Such request is for information only, and is not an instruction to execute the changes, nor to stop the Work in progress. B. The Contractor may initiate changes by submitting a written notice to the Construction Manager containing: 1. Description of the proposed changes. 2. Statement of the reason for making the changes. 3. Statement of the effect on the Contract Sum and the Contract Time. 4. statement of the effect on the Work of separate contractors. 5. Documentation supporting change in the Contract Sum or the Contract Time, as appropriate. 1..4 CONSTRUCTION CHANGE DIRECTIVE A. In lieu of Proposal Request, a Construction Change Directive may be issued for Contractor to proceed with a change for subsequent inclusion in a Change Order. B. The Construction Change Directive will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the cnange, and will designate the method of determining a change in the Contract Sum and change in the Contract Time. C. The Owner, Construction Manager, and the Architect will sign and date the Construction Change Directive as authorization for the Contractor to proceed with changes. D. At completion of the change, submit itemized accounting and supporting data as provided in the Article "Documentation of Proposals and Claims" of this Section. E. The allowable costs of such work will be determined as provided in the General Conditions and Supplementary Conditions. F. The Owner, Construction Manager and Architect will sign and date the Change Order to establish the change in the 04/30/91 CHANGE ORDER PROCEDURES 01028 - 2 . ...' -...~ ." ...~."'''''L.A.''' ....M................--.....-.-.r---....... .~~....-.................~... ; ..'-~ --. contract Sum and in the Contract Time. G. The Owner and the Contractor will sign and date the Change Order to indicate their agreement. 1. . 5 DOCUMENTATION OF PROPOSALS AND CLAIMS A. support each quotation for a lump-sum proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow evaluation of the quotation. B. On request provide additional data to support time and cost computations: 1. Labor required. 2. Equipment required. 3. Products required. a. Recommended source of purchase and unit cost. b. Quantities required. 4. Taxes, insurance and bonds. 5. Credi t for the work deleted from the Contract, similarly documented. 6. Overhead and profit. If the Trade Contractor performs the actual Work, the percentage mark-up for overhead and profit shall be a maximum addition of fifteen percent (1St). If the Trade Subcontractor performs the actual Work, the percentage mark-up for overhead and profit shall be a maximum addition of fifteen percent (1St). If the Trade Contractor does not enter into the Work, the maximum mark-up. for managing this work will be ten percent (lOt). . If the Trade Subcontractor performs part of the actual Work, his percentage mark-up for overhead and profit shall be a maximum addition of fifteen percent (1St) on his direct work only. If the Trade Contractor performs part of the actual work, his percentage mark-up for overhead and profit shall be a maximum addition of fifteen percent (15%) on his direct work only. 7. Justification for change in the Contract Time. C. Support each claim for additional costs, and for the work done on a time-and-material/force account basis, with 04/30/91 CHANGE ORDER PROCEDURES 01028 - 3 documentation as required for a lump-sum proposal, plus additional information: 1. Name of the Owner's authorized agent who ordered the work, and date of the order. 2. Dates and times the work was performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. 4. Receipts and invoices for: a. Equipment used, listing dates and times of use. b. Products used, listing of quantities. c. Subcontracts. 5. Signature of Construction Manager's Superintendent, concurring with quantities. 1..6 PREPARATION OF CHANGE ORDERS A. The Construction Manager will prepare each Change Order. B. Change Order form: AlA Document G701/CM. C. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and in the Contract Time. 1..7 LUMP-SUM/FIXED PRICE CHANGE ORDERS A. Content of Change Orders will be based on either: 1. The Proposal Request and the Contractor's responsive Proposal as mutually agreed between the Owner and the Contractor. 2. The Contractor t s Proposal for a change, as recommended by the Architect or Construction Manager. B. The Owner, Construction Manager and the Architect will sign and date the Change Order as authorization for the Contractor to proceed with the changes. C. The Contractor may sign and date the Change Order to indicate agreement with the terms therein. 1..8 UNIT PRICE CHANGE ORDER A. The 1- 2. content of the Change Orders will be based on either: The def ini tion of the scope of the required changes. The Contractor I s Proposal for a change, as recommended by the Architect, or Construction Manager. 04/30/91 CHANGE ORDER PROCEDURES 01028 - 4 3. Survey of completed work. B. The 1. 2. amounts of the unit prices to be: Those stated in the Agreement. Those mutually agreed upon between Architect and the Contractor. the Owner, C. When quantities of each of the items affected by the Change Order be determined prior to start of the Work: 1. The Owner, Construction Manager and the Architect will sign and date the Change Order as authorization for the Contractor to proceed with the changes. 2. The Contractor may sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the Work: 1. A Construction Change Directive will be issued directing the Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices. 2. At completion of the change, the cost of such work will be determined based on the unit prices and quantities used. . 3. The Owner, Construction Manager and the Architect will sign and date the Change Order to establish the change in the Contract Sum and in the Contract Time. 4. The Contractor will sign and date the Change Order to indicate their agreement with the terms therein. 1..9 CORRELATION WITH THE CONTRACTOR'S SUBMITTALS A. Revise Schedule of Values and Request for Payment forms monthly to r~cord each change. as a separate item of the Work, and to record the adjusted Contract Sum prior to submission of Application for Payment. B. Revise the Construction Schedule to reflect each change in the Contract Time prior to monthly submissions. Revise subschedules to show changes for other items of work affected by the changes. . C. Upon completion of the Work under a change Order, enter pertinent changes in Record Documents. 04/30/91 CHANGE ORDER PROCEDURES 01028 - 5 PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED **************** END OF SECTION 01028 04/30/91 01028 - 6 CHANGE ORDER PROCEDURES . - . .. ... .. . . SECTION 01200 PROJECT MEETINGS ?ART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Project meetings 1..2 The CONSTRUCTION MANAGER'S RESPONSIBILITY A. Construction Manager shall schedule and administer pre- construction meeting, periodic progress meetings, and specially called meetings throughout progress of the Work. 1. Prepare agenda for meetings. 2. Provide notice of each meeting four days in advance of meeting date, or provide as much advance notice as possible. 3. Make physical arrangements for meetings. 4. Preside at meetings. 5. Record the minutes; include significant proceedings and decisions. 6. Reproduce and distribute copies of minutes within three working days after each meeting. a. To participants in the meeting. b. To parties affected by deci~ions made at the meeting. c. Furnish three copies of. mi nutes to the Architect. B. Representatives of the Contractors, suppliers attending meetings shalJ authorized to act on behalf of represents. subcontractors and be qualified and the entity each C. . The Architect and the Owner's Representative may attend meetings to ascertain that the Work is expedited consistent with the Contract Documents and construction schedules. 1..3 PRE-CONSTRUCTION MEETING A. Schedule just prior to Notice to Proceed. B. Location: A central Site designated by the Construction 04/30/91 PROJECT MEETINGS 01200 - 1 Manager. C. Attendance: 1. The Owner's Representative. 2. The Architect and his professional consultants (as required) . 3. Construction Manager. 4. The Contractor's Superintendent. 5. Major subcontractors. 6. Major suppliers. 7. Others as appropriate. D. suggested Agenda: 1. Distribution and discussion of: a. List of major subcontractors and suppliers. b. Projected Construction Schedules. 2. critical Work sequencing. 3. Major equipment deliveries and priorities. 4. Project Coordination. a. Designation of responsible personnel. 5. Procedures and processing of: a. Field decisions. b. Proposal requests. c. Submittals. d. Change Orders. e. Applications for Payment. 6. Adequacy of distribution of the Contract Documents. 7. Procedures for maintaining Record Documents. 8. Use of premises: a. Office, work and storage areas. b. The Owner's requirements. 9. Construction facilities, controls and construction aids. 10. Temporary utilities. 11. Safety and first-aid procedures. 12. security procedures. 13. Housekeeping procedures. 14. Distribute meeting minutes within (3) days. 1..4 WEEKLY PROGRESS MEETINGS A. The Contractor's Project Manager and/or Superintendent shall be required to attend a weekly scheduling meeting. B. Location of the meetings: Project field office of the Construction Manager. C. Attendance: 1. The Architect and his professional consultants as needed. 2. Contractors as appropriate to the agenda. 04/30/91 PROJECT MEETINGS 01200 - 2 _ ~ ..........--.....-....::"- ..,.....;. 3. Suppliers as appropriate to the agenda. 4. others. D. suggested Agenda: 1. Review of Work progress since previous meeting. 2. Field observations, problems, conflicts. 3. Problems which impede Construction Schedule. 4. Review of off-site fabrication, delivery schedules. 5. Corrective measures and procedures to regain projected schedule. 6. Revisions to Construction Schedule. 7. Progress, schedule, during succeeding Work period. 8. Coordination of schedules. 9. Review submittal schedules. 10. Maintenance of quality standards. 11. Pending changes and substitutions. 12. Review proposed changes for: a. Effect on Construction Schedule and on completion date. b. Effect on other contracts of the Project. 13. other business. 14. Distribute meeting minutes within (3) days. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ************** END OF SECTION 0~200 04/30/91 PROJECT MEETINGS 01200 - 3 SBCTIO)l 01301 SUBMITTALS PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Submit to the Construction Manager, shop drawings, product data, certifications and samples required by the technical sections. 2. Prepare and submit with construction progress schedule, a separate schedule listing dates for submission and dates for review. B. Related sections: 1. section 00750 - GENERAL CONDITIONS 2. Individual submittals required: refer to each specific section, for certifications, shop drawings, product data and sample requirements. 1..2 SUBMITTAL IDENTIFICATION A. This paragraph is included to explain the method for submittals identification using Section 08710, FINISH HARDWARE, and the Finish Hardware Schedule as an example. B. The Contractor shall assign submittal designations utilizing the following format and system. C. The number for the first shop drawing submitted under that section would be 08710-1a, the (1) designating that this is the first time submitted under Section 08710, and the (a) signifying that it is the first time a "finish hardware" schedule has been submitted to the Architect's office. If this "finish hardware" submittal is marked "revise and resubmit", the resubmittal would retain the 08710-1 but (a) would be changed to 08710-1b to designate resubmittal: the next resubmittal, 08710-1c, until this "finish hardware" item is approved. D. The second "finish hardware" submittal sent to the Architect's office would be 08710-2a: if not approved, then resubmitted under 08710-2b. OS/20/91 SUBMITTALS 01301 - 1 1..3 SUBMITTAL SCHEDULE A. The Contractor shall submit within three (3) days of award of the Contract a preliminary "Submittal Schedule" to the Construction Manager for review, modification and response prior to the first application for payment. The "Submittal Schedule" shall contain the following information: 1. section number and name. 2. Submittal information required. 3. Date submittal will be received by the Construction Manager. 4. Time allowed for review of submittal by AlE (in calendar days). 5. Date submittal will be returned to the Contractor. 6. Material ship and receipt dates. B. The Contractor shall submit the final "Submittal Schedule" to the Construction Manager for review and approval prior to the second application for payment. Modifications to the approved schedule shall be submitted to the Construction Manager for review and approval allowing adequate time for review and response. C. Submittals received by the Construction Manager on or before the scheduled date will be processed to meet the scheduled date. D. Submittals received by the Construction Manager after the scheduled date are considered to be not critical and will be processed as time allows and not necessarily within the number of calendar days allotted for the review. E. The Architect and Construction Manager will not be responsible for delays due to receiving submittals after the date indicated in the submittal schedule. 1..4 SHOP DRAWINGS A. Submit shop drawings as single copies in the form of positive printing reproducible transparencies, commonly called sepia prints, suitable for reproduction use on dry print diazo type machines. Sepia prints which cannot be reproduced will be returned to the Contractor for resubrnittal. B. Submit four blueline or blackline prints with each shop drawing submittal. C. Provide shop drawings as complete submittals (no partial OS/20/91 SUBMITTALS 01301 - 2 sets) on original drawings or information prepared solely by the fabricator or supplier. D. Do not reproduce the Contract Drawings for shop drawing submittals. E. Sheet sizes shall not exceed the size of the Contract Drawings. F. Each sepia print shall have blank spaces large enough to accept 4" x 4" review stamps of the Construction Manager, the Architect and the Contractor. sepia print shall carry the following information: Project name and HLM Project number. Date. Names of: a. The Architect b. The Construction Manager c. The Contractor d. Supplier e. Manufacturer Identification of product or material. Relation to adjacent structure or materials. Field dimensions, clearly stated as such. Specification Section number. Applicable standards such as ASTM or Federal specification. Identification of deviations from Contract Documents. Reference to construction drawings by drawing number and/or detain number. . H. Submit sepia prints without folds either as flat sheets if size permits, or rolled in tubes. G. Each 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 1..5 PRODUCT DATA A. Product data such as catalog cuts, brochures or manufacturer's sheets may be submitted in lieu of sepia prints if adequately identified. submit five copies of product data to the Construction Manager. B. Modify product data sheets to delete information which is not applicable to the Project. Provide additional information if necessary to supplement standard information. c. Product data sheets that are submitted with extraneous information not deleted and/or modified will be returned without review to the Contractor for resubmittal. OS/20/91 SUBMITTALS 01301 - 3 1. . 6 SAMPLES A. Provide samples to illustrate materials, equipment or workmanship, and to establish standards by which completed work may be judged. B. Construct mock-ups as required by the technical sections, at the Project site in a location designated by the Construction Manager. Construct mock-ups, including adjacent work required, to demonstrate the final appearance of the Work. 1..7 CERTIFICATIONS A. Proved certifications as required by various technical sections on the Contractor's letterhead stationary. certifications shall be identified to this Project, dated and bear Contractor's signature in the same format used for the owner/contractor agreement. B. Clearly identify the materials referenced and state that the material and the intended installation methods, where applicable, are in compliance with the Contract. Documents. Attach manufacturer's affidavits where applicable. 1..8 THE CONTRACTOR'S RESPONSIBILITIES A. Before making submittals to the Construction Manager, review each submittal, make changes or notations as necessary to conform to the Contract Documents, identify such review with review stamp and forward reviewed submittal with comments tc the Construction Manager for review. Return submittals not meeting Contract requirements to subcontractors and do not forward such submittals to the Construction Manager. B. Submit catalog sheets, product data, shop drawings and where specified, submit calculations, material samples, color chips or charts, test data, warranties and guarantees all at the same time for each submittal item. C. Verify field measurements and product catalog numbers or similar data. D. Notify the Construction Manager in writing at time of submission, of deviations in submittals from the requirements of the Contract Documents. E. After the Construction Manager I s and the Architect I s OS/20/91 SUBMITTALS 01301 - 4 review, distribute copies with one copy to be maintained at the Project Site for reference use and other copies distributed to suppliers and fabricators. F. Do not begin the Work which requires submittals until return of submittals with the Construction Manager's and the Architect's stamp and initials indicating review. G. The Contractor's responsibility for errors and omissions in submittals is not relieved by the Construction Kanager's or the Architect's review of submittals. H. The Contractor's responsibility for deviations in submittals from requirements of the Contract Documents is not relieved by the Construction Manager's or the Architect's review of submittals unless the Construction Manager and the Architect give written acceptance of specific deviations. 1..9 THE CONSTRUCTION MANAGER'S RESPONSIBILITIES A. B. C. D. 1:.10 The Construction Manager will review all submittals with reasonable promptness and coordinate them with information contained in related documents and checking for compliance with information given in the Contract Documents. The Construction Manager will return to the Contractor, without review, all submittals not bearing the Contractor's review stamp or not showing it has been reviewed by the Contractor. The Construction Manager will make changes or notations directly on the submittals, identify such review with his review stamp, sign and forward acceptable submittals on to the Architect. After the Architect's review, the Construction Manager will forward submittals to the Contractor and retain one copy for the Owner. The Contractor shall distribute copies with one copy to be maintained at the Project site for reference use and other copies distributed to suppliers/fabricators. The Contractor shall supply copies of reviewed submittals to the Construction Manager in sufficient quantity to allow proper coordination of the Contract. THE ARCHITECT'S RESPONSIBILITIES A. The Architect will review submittals with reasonable promptness, checking only for conformance with the design OS/20/91 01301 - 5 SUBMITTALS B. C. 1. .11 A. compliance of the Project and compliance with information given in the Contract Documents. The Architect will return to the Construction Manager without review any submittals not bearing the Contractor's or the Construction Manager's review stamp or not showing that it has been reviewed by the Contractor and the Construction Manager. The Architect will make changes. or notations directly on the submittal, . identify such review with his review stamp, obtain and record the Architect file copy and ~eturn the submittal to the Construction Manager. SUBMITTAL REQUIREMENTS B. Submit one sepia print of shop drawings or one copy of product data for distribution by the Contractor plus five copies. Submi t one sample for review. After approval, the construction Manager will retain the approved sample at the job site in a secure location, properly indexed and filed for retrieval. Accompany submittals witp ~ransmittal form in duplicate, containing: 1. Date. 2. Project name and HLM Project number. 3. Names of: a. The Architect b. Construction Manager c. The Contractor d. subcontractor (if applicable) e. supplier f. Manufacturer 4. Identification of product or material. 5. specification Section number, clearly identified. 6. Reference to construction drawings by drawing number. 7. The quantity of each shop drawing, product data or sample submitted. 8. Notification of deviations from the Contract Documents. 9. ot~er pertinent data. D. Submittals shall be identified and submitted by individual technical Specification sections only. C. OS/20/91 SUBMITTALS 01301 - 6 1. . 12 RESUBMISSION REQUIREMENTS A. Shop Drawings 1. Review initial drawings as required and resubmit as specified for initial submittal. 2. Indicate on drawings all changes which have been made other than those requested by the Construction Manager or the Architect. B. Product Data and Samples: 1. Resubmit new data and samples as required for initial submission. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used **************** END OF SECTION 01301 OS/20/91 SUBMITTALS 01301 - 7 .' - --- - -- .- --. - -,. -, .-- .__.'.. ---- - - -.... SBCTIOR 01310 PROGRESS SCHEDULES PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Progress schedules 2. Revisions to schedules B. Related sections: 1. SCOPE OF WORK C. Description: 1. Progress Schedules: Promptly after award of the Contract, prepare and submit to the Construction Manager, construction progress schedules for the work, with subschedules of related activities which are essential to its progress. Also incorporate manpower loading related to each activity on the construction schedule. 2. Revisions to Schedule: Submit revised/updated progress schedules with each payment application. 1..2 FORMAT A. Prepare Progress Schedules as a horizontal bar chart with separate bar for each maj or portion of Work or operation, identifying the first work day of each week. B. Include numeric manpower loading associated with each horizontal bar, clearly defined. C. Sequence of listings: The Specifications. D. Scale and spacing: to provide space for notations and revisions. E. Sheet size: minimum 8 1/2" xlI". 1. . 3 CONTENT A. Indicate complete sequence of construction by activity, with dates for beginning and completion of each element OS/20/91 PROGRESS SCHEDULES 01310 - 1 of construction. B. Show the manpower loading for each activity. C. Identify each item by Specification Section number. D. Identify work of separate stages and other logically grouped activities. E. Identify work of separate floors and other logically grouped activities. F. Provide sub-schedules to define critical portions of the entire schedule. G. Indicate accumulated percentage of completion of each item and total percentage of Work completed, as of the first day of each month. H. Submit separate schedule of submittal dates for shop drawings, product data, and samples, including the Owner furnished products and products identified under allowances and dates reviewed submittals will be required from the Architect. Reference section 01301 Submittals. I. Indicate delivery dates for the Owner furnished products. J. Coordinate content with Schedule of Values specified in Section 01370. 1..4 REVISIONS TO SCHEDULES A. Indicate progress of each activity to date'of submittal, and projected completion date of each activity. B. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. 1. Major changes ~n scope. 2. Activities modified since previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays and the impact on the schedule. 2. Corrective action recommended and its effect. 3. The effect of changes on schedules of other prime contractors. OS/20/91 PROGRESS SCHEDULES 01310 - 2 1. . 5 SUBMITTALS A. Submit initial schedules within (3) days after award of Contract. 1. The Construction Manager will review schedules and return review copy within ten (10) days after receipt. 2. If required, re-submit within seven (7) days after return of review copy. 3. Submit revised Progress Schedules with each Application for Payment. 1..6 DISTRIBUTION A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedules. Note: It is not incumbent upon the Construction Manager to notify the Trade Contractor when to begin, to cease, or to resume work nor to give early notice of faulty or defective work, nor in any, way to superintend so as to relieve the Trade Contractor of responsibility or of any consequence of neglect or carelessness. ************** END OF SECTION 01310 OS/20/91 PROGRESS SCHEDULES 01310 - 3 SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Schedule of Values allocated to the various portions of the Work, submitted within three (3) days after award of the Contract. 2. Upon request of the Construction Manager, support the values with data which will substantiate their correctness. 3. The Schedule of Values, unless objected to by the Construction Manager, forms the basis for the Contractor's Applications for Payment. 1..2 FORM AND CONTENT OF SCHEDULE OF VALUES A. Type schedule on AlA G703 Form; the Contractor's standard forms and automated printout will be considered by the Construction Manager upon the Contractor's request. Identify schedule with: 1. Title of Project and location. 2. The Architect and Construction Manager. 3. Name and Address of the Contractor. 4. Contract designation. 5. Date of submission. B. List the installed value of the component parts of the Work (broken down into labor and material) in sufficient detail to serve as a basis for computing values for progress payments during construction. C. Follow the Specifications as the format for listing component items. 1. Identify each line item with the number and title of the respective major section of the Specifications. D. Itemize separate line item cost for each of the following general cost items: 1. Mobilization. 2. Bonds, Insurance and Permits. 3. General Conditions spread over project duration on monthly basis. 04/30/91 SCHEDULE OF VALUES 01370 - 1 E. For each major line item list sub-values of major products or operations under the item. F. For the various portions of the Work: 1. Include a directly proportional amount of the Contractor's overhead and profit for each item. 2. For items on which progress payments will be requested for stored materials, break down the value into: a. The cost of the materials, delivered and unloaded, with taxes paid. b. The total installed value. 3. Submit a subschedule for each separate stage of work specified in Section 00300. G. The sum of values listed in the schedule shall equal the total Contract Sum. 1..3 SUBSCHEDULE OF UNIT MATERIAL VALUES A. Submit a sub-schedule of unit costs and quantities for: 1. Products on which progress payments will be requested for stored products. B. The form of submittal shall parallel that of the Schedule of Values, with each item identified the same as the line item in the Schedule of Values. C. The unit quantity for bulk materials shall include an allowance for normal waste. D. Provide unit values for the materials as follows: 1. Cost of the material, delivered and ~nloaded at the Site, with taxes paid. 2. Installation costs, including the Contractor's overhead and profit. E. The installed unit value multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values. 1..4 REVIEW AND SUBMITTAL A. After review by Construction Manager, revise and resubmit schedule (and Schedule of Material Values) as required. B. Resubmit revised schedule in sane manner. ************* END OF SECTION 1370 04/30/91 SCHEDULE OF VALUES 01370 - 2 .r..-" 1._.--'_. .,..........- ......- - -- - SBC-lION 01385 DAILY CONSTRUCTION REPORTS PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Requirement for Daily Construction Reports by each Trade Contractor. 2. Scheduled submission times for Daily Construction Reports. 1..2 FORM AND CONTENT OF DAILY CONSTRUCTION REPORTS A. Daily Construction Reports shall be submitted by each and every Contractor performing work on the project. Forms to be used will be furnished by the Construction Manager. Items to be addressed on the Report are: 1. Title of Project 2. Name of Trade Contractor 3. Date and day of Report information. For example, you performed work on Thursday, April 18, 1991, so you would therefore use "Thursday, 4/18/91." This holds true even if you did not complete filling out the Report until Friday, 4/19/91. 4. Contract designation. 5. Note any major Shipments received on that particular day.' . 6. Note major equipment used .that day. 7. Note manpower used, and designate what trades. For example, if you were the mechanical contractor, you would also list how many insulators, pipefitters, etc. that you were also managing, even if they were subcontractors. In addition, list the names of the subcontractors that were on-site that day. 8. Note any deficiencies in your work, and corrective actions taken to resolve the deficiencies.\ 9. Note any safety violations discovered, whether or not caused by your forces. 10. Provide a full description of work performed that day, and any problems or unusual conditions discovered. 11. Report is to be signed by the authorized representative of the contractor, and should the signature not be legible, print the name of the signer next to the signature. 04/30/91 DAILY CONSTRUCTION REPORTS 01385 - 1 1..3 SCHEDULE OF SUBMITTING DAILY REPORTS A. Daily Reports are to be submitted at the designated location described in the pre-construction meeting. Contractors are to submit the original of their report, and should keep a copy for their records. The Construction Manager's photocopying facilities are not to be used in the reproduction for submission of the reports. B. Submit Daily Reports no later than 9: OOam the day following the day of the work described in that particular report. No exceptions to this rule will be accepted. Should contractor fail to comply with these instructions, the contractor's payment application for the following month will be held in abeyance until such time the contractor properly submits the delinquent reports. ************* END OF SECTION 1385 04/30/91 DAILY CONSTRUCTION REPORTS 01385 - 2 CONTRACTOR'S DAILY REPORT '{OJECT: DATE: CONTRACTOR: MAJOR SHIPMENTS RECEIVED TODAY MAJOR EQUIPMENT USED NUMBER OF CRAFfS PERSONNEL LIST SUBCONTRACTORS ON SITE T 0 T A .. L I DEFICIENCIES NOTED/CORRECTED: SAFETY VIOLATIONS NOTED/CORRECTED: FULL DESCRIPTION OF WORK PERFORMED; INCLUDE ^,~y PROBLEMS: f-o-- ATTACH 2ND SHEET IF NEEDED --- -- - -... _.- ..-- - - -- --- --.- -- 2ND SHEET CONTRACTOR'S DAILY REPORT SHEET OF - PROJEcr: WORK DAY: CONTRAcr NO.: DATE: DESCRIPTION OF WORK PERFORMED - Ust activities started, activities completed, delays, reasons for delays, and reasons for possible future delays. , -, - , , , t I l I I - ~_t~r~' - SBCTION 01395 DOCUMENT CLARIFICATION REQUBSTS (DCR) PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Notification of Construction Manager in the event errors, field conflicts, and omissions are found in the Contract Documents. 2. utilization of OCR form. 1..2 FORM AND CONTENT OF DOCUMENT CLARIFICATION REPORTS A. All errors, field conflicts, and omissions in the Contract Documents shall be brought to the attention of the Construction Manager immediately. The OCR is a tool established to provide expedient clarifications of contract drawings, specifications or field conflicts.' It is not meant to be a substitute for good communication. B. OCR forms will be as those provided by the Construction Manager. Items to be addressed on the Report are: 1. OCR Number: This is a unique number used for logging and tracking the OCR, and will be assigned by the Construction Manager. 2. Fill in 'Project', 'Client', 'To' and 'Attn'. Since this information always stays the same, use copies (like a form letter), so you do not waste time writing these items again and again. 3. Note Trade Contractor Name. 4. Note Contract Number. S. Give a brief, clear, concise description of the problem area under subject. The subject description should be distinct enough so that anyone searching the OCR can detect the problem expeditiously. 6. List the drawing or specification with its corresponding detail or page number for reference to problem area. 7. Once the OCR has been answered by either the Construction Manager, or Architect/Engineer, distribution wi 11 be made to appl icable contractors. ************* END OF SECTION 1395 04/30/91 DOCUMENT CLARIFICATION REQUESTS 01395 - 1 I(@~ DOCUMENT CLARIFICATION REQUEST No. Contract No.: Logged: _ By._ 10: PROJECT: ClIENT: ,q'fN: Subject: Reply Req'd. By: Dwg.ISpec. No.: Detail/Sec. No.: Problem: I Problem By: I Date: I Reviewed By: I Date: Solution: . Sotc;l,on By: I Date: I Reviewed By: I Date: ....~.K Act:cn" L0-:~7': By: - - , '- SBCTIOlf 01410 TESTING LABORATORY SERVICES PART 1 - GENERAL 1..1 SUMMARY A. Section includes: 1. Selection and payment 2. The Contractor submittals 3. Testing laboratory responsibilities 4. Testing laboratory reports 5. Limits on testing laboratory authority 6. The Contractor responsibilities 7. Schedule of inspections and tests B. 1. 2. 3. 4. section 00230 - SOIL INVESTIGATION DATA section 00750 - GENERAL CONDITIONS section 01700 - CONTRACT CLOSEOUT Individual Specification Sections: inspections and tests required, and standards for testing. 1..2 REFERENCES A. ASTM 0-3740 - Practice for.Evaluation of Agencies in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. B. ASTM E-329 - Recommended Practice for Inspection and Testing Agencies for Concrete,' Steel, and Bituminous Materials as used in Construction. 1..3 SELECTION AND PAYMENT A. The Owner will employ and pay for services of an independent testing laboratory to perform specified inspection and testing indicated in technical Specification Sections. B. Employment of testing laboratory shall in no way relieve the Contractor of obligation to perform the Work in accordance with requirements of the Contract Documents. OS/20/91 TESTING LABORATORY SERVICES 01410 - 1 1..4 QUALITY ASSURANCE A. Comply with requirements of ASTM E-329 and ASTM 0-3740. B. Testing laboratory: authorized to operate in the State of Florida. C. Testing laboratory staff: maintain a full time registered Engineer on staff to review services. o. Testing Equipment: calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards (NBS) Standards or accepted values of natural physical constants. E. Meet "Recommended Requirements for Independent Laboratory Qualification", published by American Council of Independent Laboratories. 1..5 TESTING LABORATORY RESPONSIBILITIES A. Test samples of mixes. B. Provide qualified personnel at the site. Cooperate with the Architect, Construction Manager and the Contractor in performance of services. C. Perform specified inspection, sampling, and testing of Products in accordance with specified standards. D. Ascertain compliance of materials and mixes with requirements of the Contract Docum~nts. E. Promptly notify the Construction Manager and the Contractor of observed irregularities or non-conformance of the Work or products. F. Perform addi~ional inspections and tests required by the AlE and Construction Manager. 1..7 TESTING LABORATORY REPORTS A. After each inspection and test, promptly submit two copies of testing laboratory report to the Construction Manager, for forwarding to t~e AlE and the Contractor. B. Include: 1. Date issued 2. Project title and number 3. Name of inspector OS/20/91 TESTING LABORATORY SERVICES 01410 - 2 4. Date and time of sampling or inspection 5. Identification of product and Specifications Section 6. Location in the Project 7. Type of inspection or test 8. Date of test 9. Results of test 10. Conformance with the Contract Documents C. When requested by the Construct ion Manager or A/E, provide interpretation of test results. 1..8 LIMITS ON TESTING LABORATORY AUTHORITY A. The testing laboratory may not release, revoke, alter, or enlarge on requirements of the Contract Documents. B. The testing laboratory may not approve or accept any portion of the Work. C. The testing laboratory may not assume any duties of the Contractor. D. The testing laboratory has no authority to stop the Work. 1..9 THE CONTRACTOR RESPONSIBILITIES A. B. C. 1. .10 D. Deliver to the testing laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs. Cooperate with testing laboratory personnel, and provide access to the Work and to the manufacturer's facilitie~. Provide incidental labor and facilities to provide access to the Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples. Notify the Construction Manager and the testing laboratory 24 hours prior to expected time for operations requiring inspection and testing services. E. Employ services of a separate qualified testing laboratory and pay for additional samples and tests which are beyond the specified requirements. RETEST RESPONSIBILITY A. Where the results of required inspections, tests, or similar services prove unsatisfactory and do not indicate OS/20/91 TESTING LABORATORY SERVICES 01410 - 3 compliance with the requirements of the Contract Documents, the retests shall be the responsibility of the Contractor regardless of whether the original test was the Contractor's responsibility. B. Retesting of the work revised or replaced by the Contractor is the Contractor's responsibility where required tests were performed on original work. Costs and fees for retesting shall be paid by the Contractor. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ************** END OF SECTION 01410 OS/20/91 TESTING LABORATORY SERVICES 01410 - 4 SBCTIOK 01510 TEMPORARY UTILITIBS PART 1 - GENERAL 1.1 A. SUMMARY section includes: 1. Temporary utilities required for construction. PART 2 - PRODUCTS 2.1 A. 2.2 A. MATERIALS - GENERAL Materials shall be new, adequate in capacity for the required usage, not create unsafe conditions, not violate requirements of applicable codes and standards, and comply with NEC Art. 305 - Temporary Wiring. TEMPORARY ELECTRICITY The Temporary Power Contractor shall furnisl'i, install and maintain, temporary electric power service for construction needs throughout the construction period and shall remove such service on completion of the work. 1. Primary temporary electrical feeder will be provided, including 3 transformers located per drawing 1510- TP and as ,follows: a. Front Gate. b. Main Building Noctheast Corner. c. Subcontractor Job Trailer Area. 2. At Front Gate transformer location, the temporary power contractor shall install a meter, mast, and main breaker panel Nema 3R, per Detail "A" attached. The final location of each panel shall be approved by the Construction Manager. 3. Distribution panel shall be provided by the temporary power contractor per drawing 1510 - TP and as follows: a. Front gate area serving the constructio~ manager trailer, guard shack and area lights. (20 ckt. min.) 4. Power centers for miscellaneous tools and equipment used in the Work will be provided by the Temporary OS/22/91 01510 - 1 TEMPORARY UTILITIES Power Contractor as follows: a. distribution boxes with minimum of four double- duplex 15 Amp, 120-Volt grounded outlets, with GFCI Protection for personnel, and one 50 Amp, 240 Volt, 3 wire grounded outlet. See Detail "B". b. located so that power is available at any point of use with not more than 100 ft. power cords. c. minimum: one power center on each floor. d. circuit-breaker protection for each outlet. e. One panel each for Building Areas A,B,C,D,E,F,K,L,M,N,O,P and Q. 5. The capacity of each power center in 4. above shall be 120/240 volts single phase, minimum 50 Amps. 6. The Trade Contractors shall notify the Temporary Power Contractor when unusually heavy loads, such as for welding and other equipment with special power requirements, will be connected so that the Temporary Power Contractor can notify the power company. 7. Any Trade Contractor requiring service of capacity or characteristics other than that specified shall arrange and pay for the additional service. 8. The Temporary Power Contractor shall furnish, install, and maintain all equipment and wiring required to distribute the power, up to and including the power services. 9. The Temporary Power Contractor shall pay all costs of installation, maintenance, and removal of temporary services. 10. The Construction Manager will pay the costs of power needed, including deposits and fees associated with City Electric. 11. Materials shall be new, and must be adequate in capacity for required usage, and must not violate the requirements of applicable codes and standards. Materials used for temporary service shall not be reused in the permanent system. 12. The Temporary Power Contractor shall comply with all applicable requirements specified in National Electric Code Art. 305 when install ing the temporary electric power service, shall maintain the system to provide continuous service and shall modify and OS/22/91 TEMPORARY UTILITIES 01510 - 2 ~'-,,""I::I .. .._-..r._____...._....-4___..",...._._......._.~-__ _.,_._' ..--'........".___"..... ... extend the service as the progress of the Work requires. 13. Wiring for Trade Contractor field offices and sheds shall be installed by the Temporary Power Contractor and paid for by the Trade Contractor requiring the service. 14. The Temporary Power Contractor shall completely remove all temporary materials and equipment at Project Completion. Underground lines may be disconnected and abandoned in place with approval of the Construction Manager. 15. Feeders to distribution panels from distri.bution shed shall be 400 feet maximum length, with two hot legs and one neutral of the same size as per NEC Table 310-16 and Article 210-19a FPN. 16. Circuits to Power Centers from Distribution Panels shall be installed per NEC Art. 305. 17. Feeders and Branch circuits in 15. and 16. above shall be protected from physical damage. 18. See Detail "C" requirements. for temporary power shed 2.3 TEMPORARY SITE LIGHTING The Temporary Power Contractor shall install and maintain area lights on the meter poles as shown in Detail "A", 2 lights per pole, 6 total. Temporary Lighting required for construction will be by others, except that the power will come from the panels and power centers covered under section 2.2 TEMPORARY ELECTRICITY. 2.4 TEMPORARY TELEPHONE SERVICE A. The Temporary Power Contractor shall be responsible for arranging with local telephone service company, to provide telephone service at the construction site. service required: 1. Three lines in Construction Manager's Field Office. 2. Two pay phones. Costs of maintenance and service will be paid by Construction Manager. B. Each Trade Contractor shall be responsible for arranging with the local telephone service company to provide OS/22/91 TEMPORARY UTILITIES 01510 - 3 telephone service at the construction site for the use of his personnel and employees. The Trade Contractor shall pay all costs for installation, maintenance, removal and service charges for such service. The Construction Manager will not act as an answering service for Trade Contractor's personnel and employees, and Trade Contractor's personnel and employees will not be permitted to utilize the Construction Manager's phones except in cases of an emergency. 2.5 CONTINUING TEMPORARY ELECTRICITY MAINTENANCE 2.6 A. At the option of the Owner, the Temporary Power Contractor shall provide a minimum of 1 person full time for the duration of the construction, estimated to be 18 months. This person will maintain, relocate and repair the temporary utilities covered under Articles 2.2, 2.3 and 2.4. The bid for this work shall be based on an hourly rate for licensed electrician. TEMPORARY LIGHTING The Electrical Trade Contractor will be responsible for the installation of the permanent electrical system and shall also furnish, install and maintain temporary lighting for construction needs throughout the construction period and shall remove such temporary lighting on completion of the Work. 1. Temporary artificial lighting shall be provided in enclosed Work areas and all other work areas when natural lighting does not meet minimum requirements. Temporary artificial lighting in Work areas shall produce uniform illumination of,20~foot candles. 2. Any Trade Contractor requiring temporary lighting in addition to that specified, including lighting for security, temporary offices, storage, shops and other construction buildings, shall arrange and pay for such ~dditional temporary lighting. 3. Power requirements and source will be coordinated with Article 2.2 above. 4. The Electrical Contractor shall comply with the applicable requirements specified in sections of Division 16 - Electrical. Materials shall be new, and must be adequate for required usage, and must not violate requirements of appl icable codes and standards. 5. Receptacles, fixtures and controls shall be standard products, meeting UL standards. 6. The EI ectr ical Contractor shall comply with all applicable requirements specified in sections of Division 16 Electrical, when installing the OS/22/91 01510 - 4 TEMPORARY UTILITIES -,..... .---..----.' - .. ..... -.-------. 2.7 A. B. C. D. 2.8 ...... _.................,......... i_,._._.~.~~_'.'........._ 4_ 6...... A _.- temporary lighting, shall locate fixtures to provide full illumination of required areas, shall maintain the system to provide continuous service, and shall modify and extend the service as the progress of the Work requires. 7. The Electrical Contractor shall completely remove temporary materials and equipment at Project Completion, except for high voltage underground. TEMPORARY WATER Site Plumbing Contractor will arrange service company, to provide water for purposes. Site Plumbing Contractor will provide temporary water at locations of two (2) fire hydrants on fire water loop as directed by Construction Manager; fire water loop will be charged to provide construction water. with utility construction The Construction Manager will pay for water used for temporary construction purposes. E. Building Plumbing Contractor will maintain temporary water systems, and w~ll remove temporary water appurtenances at completion of project. Each Trade Contractor shall be responsible for providing any additional water (if needed) for construction purposes. In addition, each Trade Contractor is responsible for providing potable drinking water for his personnel and employees, as well as suitable containers, ice and salt tablets in sufficient quantity to meet the needs of his labor force. TEMPORARY HEATING, COOLING AND VENTILATING Each Trade Contractor shall be responsible for providing, and operating and maintaining temporary heating, cooling and ventilating, as required, to maintain adequate environmental conditions to facilitate the progress of his Work; to meet minimum condition for the installation of materials; and to protect materials and finishes from damage due to temperature or humidity. Each Trade Contractor, subject to the approval and direction of the Construction Manager, shall: 1. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors, or gases. . OS/22/91 01510 - 5 TEMPORARY UTILITIES 2. If portable heaters are required, utilize only UL approved units complete with controls. 3. Insure that all safety devices specified for operation of equipment are functioning properly. 4. Pay all costs of providing, operating, maintaining, and removing such temporary heating, cooling, and ventilating equipment as may be required. The foregoing obligations of the Trade Contractor are in addition to his obligations under Article 10 of the General Conditions. 2.9 TEMPORARY SANITARY FACILITIES A. The Owner will provide sanitary facilities in compliance with laws and regulations. B. The Owner will service, clean and maintain facilities and enclosures. 2.10 TEMPORARY FIRE PROTECTION The Trade Contractor responsible for the installation of the permanent fire protection system shall furnish, install and maintain temporary fire protection equipment, materials, supplies and service within the buildings throughout the construction period in accordance with the requirements of all applicable codes and standards. Each floor shall have a temporary fire protection system. Each Trade Contractor will be responsible for fire protection required for his own work. OS/22/91 TEMPORARY UTILITIES 01510 - 6 2.11 A. B. C. .._._.....-,...~..-.... --.-...-.---...- ..............- REMOVAL Completely remove temporary materials and equipment when their use is no longer required. Clean and repair damage caused by temporary installations or use of temporary facilities. Restore permanent facilities used for temporary services to specified condition. 1. Prior to final inspection, the Trade Contractor responsible for the permanent building lighting system, shall remove temporary lamps and install new lamps. 2. The Trade Contractor responsible for the building mechanical system shall replace filters and worn or consumed parts of mechanical equipment. *************** END OF SECTION 01510 , TEMPORARY UTILITIES 01510 - 7 OS/22/91 -,--- r I r~. I I 11'1 '~ -l-- . I . i 'c .- l'1 !2-1i.. , TYDical 120/240 Volt Meter Detail "A" :.. Transformer Pole By Others 100 W H.P.S. ABCA Light w/ P.E. Control 20' +/- M.H. (2 per pole) . 4-- , 3.3/0 in 2" Rigid ;1 ~ ----- City Electric Meter ~r::---------------' 100 Amp Main Breaker, or - 100 Amp Distribution Panel ,~ Main Beaker (Note 1) ------ 8' Driven Ground per N.E.C. with Note 1 - Mount main and panel on 3/4 COX plywood and mount plywood to pole. Detail "s" c---~- ..___..~___~ 12/2 Romex to Lighting Stringers Typical -~ rn. - ----- __- 50 Amp Sub Feed Panel Typical __________12/2 Romex Typical I ~i' !~ .' -- I . I o ~C:>I , I- ~ ~ ~. .. -- , 4" Sq Box & Industrial Cover Typical :..- 4' x 4' 1/2" Plywood Back Board Typical ~I ~L-I I l I I 1 . ~! _n~81 I ._1 50 Amp Tripex Feeder Typical ote: Construction E.C. to provide, install and maintain area stringer lightinS from existing temporary elect. See 2..3 of 01510 Temp. utilities Spec. . _ _..._.._........ .~..' . ........ ..-w.-...'_,__. ..._ ...._'_.._._.~a.._.... .~. ...-......--.-'- Detail "C" Size all conduit, conductors, grounds, etc. to NEC Standards, install per Art 305. Provide 8' X 6' X 7' high wood shed minimum with 1 4' fluorescent, locking access door, weatherproof' ventilated fan. \ ~~.' - r--- --,---- ~~'\ ;. C:l"Oll~<;n..-J I ~ ~-- ftllC . , Pll";~l .~. 1.. -- I,.. - ,.' ~t'.~. A L 3CC A ---.----] T"''''' ~::,~ ,., ~ ;1 '2,,'_; 1(,'- FHj5 -~ S J!> P~..~_. <!ECf~ 'T= -., -, ~ " "';.. ~ , ~ 1\-' -:- 1 I !: 1 : , 1 I J L-.~. Panel "A" - 3 phase 4 wire 480/277 volt Nema 1 surf mt Panel Board 600 ; 2. branch ckt, 600 amp main ckt breaker' 1-300 amp branch cb 3-phase. Transformer - Sq D #225T3H or equal 480 Primary (Delta) - 120/208 Y secondary Panel "B" - 3 phase 4 wire 120/208 volt Nema 1 surf mt Panel Board 600 amp MeB with 18 2 pole 50 amp branch circuit breakers , 1 sp/20 amp. . i: II ' ~ . I ... Panel "e" - (At trailer staging area) 400 amp.MCB Nema 3R 42 circuit Panel Boarl with 20 2 pole 50 amp ckt breakers 120/208 3-phase. Note: All materials become the property of the Owner at completion of th project. r-4 ~ .. ., . Q - Q - - CI) -g ... " C. =' O~ ... 0 0\ ~ CftS QI 0 >.... .... 0. "'>t O+l "01 Q) ,c (/) +l o Q) ~ Q) J:: Q) +J ~ o r-4 r-4 ttl :l Q) '0 .... tJ) /' // ~ . / .~. -r ..-,. - .~ --, . - -- -. \ ' ) - , 7(---- /" /' " ~~ " . . 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': ;, . ~ ;. -r-- --,. .. e (' " . ~.. ~ ~ :i .. \ o () V "- ..l,;- ~" SBCTION 01520 CONSTRCCTION AIDS PART 1 - GENERAL 1.1 SUMMARY A. section includes: 1. Construction aids 2. Temporary enclosures 1.2 REQUIREMENTS OF REGULATORY AGENCIES B. Comply with Federal, regulations. State and local codes and PART 2 - PRODUCTS 2..1 MATERIALS - GENERAL . A. Materials may be new or used, suitable for the intended use and shall not violate requirements of applicable codes and standards. 2..2 CONSTRUCTION AIDS A. Each Trade Contractor shall be responsible for furnishing, installing, maintaining, and removing on completion of the Work all scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, chutes, and other such facil i ties and equipment required by his personnel to insure their safety and facilitate the execution of the Work. 1. Each Trade Contractor shall comply with all Federal, State and local codes, laws and regulations governing such construction aids. 2. Each Trade Contractor shall relocate such construction aids as required by the progress of construction, by storage or work requirements, and to accommodate the legitimate requirements of the Owner or Construction Manager or other separate contractors employed at the site. 3. Each Trade Contractor shall completely remove temporary scaffolds, access, platforms, and other such materials, facilities, and equiprnentr at the completion of the Work or when construction needs can be met by the use of the permanent construction, 04/09/91 CONSTRUCTION AIDS 01520 - 1 provided the Construction M~nager has approved and authorized such use. Each Trade Contractor shall clean up and shall repair any damage caused by the installation or by the use of such temporary construction aids. Each Trade Contractor shall restore any permanent facilities used for temporary purposes to their specified condition. The foregoing obligations of the Trade Contractor are in addition to his obligations under Article 10 of the General Conditions. 2..3 TEMPORARY ENCLOSURES A. The Trade Contractor responsible for installing the permanent closure in an opening in an exterior wall shall be responsible for installing, maintaining, and removing, as the Work progresses, a temporary weather-tight enclosure for that opening as necessary to provide acceptable working conditions, to provide weather protection for interior materials, to allow for effective temporary heating, and to prevent entry of unauthorized persons. 1. Each Trade Contractor shall install such temporary enclosures as soon as is practical after the opening is constructed or as directed by the Construction Manager. 2. Temporary enclosures shall be removable as necessary for the Work and for handling of materials. 3. Temporary enclosures shall be completely removed when construction needs can be met by the use of the permanent closures. 4. The, T,rade Contractor responsible for providing, maintaining, and removing the temporary enclosure shall clean and shall repair any damage caused by the installation of such enclosure. 5. Each Trade Contractor shall remain responsible for insuring that his work, material, equipment, supplies, tools, machinery, and construction equipment is adequately protected from damage or theft and shall provide, maintain and remove such additional temporary enclosures as may be deemed necessary. The foregoing obligations of the Trade Contractor are in addition to his obligations under Article 10 of the General Conditions. **************** END OF SECTION 01520 04/09/91 CONSTRUCTION AIDS 01520 - 2 8BCTIOB 01550 ACCESS ROADS AND PARKING AREAS A. Each Trade Contractor shall be responsible for installing and maintaining, until the completion of his Work any temporary access roads or parking facilities required by his Work, other than that which has been provided by the Owner. B. Any Trade Contractor excavating across an access road or parking area shall backfill and compact his excavation and resurface the road or parking area to match the existing surface. The Trade Contractor shall comply with all applicable Specifications when so doing. 04/09/91 ACCESS ROADS AND PARKING AREAS 01550 - 1 SECTION 015'0 TEMPORARY CONTROLS PART 1 - GENERAL 1..1 SUMMARY A. Section Includes: 1. Water control 2. Dust control 3. Erosion and sediment control 4. Pollution control B. Related sections: 1. SCOPES OF WORK 1..2 WATER CONTROL A. site Grading Contractor shall grade site to drain. B. Protect site from puddling or running water. water barriers to protect site from soil Maintain excavations free of water. Provide, and maintain pumping equipment. Provide erosion. operate, 1..3 DUST CONTROL A. Execute the Work by metho,ds to minimize raising dust from construction operations. B. Provide positive means to prevent airborne dust from dispersing into atmosphere. 1..4 EROSION AND SEDIMENT CONTROL A. Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. B. Minimize amount of bare soil exposed at one time. C. Provide temporary measures such as berms, dikes, and drains, to prevent water flow. D. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. OS/20/91 TEMPORARY CONTROLS 01560 - 1 E. Inspect earthwo,rk to detect evidence of erosion and sedimentation: promptly apply corrective measures. 1..5 POLLUTION CONTROL A. Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Two (2) 30 c.y. trash containers will be provided by the Owner. The Masonry Contractor shall be responsible to provide his own trash dumpsters for masonry waste disposal. Trash containers shall be located in trash accumulation areas designated by the Construction Manager. Each Contractor each day shall collect and deposit in the containers, all rubbish, waste materials, debris, and other trash from his operations, (excluding masonry), including any trash generated by his employees during lunch periods or coffee breaks. *************** END OF SECTION 01560 OS/20/91 TEMPORARY CONTROLS 01560 - 2 SECTION 01590 FIELD OFFICES AND SHEDS A. The Trade Contractor, if he deems it necessary, may furnish, install, and maintain a temporary field office for his use and the use of his employees during the construction period. B. The Trade Contractor shall furnish, install, and maintain temporary storage and work sheds to adequately protect his work, materials, equipment, supplies, tools, machinery, and construction equipment from damage and theft. C. The Trade Contractor shall arrange his field office and sheds so as not to interfere with the construction. The locations of field offices and sheds shall be coordinated with the Construction Manager. The type, size and location of field offices and sheds is subject to approval by the Construction Manager. D. The Trade Contractor shall arrange and pay for temporary electricity and telephone service for his field office and sheds, if he should require such services. E. The Trade Contractor shall relocate his field office and sheds as directed by the Construction Manager, at no ,additional cost to the Owner or Construction Manager. F. The Trade Contractor shall completely remove his field office and sheds on completion of the Work or when directed by the Construction Manager. The Trade Contractor shall remove all debris and rubbish and shall place the area in a clean and orderly condition. G. The Construction Manager as soon as reasonably possible will establish a field office on the site and will maintain such an office during the entire construction period. The Construction Manager's field office will not be used as field office by the Trade Contractor or his employees. ************** END OF SECTION 01590 04/09/91 FIELD OFFICES AND SHEDS 01590 - 1 SBCTION 01595 CONSTROCTION CLEANING PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Cleaning during progress of work. 1. .2 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains. PART 2 - PRODUCTS 2..1 MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the surf~ce material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. D. Sweet:ing compounds used in cleaning operations shall leave no residue on concrete floor surfaces that may affect installation of finish flooring materials. PART 3 - EXECUTION 3..1 DURING CONSTRUCTION A. Execute cleaning to keep the Work, the Site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris, resul ting from construction operations. . 04/09/91 CONSTRUCTION CLEANING 01595 - 1 B.. Provide on-site containers for the collection of waste materials, debris, and rubbish. c. Dispose of waste materials, debris and rubbish off the site. 3..2 DUST CONTROL A. Clean interior spaces prior to the start of the finish painting and continue cleaning on an as-needed basis until painting is finished. B. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly-coated surfaces. C. Handle materials in a controlled manner with as little handling as possible; do not drop or throw materials form heights. ************ END OF SECTION 01595 04/09/91 CONSTRUCTION CLEANING 01595 - 2 SECTION 01'00 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1 . Products 2. Transportation and handling 3. storage and protection 4. Security 1. . 2 PRODUCTS A. Products: means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. I C. Provide interchangeable components manufacturer, for similar components. of the same 1..3 TRANSPORTATION AND HANDLING A. The Trade Contractor shall be responsible for the transportation of all materials and equipment furnished under this contract. The Trade Contractor shall also be responsible for loading, receiving and Off-loading at the site all material and equipment installed un der this Contract, whether furnished by the Trade Contractor or the Owner. Unless otherwise provided, the Construction Manager will not accept delivery on behalf of the Trade Contractor for his materials and equipment. The Trade Contractor shall be responsible for coordinating the installation within the buildings of equipment that is too large to pass through finished openings. . B. Transport and handle products in accordance with manufacturer's instructions. . 04/09/91 MATERIAL AND EQUIPMENT 01600 - 1 C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. D. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1..4 STORAGE AND PROTECTION The Trade Contractor shall be responsible for the proper storage of all materials, supplies, and equipment to be installed under this Contract. Materials stored on site but not adequately protected will not be included in estimates for payment. Except for materials stored within designated and approved storage sheds, vans, or trailers, the Trade Contractor shall not bring onto nor store in any manner at the site any materials and equipment which will not be incorporated into the permanent Work within seven (7) days from the delivery date. The Trade Contractor shall be responsible for arranging and'paying for the use of property off the site for storage of materials and equipment as may be required. 1..5 SECURITY A. Each Trade Contractor shall be totally responsible for the security of his work, mater-ials, equipment, supplies, tools, machinery, and construction equipment. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ************* END OF SECTION 01600 04/09/91 MATERIAL AND EQUIPMENT 01600 - 2 SBCTION 01'30 POST-BID SUBSTITUTIONS PART 1 - GENERAL 1.1 SUMMARY A. section includes: 1. Post-bid substitutions 1.2 SUBSTITUTIONS A. Base Bid shall be in accordance with the Contract Documents. B. After the end of the bidding requests will be considered only 1. Product unavailability 2. Other conditions beyond Contractor. period, substitution in the case of: the control of the c. Submi t a separate request for each substitution. Support each request with the following information: 1. Complete data substantiating compliance of proposed substitution with requirements stated in Contract Documents: a. Product identification, including manufacturer's name and address. b. ManUfacturer's' li~erature, identifying: 1) Product description. 2) Reference standards. 3) Performance and test data. c. Samples, as applicable. d. Name and address of similar projects on which product has been used and date of each installation. 2. Itemized comparison of the proposed substitution with product specified, listing significant variations. 3. Data relating to changes in construction schedule. 4. Effects of substitution on separate contracts. 5. List of changes required in other work or products. 6. Accurate cost data comparing proposed substitution with product specified. a. Amount of net change to Contract Sum. 7. Designation of required license fees or royalties. 8. Designation of availability of maintenance services, 04/09/91 POST-BID SUBSTITUTIONS 01630 - 1 sources of repl3cement materials. D. Substitutions will not be considered for acceptance when: 1. A substitution is indicated or implied on shop drawings or product data submittals without a formal request from Bidder. 2. Acceptance will require substantial revision of Contract Documents. 3. In judgement of Architect or Construction Manager, the substitution request does not include adequate information necessary for a complete evaluation. 4. Requested directly by a subcontractor or supplier. E. Do not order or install substitute products without written acceptance of Construction Manager. F. Architect will determine acceptability of proposed substitutions. G. No verbal or written approvals other than by Change Order will be valid. 1..3 CONTRACTOR'$ REPRESENTATION A. In making formal request for substitution the Contractor represents that: 1. The proposed product has been investigated and it has been determined that it is equivalent to or superior in all respects to the product specified. 2. The same warranties or bonds will be provided for the substitute product as for the product specified. 3. Coordination and installation of the accepted substitution into the Work will be accomplished and changes as may be required for the Work to be complete will be accomplished. 4. Claims for additional costs caused by substitution which may subsequently become apparent will be waived by the Contractor. S. Compl~te cost data is attached and includes related costs under the Contract, but not: a. Costs under separate contracts. b. Architect's costs for redesign or revision of Contract Documents. 1..4 POST-BID SUBSTITUTION FORM A. The form is attached to this section. B. Substitutions will be considered only when the attached form is completed and included with the submittal with back-up data. 04/09/91 POST-BID SUBSTITUTIONS 01630 - 2 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ." . ........., . ~H... ._.....~ ...~._.........,.~..,...._ _...~,. .~_,................__........_.,..... ......_..._..... ... _ 04/09/91 01630 - 3 POST-BID SUBSTITUTIONS TO: Project Architect HANSEN LIND MEYER INC. c/o Morrison-Knudsen/Gerrits P.O. Box 5283 5090 Jr. College Road, Key West, Fl. 33040 (305)292-7845 FAX (305)292-9697 We hereby submit for your consideration the following product instead c the specified item for the above project: DRAWING NO. DRAWING NAME SPEC. SEC. SPEC. NAME PARAGRAPH SPECIFIED ITEM Proposed Substitution: Attach complete information on changes to Drawings and/or Specificatior which proposed substitution will require for its proper installation. Submit with request necessary samples and substantiating data to prov equal quality and performance to that which is specified. Clearly mar manufacturer's literature to indicate equality in performance. The undersigned certifies that the function, appearance and quality ar of equal performance and assumes liability for equal performance, equa design and compatibility with adjacent materials. Submitted By: - Title signature Firm Address Telephone Date Signature shall be by person having authority to legally bind his firm t the above terms. Failure to provide legally binding signature will resul in retraction of approval. For use by the Architect: Recommended Recommended as noted - - For use by the Owner: _Approved ____Not Recommended ____Received too late _Insufficient data received ____Not Approved ____Approved as noted By By Date Date .... -~ --- .-.~~~.....~~- -----~-_.,--~- rill in Blanks Below: A. Does the substitution affect dimensions shown on Drawings? Yes No If yes, clearly indicate changes. B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? Yes No If no, fully explain: C. What effect does substitution have on other Contracts or other trades? o. What effect does substitution have on construction schedule? E. Manufacturer's warranties of the proposed and specified items are: Same Different. Explain: F. Reason for Request: G. Itemized comparison of specified item(s) with the proposed substitution; list significant variations: H. This substitution will amount to a credit or extra cost to the Owner of: dollars ($ ) . I. Designation of maintenance services and sources: (Attach additional sheets if required.) **************** END OF DOCUMENT 01630 SBCTION 01'50 STARTING OF SYSTEMS PART 1 - GENERAL l..l SUMMARY A. Section includes: 1. Starting systems 2. Demonstration and instructions 3. Testing, adjusting, and balancing B. Related sections: 1. SECTION 01700 - CONTRACT CLOSEOUT 1..2 STARTING SYSTEMS A. Coordinate schedule for start-up of various equipment and systems. B. Notify the Construction Manager seven days prior to start-up of each item. C. verify that each piece of equipment or system .has been checked for proper lubrication, drive rotation, belt tension, control sequence, or other conditions which may cause damage. D. Verify that tests, meter readings, and speciLied electric~l characteristics agree with those required by the equipment or system manufacturer. E. Verify wiring and support components for equipment are complete and tested. F. Execute start-up under supervision of responsible manufacturer's representative in accordance with manufacturer's instructions. G. Execute start-up under supervision of the responsible Contractors' personnel in accordance with manufacturer's instructions. H. When specified in individual Specification Sections, require manufacturer to provide authorized representative to be present at the site to inspect, check and approve equipment or system installation prior to start-up, and 04/09/91 STARTING OF SYSTEMS 01650 - 1 ~ .'. ..... --0- _~ to supervise placing equipment or system in operation. 1. Submit a certified written report that equipment or system has been properly installed and is functioning correctly. PART 2 - PRODUCTS Not Used ~ART 3 - EXECUTION Not Used ************** END OF SECTION 01650 04/09/91 STARTING OF SYSTEMS 01650 - 2 SECTION 01'70 SYSTEMS DEMONSTRATIONS PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Procedures for demonstration of equipment operation and instruction of the Owner's personnel. 1..2 QUALITY ASSURANCE A. When specified in individual Sections, provide manufacturer's authorized representative to demonstrate operation of equipment and systems, instruct the Owner's personnel and provide written report that demonstrations and instructions have been completed. B. The Owner will provide list of personnel to receive instructions, and will coordinate their attendance at agreed-upon times. 1. .3 SUBMITTALS A. Submit preliminary schedule for the Owner's approval, listing times and date for demonstration of each item of equipment and each system, two weeks prior to proposed dates. ' B. Provide operating and maintenance manuals to owner (4) weeks prior to demonstrations. C. Submi t reports wi thin one week after completion of demonstrations, that demonstrations and instructions have been satisfactorily completed. Give time and date of each demonstration, and hours devoted to demonstration, with a list of persons present. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION 3..1 PREPARATION 04/30/91 SYSTEMS DEMONSTRATIONS 01670 - 1 A. Verify equipme~t has been inspected altd put operation: testing, adjusting, and balancing has performed: and equipment and systems are operational. into been fully B. Have copies manuals at instructions. of completed operation and maintenance hand for use in demonstrations and 3..2 DEMONSTRATION AND INSTRUCTIONS A. Demonstrate operation and maintenance of equipment and systems to the Owner's personnel two weeks prior to date of final inspection. For equipment requiring seasonal operation, perform instructions for other seasons within six months. B. Use operation and maintenance manuals as basis of instruction. Review contents of manual with personnel in detail to explain aspects of operation and maintenance. C. Demonstrate start-up, operation, control, adjustment, maintenance, servicing, trouble-shooting and shutdown of each item of equipment at agreed-upon times, at designated location. D. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instructions. 3..3 TIME ALLOCATED FOR INSTRUCTIONS A. The amount of time required for instruction on each item of equipment and system is specified in individual sections. ************** END OF SECTION 01670 04/30/91 SYSTEMS DH10NSTRATIONS 01670 - 2 SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1..1 SUMMARY A. section includes: 1. Closeout procedures 2. Adjusting B. Related sections: 1. SECTION 01027 - APPLICATION FOR PAYMENT 2. SECTION 01650 - STARTING OF SYSTEMS 3. SECTION 01730 - OPERATION AND MAINTENANCE DATA 4. SECTION 01740 - WARRANTIES AND BONDS 5. SECTION 08710 - FINISH HARDWARE 6. SECTION 11196 - SECURITY HARDWARE 1..2 PROJECT TERMINATION A. the Contract requirements are met when construction activities have successfully produced, in this order, these three terminal activities: 1. Substantial Completion 2. . Final Completion 3. 'Final Payment 1..3 SUBSTANTIAL COMPLETION A. Submi t to the Construction Manager when the Work is substantially complete: 1. A written notice that the Work, or designated portion thereof, is substantially complete. 2. A list of items to be completed or corrected (Punch List). 3. Request Substantial Completion Observation at a mutually agreeable date. 4. Certifications of systems and testing/balancing final reports. 5. Submit evidence of compliance with requirements of governing authorities: a. Certificate of Occupancy b. Certificates of Inspection: 1) Elevators 2) Mechanical systems 3) Electrical systems 04/09/91 CONTRACT CLOSEOUT 01700 - 1 .. ... .' . 4) K~tchen equipment 5) Fire protection system 6) Security system B. within a reasonable time after receipt of such notice, the Architect, the Construction Manager, the Contractor,and the Owner, will make an observation to determine the status of completion. C. Should the work be determined to not be substantially complete the following will occur: 1. The Construction Manager will promptly notify the Contractor in writing, giving the reasons. 2. The Contractor shall remedy the deficiencies in the Work, and send a second written notice of substantial completion. 3. The Work will be reobserved. D. When the Work is considered substantially complete, the following will occur: 1. The Construction Manager will prepare a certificate of Substantial Completion on AlA Form G704, accompanied by the Contractor's Punch List of items to be completed or corrected, as verified and amended. Contract responsibilities are not altered by inclusion or omission of required Work from the punch list. 2. The certificate will be executed by all parties and distribution made. E. complete or correct items identified on the punch list and required by the Contract requirements wi thin time limit established by the cer~ificate. 1..4 FINAL COMPLETION A. To attain final completion., the Contractor shall complete activities pertaining to substantial completion, complete Work on punch list items and su~mit written request to the Construction Manager for final inspection. B. When the Work is complete, the Contractor shall submit written certification that: 1. The Contract Documents have been reviewed. 2. Work has been inspected for compl iance with the Contract Documents. 3. Work has been completed in accordance with the Contract Documents. 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational. 04/09/91 CONTRACT CLOSEOUT 01700 - 2 S. Work is completed and ready for final observation. C. The Architect, the Construction Manager, the Contractor and the Owner will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. D. Should the Work be considered incomplete or defective: l. The Construction Manager will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. The Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to the Construction Manager that the Work is Complete. 3. The Work will be reinspected. E. When.the Work is acceptable under the Contract Documents the Contractor shall make closeout submittals. 1..5 THE CONTRACTOR'S CLOSEOUT SUBMITTALS TO THE ARCHITECT A. proj ect Record Documents: 01720. to requirements of SECTION B. Operating and maintenance data, instructions to the Owner's personnel: to requirements of SECTION 01730. C. Keys and keying schedule: 08710 & 11196. to requirements of SECTION D. Spare parts and maintenance materials: to requirements of individual sections. E. Evidence of payment and release of liens: to requirements of General and Supplementary Conditions. 1..6 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the Architect. B. statement shall reflect adjustments to the Contract Sum: 1. The original Contract Sum 2. Additions and deductions resulting from: a. Previous Change Orders b. Allowances c. Unit Prices d. Deductions for uncorrected Work e. Penalties and bonuses f. Deductions for liquidated damages g. Deductions for reinspect ion payments 04/09/91 CONTRACT CLOSEOUT 01700 - 3 h. Other adjustments 3. Total Contract Sum, as adjusted 4. Previous paYments 5. Sum remaining due C. The Construction Manager will prepare a final Change Order, reflecting adjustments to the Contract Sum which were not previously made by Change Orders. 1..7 FINAL APPLICATION FOR PAYMENT A. The Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. PART 2 - PRODUCTS Not used PART 3 - EXECUTION Not used ***************** END OF SECTION 01700 04/09/91 CONTRACT CLOSEOUT 01700 - 4 SECTION 01710 PIIlAL CLEANING PART 1 - GENERAL 1..1 SUMMARY A. Section includes: 1. Cleaning at completion of Work 1..2 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on the Project Site. 2. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains. PART 2 - PRODUCTS 2..1 MATERIALS A. Use only those cleaning materials. which will not create hazards to health or property ~~ich will not damage surfaces. " or. '.'~ B. Use only these cleaning materials and methods recommended by manufacturer on the surface material to be cleaned. c. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 - EXECUTION 3..1 DUST CONTROL A. Handle materials in a controlled manner with as little handling as possible. 3..2 FINAL CLEANING A. Employ skilled workmen for final cleaning. B. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials form . 04/09/91 FINAL CLEANING 01710 - 1 sight-exposed interior and exterior surfaces. C. Wash and shine glazing and mirrors. D. Polish glossy surfaces to a clear shine. E. Dust cabinetwork and remove markings. F. Vacuum as needed. G. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds. H. Prior to final completion, or the Owner occupancy, conduct an inspection of sight-exposed interior surfaces, exterior surfaces and work areas, to verify that the entire Work is clean. I. Clean tunnels and closed off spaces of packing boxes, wood frame members and other waste materials used in the Construction. J. Internally clean the entire system of p~p~ng and equipment. Open dirt pockets and strainers, completely blowing down as required and clean strainer screens of accumulated debris. K. Drain tanks, fixtures and pumps to be free of sludge and accumulated matter. L. Remove temporary labels and stickers from fixtures and equipment. Do not remove permanent name plates, equipment model numbers and ratings. M. Thoroughly clean heating and air conditioning equipment, tanks, pumps and traps. Install or thoroughly clean filters or filter media, including: 1. The cleaning of permanent filters and the replacement of disposable filters if units were operated during construction. 2. The cleaning of ducts, blowers, and coils if the units were operated during construction. N. Remove from the Site all facilities of items installed or used for temporary purposes during construction. O. Restore all adjoining areas to their original or specified condition. **************** END OF SECTION 01710 04/09/91 FINAL CLEANING 01710 - 2 SECTION 01720 PROJECT RBCORD DOCOXENTS pART 1 - GENERAL l..1 SUMMARY A. Section includes: 1. Maintain at the job site one copy of: a. Record Contract Drawings b. Record Project Manual c. Coordination drawings d . Addenda e. Reviewed shop drawings f. Change Orders g. Other modifications to the Contract h. Field test records 1. . 2 GENERAL A. Store documents in cabinets in temporary field office, apart from documents used for construction~ B. Maintain documents in clean, dry, legible condition. C. Do not use Project Record Documents for construction purposes. D. Make documents available for inspection by the Construction Manager, the Architect and the OWner. E. Failure to maintain documents up-to-date will be cause for withholding payments. F. Obtain from the Constru~tion Manager (at no charge) two sets of the Contract Documents for Project Record Documents including: 1. Specifications with all addenda. 2. Two complete sets of black line prints of all Drawings. l. . 3 RECORDING A. Label each docunent "Project Record". B. Keep record documents current. OS/20/91 PROJECT RECORD DOCUMENTS 01720 - 1 C. Do not permanently conceal any work uTAtil required ,information has been recorded. D. Contract Drawings: 1. Required information may, as an option, be entered on a "working set" and then at completion of Project transfer the information to final submitted "Project Record" set. 2. Legibly mark to. record actual construction: a. Depths of various elements of foundation in relation to survey data. b. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. c. Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure. d. Field changes of dimension and detail. e. Changes made by Change Order or Construction Change Directive. f. Details not on original Contract Drawings. ; E. Specifications and Addenda: 1. Legibly mark up each Section to record: a. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. b. Changes made by Change Order or Construction Change Directive. c. Other items not 'originally specified. F. Conversion of schematic layouts: 1. Arrangement of conduits, circuits, pJ.pJ.ng, ducts and similar items are in most cases shown schematically on the Drawings. . 2. Leqibly mark to record actual construction: a. Dimensions accurate to within 1" on the centerline of items ahown schematically. b. Identify each item, for example, "cast iron drain" "galvanized water". c. Identify location of each item, for example, "under slab", "in ceiling plenum", "exposed". 3. The Construction Manager may waive requirements of schematic layout conversion, when in his opinion, it serves no beneficial purpose. Do not, however, rely on waivers being issued except specifically issued by the Construction Manger in writing. 1..4 SUBMITTAL OS/20/91 PROJECT RECORD DOCUMENTS 01720 - 2 A. At completion of Project, deliver Project Record Documents to the Construction Manager prior to request for final payment. B. Accompany submittal with transmittal letter, in duplicate, containing: l. Date 2. Project title and HLM Project number 3 . The Contractor's name and address, 4. Title and number of each record document S. certification that each document as submitted is complete and accurate. 6. Signature of the Contractor, or his authorized representative. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used *************** END OF SECTION Ol720 OS/20/91 PROJECT RECORD DOCUMENTS 01720 - 3 SECTION 01730 OPERATION AND MAINTENANCB DATA PART 1 - GENERAL 1..1 SUMMARY A. section includes: l. Format and content of manuals 2. Instruction of the Owner's personnel 3. Schedule of submittals B. Related sections: l. SECTION 01301 - SUBMITTALS 2. SECTION 01700 - CONTRACT CLOSEOUT 3. Individual specifications Sections: specific requirements for operation and maintenance data. 1..2 QUALITY ASSURANCE A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. 1. .3 FORMAT I A. Prepare data in the form of an instructional manual. B. Binders: commercial quality, 8-1/2" x 11" three-ring binders with hardback, cleanable, plastic covers; 1-1/2" maximum ring size. When multiple binders are used, correlate data into related consistent groupings. C. Cover: identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS: list title of the Project and separate building; identify subject matter of contents. D. Arrange content by systems under Section numbers and sequence of Table of Contents of these Specifications. E. Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment. F. Text: manufacturer's printed data, or typewritten data on 20 pound paper. G. Drawings: provide with reinforced punched binder tab. OS/20/91 OPERATION AND MAINTENANCE DATA 01730 - 1 Bind in with text; fold larger drawings to size of text pages. 1..4 CONTENTS, EACH VOLUME A. Table of Contents: provide title of the Project; names, addresses, and telephone numbers of the Construction Manager, the Architect, consultants, and the Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. B. For each product or system: list names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts. C. Product data: mark each sheet to clearly identify specific products and component parts, and data applicable' to installation. Delete inapplicable information. D. Drawings: supplement product data to illustrate. relations of component parts of equipment and systems, to indicate control and flow diagrams. Do not use the Project Record Documents as maintenance drawings. E. Type. text: as required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. F. Warranties and bonds: bind in copy o~ each. 1..5 MANUAL FOR MATERIALS AND FINISHES A. Building products, applied materials, and finishes: include product data, with catalog number, size, composition, and color and texture designations. Provide information for re-ordering custom manufactured products. B. Instructions for care and maintenance; include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance. C. Moisture protection and weather exposed products: include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair. D. Addi tional requirements; as specified in individual OS/20/91 OPERATION AND MAINTENANCE DATA 01730 - 2 product specification sections. 1..6 MANUAL FOR EQUIPMENT AND SYSTEMS A. Each item of equipment and each system: include description of unit or system, and component parts. Identify function, normal operating characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts. B. Panelboard circuit directories: provide electrical service characteristics, controls and communications. C. Include color coded wiring diagrams as installed. D. operating procedures: include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and special operating instructions. E. Maintenance requirements: include routine procedures and guide for trOUble-shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. F. .provide servicing and lubrication schedule, and, list of lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. J. Provide control diagrams by controls manufacturer as installed. K. Provide the Contractor's coordination drawings., with color coded piping diagrams as installed. L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide current list of prices, original manufacturer I s spare parts, and recommended quantities to be OS/20/91 OPERATION AND MAINTENANCE DATA 01730 - 3 maintained in st~rage. N. Include test and balancing reports. o. Additional requirements: as specified in individual product specification sections. P. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data. 1. .7 INSTRUCTION OF THE OWNER PERSONNEL A. Before final inspection, instruct the Owner's designated personnel in operation, adjustment, and maintenance of products, equipment, and systems, at agreed upon times. B. For equipment requiring seasonal operation, perform instructions for other seasons within six months. C. Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance. D. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction. 1. .8 SUBMITTALS A. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of the Work. The Construction Manager and Architect will review draft and return one copy with comments. B. For equipment, or component parts of equipment put into service during construction and operated by the Owner, submit documents within ten days after acceptance. C. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy will be returned after final inspection, with Construction Manager and Architect comments. Revise content of documents prior to final submittal. D. Submit two copies of revised volumes of data in final form within ten days after final inspection. OS/20/91 . OPERATION AND MAINTENANCE DATA 01730 - 4 PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used ************** END OF SECTION 01730 OS/20/91 01730 - 5 OPERATION AND MAINTENANCE DATA "-,-,;~;~~&~~{1r~z~;ri5~;ff~~~~. rl LN) NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE PROJECT NUMBER 90007.00 MAY 17, 1991 Hansen Lind Meyer 'nc. Suite 400 455 South Orange Orlando, Florida 32801 305 422.7061 ,,;::":: ~~';~~~~"~!i'l\f"~,;:' ~ r'''"''''-'i'~ ,~"'i"" -',~!tfi". .' DOCUMENT 00001 PROJECT MANUAL INDEX BIDDING REOUIREMENTS AND CONTRACT 'DOCUMENTS 00001 PROJECT MANUAL INDEX DIVISION 2 - SITEWORK 02100 SITE PREPARATION 02211 ROUGH GRADING 02215 FINISH GRADING 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES 02385 DRILLED CAISSONS 02510 ASPHALTIC CONCRETE PAVING 02644 WATER MAINS 02674 FIRE WELLS 02685 GAS DISTRIBUTION SYSTEM 02720 STORM SEWERAGE 02721 SEWER STRUCTURES 02730 SANITARY SEWERAGE 02930 LAWNS AND GRASSES 02955 TREE RELOCATION DIVISION 3 - CONCRETE 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST-IN-PLACE CONCRETE 03600 GROUT DIVISION 5 - METALS 05180 MISCELLANEOUS STRUCTURAL STEEL HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 00001-1 DOCUMENT 00001 PROJECT MANUAL INDEX DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07150 WATERPROOFING 07190 VAPOR RETARDER DIVISION 16 - ELECTRICAL 16010 ELECTRICAL GENERAL PROVISIONS 16111 CONDUIT SYSTEMS 16400 SERVICE AND POWER DISTRIBUTION SYSTEMS ********************* END OF DOCUMENT 00001 HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 00001-2 .;. , -- - .. : .,.. ..-.....-.~.... . Division 2 .Site Work )-t LNt Division 2 SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Clearing and grubbing B. Topsoil stripping and stockpiling C. Removal of trees D. Protection of trees indicated to remain. E. Protection of midden area. 1.2 JOB CONDITIONS A. Burning on site will not be permitted. All organic debris shall be removed from the site. B. Notify all pertinent utility companies 48 hours prior to digging for location of underground utility lines. C. Repair materials damaged during demolition procedures at no additional cost to Owner. D. Provide protection for adjacent areas before, during and following removal activities. PART 2 - MATERIALS 2.1 EXP~OSIVES A. Explosives will not be permitted on any portion of this work. 2.2 OTHER MATERIALS A. Provide all other materials, not specifically described but required for proper completion of the work of this Section, subject to,' review of Architect. PART 3 - EXECUTION 3.1 PREPARATION A. Notify Construction Manager two full working days prior to commencement of work of this Section. B. Materials to be removed other than Owner salvaged or Owner retained shall be the sole responsibility of this Section and must be removed from the site. C. Verify with the Construction Manager prior to the removal and disposing of materials involved in demolition process. 3.2 CLEARING AND GRUBBING A. Cut and/or remove all growth of tall weeds and grass before topsoil is stripped for salvage. Dispose of legally at an off-site location. B. Strip only those areas where grading is required as 'indicated by proposed contours on the drawings. C. Strip topsoil to whatever depth encountered, and in such manner so as to prevent intermingling with the underlying subsoil or other objectionable material. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02100-1 SECTION 02100 SITE PREPARATION D. Additional obstructions exposed as the result of clearing operations shall be removed. E. Stockpile topsoil in available area as directed by the Construction Manager. F. Shape stockpiles in a manner that they are relatively uniform. 3.3 TREE REMOVAL/PROTECTION A. Remove trees and shrubs, except those indicated to remain. Removal includes new and old stumps of trees and their roots, unless doing so endangers the life of plant material to remain. B. Trees or shrubs which are to remain in the construction area shall be protected from damage and maintained in healthy condition throughout the construction process. C. Protect the tops, trunks and roots of existing trees on project site that are to remain. Existing trees subject to construction damage sha 11 be boxed, fenced or otherwi se protected before any work is started;. remove protect i on when directed. Do not permi t heavy equipment or stockpiles within branch spread. Remove interfering branches without injury to trunks. D. Trees and palms under 6" in diameter at 12" above finished grade, and plants indicated to remain which are destroyed or receive excessive' damage during construction, shall be replaced in kind and size. E. Trees and palms over 6" in diameter at 12" above finished grade which are destroyed or receive excessive damage during construction shall be 'replaced in kind and size, or the following value will be deducted from monies due the Contractor: 1. $18.00 per cross sectional area in inches at 12" above finish grade per trunk. F. Refer to Section 02955 - TREE RELOCATION. 3.4 PROTECTION A. Protect midden area from excavation, damage and construction activity. ******************** END OF SECTION 02100 HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02100-2 SECTION 02211 ROUGH GRADING / PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Grade sub-soil and reform to grades, contours and levels. B. Rough grade for roadways, walks, curbs, gutters, parking areas, landscaped areas, and stormwater ponds. 1.2 EXISTING CONQITIONS A. Known underground, surface and aerial utility lines and buried objects are indicated on the Contract Documents. 1.3 PROTECTION A. Protect trees, plants and lawns, rock outcroppings and other features remaining as part of final landscaping. B. Protect bench marks and existing roads, and paving against damage from equipment and vehicular traffic. C. Protect aerial, surface, or underground utility lines or appurtenances which are to remain. D. Protect midden area from excavation and damage due to equipment and vehicular traffic. E. Repair damage. PART 2 - PRODUCTS 2.1 MATERIALS A. Excavated fill material: Soil free from roots, rocks larger than 3" and building debris. , B. Additional fill material: AASHTO Designation M145, soil classification group. PART 3 - EXECUTION 3.1 PREPARATION A. Establish and identify required lines, levels, contours and datum. B. Identify and mark entire midden area. No excavation can occur in this area unless directed otherwise by the Construction Manager. C. Maintain bench marks, monuments and other reference points. Reestablish if disturbed or destroyed, at no cost to Owner. D. Before start of grading, notify all pertinent utility companies 48 hours prior to digging for location of underground util ity 1 ines. Establish the location and extent of utillties in the work areas. E. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles and contours indicated. Provide subgrade surfaces parall el to fini shed surface grades. Provide uniform levels and slopes between new elevations and existing grades. F. Grade surfaces to assure areas drain away from structures and to prevent ponding and pockets of surface drainage. Provide subgrade surfaces free from irregular surface changes. HlM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02211-1 SECTION 02211 ROUGH GRADING G. Perform grading within branch spread of existing trees to remain by hand methods to elevations inqicated. Cut roots if necessary with an axe, and coat cut roots with tree paint. H. Grade at excavations to prevent storm-water from draining into excavated areas. 3.2 ROUGH GRADING A. Rough grade site to required levels, profiles, contours and elevations ready for finish grading and surface treatment. Maintain the following: 1. Paved areas - to below base material. 2. Areas to receive Finish Grading to 6ft below final grades. 3. All other areas - grade to elevation indicated. B. Prior to placing fill material over undisturbed subsoil, scarify surface to depth of 6 inches. C. Backfill and Compaction 1. All open or landscaped areas shall be placed in 8" lifts compacted to 9~ modified proctor. Testing frequency per lift shall be one test per 5000 sf. 2. All building pads and paving, plus 5 ft. beyond shall be backfilled or excavated and compacted in accordance with Section 02222 - EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES. 3.3 EROS.ION AND DUST CONTROL A. Provide erosion and dust control. B. Methods of erosion control may consist of any of the following or a combination thereof: seeding, mulching, baled straw, temporary silt fences. , C. Aquire all necessary permits and pay for all related fee. Contact agency having jurisdiction over this requirement. 3.4 SURPLUS MATERIAL A. Remove surplus materials from site. ******************** END OF SECTION 02211 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02211-2 SECTION 02215 FINISH GRADING PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Finish grading within limits shown, including adjacent transition areas to new elevations, levels and contours indicated. Provide uniform levels and slopes between new and existing grades. 1.2 SUBMITTALS A. Submit soil certification one week prior to commencing work. PART 2 - MATERIALS 2.1 TOPSOIL A. Topsoil stockpiled as specified under Section 02100 - SITE PREPARATION may be used to complete the finish grading and grassing operation or option to bring new topsoil onto the site from other sources at no additional cost to Owner. B. Reusable topsoil salvaged from the stripping operations or new topsoil brought onto the site shall meet the following requirements: 1. Fertile friable agricultural soil capable of sustaining vigorous' plant growth either excessively alkaline or acidic, suitable for growth of grass and plants, free from subsoil, clay lumps, objectionable weeds, litter, stones larger than 2" in diameter, stumps, root and other material that would interfere with planting and maintenance operations. 2. No topsoi 1 is to be graded, excavated or worked in muddy conditions. PART 3 - EXECUTION 3.1 GRADING A. Grading shall include the areas necessary to establ ish new grades required by the Grading Plan and such additional areas as are disturbed by construction storage, vehicle use and other construction operations including utility trenching, areas where excess fill is deposited, or where cutting is required to provide additional backfill material. B. New grades shown are designed to produce the required configuration of the site and do not necessarily represent a balance between cut and fi 11 . 1. Soil in excess of that required to produce the grades shown shall be removed from the site. 2. Additional soil required to produce grades shown shall be provided from legal off-site source. C. Earth fill for grading shall be Earth Backfill from cut areas on the site except that stone, concrete, brick and other inorganic material may be buried and compacted. Material larger than 2" in size shall HlM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02215-1 SECTION 02215 FINISH GRADING not be permitted in the upper 8" of fill or against waterproofing membranes or utility lines. D. Install grade stakes at not more than the 25' intervals both ways. 1. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given. 2. Adjust grades as necessary to provide positive drainage from buildi ng. 3. Finish grades shall not deviate from established elevations and true profile in excess of 1". E. Bring the entire Site Area to subgrades as follows: 1. For surfaced areas (building slab and paved areas) to the underside of the respective surfacing or base course, as fixed by the finished grades. 2. For balance of area, finished grade. F. The finished subgrade shall be brought to elevations indicated and sloped to drain water away from the building walls. Fill areas where settlement occurs to required elevations. G. Place a 4" (minimum) compacted depth of topsoil over areas involved in cut and fill operations. H. Place no topsoil in areas of sewers, water mains and other utilities until backfill has settled. I. Schedule topsoil final grading so that when complete it will not be damaged by subsequent construction activities. J. Leave topsoil free of stones and debris ready for further development. K. Manually install topsoil at trees to remain. Avoid damage to root system. ******************** END OF SECTION 02215 HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02215-2 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Excavate for structure and paved areas and stockpile subsoil on site. B. Shore and brace excavations as required. C. Place and compact fills to rough grade elevations. D. Dewater excavations. 1.2 REFERENCED STANDARDS A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. ASTM 01557 - Test for Moisture - Density Relationship of Soils Using 10 lb. Rammer in 18 Inch Drop. C. FOOT - Florida Department of Transportation - Roadway and Traffic Design Standards. 1.3 SITE COMPACTION TESTING A. Testing of compacted fill materials will be performed by an independent testing laboratory appointed and paid for per requirements of Division 1. Testing will be performed so as to least encumber the performance of work. B. When portions of work are completed and ready for testing, notify the test i ng 1 aboratory to perform dens i ty tests. Do not proceed wi th additional portions of work until results have been verified. C. If, during progress of work, tests indicate that compacted materials do not meet specified requirements, remove defective work, replace and retest at no cost to Owner. D. Ensure compacted fills are tested before proceeding with placement of surface materials. E. Testing Frequency 1. Building slab and paved areas: Minimum one test per 2500 sf per 1 i ft . 1.4 SUBMITTALS A. Submit minimum 10 pound samples of each type of fill material to be used. Provide samples to. testing laboratory, packed tightly in containers to prevent contamination. B. If recent test results are available for fill materials to be used, di sregard sampl es submi ssi on and submi t such test results to the testing laboratory. Such test results are to clearly indicate types of materials and composition, hardness, compactability and suitability for proposed usage. . 1. 5 PROTECTION A. Protect trees remaining as part of final landscaping. B. Protect bench marks and existing roads and paving against damage from equipment and vehicular or foot traffic. C. Protect midden area from excavation' and damage from equipment and vehicular or foot traffic. D. Protect excavations by shoring, bracing, sheet piling, underpinning, or other methods, as required to prevent cave-ins or loose dirt from falling into excavations. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02222-1 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES E. Notify Architect of unexpected sub-surface conditions and discontinue ,work in area until Architect provides notification to resume work. F. Grade around excavations to prevent surface water run-off into excavated areas. PART 2 - PRODUCTS 2.1 FILL MATERIALS A. Granular Fill: 1. Gravel: Angular pit run crushed natural stone; free from shale, clay, friable materials, and debris; graded within the following Hmns: Sieve Size % Passina 2" 1" 3/4" 5/8" 3/8" No. 4 No. 16 No. 40 No. 200 100 95 95 to 100 75 to 100 55 to 85 35 to 60 15 to 35 10 to 25 5 to 10 2. Pea Gravel:' C1 ean natural stone; free from clay, sha 1 e and organic matter; 1/4" to 1/2". 3. Sand: Clean natural river or bank sand; free from silt,. clay, loam, friable or soluble materials, and organic matter; graded within the following limits: Sieve Size % Passina No. 4 100 No. 14 10 to 100 No. 48 15 to 90 No. 100 4 to 30 No. 200 o to 5 B. On Site Soils: Limerock material excavated from the site sufficiently crushed to individual fragment sizes no greater than 2" in size. C. Fill Under Future Landscaped Areas: Free from alkali, salt, petroleum products. Use sub-soil excavated from site only if conforming to specified requirements. Silt material excavated from the site is not acceptable for use in this area. PART 3 - EXECUTION 3.1 PREPARATION AND LAYOUT A. Establish extent of excavation by area and elevation; designate and identify datum elevation. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02222-2 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES B. Set required lines and levels. C. Maintain bench marks, monuments and other reference points. D. Proofroll all building slab and paved areas with a large vibratory roller (Dynapac CA-25 or equivalent). E. Proofro11ing of the structure and paved areas shall consist of at least eight overlapping passes and shall be observed by the testing 1 aboratory. F. Materials which yield excessively during the proofro11ing should be undercut and replaced with compacted granular or on-site soil fill. The test i ng 1 aboratory shall recommend the nature and extent of remedial work. Proofrolling shall continue for the required number of passes until the soil at a depth of 12 inches below grade has attained a minimum density of 98% of the modified proctor maximum dry density. G. Proofrol1ing'shal1 not occur within the midden area. H. Where paved areas occur within the midden, the area shall be preloaded. Install three settlement places in the area in accordance with FOOT Index No. 540. Place fill material over the area to 5 feet above existing grades. Settlement measurements shall be taken by the testing lab at least once a week. When the testing laboratory is satisfied that settlement has decreased to an acceptable level, the fill shall be removed to rough grade elevations. 3.2 EXCAVATION A.' Excavate sub-soil in accordance with lines and levels required for construction of the work, and five feet beyond limits of building slab and paved areas. Excavat ion 1 i mi ts to. i nt 1 ude space for forms, bracing and shoring, applying waterproofing and to permit inspection. B. Do additional excavation only by written authorization of Architect. C. Machine slope banks. , D. Hand trim excavations and leave free of loose or organic matter. E. Correct unauthorized excavation as directed, at no cost to Owner. F. Stockpile excavated sub-soil for re-use where directed. Remove excess or unsuitable excavated sub-soil from site. G. Removal of boulders or buried rock in excess of 1/2 cubic yard may be authorized as an extra. Other work is deemed to be within the scope of this Project. H. Coordinate with cassion work for special requirements and arrangements regarding excavation to rough out elevations. I. Do not disturb soil within branch spread of existing trees or shrubs that are to remain. J. If necessary to excavate through roots, perform work by hand and cut roots with a sharp ax. K. Overexcavation will be required at all building slab and paved areas to remove the si lt and peat 1 ayer found about 4 to 5 feet below existing grades. The unsuitable silt and peat material shall be removed and backfi1led'with compacted granular or on-site soil fill. Refer to Geotechnical Report prepared by Westinghouse Environmental and Geotechnical Services Inc. dated January 15~ 1991 for information regarding the location and depth of the silt/peat layer. L. Where paved areas occur within the midden, no excavation will be ~110wed below existing grade. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02222-3 SECTION 02222 EXCAVATING, BACKFILLiNG AND COMPACTING FOR STRUCTURES 3.3 BACKFILLING A. Stockpile fill materials in area(s) designated. B. Ensure areas to be backfilled are free from debris. C. Do not backfill over existing sub-grade surfaces which are porous, wet or spongy. D. Compact existing sub-grade surfaces if densities are not equal to that required for backfill materials. E. Cut out soft areas of existing sub-grade. Backfill with granular or on site soil and fill compact to required density. F. Backfill areas to rough grades, contours, levels and elevations. G. Backfill systematically and as early as possible to allow maximum time for natural settlement and compaction. H. Place and compact fill materials in continuous layers not exceeding 6" loose depth. Use a method so as not to disturb or damage foundation waterproofing. 1. Maintain optimum moisture content of backfill materials .to attain required compaction density. 3.4 FILL TYPES AND COMPACTION A. Fill Under Building Slab and Paved Areas: On-site soil or granular fill to rough grade elevations. Extend a minimum of five feet beyond the limits of the building slab and paved areas. Compact to 98% modified proctor per ASTM 0-1557. B. Future Landscaped Areas: Fill under landscaped areas to rough grade ,elevations. Compact to 90% Modified Proctor per ASTM 0-1557. 3.5 SURPLUS MATERIALS A. Remove surplus earth materials from site as directed by Construction Manager. B. Leave stockpile areas completely free of all excess fill mate~'a1s. ******************** END OF SECTION 02222 HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02222-4 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Excavation and Backfill-Utilities. 1. Excavating and bedding for all utilities. 2. Backfilling for all utilities. 1.2 QUALITY ASSURANCE A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site'utility systems. B. Testing Lab: Refer to Division One - TESTING LABORATORY SERVICES. 1. Notify the Testing Laboratory 24 hours in advance of backfilling operations to allow the Testing Laboratory to conduct compaction tests. Compaction shall be tested by the method specified or indicated on the Drawings. Testing lab shall be present for all compaction operations. 2. Backfill materials shall be installed in layers and compacted to the required density by method, type and size of equipment which will give the required specified compaction. 3. Backfill compaction which fails to meet t.he specified density requirements shall be re-excavated, recompacted, refinished and retested until satisfactory compaction is achieved at contractors expense. 1.3 PRODUCT DELIVERY, STORAGE AND HANDLING A. Use means necessary to protect materials of this Section before, during and after installation and to -protect installed work and materials of other trades. , B. Be responsible for safe storage of material furnished and accepted for the work intended, until it has been incorporated in completed project. Excavated materials and backfill materials shall be kept free from dirt and foreign matter contamination. C. Access and storage areas shall be returned to normal usable condition at end of project. 1.4 JOB CONDITIONS A. Existing utility information shown on the drawings is from survey work by others, field observations, available public records and record drawings. The exact locations and elevations of utilities shall be determined prior to installing new work. 1. Field verify vertical elevations related to bench marks, pipe inverts and vertical building levels prior to commencing work. Field verify existing grades and locations of existing lines, poles, trees, paving and other site structures prior to demolition or construction and immediately inform the Architect of discrepancies. 2. Contact all public and private utility companies 48 hours prior to any excavation. Cost of replacement and repair of existing utilities damaged as a result of Contractor's operation shall be the Contractor's responsibility. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-1 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES B. Give adequate advance notice to public municipalities and utility companies of proposed work. C. Protect existing utilities indicated or the location of which are made known by on-site inspection prior to excavation that are indicated to be retained, ,as well as utili ty 1i nes constructed duri ng excavation operations. Repair, if damaged, at no cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Architect immediately. Repair said damaged lines immediately. Contract price will be adjusted in accordance with the provisions of the Contract. D. Protect the midden area from damage due to equipment and vehicular traffic. No excavation can occur in the midden area without prior approval from the Construction Manager. E. Adequate Advance notice shall be given interested governmental agencies prior to disruption of traffic flow due to excavation of road and walkways incidental to work of this Section. 1. 5 SUBMITTALS A. Submit 30 pound samples of each granular material to be used as backfill and pipe bedding to the Testing Laboratory for analysis and approval prior to installation. B. Test reports: Submit test reports on select fill and backfill . materials to show compactability in conformance with this Section requirements. PART 2 - PRODUCTS 2.1 BACKFILL MATERIALS: A. Select Fill: 1. Gravel: Angular pit run crushed natural stone; free from shale, clay, friable materials, and debris; graded within the following limits: Sieve size % Passina 1-1/2" 100 1" 95 to 100 3/4" 95 to 100 5/8" 75 to 100 3/8" 55 to 85 No. 4 35 to 60 No. 16 15 to 35 No. 40 10 to 25 No. 200 5 to 10 HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-2 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES 2. Pea Rock: Clean natural stone; free from clay, shale and organic matter; 1/4" to 1/2". 3. Sand: Clean natural river or bank sand; free from silt, clay, loam, friable or soluble materials, and organic matter; graded within the following limits: Sieve size % Passing No. 4 95 to 100 No. 8 60 to 100 No. 10 30 to 100 No. 14 10 to 100 No. 48 15 to 90 No. 100 o to 20 No. 200 o to 5 B. Excavated or Borrow Sub-soil: Free from roots, rock larger than 2" in size and building debris and compactable according to testing laboratory. Limerock material excavated from the site will be acceptable if the material is sufficiently crushed to individual fragment sizes no greater than 2 inches in size. C. Subsoil: Fill under landscaped areas: Free from alkali, salt, . petroleum products. Use sub-soil excavated from site only if conforming to specified requirements. Silt material excavated from the site is not acceptable for use in this area. PART 3 - EXECUTION 3.1 PREPARATION A. Prior to work of this Section, carefully inspect installed work of other trades and verify that such work is complete to point where this installation may properly commence. B. Verify that items may be installed in accordance with original design, codes, and regulations, and portions of referenced standards. C. In the event of discrepancy, immediately notify the Architect. D. Do not proceed with installation in areas of discrepancy until such discrepancies have been fully resolved. 3.2 GENERAL A. Excavation shall include: 1. The work of clearing the site and removal and disposal of all obstructions. 2. Necessary excavations. 3. Placing and use of sheeting and shoring. 4. Pumping and fluming to keep the trenches and other excavations free from water. 5. Drains and sewers and the temporary disposal of water from other sources during the. progress of the work. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-3 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES 6. Damming and coffer-damming where necessary. 7. Supporting and protecting all underground structures, pipes, conduits, culverts, lamp posts, poles, wires, fences, buildings and other property adjacent to the work. 8. Removing existing sewers, culverts and bulkheads where necessary. 9. Removing after completion of the work all sheeting and shoring not necessary to support the sides of trenches. 10. Hauling away all surplus excavated material. 11. Backfilling. 12. Mechanically tamping Backfill. B. Erosion and Sediment Control: 1. The Contractor shall take necessary precautions to prevent erosion and resultant sediment run-off into utility excavations. C. Control Surveys: 1. Survey the lines and grades as necessary for the proper control of work. Verify benchmark elevations against existing benchmarks. D. Trees: 1. Tunnel or bore all trees within the line of work, not indicated for removal. The method of treatment shall be performed in accordance with requirements of the governmental unit or agency having jurisdiction. 2. Protect all other trees. Damage to trees shall be compensated for, by Contractor. Permission to remove trees shall be in writing. 3. Where trees are tunneled, the maximum distance from the center of the tree to the edge of the tunnel sha 11 be wi th in an area determined by a circle with radius equal in feet to the radius of the tree trunk in inches. Measure the radius of the tree' trunk at 4'-0" above the ground. All backfill shall be the same material as mined, firmly compacted in place. E. Trenching and Trimming: 1. Excavation for trenches in which pipe lines are to be installed, shall provide adequate space for workmen to place and joint the pipe properly, but the trench shall be kept to the minimum width shown on drawing details. 2. Do not bed pipe in material containing sharp sand, crushed stone, or gravel. F. Unauthorized Excavation: 1. If excavation is carried below or beyond the establ ished or ordered limits for any pipes or structures, it shall be deemed unauthorized, and if ordered, fill the unauthorized excavation with concrete with a minimum compressive strength at 28 days of 2500 pounds per square inch or, if permitted by Architect, with thoroughly compacted selected material. G. Additional Excavation: 1. Remove materials encountered which are not suitable. Obtain approval from construction manager for additional excavation. H. Midden Area: 1. No excavation is to occur within the midden area without prior . approval from the Construction Manager. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-4 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES I. Length of Open Trench: 1. The amount of trench open at anyone time in advance of completed work shall be held to a minimum of 100 ft., or as directed by the Architect. 2. Backfilling and restoration of surfaces shall begin as soon as the constructed work is in approved condition. 3. New trenching will not be permitted when earlier trenches need backfi 11 i ng or 1 abor is needed to restore the surfaces of streets or other areas 'to a safe and proper condition. J. Test Pits: 1. Dig exploratory test pits as may be necessary, in advance of trench excavation, to determine the exact location of sub-surface pipe lines, conduits, and structures. K. Sheeting, Shoring, and Bracing: 1. If required by ground conditions or depth, or wherever the presence of incipient slides are noted during excavation, the trench walls shall be restrained with adequate sheeting and shoring. 2. Furnish and install adequate sheeting, shoring and bracing, to maintain and to protect built work and adjacent structures. 3. Bracing shall be arranged so as not to place a strain on portions of completed work until the construction has proceeded far enough to provide ample strength. The Contractor shall be responsible for all damage to built work, and adjacent and neighboring structures. 4. Damage to new or existing structures occurring through settle- ment due to removal, fail ure, or' 1 ack of sheeting or bracing shall be repaired or the structure replaced, at no cost. to the Owner. L. Construction Sheeting Left In-Place: 1. Furnish, install and leave in place, construction sheeting and bracing when specified or shown on the Drawings. 2. Construction sheeting and bracing, and bracing left in place, unless specifically ordered otherwise in writing by the" Architect, shall be included in the cost for excavations. 3. Any construction sheeting and bracing not shown or specified which the Contractor has placed to facilitate his work may be ordered in writing by the Architect or Owner to be left in place and will be paid for under the applicable Contract provision. M. Removal of Water: 1. At all times during construction provide and maintain ample means and devices with which to remove promptly and dispose of properly all water entering the excavations or other parts of the work until structures are completed. No water shall be allowed to rise over or come in contact with masonry until the concrete and mortar has attained a satisfactory set, except in cases where the concrete has been tremmied into place with the approval of the Architect. In water bearing sand, well points and/or sheeting shall be supplied together with pumps and other appurtenances to keep the excavation dry. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-5 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES N. Disposal of Unsuitable and Surplus Materials: 1. All materials excavated which are unsuitable for use in back- fi 11 i ng trenches or around structures, or sui tabl e material s excavated that are in excess of that required, shall be disposed of offsite. O. Explosives and Blasting: 1. No explosives or blasting caps shall be brought on site. P. Site Improvements: 1. The fo 11 owi ng i tems shall const i tute site improvements, the damage, repair or replacement of which shall be the responsi- bility of the Contractor. The cost of this work shall be included. 2. All concrete pavement, gravel roadways with or without asphalt surfacing, driveways, service drives or approaches to same, either concrete, gravel or asphalt surfaced, and all sidewalks or housewalks disturbed by the Contractor shall be replaced. All necessary removal and replacement shall meet the current specifi- cations of the governmental unit or agency having jurisdiction, or Owner's jurisdiction. 3. When the proposed ut i 1 i ty wi 11 be located under an exi st i ng concrete pavement, or requires removal of concrete pavement and the residual pavement is less than 5'-0. from a pavement joint or from the face of the curb, it shall be removed and replaced. If the residual pavement to be removed is adjacent to the curb, the curb shall be removed and a new curb poured integral with the pavement. All concrete pavement which is not removed to a construction joint shall be saw cut total depth prior to removal. All concrete pavement replaced shall be to a thickness with or without reinforcing mesh and with or without hook boTts as required by the agency having jurisdiction thereof. All damaged or undermined pavement shall be removed and replaced. 4. If the pavement removed has an asphaltic bituminous concrete surface, the surface shall be removed to a distance 1'-0" beyond the 1 imits of the removed pavement. The butt joint shall be prepared by sawing through the total depth of the asphalt. The surface shall be replaced with a thickness meeting the require- ments of the agency having jurisdiction both as to materials and method of replacement. 5. All necessary grading shall be done to fit adjoining ground elevations. All ditches or culverts disturbed shall be restored to permit the proper flow of surface water. Any culverts removed shall be replaced with new material meeting size and specifica- tions of the agency having jurisdiction. 6. Established lawn areas disturbed shall be restored by resodding unless specifically directed elsewhere to be reseeded. Q. Owner's Use of Completed Facilities: 1. The Owner may have the progressive use of the mains and sewers after written acceptance is received. from the OWner. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-6 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES 3.3 TRENCH 'WIDTH A. Width of trench at top of pipe shall be within the limits described the Drawings when the pipe is properly aligned and in the center of the trench. Excavation producing trench widths at the top of pipe in excess of those shown on the Drawings may require a change in bedding requirements and/or pipe classifications as determined by the Architect at no additional cost. 3.4 PIPE LAYING - GENERAL A. Pipe shall be laid to the line and grade called for on the Drawings. Each pipe as laid shall be checked with line and grade pole or a laser beam to insure that this result is obtained. B. Construction shall begin at the outlet end and proceed upgrade with spigot ends pointing into the direction of flow. C. Preparatory to making pipe joints, all joint surfaces shall be clean and dry. Lubricants, primers, and adhesives shall be used as recommended by the pipe or joint manufacturer's specifications. The pipe shall be Jointed so as to obtain a watertight joint. After the joint made, sufficient backfill material shall be placed along pipe to prevent movement. D. Proper support of all pipe through the full length of the barrel shall be made by constructing bedding as required and detailed on the Drawings. Special care shall be observed to avoid load on bells of bell and spigot pipe. 3.5 PIPE LAYING AND BEDDING A. This Section shall cover all laying and bedding of pipes classed as sewers, water mains (domestic, fire and gray water), and gas ~ines. B. Each pipe shall be inspected for defects prior to being lowered into the trench. Pipes having joint defects or cracks shall be immediately rejected and taken off the site. Pipe shall be cleaned of any dirt or foreign matter. Prevent abrasion of the pipe coating, especially on the inside of the pipe. Wherever the coating is damaged, that part shall be thoroughly cleaned and recoated with a coating satisfactory to the Architect and in accordance with the manufacturer's specifica- tions. A supply of coating for such purposes shall be on hand. C. When material in the trench bottom will not properly support the pipe the excavation shall be continued to stable soil and the trench refilled to proper grade with gravel or other suitable material; provided stable soil is found at a depth of not more than 2'-0" below trench bottom. Where stable material is not encountered at a depth of 2'-0", advise Architect immediately. D. Ledge rock and large stones shall be removed from the trench to pro- vide a clearance of at least 6" inches below and on either side of all parts of pipe, valves or fittings. A clearance of 9" below and on each side of pipe shall be provided for pipe 12" in diameter and 1 arger . E. Excavation for mains shall be of sufficient depth generally to provide a 3' -0" cover unless noted on the Drawings. Where pipe is set to grade the cover may vary from 3'-0". Where the ground is undulating, HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-7 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES the cover may vary in accordance with requirements set forth on the Drawings. No additional compensation will be paid for variance of cover. 3.6 BACKFILL A. For purposes of these specifications, backfill shall be considered as that material placed in open cut excavations above an elevation 1'-0" over the outside top of sewers and mains. B. All trenches and excavations shall be backfilled immedi ate1y after pipe is laid therein, unless other protections of the pipe line are made. No material shall be used for backfilling that contains stones, rock, or pieces of masonry greater than 6", debris or earth with an exceptionally high void content. No large pieces of rock or masonry shall be deposited closer than 2'-0" from the completed outside surface of any structure. C. Unless otherwise specified or directed, material excavated in connect i on wi th the work shall be used for backfi lli ng and other fi 11 i ng purposes. In backfilli ng around structures , all 1 umber, rubbish, braces, and refuse shall be removed from behind the walls before backfilling is started. This backfilling shall be made in a manner to prevent after-settlemerit, and shall be mechanically tamped, puddled, or jetted, and left at the proper grade and with a smooth, even surface. D. ,The select backfill around and over structures and pipes shall be carefully done by hand and tamped to a point 12" above the top of same. Only se1 ected material shall be used in thi s area, and the select backfill shall be placed completely under pipe haunches in uniform layers not exceeding 6" in depth up each side. Each layer shall be placed, then carefully and uniformly tamped, so ,as to eliminate the possibility of lateral displacement of pipe or structure. Select backfill shall be hand tamped and compacted to a minimum compaction of 9g,; modified proctor test. No mechanical compaction equipment shall be used within 1'-0" of the top of the installed pipe. Compaction shall proceed uniformly on each side of the pipe. Particular attention shall be paid in obtaining thorough support for all valves, fittings, water service connections, and the branch of all sewer service connections, and to preserve the alignment and gradient of the installed pipe. Select backfill shall be as outlined in this section or may be excavated material as outlined, but only if it is compactable according to the testing laboratory. After the select backfill has been placed and compacted around the structures and pipes to a height 2'-0" over the top of bedding, or 1'-0" above the top of the pipe, whichever is greater, the remainder of the trench may be backfilled by machine. The backfill material shall be depos i ted in hori zonta 1 1 ayers and each 1 ayer shall be thoroughly compacted by approved methods before a succeeding layer is placed. 1. Backfill for trenches where any portions lie under, cross or run within 3'-0" of, and parallel to proposed paved or building slab areas shall be granular backfill and mechanically compacted in HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-8 SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES place in 1'-on layers or less to a minimum compaction of of 9~, modified proctor test. 2. Backfill for all trenches not included in limitations described above or in permanent easements across graded and improved sites shall be selected excavated material (excluding blue clay) mechanically compacted to produce a minimum of 9~ compaction. 3. Specified compaction means not less than the percentage required based on the maximum unit weight at optimum moisture content when tested in accordance with ASTM 0-1557 (modified proctor). 4. If the excavated material is not suitable to obtain the minimum compaction required, remove unsuitable materials or add granular materials, or both, to obtain the compaction specified. Compaction tests will be made by the Owner's testing laboratory, Refer to Division One. 3.7 CLEAN-UP A. Upon completion of work of this Section, leave all components of the systems completely free of silt, debris and obstructions. B. Excess excavated material shall be removed from the site and disposed at a legal dump site. All areas of work shall be returned to original surface elevation prior to commencing site excavation. C. During the progress of the work, maintain adjacent streets and access ways free of vehicle tracking and dropped excavated materials. Comply with all local ordinances. ******************** END OF SECTION 02226 HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02226-9 SECTION 02385 DRILLED CAISSONS PART 1 - GENERAL 1 . 1 SUMMARY A. Section Includes: 1. Drilling and excavating of shafts for drilled caissons. 2. Drilling of percussion test holes in bottom of drilled caissons. 3. Cleaning of drilled caisson bottoms and sockets. 4. Test caisson. 5. Steel casings and liners. 6. Drilling mud. 7. Reinforcing and dowels from drilled caissons into walls, grade beams, slabs and columns. 8. Concrete and concreting of drilled caissons. 9. Disposal of excavated materials. B. Related Sections: 1. DIVISION ZERO - INFORMATION AVAILABLE TO BIDDERS: SUBSURFACE INVESTIGATION DATA. 2. DIVISION ONE - TESTING LABORATORY SERVICES 3. SECTION 02222 - EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURES 4. SECTION 03300 - CAST-IN-PLACE CONCRETE 1.2 REFERENCES . A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. ACI 301 - Specifications for Structural Concrete for Buildings. C. ACI 315 - Details and Detailing of Concrete Reinforcement. D. ACI 318 - Building Code Requirements for Reinforced Concrete. E. EP-15 - ACI Field Reference Manual:' Specifications for Structural Concrete for Buildings with selected ACI and ASTM References. F. CRSI - Recommended Practice for Placing Reinforcing Bars. 1.3 MEASUREMENT AND PAYMENT A. Basis of Bids: Bids shall be based on the number of drilled caissons, length from top elevation to bottom of the shaft and the diameter of the shaft, as shown on the Drawings. B. No payment will be made for drilled caisson construction not represented by a submitted report verified by the testing agency. C. Basis for Payment: 1. Payment for drilled caissons will be made on the actual net volume of drilled caissons in place and accepted. The actual length may vary to coincide with the elevations where the compentent limerock is "encountered. Adjustments to the Contract Sum will be made on the basis of the over and under depth differences of the drilled caissons, HLM 90007.00-4 THE NEW MONROE 'COUNTY DETENTION CENTER BID GROUP ONE 02385-1 SECTION 02385 DRILLED CAISSONS between those shown on the Drawings and those in the actual installed work, in aggregate for all drilled caisson installed. 2. There wi 11 be no addi t i ona 1 compensation for excavation, concrete fill, reinforcing, casings or other costs due to unauthorized over excavating shafts in any dim~nsion. No payment will be made for rejected drilled caissons. 3. There will be no additional compensation for excavation from present grade to top of dri 11 ed ca i sson if dri 11 ed caisson work proceeds before site work excavation and grading is complete. 4. Excavated materials will be classified in accordance with the following. Adjustments to the Contract Sum will be made in accordance with unit prices for greater or lesser quantities of materials. . a. Normal excavation is defined as materials encountered between top of competant 1 imerock and top of drill ed caissons excl udi ng obstructions. b. Limerock excavation is defined as material encountered between founding level and top of competant 1 imerock elevation. All soil-filled cavities, limerock fragments and voids included in the 1 imerock excavation area shall be considered 1 imerock for the full volume of the shaft from the initial contact with limerock for payment purposes. Payment will be based on the total lengths for drilled caissons in soils and limerock, for each drilled caisson diameter. Top of competant limetock elevation is determined by testing agency's geotechnical engineer. 5. Payment for obstructions as defined herein will be for the volume of caissons within the vertical limits of the obstructions only. The top and bottom 1 imits of the obstructions will be measured by the testing agency.. The payment volume will be the caisson cross-sectional area as shown on the Contract Documents. times the height between the upper and lower 1 imits of the obstr,uction as measured by the testing agency. 1.4 UNIT PRICES A. Refer to Division One for scope of units prices, required of items specified under this section. B. Unit prices (established on the Bid Form) will apply in the event additions to or deductions from the Work are required and authorized by a written order from the Architect to Contractor. . 1. Unit price is to be the same for overrun and underrun within first 20% of indicated length and is to include drilling, casing and removal, reinforcing steel and concrete. 2. Unit prices quoted shall include full compensation for labor, materials, tools, equipment and incidentals required for excavation, trimming, shoring, casings, drilling mud and other necessary items for complete installation. 1.5 SUBMITTALS A. Submit concrete materials test reports for materials proposed for use in concrete mixes. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-2 SECTION 02385 DRILLED CAISSONS B. Submit daily preliminary drilled caissons report by Testing Agency of actual elevation of top of 1imerock and bottom of caisson, and top of caisson. C. Submit concrete design mix reports, listing all mixes required and their respective test results. D. Submit Shop Drawings for fabrication bending and placement of concrete reinforcement. Include all accessories required to support reinforcement. E. Submit Installer Qualifications. F. Submit load test results signed and sealed by Testing Agency's geotechnical engineer. G. Signed and sealed certification letter from Testing Agency's geotechnical engineer stating drilled caissons as installed will resist the required designed loads. H. Submit surveyor qualifications and experience records. I. Submit copies of manufacturer's product data and printed instructions for each manufactured product. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Specializing in drilled caisson construction. Demonstrate experience working in similar soil, rock, and water. conditions, shaft sizes, and special techniques, with at least three years of successful installation of caissons. B. Survey Work: 1. Engage a State of Florida registered Surveyor acceptable to the Construction Manager, to perform surveys,layouts, and measurements for drilled caisson work. The Surveyor shall conduct the layout work for each dri 11 ed ca i sson to the 1 i nes and 1 eve 1 s requ i red before excavation, and shall record the actual measurements of each drilled caissons horizontal axial location, shaft diameter, bottom and top elevations, and deviations from specified tolerances. 2. The Surveyor shall record and maintain information pertinent to each drilled caisson and cooperate with other testing and inspection personnel to prOVide data for required reports. . C. Caisson Installation Approval: 1. Testing Agency shall employ the services of a professional engineer experienced in soil mechanics (Geotechnical Engineer) registered in the State of Florida. This engineer will certify that caissons have been installed under his supervision and that caissons will resist the required design loads as installed. 1.7 JOB CONDITIONS A. Subsurface investigations have been performed and results are available from the office of the Construction Manager as specified in Division Zero. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-3 SECTION 02385 DRILLED CAISSONS B. Additional test borings and other exploratory operations may be made by the Contractor at no increase to the Contract Sum, provided such operations are acceptable to the Owner and Architect. C. Examination of Site: 1. Visit and-examine the site and take into consideration conditions that may affect the Work. PART 2 - PRODUCTS 2.1 MATERIALS A. Concrete, and related materials: As specified in Section 03300 and amended to meet the requirements specified below: 1. Portland cement: ASTM C-150, Type II. B. Reinforcement: As specified in Section 03200. C. Concrete proportioning: As specified in Section 03300 and amended below: 1. Cement content: 658 pounds per cubic yard. 2. Fly ash: Replace 22 percent of cement with fly ash at a ratio of one pound of fly ash for everyone pound of cement removed. 3. Water to cement ratio: .48 maximum. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine the areas and conditions under which drilled caissons are to be installed. B. Do .not proceed with the work until unsatisfactory conditions have been corrected. C. Commencement of work means acceptance of conditions. 3.2 GENERAL A. Perform concrete work in accordance with ACI 301. B. Excavation shall be free of water and loose material. C. Do not place drilled caisson concrete under water. 3.3 EXCAVATION A. Excavate holes for drilled caissons to the required elevation based on limerock socket required as shown on the Drawings. B. Drilled caisson design and dimensions shown are based on the assumed unit skin friction. If the load test shows that the competent limerock is not capable of maintaining the unit skin friction assumed, the foundation HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-4 SECTION 02385 DRILLED CAISSONS system wi 11 be revised as directed by the Arch i tect. I f the load test shows that a higher unit skin friction may be used, a reduction in shaft length may be directed by the Architect. Revisions to payment will be made in accordance with the General Conditions relative to changes in the Work. C. If required, install casings or use drilling mud as excavation proceeds so that earth walls are maintained without spalling into the shaft and water is excluded from shaft. D. Drill through soil overburden and limerock, through the deepest level of voids or soil filled cavities or sections of decomposed limerock, to the design bottom of caisson indicated on the Drawings, or as directed by the Geotechnical Engineer in the field. Provide shafts and sockets with diameters least equal to that indicated on Drawings. E. Locate centerline of drilled caisson to be on centerl ine of bearing construction, unless otherwise indicated on the Drawings. 1. Do not exceed the following tolerances: Shaft centerline location: 2 inch maximum variation from plan location. Shaft variation to plumb: 1 inch in 10 feet for full depth (with maximum of 4 inches). 2. If above tolerances are exceeded, provide additional or corrective construction. Submit proposed corrective construction methods to the Architect for review before proceeding. 3. The minimum center-to-center spacing between drilled caissons proposed by the Contractor for corrective work shall be three times the diameter of the drilled caisson. F. Installation Equipment: 1. Form by means .of a power dri ven rotary foundat ion dri 11 i ng ri g. Provide and maintain equipment in first class condition and operable at all times. " 2. Provide equipment capable of penetrating very dense limerock with the maximum size shaft. a. Equipment: Able to impress a minimum total weight to the Auger of 20,000 lbs. by a combination of Kelly Bar Weight and Crowd System. b. Apply a minimum 50,000 foot pounds of torque to the Kelly bar. G. Obstructions: 1. If rock, boulders or other unforeseen obstructions are encountered which cannot be removed by standard drilled caisson excavation methods and if such obstructions are not indicated by available subsurface data, removal of such obstructions will be paid for in accordance with terms of the Contract relative to changes in the work. Standard excavation methods include conventional earth auger, pengo bit, stepped taper bit, teeth on auger or other attachments to auger. 2. Remove such obstructions by hand labor using air-powered tools, core barrels with drilled caisson drilling equipment or other safe methods recogn i zed in the construction industry. The Testing Agency wi 11 observe obstruction excavat i on and determi ne volume of obstruction excavation involved at the time the work takes place. 3. Where possible, return to standard excavation methods after obstruction is removed. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-5 SECTION 02385 DRILLED CAISSONS H. Demolish and remove rock, boulders, concrete, masonry and other subsurface obstructions which are indicated by the Contract Documents, or the available subsurface exploration data. I. Shaft Liners or Casings: 1. In drilling the caissons, securely protect the earth walls against cave-ins and displacement of the surrounding earth by means of steel cyl i nder 1 i ners or casings. Use 1 i ners or casi ngs to 1 i ne hol es, unless permission is granted for their omission by the Professional Engineer. 2. Temporary _cas i ngs may be 1 eft in place or may be wi thdrawn as the concrete is pl aced abova competent 1 imerock, at the Contractor's option. 3. Below competent limerock, temporary casings must be withdrawn as the concrete is placed. Permanent casings are not allowed below competent 1 imerock. 4. If removable steel 1 iners are used, they may be withdrawn as the concrete. is being placed providing the bottom of the 1 iner is a minimum of 5 feet below the top of concrete. Maintain a sufficient head of concrete to prevent a reduction in the diameter of the drilled cai sson shaft due to earth pressure on the fresh concrete and to prevent extraneous material from falling in from the sides and mixing with the fresh concrete. J. Drilling mud: 1.. Provide to maintain the stability of the shaft excavation to exclude free water and allow the proper placement of concrete. 2. Prior to placing concrete in each excavation, take samples to ensure that heavily contaminated drilling mud, which would impair the free flow of concrete from the tremi e pi pe, has not accumul ated at the bottom of the shaft. Take samples one foot from the bottom the hole. The density of the drilling mud in the excavation prior to concreting shall be within the required limits. K. Depth of rock socket: Bottom of caisson elevations indicated on the Drawings are for bidding purposes. Actual elevations will be determined by the geotechnical engineer and the Architect. L. No payment will be made for the extra length, when drilled caisson shafts are excavated to a greater depth than required or authorized by the geotechnical engineer, due to overdrilling by the Contractor. Complete the dri 11 ed caisson and fi 11 the extra depth wi th concrete, if a 11 other conditions are satisfactory. Over excavated shafts will be measured and paid for to the original design or authorized depth. M. Take precautions to maintain a safe operation in connection with drilled caisson installation. Provisions for adequate protection to persons and property shall comply with applicable requirements of governing authorities having jurisdiction. N. Remove excavated material and dispose of as directed by Construction Manager. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-6 SECTION 02385 DRILLED CAISSONS 3.4 PERMANENT STEEL CASINGS: CONTRACTOR OPTION A. Provide above competent limerock. B. Provide casings of sufficient strength to withstand handling stresses and pressures from surrounding soil and water or concrete inside. Provide casings with inside clear diameter not less than the diameter of the drilled caisson shaft. C. Steel Pipe Casings: 1. Watertight, strength to withstand stresses and, pressure of concrete, surrounding earth and backfill. 2. Casings may be delivered in section of any convenient length. Connect sections by continuous penetration welds during placement into the drilled caisson shaft excavation. 3. Design the bottom edge of the lowest casing section to provide a cutting shoe for penetrating into 1 imerock strata and affecting a water seal. D. Corrugated Steel Casings: 1. Watertight, strength to withstand stresses and pressure of concrete, surrounding earth and backfill. 2. Provide corrugated steel casings formed of galvanized or bituminous coated steel sheets. 3. Corrugated casings may be delivered in any convenient section of panel, with sections or pa~els field-connected in accordance with the manufacturer's instructions. 4. Design the bottom edge of the lowest casing section to provide a cutting shoe for penetrating into 1 imerock strata and affecting a water seal. E. Install permanent steel casing as excavation work progresses and as required to ensure the stability of drilled caisson shaft walls. Remove and replace or repair casings which are damaged during installation and which could impair the strength of efficiency of the completed drilled caisson~ 3.5 DRILLING MUD A. Premix drilling mud thoroughly with clean potable water prior to its introduction into the shaft excavation. B. Test drilling mud for density using the mud density balance. Density to be between 66 and 75 pounds per cubic foot. C. Dispose of drilling mud off-site. 3.6 REINFORCING STEEL AND DOWELS A. Install in accordance with ACI 315 and CRSI "Reconunended Practice for Placing Reinforcing Bars". B. Before placing, clean reinforcing steel and dowels of loose rust, scale, dirt, grease and other material which impair bond. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-7 SECTION 02385 DRILLED CAISSONS C. Fabricate and erect reinforcing cages in shafts as one continuous unit. Place reinforcement symmetrically about axis of hole and hold in position during concrete placement providing minimum 6 inches of concrete cover. D. Use templates to set anchor bolts, dowels, 1 eve 1 i ng plates and other accessories. Provide blocking and holding devices to maintain required position during concrete placement. E. As casing is withdrawn, take care to ensure reinforcement is not disturbed or exposed to the surrounding soil. Securely attach spacers, capable of sliding on the casing, to the reinforcement. F. Protect exposed ends of dowels and anchor bolts from mechanical damage and exposure to the weather. 3.7 CONCRETE PLACEMENT A. Special observation is required during placement of concrete to ensure the drilled caisson is installed without cavities and extraneous material and to ensure minimum diameter is maintained. B. Fill drilled caisson with concrete immediately after inspection and approval by the Testing Agency and the Architect. Use protection sheets cut out to receive concrete over excavation openings, extending at least 12 inches beyond edge in all directions. C. P1 ace concrete cont i nuous 1 y wi thout interrupt i on and in a smooth flow without segregating the mixed materials. D. Place excess concrete where temporary casings are used to ,allow for anticipated slump due to casing removal. I E. Concrete shall be placed by tremie method such as gravity flow through a vertical pipe of sufficient length to reach the bottom of the drilled caisson. Control placement operations to ensure that the tremie is not broken during continuous placing from bottom to top. Maintain bottom of tremie below top of concrete. . F. Vibrate the top 15 feet of the drilled caisson concrete. G. Remove segregated concrete and 1aitance as the concrete placement for each drilled caisson is being completed, to achieve a continuous column of good quality concrete up to design cut-off elevation. H. ~lace drilled caisson concrete mono1ithica11y. If a construction joint is unavoidable, leave the resulting shaft surface approximately level and insert additional dowels as required by Architect. Before completing the drilled caisson with a subsequent concrete placement, roughen and clean the joint surface and slush with a 1 to 1 cement grout. I. Stop the concrete placement at the cut-off elevation, screed off true and level and apply a scoured, rough finish, unless otherwise indicated. Where cut-off elevation is above ground elevation, form the top section above grade and extend the shaft to the required elevation. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-8 SECTION 02385 DRILLED CAISSONS J. Hot Weather Placing: 1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in accordance with ACI 305 and as herein specified. 2. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature provided the water equivalent of the ice is calculated to the total amount of mixing water. 3. P1 ace concrete imediately upon delivery. Keep exposed concrete surfaces and formed shaft extensions moist by fog sprays, wet burlap or other effective means. 4. Do not use retarding admixtures unless approved in writing by the Architect. 3.8 FIELD QUALITY CONTROL A. The Contractor is responsible for quality control. 1. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. B. Quality Control Monitoring: .1. Refer to Division One - Testing Laboratory Services. 2. The Owner will employ a Testing Agency to perform field qual ity control tests for concrete and monitor drilled caisson installation. 3. The Owner's Testing Agency will employ a qualified professional Geotechnical Engineer registered in the State of Florida who will observe .caissons drilling, cleaning, concreting work and determine bottom elevation of caisson. C. Drilled Caisson Reports 1. Records shall be maintained by both the Testing Agency and the Contractor for each installed drilled caisson. 2. Assist the Testing Agency making the necessary measurements and observations, and maintain Contractor's records as required for preparation and submission of complete reports on drilled caisson construction. Submit a separate report for each drilled caisson. Submit each report within a period of ten days after final concreting. 3. As a minimum, include the following information on each caisson: a. Identification of drilled caisson by number, type and location. b. Type of equipment used. c. Times when drilled caisson excavation was started and completed. d. Design and actual shaft diameters drilled. e. Ground elevation at drilled caisson location. f. Design and actual elevation of top and bottom of drilled caisson. g. Assumed (design) elevation of top of compentent 1 imerock at drilled caisson location. h. Actual elevation of top of compentent 1imerock. i. Design and actual elevations to top and bottom of drilled caisson HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-9 SECTION 02385 DRILLED CAISSONS socket. j. Volumes of soil and rock excavated. k. Lengths of probe hole drilled, and time to drill each foot. The depths and thicknesses of any soft seams. 1. Levelness of shaft bottom. m. Statement of type, length, diameter and elevation of any casing permanently installed in the excavation. n. Groundwater conditions. o. Date when excavation was approved for installation of concrete. p. Da te when concret i ng was performed. I nc 1 ude any delays in concreting and report construction joints in shafts. q. Quantity of concrete used, including amounts over or under design volume. r. Date when drilled caisson construction was completed. s. Centerline location at top of drilled caisson. t. Variation of shaft from plumb. u. Remarks on unique or unusual events or circumstances concerning drilled caisson installation. v~ Report weather conditions and temperature. D. Inspection and Testing 1. Contractor shall install and load test one test caisson in a location ~cceptab1e to the Architect. Test caisson conditions shall be as similar as possible to actual caisson conditions. High early strength concrete may be used for the test caisson only. I nsta 11 react ion caissons as required to load test caisson to failure in tension. The Geotechnical Engineer will witness the test. Geotechnical Engineer will determine actual unit skin friction. Do not use test caisson or . reaction caissons in the Work. 2. The Testing Agency will witness the placing of the concrete. , 3. At the bottom of each drilled caisson, drill a 2 inch diameter test ho 1 e in the rock wi th an a i rtrack dri 11 to a depth of ten feet to indicate whether the drilled caisson rests on sound 1imerock. The geotechnical engineer may order additional drilling of the drilled caissons to a lower elevations. 4. Drill the two-inch diameter test holes by air track drill rig from the ground surface. No observation of the test hole will be required, and the quality of 1imerock below the drilled caisson bottom will be judged from the time rate of percussion drilling and other observations such as dropping of rods. Clean the 1imerock socket under water with a brush substituting for the auger bit at the bottom of the auger rig kelley, or by a similar technique acceptable to the geotechnical engineer. 5. Test concrete as per Section 03300 Cast-In-Place Concrete except that take four cylinders for every 100 cubic yards of concrete and not less than four cylinders on any given day. ******************** END OF SECTION 02385 HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02385-10 SECTION 02510 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Place base courses, work and compact. B. Prime base course, place asphalt pavement. 1.2 REFERENCE STANDARDS A. ASTM 01557 - Tests for Moisture - Density Relationship of Soils using 10 lb. Rammer in 18 inch Drop. B. Florida Department of Transportation (F.D.O.T.) standards -Specifications for Road and Bridge Construction.- C. Perform work in accordance with local governing authorities having jurisdiction. 1.3 TESTING AND INSPECT~ON Testing and inspection of asphalt pavement mix{es) and testing of placed stabilizing, base course and asphalt pavement will be performed by an independent testing laboratory appointed and paid for in accordance wit~ Division One. Testing and inspection will be performed so as to minimize disruption to Work. Allow testing laboratory access to the mixing plant for verification weights or proportions, character of materials used and determination of temperat4res used in the preparation of asphalt concrete mix. When and if required, the testing laboratory will perform laboratory tests on proposed asphalt pavement mix{es) to determine conformity with requirements. The testing laboratory will perform compaction tests for base course and for each asphalt course. Pay for costs of additional testing as required due to improper performance of work. When base course or portion thereof has been placed and compacted in accordance wi th requi rements, notify the te~t i ng 1 aboratory to perform density tests. Do not place asphalt pavement until results have been verified and base course installation approved. If compaction tests indicate that base course or asphalt paving do not meet specified requirements, remove defective work, replace and retest at Contractor expense. When requested by Arch i tect, take core samples of asphalt or base course to verify thickness and material compliance. Test Reports: 1. Field Density Test Reports at least three density tests shall be made on each days final compaction operations on each course or one test per 2500 sq. ft. on each course whichever is greater. 2. Asphalt Test Reports and Compaction Reports: In accordance with F.D.O.T. Specs. 3. Core Samples and Test Reports: Core Samples to confirm base thicknesses shall be taken at intervals of not more than 200 feet. 1.4 SUBMITTALS: Submit the following from the Testing Laboratory: A. Asphalt Mix Design A. B. C. - D. E. F. G. H. THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE HLM 90007.00-3 02510-1 SECTION 02510 ASPHALTIC CONCRETE PAVING B. Te~t Reports showi ng materials to be used for base. course meet specification requirements. 1.5 JOB CONDITIONS A. Give adequate advance notice to publ ic municipal ities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known by on-site inspection prior to commencing work that are indicated to be retained, as well as utility lines constructed during excavation operations. Repair if damaged, at no additional cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Construction Manager and Architect immediately. PART 2 - PRODUCTS 2.1 MATERIALS A. Asphaltic Concrete: 1. Asphaltic concrete pavement shall conform to FOOT Section 331, Type S-1 asphaltic concrete, except Section 331-6. 2. Prime and tack coats shall conform to FOOT Section 300 except Section 300-8 and 300-9. B. ,Soil Cement Base Material 1. Meet or exceed the requirements of F.D.O.T. Section 270-2. 2. Minimum 7 day compressive strength of 400 psi. C. Stabilized Base Course Materials 1. Stabilizing base course materials shall conform to FOOT Section 911. D. Pl ant Methods .and Equi pment 1. Plant and methods of operation shall conform to FOOT Section 320. PART 3 - EXECUTION 3.1 PREPARATION A. Ensure site grading has brought subgrade to required compaction and elevations in accordance with Section 02211 - ROUGH GRADING and Section 02222 - EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES. 3.2 INSTALLATION A. Soil Cement Base 1. All work shall conform to FOOT Section 270 except Sections 200-14 and 200-15. B. Prime and Tack Coat 1. All work shall conform to FOOT Section 300 except Sections 300-8 and 300-9. C. Placement of Asphaltic Concrete 1. All work shall conform to FOOT Section 320 and 330 except Section 330-15. ******************** END OF SECTION 02510 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02510-2 SECTION 02644 WATER MAINS PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Domestic Water and Fire Protection System B. Pressure testing and disinfection. C. Gray (Flushing) Water System 1.2 QUALITY ASSURANCE . A. Work shall conform to National, State, County, City, and Institutional codes governing install ation of site water system, incl uding the Florida Keys Aqueduct Authority. B. Testing Lab: Refer to Division One - TESTING LABORATORY SERVICES for selection and payment. 1.3 JOB CONDITIONS A. Give adequate advance notice to publ ic municipal ities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known to the Contractor prior to excavation and that are indicated to be retained, as well as utility lines constructed during excavation operations' and repair, if damaged, at no cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Architect immediately. Repair said damaged lines immediately and contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and Architect prior to disruption of traffic flow,'due to excavation of road and walkways incidental to work of this Section. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Use means necessary to protect materials of this Section before, during and after installation and to protect installed work and materials of other trades. B. Be responsible for safe storage of material furnished and accepted for the work intended, - unt il it has been i ncorpora ted in completed project. Excavated materials and backfill materi a 1 s shall be kept free from dirt and foreign matter contamination. C. Access and storage areas shall be returned to normal usable condition at end of project. 1.5 EXCAVATION AND BACKFILL A. All excavation, preparation of pipe bedding, backfilling and related work shall conform to the requirements of Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. 1.6 SUBMITTALS A. Submit the following: 1. Mill Test Certificates, Certified Test Reports and manufacturer's data on pipe valves and valve boxes and all other m~terials. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02644-1 SECTION 02644 WATER MAINS 2. Shop Drawings for pipe laying schedule, temporary plug, anchorage system, flush for hydrostatic.pressure pipe, and all other water main materials. 3. Certified hydrostatic test results. 4. Certified bacteriological test by an approved laboratory. PART 2 - PRODUCTS 2.1 DOMESTIC WATER AND FIRE PROTECTION SYSTEMS; GRAY '(FLUSHING) MATER SYSTEM A. Water Piping: 1. Ductile iron, bell and spigot, conforming ANSI-21.51 Class 150. Mechanical joint with prior written approval by the Architect. The pipe shall meet the following unless specified otherwise: Nominal Inside Thickness Nominal Inside Thickness Diameter Class Diameter Class 3" 54 8" 53 4" 54 10" 53 6" 54 12" 52 16" 52 30" 52 Tolerances permitted under ANSI A 21.51 specifications shall apply. Pipe shall be cement lined. and seal coated conforming to ANSI A21.4. Outside of pipe shall have a bituminous coating. 2. Joints: Push-on shall conform to ANSI A21.11/AWWA C-l11. Flanges shall conform to ANSI A21.15/AWWA C-115, Class 125. Joint shall be installed within structures unless indicated on the Drawings. Pipe: Shall conform to all the requirements of AWWA Specifications C-900 and shall be PVC-1120 pipe composed of Class 12454 A or B virgin compound in ,accordance with ASTM 01784. Pipe shall be tested and certified as suitable for potable water by the National Sanitation Foundation (NSF). Pipe shall be marked with manufacturer's identification, size, material, pressure rating and shall bear the NSF seal of approval. Pipe 4" and larger shall be pressure rated, Class 150 CDR18) or Class 200 (DR14) with cast iron pipe equivalent 0.0. in accordance with AWWA Specification C-900. Pipe shall be equipped with compression elastromeric gasket joint meeting the requirements of ASTM 03139. Pipes smaller than 4" shall be PVC Schedule 40 or 80 in accordance with ASTM 01785. Schedule 80 pipe and fittings a. b. 3. PVC a. b. c. d. e. f. HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02644-2 SECTION 02644 . WATER MAINS may be solvent joint or threaded joint. Schedule 40 pipe shall be solvent jointed only, not threaded. g. Connection of plastic pipe to other types of pipe, fittings or valves shall be made in accordance with the recommenda- tions of the pipe manufacturers with suitable adaptors, if required, designed for that purpose. B. Fittings: 1. Fittings for pipe 3" through 12" in diameter shall comply with current revisions of ANSI/A21.10, A21.11, BI6.1. Fittings shall be push-on, mechanical joint or Class 125 flange joint inside buildings or structures. 2. Fittings and special castings shall be cement lined unless otherwise specified. Cement lining shall conform with ANSI A 21.4 (AWWA C 104). 3. Mechanical joints shall conform with ANSI A21.11. Bolts shall be high-strength, low-alloy steel. 4. Gaskets shall be of vulcanized crude rubber or p~lyvinyl chloride and shall have plain tips. C. Valves and Boxes: Valves shall conform with current speCifications of the AWWA, C-509 bronze mounted 300 pound test and all shall turn counter clockwise to open or as required by local municipal standard. Valve boxes shall be cast iron extension type with slide adjustment . having fl ared base. 1. Covers with Cast lettering: a. "Water/Fire line" b. "Gray Water" D. Blow-Offs and air relief wells shall be constructed as indicated on the Drawings and shall include all necessary air relief ,valves, fittings and line valves. E. Concrete thrust blocks shall be placed at all plugs, caps, tees, bends and other fittings including those at open drain crossings. F. Blow-Off assemblies shall constitute the following: 1. Reducer or reducers to step down from main size to 4" diameter. One 4" valve and box, one 4" 45. or 90. blend, sufficient 4" riser pipe and one 4" plug; or, 2. Where blow-off assembly is to be installed immediately downstream to a line valve and well the same materials will be required as described above, except that the 4" valve and box will be omitted. 3. Supply necessary blocking. Blow-off assembl ies shall not be connected to any sewer, submerged in any stream or installed in any manner that permits polluted water entering the distribution system. G. Fire Hydrant Assembly: 1.' Hydrants shall be Ul and FM listed, 6" compression type with two hose and one pumper outlet. Manufacturer sh.ll meet local fire department requirements, but in all cases shall be subject to approval of Architect. 2. Hydrants shall open left. Paint hydrants to conform with those now in use but not before hydrants have been accepted. HlM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02644-3 SECTION 02644 WATER MAINS 3. length of hydrant body shall be sufficient to connect directly with main at elevation of main and provide clearance between average street level and nozzles. 4. Hydrant connections shall be made with standard 6" pipe and shall be equipped with standard 6" valve and valve box placed near hydrant. H. Tapping sleeves shall be split cast iron units and rated for 150 pounds per square inch working pressure. Steel units will not be acceptab 1 e. Determi ne the outs ide diameter of the ex i st i ng ma in before ordering the sleeve. Valves shall be as specified above for gate valves. I. Concrete shall conform to the requirements of Section 03300 - CAST- IN-PLACE CONCRETE. J. Tie rods shall be galvanized steel rods as manufactured by STAR NATIONAL PRODUCTS or Architect approved equivalent. K. Insulated metallic locating wire (14 gauge copper) capable of detection by a cable locator shall be provided for PVC pipe. l. Reduced pressure backflow preventers assemblies shall consist of two independent "Y. configured checks valves and one differential relief valve incorporating two diaphragms separated by a leak indicating spacer. Checks shall be of the spring loaded, center stem guided type. All internal metal parts shall be stainless steel. Elastomeric seat disc must be reversible, seat rings shall be B-61 bronze, or , stainless steel, bolted to the valve body incorporating on .0. ring seal to allow easy field removal and replacement. The check assembly shall be guided at the seat ring and at the cover by replaceable non- corrosive bushings to assure positive seat check1ng. Valve body and cover shall be ductile iron ASTM A536, Grade 65-45-12. Ducti,le iron body shall be flanged, ANSI BI6.1, Class 125 and epoxy 'coated internally 10-20 mil s and prime coated externally. Assembly shall include flanged, full port resilient wedge shut-off valves and four vandal resistant full part ball valve testcocks. Assembly shall be constructed so all internal parts, including seat rings, can be serviced without removing the device from the 1 ine. The assembly shall meet the requirements of AWWA C506-78 and be approved by the Florida Key Aqueduct Authority. . M. Restrained joints shall be placed at all plugs, caps, tees, bends and other fittings where shown on the drawings. Restrained joints in pipe and fittings shall be of the single gasket push-on type. The thickness of the pipe barrel remaining at grooves cut for restraint shall not be less than the nominal wall thickness of the non- restrained classes specified. The restraining components, when not cast integrally with the pipe, shall be ductile iron or high strength non-corrosive alloy steel. Tee-hand bolts and hexagonal nuts for all restrained joints in pipe and fittings shall be of high strength cast iron with composition, dimensions and threading as specified in ANSI/AWWA Standard Clll/A21.11, except that the length of the bolts shall meet the requirements for the restrained joint design. Each thrust resistant joint, and the pipe and/or fitting of which it is a part, shall be designed to withstand the axial thrust from an internal HlM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE ,02644-4 SECTION 02644 WATER MAINS pipeline pressure of at least 150 psi at bulkhead conditions, without reduction because of its position in the pipeline nor for support from external thrust blocks. Restrained push-on joint pipe and fittings shall be capable of being deflected after assembly. During def1 ect ion, all components in the restrained system shall be in contact to provide an equal force on all contact areas. Other types of restrained joints may be acceptable pending submittal of shop drawings to and approval from the Architect, however, field welding, or joints using set screws, expansion or snap rings or gaskets with expanding metal inserts will not be acceptable." N. Post indicator shall be UL and FM listed, cast iron, vertical type with two p1exig1ass windows aluminum target plates indicating "open" arid "shut" and lockable angle wrench. O. Water/Fire Meter and Strainer: Meter shall be Rockwell. Meter and strainer shall be approved by Florida Keys Aqueduct Authority. P. Insulated metallic locating wire (14 gauge copper) capable of detection by a cable locator shall be provided for PVC pipe. PART 3 - EXECUTION 3.1 INSTALLATION A. All pipe laying and bedding shall conform to the requirements of , Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. B. All types of mechanical jOint pipes shall be laid and jointed in full conformance with manufacturer's recommendations, which shall. be submitted to the Architect and local governing agencies for review and approval. Torque wrenches set as specified in AWWA Specif.,ication C1ll-64, shall be used. C. Valves shall be examined and cleaned before placing and shall be set vertically. D. Valve boxes shall consist of cast iron base to fit over bonnet of valve; adjustable cast iron jacket, 5" in diameter and cast iron cover. Adjust cover to average street or ground elevation. Earth shall be tamped about valve box the full depth of backfill. E. Hydrants: 1. Hydrants shall be cleaned and placed in a true vertical position and located as shown on the plans and accompanying detail sheet, but in any case shall be located as to be convenient for access and to avoid obstruction to traffic. When placed between walk and curb, the hydrant shall be set that no portion of nozzle caps shall be nearer than 1'-6" from the gutter face of the curb. 2. Under each hydrant the ground shall be excavated to a depth of at least l' -0" below the hydrant base for an area approximately 3'-0" square. This excavation shall be filled up to the elevation of the hydrant base with well compacted, clean coarse gravel or crushed stone. F. Concrete Encasement: 1. Concrete encasement (2500 psi concrete) shall be constructed as shown on the Drawi ngs'. Coordi nate wi th requi rements of Section 03300 - CAST-IN-PLACE CONCRETE. HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02644-5 SECTION 02644 WATER MAINS 3.2 2. The points of beginnning and ending of pipe encasement shall be not more than 6" from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. G. All water mains shall be flushed to remove all sand and other foreign matter. The velocity of the flushing water shall be at least 4'-0" per second. Dispose of the flushing water without causing a nuisance or property damage. H. PVC Locating Wjre 1. Bury wire directly above. centerline of pipe. 2. Locating wire shall terminate at the top of each valve box and be capable of extending 12" above top of box in such a manner so as not to interfere with valve operation. 3. Use duct tape as necessary to hold wire directly on the top of the pipe. HYDROSTATIC TESTS A. All water pipe shall be tested at a line pressure of 150 psi for a period of two hours per AWWA C600. The tests shall be conducted under the supervi s i on of the water per sonne 1 of the 1 oca 1 governmental agency, and a representative of the Architect, at a time convenient to all parties. Rate of loss shall not exceed that specified in the paragraph "Allowable limits for leakage". B. ,Supply a standard type of test pump, a suitable device for measuring water and a standard pressure gauge with all necessary fittings; all of which shall be approved. The test equipment shall be attached to the pipe in an approved manner. Compressed air shall not be used for testing. . C. Install temporary b10w-offs for flushing and disinfection and provide auxiliary means of filling new water main. Such arrangement shall be per Water Department of the Governmental Agency having jurisdiction. Extent of water main to be tested at anyone time shall be as directed by the local water department. 3.3 ALLOWABLE LIMITS FOR LEAKAGE A. The hydrostatic pressure tests shall be performed per AWWA C600 and no installation, or section thereof, will be acceptable until the leakage is 1 ess than the number of gallons per hour as determi ned by the formula: L - ~v. 133,200 in which, L - Allowable leakage, in gallons per hour S - Total length of pipe in feet in the section of main being tested. D - Pipe diameter in inches P = Average test pressure during the test in psi gauge HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02644-6 SECTION 02644 WATER MAINS 3.4 DISINFECTION A. After satisfactory hydrostatic test is obtained and before the water distribution system is placed in service it shall be disinfected in accordance with AWWA Specification C60l and C651,(tab1et method alone is not acceptable); and, its disinfection shall be demonstrated by bacteriological tests conducted in accordance with "Standard Methods for Examination of Water and Sewage" for the co1iaerogenes group, by an approved ,laboratory, acceptable to the County Health Department having jurisdiction. B. The chlorine treated water shall remain in the main.at least 24 hours, and at the end of that time the chlorine residual at pipe extremities and other representative points shall be at least 10 ppm. If the chlorine residual shall be less than 10 ppm, at the end of 24 hours further application of chlorine shall be made and the retention period repeated until the required 10 ppm residual is obtained. C. Following chlorination, all treated water shall be thoroughly flushed from the main until the replacement water throughout its length shall upon test, both chemically and bacteriologically, be proven equal to the water quality in the source water supply system. D. Should the initial treatment of all or any section of the mains, in the opinion of the governing agency or Architect prove ineffective, the ch 1 ori nat i on procedure shall be repeated unt 11 confi rmed tests show that water sampled from the new mains conforms to the foregoing requirements. 3.5 CONNECTION TO EXISTING SYSTEM A. All connections to existing mains shall be made after complete di s infect i on of the proposed system and shall be made under the direction of the Owner's of the existing system. Valves separating the mains being installed from existing mains shall be operated by or under the direction of said Owner's Representative. B. In the event the Owner will be without water while a connection is being made, notify the Construction Manager and Architect in advance when the water will be turned off and when service will be resumed. The connections may have to be made at night or on weekends. ******************** END OF SECTION 02644 HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02644-7 SECTION 02674 FIRE WELLS PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Well drilling B. Well casing installation C. Keeping records and samples. D. Well development by pumping E. Testing and protection of finished water well. . 1.2 SCOPE OF WORK A. Construction and testing of the fire well. B. Location: The wells is to be constructed at the locations shown. 1. The wells shall be installed in accordance with local fire department regulations. The wells shall consist of 16" steel pipe, open hole drilled t~ required depths. 2. It is the intention of the Architect that drilling, pumping, and other work as required shall proceed until a water supply meeting the quantity specified is obtained. The well bottom shall be founded in a relatively dense rock layer or zone. The driller shall inform the Construction Manager of the depth drilled during each previ ous day's dri 11 i ng and of his expected progress to comp 1 et ion. The Construct i on Manager concurrence shall be required for discontinuance of drilling operations if the depth is less than estimated in these documents or on a daily basis if drilling is proposed to continue beyond the estimated depth. C. It is the Architect's design intent that the well shall be capable of producing not less than 1000 gpm while pumping for .two hours continuously. ' 1.3 PROTECTION OF SITE AND DISPOSAL OF CUTTINGS A. Except as otherwise provided, the Contractor shall protect all trees and shrubbery, etc., during progress of the work, shall dispose of all cutt i ngs, dri 11 i ngs, debri s, and unused materi a 1 s, and shall upon completion of the work, restore site as nearly as possible to its original condition. Water pumped from the well shall be conducted to a place where it will be possible to dispose of the water without damage to property or creation of a nuisance, and where such water cannot flow back into the pumping well. 1.4 PERMITS , A. Procure all permits, certificates and licenses required by law for the execution of the Work, including what may be required' by the Water Management District. Comply with all federal, state or local laws, ordinances or rules and regulations relating to the performance of the work. ' 1.5 UNIT PRICES A. Refer to Division One for scope of units prices required of items specified under this section. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02674-1 SECTION 02674 FIRE WELLS B. Unit prices (established on the bid Form) will apply in the event additions to or deductions from the Work are required and authorized by a written order from the Architect to Contractor. 1. Un it pri ce is to be the same for overrun and underrun wi th in first 20% of indicated length and is to include drilling, casing, testing, records and logs. 1.6 CONSTRUCTION MATERIALS AND METHODS A. All work shall conform to the City of Key West Fire Department regulations. B. Competent Workmen: Employ only competent workmen for execution of the Work, and all work shall be performed under direct supervision of an experienced well driller satisfactory to the Architect and Construction Manager. C. Maintain at the site equipment which shall be in good operating condition during the life of the Contract. In the event that during the course of the Work the equipment, judged on the basis of the work completed, is considered unsatisfactory by the Architect or Construction Manager, the Contractor shall be notified in writing and shall not proceed with the Work until the deficiency is corrected. D. Samples and Records: 1. Submit a daily report describing the items of work accomplished, such as depth drilled, casing set, etc., the water level in the well at the beginning and end of each shift and such other pertinent data as he is required to record, and this shall include an hourly record of drilling progress (footage). Keep a running summary of the daily reports at the site for review by the Architect or Construction Manager upon request. , 2. Samples of the drill cuttings shall be taken at least every five (5) feet, and at changes of strata and identified. E. Casing: Casing pipe to be used for this work shall be new black steel pipe conforming to those specifications listed in AWWA Specifi- cations A100, latest revision, with threaded or welded couplings. 1.7 WELL DEVELOPMENT A. Exercise extreme care in the performance of work in order to prevent the breakdown or caving in of strata overlying that from which the water is to be drawn. Develop, clean, bail and pump the well by such methods until the water pumped from the well, at the design pumping rate, shall be substantially free from sand. 1.8 TESTING AND FINAL OPERATIONS A. P1umbness and Alignment: 1. All holes, casings, and liners shall be constructed round, plumb and true to line. To demonstrate comp1 iance, make tests for p1umbness and alignment after the complete construction of the well and before its acceptance. 2. P1umbness and alignment shall be tested by lowering into the well a section of pipe 40 feet long or a dummy of the same length. The outer diameter of the plumb shall not be more than 1/2" HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02674-2 SECTION 02674 FIRE WELLS smaller than the diameter of the casing or hole being tested. If a dummy is used, it shall consist of a rigid spindle with three rings, each ring being a true cylinder 12- long. The rings shall be positioned one at each end and one in the center of the dummy. The central shaft of the dummy shall be rigid to maintain the alignment of the axis of the rings. 3. Should the plumb or dummy fail to move freely throughout the length of the casing or hole, or should the well vary from the vertical in excess of 2/3 the smallest inside diameter of that part of the well being tested per 100 feet of depth, the p1umbness and alignment of the well shall be corrected. Failure to correct such faulty alignment or p1umbness shall cause the Owner to refuse to accept the well. B. Testing for Yield and Drawdown: 1. After the well has been completely constructed, developed, cleaned out and the depth accurately measured, make the necessary arrangements for conducting a pumping test and notify the Architect, Construction Manager and authority having jurisdiction 24 hours in advance of the test. Furn ish all 1 abor, power lubricants, materials, equipment, labor and supplies for this test. 2. Furnish, install and operate the pumping equipment necessary to pump from the well at a rate of the design gpm, and the installation shall be equipped with a gate valve or other throttling device acceptable to the Architect, so that reduced discharge rates may be obtained. Evidence to the satisfaction of the Architect shall be provided (prior to test pump installation) . to ensure that the capacity of the test pump and other, ire1 ated equipment meets these specifications. At least 24 hours prior to the test run, test run the pumping unit for a sufficient length of time to determine that the pumping unit and well performance meet the specified conditions. 3. The pumping unit shall be complete with a prime mover of ample power controls and appurtenances and shall be capable of being operated without interruption for a minimum period of eight hours. During this test pumping, the well must be equipped with an air line or otherwise open in some manner that will permit accurate drawdown measurements to be made. Once started, pumpi ng must continue without interruption to the end of the test period as designated by the authority having jurisdiction. The duration of the test period will be not less than eight hours. The test pump and prime mover shall remain installed after the pumping test and until the results have been studied and accepted by the Architect and authority having jurisdiction. 4. Furnish all necessary discharge piping for the pumping unit which shall be of sufficient size and length to conduit the water being pumped away from the well to an approved point where its discharge will not create a nuisance, and assure that the water is disposed of in a manner that prevents any possibil ity of recirculation. Install and maintain equipment for measuring the HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02674-3 SECTION 02674 FIRE WEllS flow of water from the test pump. Collect water ,samples for chemical analysis or collecting 'other data, as may be desired during the test. 5. After completion of the well test, remove by bailing or other approved methods any sand, stones or other foreign material that may have become deposited in the well. C. Abandonment of Well: 1. In the event that failure to drill to the depth specified or to such lesser depth as ordered by the Construction Manager or Architect, or should Contractor abandon the well because of loss of tools or for any other cause, Constractor shall fill the hole in accordance with the methods outlined in Section Al-13, Sealing Abandoned Wells, of the American Water Works Association A-100, latest revision. D. Temporary Capping: 1. At all times during the progress of the work, protect the well in a manner that will effectively prevent either tampering with the well or the entrance of foreign matter into it, and upon its completion provide and set a substantial screwed, flanged, or welded cap. E. Disposal of Pumped Water: 1. Arrange with the Construction Manager for a suitable site for disposal of water. Water may not create a hazard, obstruct free movement of traffic, nor cause property damage to others. F. Completion of Work 1. At completion of work, submit copies of all test reports and final certifications for operation to the Architect and the Owner. PART 2 - PRODUCTS N/A PART 3 - EXECUTION N/ !'- ******************** END OF SECTION 02674 HlM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02674-4 SECTION 02685 GAS DISTRIBUTION SYSTEM PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Natural Gas System 1.2 QUALITY ASSURANCE . A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site gas piping systems. B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for selection and payment. 1.3 JOB CONDITIONS A. Give adequate advance notice to publ ic municipal ities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known to the Contractor prior to excavation and that are indicated to be retained, as well as utility lines constructed during excavation operations and repair if damaged at no cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Architect immediately. Repair said damaged 1 ines immediately and contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and the Architect prior to disruption of traffic flow due to excavation of road and walkways inciaental to work of this Section. D. Barricade open excavations occurring as part of this work and post with warning lights. Operate warning 1 ights as recommended by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operation. PART 2 - PRODUCTS 2.1 MATERIALS A. Per local Gas Company requirements. PART 3 - EXECUTION 3.1 INSTALLATION A. Installation shall be per local Gas Company requirements. ******************** END OF SECTION 02685 HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02685-1 SECTION 02720 STORM SEWERAGE PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Storm Sewer Systems B. Miscellaneous Appurtenances. 1.2 QUALITY ASSURANCE A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site storm drainage system. B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for selection and payment. C. Comply with Florida Department of Transportation (F.D.O.T.) "Standard Specifications for Road and Bridge Construction" 1986 Edition, where appl1cabl e. 1.3 SUBMITTALS A. Provide shop drawings and certifications of all. materials covered under this section. B. To requirements of Project Record Documents, Division One, include storm system locations, invert elevations and structure locations. 1.4 JOB CONDITIONS A.. Give adequate advance notice to publ ic municipal ities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which ar.e made known to the Contractor prior to excavation and that are indicated to be retained, as well as utility lines constructed during excavation operations and repair if damaged at no cost to the Owner. If ,utility lines are encountered that were not indicated or that the Contractor was not made aware of after due negligence on his part, notify the Architect immediately. Repair said damaged lines immediately. Contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and Architect prior to disruption of traffic flow due to excavation of road and walkways incidental to work of this Section. 1.5 EXCAVATION AND BACKFILL A. All excavation, preparation of pipe bedding, backfilling and related work shall conform to the requirements of Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. PART 2 - PRODUCTS 2.1 STORM SEWER A. Concrete Pipe: 1. Conform to the requirements of specifications for "Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe" as designated in HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02720-1 SECTION 02720 STORM SEWERAGE ASTM C-76 except that both the bell and spigot of each pipe shall contain circumferential reinforcement equal in area to that of a single line within the barrel of the pipe. Pipe shall be manufactured and furnished in a class and wall thickness as specified or shown on the Drawings, and in accordance with the design and strength requirement prescribed in Tables I to V with wall thicknesses A, B, or C corresponding thereto. 2. Reinforced sewer pipe jointing material may consist of mastic joint filler similar to DeWITT "No. 10 Sewertite" or Architect approved equivalent. B. Ductile Iron Pipe: 1. Conform to ANSI A21.51, Class 53 with bituminous coating on outside surface. The interior surface of all ductile iron sewer pipe with a nominal diameter of eight inches (8") and larger: lined with virgin polyethylene compounded with carbon black to resist exposure to ultraviolet rays during open air storage. The lining shall comply with ASTM 01248 latest revision. The polyethylene shall be fused to the pipe with heat in accordance with the manufacturer's recommendations to form a tightly bonded lining approximately forty mils thick, extending from the spigot end to the gasket seat in the bell socket. 2. Joints: conform to ANSI A21.11 push-on or mechanical joints, plain tip neoprene gaskets unless noted otherwise. C. ,Plastic Filter Fabric: 1. Filter fabric shall be MARAFI 140N or Architect approved equivalent. 2.2 MISCELLANEOUS APPURTENANCES A. Pipe Adapter: 1. Donut pipe adapter shall be manufactured from virgin polyvinyl chloride or polyurethane adaptable to similar or dissimilar pipes of the same or different sizes. Donuts shall be equal to FERNCO JOINT SEALER COMPANY, DICKEY COMPANY as approved by local plumbing codes or Architect approved equivalent. B. Service Connections: 1. Openings for connections to sewers shall be placed as shown on the Drawi ngs. Standard wye branch or tee shall be used. Openings shall be placed approximately 30. up from horizontal position, never in a vertical position. Place and tamp concrete with a compressive strength of 3000 pounds per square inch at 28 days about these connections for rigid pipe and close the opening with suitable water tight stopper. The joint to receive plug or riser pipe shall be compression type. 2. The wye branches or openings shall be fitted with long radius elbow and extension. No wye or opening or extension shall be covered with fill until its location has been recorded. 3. Place pipe risers extending from the branch openings of the sewer up to within 8'-0" of the ground surface or to intercept existing building connections. These risers shall be laid up and held in place in a substantial manner and surrounded by concrete with a _, J HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02720-2 SECTION 02720 STORM SEWERAGE compressive strength of 3000 pounds per square inch at 28 days or ang~lar 1/4" to 1-1/2" graded stone. Openings in the top of riser pipes, not connected to live leads shall be closed by means of water tight stoppers that are capable of withstanding an air test. C. Pipe with approved compression type joints shall be installed to within 5' -0" of the building. Leads shall be laid on a minimum uniform slope of 1/8" per foot unless a slope is indicated on the Drawings. PART 3 - EXECUTION 3.1 CONCRETE ENCASEMENT A. Provide concrete encasement using concrete with a minimum compressive strength at 28 days of 2500 pounds per square inch where: 1. The sewer or servi ce pi pe shall have 1 ess than 30" of cover between the top of the pipe and the final top of pavement or ground line. This does not apply to concrete pipe. 2. The points of beginning and ending of sewer, or service pipe encasement shall be not more than 6" from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. 3.2 CONNECTIONS TO EXISTING STRUCTURES AND SEWERS A. Various sewer 1 ines shall be connected to existing manholes and structures which will require cutting into the existing structure. Line drill existing structure on four inch centers before breaking out concrete. Exercise care in cutting into the existing structure and any damage done to the structure shall be repaired at no expense to the Owner. 3.3 TESTS, INSPECTION AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP A. Method of testing and measurement shall be approved by the Architect and local governing agency. Provide necessary equipment and labor for making tests. 1. The pipe barrel between sewer structures shall be straight and of uniform slope. Service connections shall not protrude into the pipe barrel. 2. The pipe al ignment shall permit 1 ight to be visible when the barrel is 1amped between structures. Where light is not visible, the condui t shall be tel evi sed; (recorded, and cert i fi ed in a format acceptable to authority having jurisdiction); between manholes at no cost to the Owner. 3. All cracked pipe, misaligned joints, and points of observable infiltration shall be re-excavated and repaired. Grouting will not be acceptable. 4. Submit a repair procedure to correct any defiCiency as they occur. The Contractor shall bear the cost of correct i ng rej ected work. The Architect, or the governing agency having jurisdiction, shall review the procedure prior to implementing. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02720-3 SECTION 02720 STORM SEWERAGE 3.4 CLEAN-UP A. Upon completion of work of this Section, leave all components of the drainage systems completely free of silt, debris and obstructions. ******************** END OF SECTION 02720 , . HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02720-4 SECTION 02721 SEWER STRUCTURES PART 1 - 'GENERAL 1.1 WORK OF THIS SECTION A. Manholes, Catch Basins, Inlets, and Junction Boxes 1.2 QUALITY ASSURANCE A. Provide at least one person who shall be thoroughly trained and experienced in skills required, who shall be completely familiar with requirements of work de,scribed in this Section and who shall be present during progress of work of this Section, and who shall direct work performed under this Section. B. For actual finishing of concrete surfaces and operation of required equipment, use only personnel thoroughly trained and experienced in skill required. C. Work shall conform to national, state, county, city and institutional codes governing installation of site utility systems. . D. Submi t fi ve sets, a 1 etter of cert i fi cat ion descri bi ng each sample for review certifying that the materials or equipment submitted complies with the requirements set forth in drawings and specifications. The source of certification shall be as approved by the Architect. When statements on certificates originate with the manufacturer, endorse all claims and submit statement in Contractor's name. No materials I or manufactured products shall be incorporated in the work prior to Architect's receipt of such certification. E. Testing Lab: Refer to Division One - TESTING LABORATORY SERVICES for selection and payment. 1.3 SUBMITTALS , A. Provide shop drawings and certifications of all materials covered under this section. B. To requirements of Division One, Project Record Documents, submit record drawi ngs to i ncl ude all structure 1 ocat ions and all invert elevations. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Use means necessary to protect materi a 1 s of th is Sect i on before, duri ng and after i nsta 11 at i on and to protect i nsta 11 ed work and materials of other trades. B. Be responsible for safe storage of material furnished and accepted for the intended work, until it has been incorporated in completed project. Interior of pipe, fittings and other accessories shall be kept free from dirt and foreign matter. C. Access and storage areas shall be returned to normal usable condition at end of project. 1.5 JOB CONDITIONS A. Give adequate advance notice to public municipalities and utility companies of proposed work. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02721-1 SECTION 02721 SEWER STRUCTURES B. Protect existing utilities indicated or the location of which are made known to the Contractor prior to excavation and that are indicated to be retained, 'as well as util ity 1 ines constructed during excavation operations and repair if damaged at no cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Architect immediately. Repair said damaged 1 ines immediately and contract price will be adjusted in accordance with the provisions of the Contract. 1.6 EXCAVATION AND BACKFILL A. All excavation, preparation of pipe bedding, backfilling and related work shall conform to the requirements of Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. C. Coordinate work of this section with other construction activities taking place simultaneously on site. . D. Adequate advance notice shall be given interested governmental agencies prior to disruption of traffic flow due to excavation of road and walkways incidental to work of this Section. PART 2 - PRODUCTS 2.1 MATERIALS A. Mortar shall be composed of one part Portland cement and two parts masonry sand, by volume. 0 B. Brick shall be hard burned common brick or concrete brick, conforming to ASTM C-32, measuring approximately 2-1/4" x 3-3/4" x 8" and,be free from foreign matter, cracks and flaws. Brick shall have a minimum compressive strength of 2000 psi and an average water absorption of in 24 hours not exceeding 22% of dry weight. Common brick shall be thoroughly wetted prior to laying. Brick shall be laid radially in a full bed of mortar and a 1/2" coat of mortar shall be applied to outside of manhole. C. Solid concrete radial block having a minimum compressive strength of 2000 psi shall be not less than 8" in radial thickness. Cone or batter block shall be used for the upper section. All block shall be laid in a full bed of mortar and a 1/2" coat of mortar shall be applied to outside of manhole. D. Precast sections shall be a minimum of 8" thick and comply to ASTM C-478 or ASTM C-76 Class III, as required by depth below ground. All sanitary sewer manholes shall have a minimum 8" thick walls and also meet the requirements of ASTM C-478 and shall be coated inside and outside with two coats of KOPPERS o300-M bitumastic (or Architect approved equivalent) to give a minimum dry thickness of 16 mils. The top section shall be an eccentric cone with one straight side having a top face a minimum of 8" wide. The top section shall be set at an elevation to provide for 3 courses of brick between the top face and the manhole frame when set to grade, unless a watertight bolted frame and cover are required. Precast sections for sanitary manholes shall HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02721-2 SECTION 02721 SEWER STRUCTURES have a modified grooved tongue with rubber gasket. All other precast shall be standard tongue and groove using mastic joint material equal to DeWITT #10. All interior Joints shall be pointed with mortar and all visible leaks must be stopped. E. Cast-in-P1ace Concrete Structures: 1. Concrete Materials: a. Portland Cement: ASTM CIS0; normal Type I. b. Fine and Coarse Aggregates: ASTM C33. c. Water: Clean and free from injurious amounts of oil, alkali, organic matter or other deleterious material. 2. Reinforcement: a. Reinforcing Steel: 60 ksi yield strength; deformed billet steel bars; ASTM A61S; plain finish; 'S size. b. Welded Steel Wire Fabric: Plain type; ASTM AI8S; plain galvanized finish; 6" x 6", 1.4 x 1.4 size. c. Tie Wire: Minimum 16 gage annealed type, or patented system acceptable to the Architect. 3. Formwork and Accessories: a. Formwork: Matched, tight fitting and adequately stiffened to support wei ght of concrete wi thout def1 ect ion detri menta 1 to tolerances and appearance of concrete and in accordance with ACI 301 and ACI 347. b. Joint Filler: Minimum 1/2" thick asphaltic impregnated fiberboard. c. Concrete Curing Compound: Chlorinated rubber type; clear color; ASTM C308, Type 1. 4. Concrete Mix: a. Mix and proportion to produce minimum 3000 psi conerete at 28 days with maximum slump of 3", and 4 to 6 percent air entrainment; ASTM C94. b. Use accelerating admixtures in cold weather only when acceptable to the Architect. Use of admixtures shall not re 1 ax cold weather placement requ i rements. Do not use calcium chloride. 2.2 CASTINGS: A. Gray iron castings for manhole frames, covers, grates, and other items shall conform to the ASTM A-48, Class 30. Castings shall be local municipal standard or as indicated on Drawings. B. The seating surfaces between frames and covers shall be machined to fit true. C. The words "STORM SEWER" or "SANITARY SEWER" shall be cast in all manho 1 e covers, wh i chever is app 1 i cab 1 e . All manhole frames and covers shall be traffic bearing unless otherwise specified. D. Where indicated, structure covers and grates shall be bolted to the frames with tamper-resistant stainless steel bolts. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02721-3 SECTION 02721 SEWER STRUCTURES PART 3 - EXECUTION 3.1 SEWER STRUCTURES A. Manholes, inlets and catch basins shall be constructed of brick, block, cast-in-place, or precast concrete sections. The lower section shall be as shown on Drawings. B. Bottoms shall be a minimum of 8" thick and be constructed of concrete with a compressive strength of 3000 pounds per square inch at 28 days. Precast bottoms may be used, providing they are set on a minimum of 2" of granular bedding, compacted in place. No dry bottoms are allowed. All manholes shall have channeled bottoms. For sewers 15" in diameter, or less, the channel shall be 1/2 depth of pipe. For sewer larger than 15" diameter, the channel shall be a minimum of three quarters of the pipe diameter. C. All pipe entering or leaving and not required to have flexible, water- tight seals at walls shall be supported by pouring concrete with a compressive strength of 2500 pounds per square inch at 28 days fill from undisturbed ground to pipe center 1 ine, from structure to undisturbed ground at trench sides. See detail sheets and/or specifications for requirements governing flexible, watertight seals. D. Backfill around all manholes and catch basins shall be granular material, placed uniformly around the structure in 1'-0" lifts and compacted in place. No backfill shall be placed about manhole for 24 , hours if an outside mortar coat has been applied. Coordinate with Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. E. Wall. Thickness: 8" 12" 16" Materi al Brick or Block Brick or Block Brick or Block Deoth Below Ground o to 16'-0" 16'-0 to 24'-0" 24'-0 to 32'-0" Wall Thickness Precast o to 25'-0" 25'-0" and over (Variab 1 e) (Variable) ASTH C-478 ASTM C-76 Class III Below a depth of 13'-0", walls of brick manholes shall be laid in alternate stretcher and header courses. F. After manholes and catch basins have been completely constructed and inspected, and proper backfilling and grading operations have been completed, immediately clean site of all resultant debris or excess materials. ********************* END OF SECTION 02721 HLM 90007~00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02721-4 SECTION 02730 SANITARY SEWERAGE PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Sanitary Sewer System 1.2 QUALITY ASSURANCE A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site sewer systems. B. Testing lab: See Division One - TESTING LABORATORY SERVICES for selection, payment, and usage of this service. 1.3 SUBMITTALS: A. Submit a letter of certification describing each sample for review certifying that the materials,or equipment submitted complies with the requirements. The source of certification shall be as approved by authority having jurisdiction. When statements on certificates originate with the manufacturer, endorse all claims and submit written cert i fi cat i on from the Contractor. No materials or manufactured products shall be- incorporated in the work prior to authority having jurisdiction receipt of such certification. Shop drawings shall also be submitted for all items covered in this section. B. Comply with requirements of Division One - PROJECT RECORD DOCUMENTS. Include the location of structures, and pipe invert elevations. C. Test Reports 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect materials of this Section and to protect installed w~rk and materials of other trades. , B. Protect stored material furnished and accepted for the work intended. Excavated materi a 15 and backfi 11 materi a 15 shall be kept free from dirt and foreign matter contamination. C. Access and storage areas shall be returned to normal usable condition at end of project. 1.5 JOB CONDITIONS A. Give adequate advance notice to public municipalities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known by on-site inspection prior to excavation that are indicated to be retained, as well as utility lines constructed during excavation ope rat ions. Repa i r if damaged at no cost to the Owner. If ut i 1 i ty lines are encountered that were not indicated or that the Contractor was "not made aware of after due diligence on his part, notify the Architect immediately. Repair said damaged 1 ines immediately and contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and Architect prior to disruption of traffic flow due to installation of sanitary sew~r system of this Section. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02730-1 SECTION 02730 SANITARY SEWERAGE 1.6 EXCAVATION AND BACKFILL A. All excavation, preparation of pipe bedding, backfilling and related work shall conform to the requirements of Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. PART 2 - PRODUCTS 2.1 SANITARY SEWER A. PVC Pipe: 1. SDR35 type PSM conforming to ASTM 03034 for sewer service 4 inch and larger. 2. Installed in Class I or Class II embedment material in accordance with ASTM 02321. B. Ductile Iron Pipe: 1. Conform to ANSI A21. 51, Cl ass 53 wi th bi tumi nous coat i ng on outside surface. The interior surface of all ductile iron sewer pipe with a nominal diameter of eight inches (8") and larger: lined with virgin polyethylene compounded with carbon black to resist exposure to ultraviolet raysduring open air storage. The lining shall comply with ASTM 01248 latest revision. The polyethylene shall be fused to the pipe with heat in accordance with the manufacturer's recommendations to form a tightly bonded lining approximately forty mils thick, extending from the spigot end to the gasket seat in the bell socket. 2. Joints: conform to ANSI A21.11 push-on or mechanical joints, plain tip neoprene gaskets unless noted otherwise. C. Pi pe Adapter: ' 1. Donut pipe adapter: manufactured from virgin polyvinyl chloride or polyurethane adaptable to similar or dissimilar pipes of the same or different sizes. Donuts: equal to FERNCO JOINT SEALER COMPANY, DICKEY COMPANY, or as approved by local plumbing codes. 2.2 SERVICE CONNECTIONS A. Openings for connections to sewers: as indicated. Standard wye branch or tee shall be used. Openings: placed approximately 30.up from hori zonta 1 pos i t ion, never in a vert i ca 1 pos it ion. Pl ace and tamp concrete with a compressive strength of 3000 pounds per square inch at 28 days around connections for rigid pipe. Close the opening with a suitable water tight stopper. The joint to receive plug or riser pipe shall be compression type. B. The wye branches or openings shall be fitted with long radius elbow and extension made therefrom. No wye or opening or extension shall be covered with earth until its location has been recorded. C. Furnish and place pipe risers extending from the branch openings of the sewers up to within 8'-0" of the grade or to intercept existing building connections. These risers shall be laid up and held in place in a substantial manner and surrounded by concrete with a compressive strength of 3000 pounds per square inch at 28 days or angular 1/4" to 1-1/2" graded stone. Openings in the top of riser pipes not connected HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02730-2 SECTION 02730 SANITARY SEWERAGE to live leads shall be closed by means of water tight stoppers' that are capable of withstanding an air test. D. Install pipe with approved compression type joints to within 5'-0" of the building. Leads: laid on a minimum uniform slope of 1/8" per foot unless a slope.is indicated on the Drawings. Provide a temporary plug at the end of pipe until the building waste system can be connected to the sanitary sewer. PART 3 - EXECUTION 3.1 CONCRETE ENCASEMENT A. Provide concrete encasement using concrete with a compressive strength of 2500 pounds per square inch at 28 days where: 1. The sewer or service pipe shall have less than 2'-6" of cover between the top of the pipe and the rough grade elevation or ground line. 2. The sanitary sewer or service pipe crosses over, or at a depth which provides less than 1'-6" clear distance between pipes when crossing under water mains. Encasement shall extend a minimum of 10'-0" on each side of the point of crossing. 3. The lateral separation of the sanitary sewer pipe and potable water piping is less than 10'-0". 4. The points of beginning and ending of sewer, or service pipe encasement shall be nQt more than 6" from a pipe jOint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. " 3.2 CONNECTIONS TO EXISTING SEWER STRUCTURES AND SEWERS A. Various sewer lines shall be connected to existing manholes and structures which will require cutting into the existing structure. Li ne drill exi st i ng structure on 4" centers before breaki ng out concrete. Exercise care in cutting into the existing structure and any damage done to the structure shall be repaired at no expense to the Owner. 3.3 CROSSING OF SANITARY SEWER AND WATERMAINS A. Where the sanitary sewer or service pipe crosses over a watermain, or where the sanitary sewer or service pipe is at a depth which provides less than 18" clear vertical distance between pipes when crossing under watermains, the sanitary sewer line shall be encased with ductile iron pipe for a minimum of 10 feet on either side of watermain. Seal each end with non-shrink grout. 3.4 TESTS, INSPECTION AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP A. Lamping of the completed sewer . system as well as infiltration and exfiltration tests will be performed after complete backfilling and the laying of the roadway base. A final inspection will be held after the roadway is completed to verify that the system has not been HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02730-3 SECTION 02730 SANITARY SEWERAGE damaged. All lines and appurtenances not meeting specifications or reasonable standards shall be repaired or replaced. B. Each manhole or other appurtenance to the system shall be of the speci fied size and form, be watertight, neatly and substanti ally constructed with the top set permanently to exact position and grade. All repairs shown necessary by the inspection are to be made; broken or cracked pipe replaced; all deposits removed and the sewers left true to line and grade, entirely clean and ready for use. C. All sanitary sewers shall be 1amped. The 1amping will determine that the lines have been laid to accurate line and grade. Each section of the sewer is to show on examination from either end a full circle of light between manholes. D. Infiltration and Exfi1tration Testing: 1. All sanitary sewers shall be subjected to an infiltration or exfi1tration test, or a combination of same, prior to acceptance by the Owner and governmental authority. All sewers over 24" diameter shall be subjected to infiltration tests. 2. All sewers of 24" diameter or less, where the ground water level 5'-0" above the top of the sewer shall be subjected to infiltra- tion tests. 3. All sewers of 24" diameter or less, where the 'ground water level is less than 5'-0" above the top of the sewer shall be subjected exfi1tration tests. , 4. If an exfi1tration test is performed, the maximum exfi1tration rate shall be the same as that permitted for infiltration. 5. For the purpose of exfiltration testing, the internal water level shall be equal to the external water. level plus 5'-0" as measured from the top of the pipe. I E. Test PVC pipe for excessive deflection by passing a mandrel through the 1 ine. The mandrel shall be a "go/no go" type with a diameter equal to 95~ of the inside diameter of the pipe. Any section of pipe not passing this test shall be excavated and installed properly. F. Within a reasonable length of time following pipe-laying and back- filling, complete all work necessary to perform testing. Perform all necessary preliminary tests and make all necessary repairs, including the repair of all visible leaks and cracks, and retests to ready the sewers for final inspection and witnessing of tests by the Owner or governmental agency. G. If a sewer fails to pass the previously described tests, the Contractor shall determine the location of the leaks, repair them and retest the sewer. The test shall be repeated until satisfactory results are obtained. I. Method of testing and measurement shall be approved by the Governmental Agency. Provide necessary equipment and labor for making tests. J. Chemi ca 1 or cement grout i n9 wi 11 not be cons i dered an acceptable method of repairing leaking pipe, joints, or structural failures, except where specifically approved by the Governmental Agency. HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02730-4 SECTION 02730 SANITARY SEWERAGE K. Where ground water conditions require dewatering operations in order to construct sewers of 24" diameter or smaller, perform preliminary exfiltration tests after backfilling and while the dewatering equipment is still operating. L. Where preliminary acceptance tests have been performed shortly after sewer' construction, such tests will not automatically result in acceptance of the sewer. Final acceptance will not be considered until after. a reasonable length of time following pipe laying and backfilling to allow as much as possible for development of the earth load on the pipe. M. Maximum allowable infiltration shall not exceed 100 gallons per inch of diameter per mile of pipe per 24 hours for the overall project. Maximum allowable infiltration shall not exceed 200 gallons per inch of diameter per mile of pipe per 24 hours for any individual run between manholes. 3.5 CLEAN UP A. Upon completion of work of this section, leave all components of the sewage system completely free of silt, debris and obstructions. ******************** END OF SECTION 02730 : HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02730-5 SECTION 02930 LAWNS AND GRASSES PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Sodding B. Maintenance of Area, 1.2 QUALITY ASSURANCE A. Comp.1y with all current restrictions in regard to movement of sod into or within areas which are outside of quarantine boundaries for the imported fire ant, as issued by the following agencies: 1. U.S. Department of Agriculture, Animal and Plant Health Inspection Service. 2. Florida Department of Agriculture, Division of Plant Industry. 1.3 SUBMITTALS A. Submit certificates of inspection as required by governmental authorities. Submit data substantiating that materials comply with specified requirements. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Sod cut more than 48 hours prior to placement shall not be used unless reviewed by Architect. Sod delivered to job site which is either too wet or too dry to handle without damage shall be rejected. B. Deliver fertilizer to the site in original unopened containers bearing manufacturer's guaranteed ~hemica1 analysis, name, trademark and conformance to state laws. Do not use fertilizer which has become wet, moldy or otherwise damaged in transit or in storage . 1.5 JOB CONDITIONS A. Provide protection against trespassing and damage to grassed areas. B. Contractor shall be responsi b1 e for damage to 1 awn areas that is cause by work of his planting, mulching, plant maintenance or replacements being done after lawn areas are accepted. 1.6 WARRANTY A. Provide a three month warranty on labor and materials. Warranty period shall begin upon date of final acceptance of work. B. Warranty lawn material to be in good health and flourishing condition for a period of three-months from date of final acceptance. C. Make inspections at no extra cost to Owner during warranty period to determine what changes should be made in Owner's maintenance program. Changes recommended s,ha 11 be submi tted in wri t i ng to Owner and Architect. D. Replace without cost to Owner and as soon as weather conditions permit lawn areas not in a thriving condition as determined by Architect and at termination of warranty period. E. Warranty replaced 1 awn materi a 1 for a peri ad of three-months from reinstallation date. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02930-1 SECTION 02930 LAWNS AND GRASSES PART 2 - PRODUCTS 2.1 PLANT MATERIALS A. Sod: 1. Sod: St. Augustine "Floratam"; strongly rooted, free of noxious weeds, bugs, fungus and other diseases. Sod shall be cultivated stock grown in an established turf nursery at least 18 months before lifting, mowed to a height of 1-1/2 inches before lifting, uniformly thick with not less than 1 inch of soil. 2.2 OTHER MATERIALS A. Topsoil: 1. Furnish topsoil if the quantity of existing stored or excavated topsoil is inadequate for planting. Provide in sufficient amounts required for the work. Topsoil required: a natural fertile, friable soil, possessing characteristics of representative productive sQi1s in the vicinity. , Obtain from naturally well-drained areas; without add mixture of subsoil and free from Johnson grass (Sorghum Halepense), nut grass (Cyperus Rotundus) and objectionable weeds and toxic substances. B. Ferti1 izer: '1. Commercial fertilizer: 8-8-8 formulation, of which 50% of the nitrogen is in the urea-formaldehyde form and shall conform to the. applicable State Fertilizer laws. Fertilizer: granulated so that 80% is held on a 16 mesh screen, uniform in composition, dry and free- f1 owi ng . ' , C. Water: 1. Provide water for work of this Section, suitable for irrigation and free from ingredients harmful to plant life. Provide hose and other watering equipment required for successful execution of work. Maintain watering schedule to date of Substantial Completion of work. D. Limestone: 1. Limestone: raw, ground agricultural 1 imestone containing not less than 90% calcium carbonate and shall be ground to such firmness that 50% will pass through 100-mesh sieve and 90% will pass through 20-mesh sieve. PART 3 - EXECUTION 3.1 PREPARATION A. Final grading and topsoil placement: as previously specified. Provide final disking, if necessary, and hand raking to level minor irregularities in grade, and remove completely: debris and stones over one inch in any dimension. HLM 90007.00-3 THE NEW MONROE COUNTY. DETENTION CENTER BID GROUP ONE 02930-2 SECTION 02930 LAWNS AND GRASSES 3.2 PERFORMANCE A. Ferti1 izer: 1. Apply fertilizer to all lawn areas at the rate recommended by manufacturer, thoroughly incorporating it into the upper 2" of soil. 2. Fertilizer operations will not be permitted when it is raining, or when wind velocities exceed 5 mph. B. Sodding: 1. Correct all soft spots and inequities in the finish grade and roll with a 500 pound hand roller before sodding. 2. Compacted silica sand shall be uniformly spread over a smooth subgrade in all grassed areas to a depth of two inches after compaction if necessary to facilitate drainage. Notify Architect five working days in advance if any drainage problems exist. Soil finish grade shall be two inches below final finish grade of sod if sand is used. 3. Lay solid sod panels tightly together, eliminating voids. Immediately following sodding, roll with a 500 pound roller, then thoroughly water. 4. After sodding has been completed, it shall be this Section's responsibility to carryon all maintenance operations necessary to assure healthy growth and sustain grass through primary development period until it is well established. 5. If necessary due to dry weather, apply sufficient water to produce healthy growth and sustain. grass through primary development period until i~ is well established. 6. If for any reason, whether due to wash-out, dryness, or any other cause, sod fails to produce sufficient healthy grass cover, re-sod areas affected. Fill, level, and re-sod wash-outs which might occur at no additional cost to Owner. 7. After the grass has attained sufficient growth, approximately 30 days, apply fertilizer at the recommended rate. Spread only when soil has received water within the past 24 hours. 3.3 FIELD QUALITY CONTROL A. When grass has been cut minimum of three times and uniform catch of specified grasses is established without evidence of excessive weed crab grass infestation, submit written request to Architect for observation of established lawn. B. Architect shall observe work for final acceptance upon written request of Contractor. Request shall be received at least ten calendar days before antiCipated date of inspection. C. If weeds, crab grass or fire ants develop prior to acceptance of lawn, provide for treatment by hand weeding or chemical control. Provide chemical control as recommended by chemical manufacturer and reviewed by Architect. D. At least two weeks shall e1 apse after chemical control is app1 ied before request of inspection for acceptance is made to Architect. E. Bare spots or cover that is unacceptable in lawn area being readied for inspection shall be no more than 2% of lawn area. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02930-3 SECTION 02930 LAWNS AND GRASSES F. Upon completion and re-inspection of any repairs or renewals, Architect may certify in writing to Owner final acceptance of lawn work. G. Upon acceptance of work, Owner shall assume maintenance of lawn work. 3.4 CLEANUP A. Upon completion of each portion of work, remove from site: machinery, equipment, surplus materials and rubbish connected with execution of lawn work. B. Maintain sidewalks and streets free of dirt, rubbish and stain throughout progress of work. ******************** END OF SECTION 02930 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02930-4 SECTION 02955 TREE RELOCATION PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Soil preparation B. Root pruning C. Transplanting trees D. Heeling-in trees E. Mulch and planting accessories 1.2 QUALITY ASSURANCE A. P1 ant names indicated comply with "Standardized Pl ant Names" as adopted by the latest edition of THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. Names of varieties not listed conform generally with names accepted by the nursery trade. B. Tree relocation shall be performed only by competent personnel trained and experienced in such work, with a minimum of three (3) years experience of this nature. C. Trees indicated to be relocated, which are destroyed or receive excessive damage during relocation, shall be replaced in kind and size, or the following value will be deducted from monies due the Contractor: 1. $18.00 per cross-sectional area in inches at 12" above finish grade per trunk. 1. 3 SUBMITTALS A. Provide references of at least three other similar projects including the name, address and telephone number of the Owner, Landscape Architect, Architect and Engineer. , B. Provide written maintenance instructions for the care and maintenance of the transplanted materials. C. Provide a written list of the methods and equipment to be used to complete the project. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING , A. Deliver fertilizer materials in original, unopened and undamaged containers showing weight, analysis and name of manufacturer. Store in a manner to prevent wetting and deterioration. B. Take all precautions customary in preparing plants for moving. C. Dig, pack, transport and handle plants with care to ensure protection against injury. D. Protect all plants from drying out. If plants cannot be planted immediately upon delivery, promptly protect them with soil, wet peat moss or in a manner acceptable to the Architect. Water heeled-in p1 ants daily. E. No plant shall be bound wi th rope or wire in a manner that cou1 d damage or break the branches. F. Materials heeled-in and stored on site shall be adequately watered at required intervals. G. Plants shall be properly marked for identification and for checking before relocation to the new site. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02955-1 SECTION 02955 TREE RELOCATION 1.5 PROJECT CONDITIONS A. Protect existing utilities, paving and other facilities from damage caused by relocation operations. B. Repair all damage cause by relocation operations. C. Consult local utility engineers, review applicable architectural and engineering drawings, and be familiar with alignment of underground utilities prior to digging. PART 2 - PRODUCTS 2.1 MATERIALS A. Topsoil shall meet the following requirements: , 1. Fertile, friable agricultural soil capable of sustaining vigorous plant grown, suitable for growth of grass and plants, free from subsoil, clay lumps, objectionable weeds,litter, stones larger than 2" in diameter, stumps, root and other material that would interfere with planting and maintenance operations with an acidity range of between 5.5 to 6.5. B. Florida peat shall be fertile, friable peat specifically pulverized with a coarse grind and processed for horticultural use. It shall be highly fibrous in texture and consistently low 1n soluble salts, rich in plant nutrients and nematode.-free. It shall be clean of stick, , plants, and other foreign matter, and shall have a pH range of 5.5 to 6.5. C. Pl ant i.ng soi 1 shall consist of a mi xture by volume of 50% Flori da peat. and 50% coarse sand salt free and without weeds. Submit $oil certification five working days prior to commencing work. D. Fertil izer: 1. Commercial fertilizer for trees, shrubs and ground cover shall be complete fertilizer of which 50% nitrogen is derived from natural organic sources of ureaform. It shall contain the following percentages by weight: a. 8 Nitrogen b. 8 Phosphoric Acid c. 8 Potash E. Water: 1. Water used in this work shall be furnished by Contractor and shall be suitable for irrigation and be free from ingredients harmful to plant life. Hose and other watering equipment required for work shall be furnished by Contractor. F. Mulch: 1. Mulc~ shall be composed of premium grade shredded cypress bark. G. Anti-Desiccant: 1. Provide protective film emulsion that provides a protective film over plant surfaces. Ant i-des i ccant sha 11 be permeable to permit transpiration. H. Materials for Staking and Guying: 1. Rubber Hose: Hose used in staking trees shall be sound rubber hose with two-ply fabric and .at least 1/2" inside diameter. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02955-2 SECTION 02955 TREE RELOCATION 2. Guy Wire: Provide wire used in staking trees annealed galvanize~ steel of No. 12 gage. 3. Twine: Jute twine not less than two ply. 4. Bracing Stakes: Between 4'-0" and 10'-0" long of sound, durable, unfi n ished 1 umber capable of wi thstand i ng above-ground and underground conditions during warranty period, with top and bottom dimensions of 2" x 2" or 2" in diameter or more. 5. Guy Stakes: #5 rebar, 24" long. 112" x 2", 30" longll. 6. Turnbuckles : galvanized or dip painted with 3" minimum lengthwise opening filled with screw eyes. Use one turnbuckle for each guy. 7. Nailing into trunks of trees or Ilpalmsll is not allowed. PART 3 - EXECUTION 3.1 PREPARATION A. All trees shall be root pruned four weeks prior to moving. During root pruning period, trees shall be watered in order to maintain healthy, vigorous growth. B. Remove a minimum of limbs to ensure survival of trees that are to be relocated. C.' Locations for relocated ,trees shall be staked out in the field for Architect's approval before excavation is begun. D. Planting Time 1. Evergreen materials shall be transplanted between September 1 and November 1 or in the spring before new growth begins. ,If the project requ i rements requ ire plant i ng at other times" plants shall be sprayed with anti-desiccant prior to planting operations. 2. Deciduous materials shall be transplanted in dormant condition. If deciduous trees are transplanted in-leaf, they shall be sprayed with an anti-desiccant prior to planting operation. 3. Planting times other than those indicated shall be approved by the Architect. E. Pl ants shall be transplanted by experi enced workmen famil iar wi th transplanting procedures. F. Plants required to be transplanted using a tree spade shall be moved with compact natural balls no smaller than 48" in diameter. Each ball shall be of sufficient width and depth to encompass fibrous and feeding roots necessary to insure full recovery and development of plant. G. Special care shall be taken to avoid breaking or cracking the root- ball . H. If root ball is not compact, wire, ball and burlap the root system. Ball and burlap root systems at the time and location of removal for relocation. I. Handle small trees by the root system ball. When trees are too large to be handled by the root ball, they may be moved by winch or crane. When moving tree by crane, ensure tree trunk is protected with.burlap. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02955-3 SECTION 02955 TREE RELOCATION 3.2 PERFORMANCE A. Preparing the Receiving Hole: 1. In preparing the receiving hole, extend tree spade blades completely down for a full-size ball. Level the unit so that the hole is upright. 2. Tree and palm pits shall be circular in outline//with vertical sides and flat bottoms/I. Each tree pit shall be at least 6" deeper than depth of roots or depth of ball and at least 2'-0" greater than spread of roots or width of ball. 3. Having attained required depth, should bottom or sides of hole reveal any material harmful to root growth, such material shall be removed to depth or width acceptable to Architect. 4. Tree pits shall be located as shown on drawings unless underground obstructions or other situations are discovered and shall then be moved only with Architect's review. 5. Notify Architect, in writing, immediately of subsurface drainage or soil conditions which Contractor considers detrimental to growth or survival of plant material. State conditions and submit proposal for correction including cost of correction. Obtain review of method or correction before continuing effected portion of work. 6. Before placing the new ball into the receiving hole, mix 5 gallons of peat, 5 gallons of topsoil and 1 gallon of organic fertilizer or bone meal in the bottom of the hole. Add water and stir until a sloppy consistency is reached so that when the new ball is placed in the receiving hole and the spades are removed, this mixture will be.forced up completely surrounding the ball. 7. In areas where poor drainage is prevalent, auger or dig a,hole at the bottom of the receiving hole. Fill with clean gravel. B. Digging the Tree: 1. Use the same procedure as digging the receiving hole. Have the tree trunk centrally located in the unit prior to diggings. 2. Lower 1 imbs which are not removed shall be tied up to avoid damage. Start 8'-0" to 10'-0" up pulling the limbs up and tying. Work down the tree so the machine will clear without touching the limbs. 3. Lower the pressure plates to firmly hold the tree in a fixed position within the spade. Lay the tree down to an angle where the limbs can be tied in for road clearance. 4. Tying the tree limbs shall be started at the top and worked down. Pull the limbs up and tie in with rope or twine. C. Tree Planting: 1. Replant the tree in the same direction as it was originally relative to the sun. 2. Move the tree over the hole so the gap between the spades is in alignment with the previously prepared ridge of topsoil and peat moss. . 3. Lower the tree into the hole and make the necessary vert i ca 1 alignment adjustment, positioning the tree as directed. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02955-4 SECTION 02955 TREE RELOCATION 4. Spread out roots of bare rooted plants, work planting soil carefully in among them and cutoff broken or frayed roots with clean cut. 5. Use planting soil to backfill tree pits. When tree pits have been backfilled approximately 2/3 full, water thoroughly before installing remainder of planting soil to top of pit. Balled and burlapped trees shall have burlap cut away or foled back from top of ball before applying water. 6. After water has been absorbed, tree hole shall be filled with planting soil and tamped lightly to grade. Any settlement shall be brought to grade with planting soil. 7. Form shallow saucers capable of holding water about each tree by placing a amount of topsoil around edge of each filled-in pit in accordance with drawings. 8. Only a minimum of fronds shall be removed from the crown of palm trees to facilitate moving and handling. D. Mulch: 1. Mulch all tree and palm pits with 2" layer of cypress bark mulch. E. Guying and Staking: 1. Guying and staking of trees shall be completed immediately after planting. Plants shall stand plumb after staking and guying in accordance with Drawings. 2. Staking Trees 3-1/2" Caliper and Under: Stake immediately after planting and maintain. stakes and wires. Place stakes minimum 1'-0" away from trunk of tree. Drive stakes 48" into ground and fasten to tree with double #12 wire through suitable length of hose. Draw wire taut and tie inside hose so the ends are hidden in the hose. Support each tree with two stakes. 3. Pruning of materials shall be limited to the removal of injured twigs and branches. Additional pruning may be required by this Section, if directed by Architect, after planting, at no additional cost to the Owner. F. Fertilizing: 1. Use commercial fertilizer as specified and apply at following rates: a. 2 pounds per caliper inch for shade trees. b. 1 pound per caliper inch for small trees. G. Watering After Transplanting: 1. First week apply approximately 50 gallons every other day. For the remainder of the growing season apply 100 gallons per week. H. Spraying: 1. Make periodic inspections and apply pesticide sprays as needed. I. Manual Spading: 1. Prune, dig, ball and burlap and move and plant in accordance with specified tree planting requirements. 2. Prune, dig, ball and burlap and move designated trees for relocation to the designated plant storage area for heeling-in of materials until final planting areas are prepared. HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02955-5 SECTION 02955 TREE RELOCATION a. Maintain pl ants in storage areas by bracing pl ants in vertical position and setting balls in an enclosed berm of topsoil or bark. Water as required to maintain adequate root moisture. b. Re-burlap plant balls if required before final transplanting operations. c. Move to final locations shown and plant in accordance with specified tree planting requirements. 3.3 FIELD QUALITY CONTROL A. Make necessary repairs to grades, lawn areas and paving required because of plant replacements. Such repairs shall be done at no extra cost to the Owner. 3.4 MAINTENANCE A. Maintain plantings until completion and acceptance of the entire project. B. Planting maint~nance shall include necessary watering, cultivation, weeding, prunlng, disease and i~sect pest control, protective sprayi ng, replacement or straighten i ng plants wh i ch 1 ean or sag, adjustment of plants which settle or are planted too low, and any other procedure consistent with good horticultural practice necessary to insure normal, vigorous and healthy growth of plants under this , contract. C. Be responsible for use of materials, labor, and equipment; any injury to plant material shall be corrected and repaired at no. additional expense to Owner. - D. Keep planting areas free from weeds and undesirable grasses. I E. Inspect plant materials at least once a month to locate any disease or insect pest infestations. Upon discovery of disease or insect pest infestation, identify or have identified, nature or species of infestation and submit proposed method of control to Architect for review prior to application of control measures. F. Furnish the Owner with a written and detailed description for the care and maintenance of all tree material at the time of final inspection. 3.5 CLEANUP A. During course of planting excess and waste materials shall be continuously and promptly removed and reasonable precautions taken to avoid damage to existing structures and plants. B. Upon completion of each portion of work, contractor shall remove from site machinery, equipment, surplus materials and rubbish which was caused to be put on project site for execution of work. C. Sidewalks and streets shall be maintained free of dirt, rubbish and sta ins throughout progress of work. At comp 1 et i on of 1 andscapi ng operations sidewalks shall be left broom clean. ********************* END OF SECTION 02955 HLM 90007.00-4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 02955-6 . Division 3 Concrete 1-1 L~' Division 3 SECTION 03100 PART 1 - GENERAL 1 . 1 SUMMARY A. Section includes 1. Formwork for cast-in place concrete, with shoring, bracing and anchorage. 2. Openings for other work. 3. Form accessories. . 4. Anchorage and erection items specified in other sections, for embedment in concrete. 5. Form stripping. CONCRETE FORMWORK B. RELATED SECTIONS 1. Section 03200 - Concrete Reinforcement. 2. Section 03300 - Cast-in-Place Concrete. 1.2 REFERENCES A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. American Concrete Institute (ACI) 1. ACI 347 - Recommended Practice For Concrete Formwork. 2. ACI 301 - Specifications for Structural Concrete Reinforcement.' C. American National Standards Institute, American Society of Mechanical Engineers (ANSI/ASME) 1. ANSI/ASME A17.1 - Safety Code for Elevators, Dumbwaiters, Esc~lators, and Moving Walks. D. American Plywood Association (APA) 1.3 DESIGN REQUIREMENTS A. Design, engineer and construct formwork, shoring and bracing to conform to design and code requirements; resultant concrete to conform to required shape, line and dimension. 1.4 SUBMITTALS A. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties for concrete exposed to view. B. Submit shop drawings prepared by a professional Engineer, registered in the state of Florida, for fabrication and erection of forms for specific finished concrete surfaces. Show construction of forms including jointing, special form joint or reveals, location and pattern of form tie placement, and other items which visually affect exposed concrete. 1. Architect's review is for general. architectural applications and features only. Design of formwork for structural stability and efficiency is Contractor's responsibility. 2. Provide additional copies of drawings and data for Enforcement Agency, and Special Inspector under Florida law, to comply with Threshold Building ~equirements. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03100-1 SECTION 03100 CONCRETE FORMWORK 1.5 QUALITY ASSURANCE A. Survey Work 1. Engage a State of Florida regi stered surveyor acceptabl e to the Construction Manager, to perform survey, layout and measurements for the location of all concrete formwork. 2. Surveyor shall record and ma i nta in i nformat i on pert i nent to each column and wall location and plumbness, and anchor bolt location prior to placement of concrete. 3. Surveyor shall cooperate with other testing and inspection personnel to provide data for their required reports. PART 2 PRODUCTS 2.1 WOOD FORM MATERIALS A. Plywood: APA B-B Plyform Class 1 exterior. Sound undamaged sheets with clean, true edges. B. Lumber: Dougles Fir-Larch, No. 2 grade, seasoned, surfaced four sides, with grade stamp clearly visible. 2.2 PREFABRICATED FORMS A. Preformed Steel Forms: Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. B. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight, fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished concrete surfaces. C. Cylindrical Columns and Supports: Form round section members with paper or fiber tubes, constructed of laminated plies using water-resistant type adhesive with wax-impregnated exterior for weather and moisture protection. Provide units with sufficient wall thickness to resist deformation due to loads imposed by wet concrete. 2.3 FORMWORK ACCESSORIES A. Form Ties: 1. Adjustable to permit tightening of forms leaving no metal closer than 1-1/2" to surface. 2. Ties: Commercially manufactured. Wire and band iron are not acceptable. 3. Holes left in concrete after tie removal: Not to exceed 7/8" diameter at finish concrete surface, and no deeper than largest diameter. B. Form Release Agent: moisture. Colorless non-staining to concrete nor absorb C. Corners: 1. Chamfered HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03100-2 SECTION 03100 CONCRETE FORMWORK 2. Wood strip 3/4 inch; maximum possible lengths. D. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: of size strength and character to maintain formwork in place while placing concrete. PART 3 EXECUTION 3.1 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with Drawings. 3.2 EARTH FORMS A. Earth cuts may be used as forms for grade beams below finish grade when soil conditions are acceptable to the Testing Agency's Geotechnical Engineer and Architect. B. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. 3.3 ERECTION - FORMWORK A. Provide bracing to ensure stabil ity of formwork. Shore or strengthen formwork subject to overstressing by construction loads. B. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during ~tripping. C. Align jOints and make watertight. Keep form joints to a minimum. D. Do not frame openings in structural members which are not indicated on Drawings without written approval from Architect. E. Provide chamfer strips on external corners of beams, joists, and columns. 1. Stop chamfered cQrners of columns 4 inches above finished floor. 3.4 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. 3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items to be embedded in or passing through concrete work. B. Locate and set in place items which will be cast directly into concrete. C. Coordinate related work in forming and placing openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03100-3 SECTION 03100 CONCRETE FORMWORK D. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. E. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. F. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fi tted so joi nts wi 11 not be apparent in exposed concrete surfaces. 3.6 FORM CLEANING A. Clean and remove foreign matter within forms as erection proceeds. B. Clean formed cavities of debris prior to placing concrete. C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. 3.7 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 301. B. Construct and align formwork for elevator pit and hoistway in accordance with ANSI/ASME AI7.1. 3.8 FIELD QUALITY CONTROL A. Examine erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and that supports, fastenings', wedges, ties, and items are secure. B. Do not reuse wood formwork for concrete surfaces to be exposed to view. Do not patch formwork. 3.9 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen tie-rod clamps that are to be removed entirely from wall 24 hours after concrete has been placed. C. Form ties not required to hold forms in place may be removed after 24 hours. D. Formwork not supporting weight of concrete such as sides of beams, walls, col umns, and simil ar parts of the 'work, may be removed after cumulative curing at not less than 50 degrees F. for 24 hours after placing the concrete, providing the concrete is sufficiently cured to be undamaged by form removal operations and provided for the exposed concrete. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03100-4 .. . ~ n . _. ". _._,., ~_. SECTION 03100 CONCRETE FORMWORK E. Formwork supporting weight of concrete such as beams, soffits, slabs and other structural elements may not be removed in less than 14 days or until concrete has attained 75% of design strength at 28 days. 1. Design strength of cast-in-place concrete having supporting forms removed before 14 day shall be determined by testing field cured and laboratory cured concrete specimens representative of the concrete. a. Concrete specimens and compressive strength tests for early form removal shall be made and tested by the Independent Testing Laboratory and paid for by the Contractor. F.. Form facing material may be removed 4 days after placement only if shores and other vert i ca 1 supports have been desi gned and arranged to permi t removal of form facing material without loosening or disturbing shores and supports. G. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. H. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. 3.10 SCHEDULES A. Facing Materials: 1. Provide forms capable of producing finished concrete surfaces as, outlined below. 2. Forms for F-l and F-2 finish are required as scheduled below on formed concrete surfaces unless indicated otherwise. B. Forms for Type F-l, Rough Form Finish: 1. Use to form concrete concealed from view. 2. No selected form facing material is required. 3. Patch tie holes and defects. 4. Chip or rub off fins exceeding 1/4" in height. Leave surface with the texture imparted by the forms. C. Forms for Type F-2, Smooth Form Finish: 1. Use to form concrete exposed to view that is not subject to additional architectural finish requirements, other than painting. 2. Use form facing material to produce a smooth, hard, uniform texture on the concrete. a. Facing material: Plywood, tempered concrete-form-grade hardboard, metal, paper, fiber tubes or other approved material capable of producing the desired finish. b. Paper of fiber tube forms that impart a texture or spiral pattern to the concrete are not approved. 3. The arrangement of the facing material: Orderly and symmetrical with the number of seams kept to the practical minimum. 4. Do not use materi a 1 wi th raised grain, torn surfaces, worn edges, patches, dents or other defects which will impair the texture of the concrete. 5. Patch tie holes and defects. Completely remove fins. ******************** HLM 90007.00-3 END OF SECTION 03100 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03100-5 SECTION 03200 PART 1 - GENERAL 1.1 SUMMARY CONCRETE REINFORCEMENT A. Section Includes: 1. Steel reinforcing bars. 2. Welded wire fabric. B. Related Sections: 1. SECTION 03300 - CAST-IN-PLACE CONCRETE 2. SECTION 03100 - CONCRETE FORMWORK 3. SECTION 02385 - DRILLED CAISSONS 1.2 REFERENCES A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. American Concrete Institute (ACI) 1. ACI 301 - Structural Concrete for Buildings. 2. ACI 318 - Building Code Requirements For Reinforced Concrete. 3. ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures". 4. ACI SP-66 - American Concrete Institute - Detailing Manual. C. American National Standards Institute, American Society for Testing and Materials (ANSI/ASTM) 1. ANSI/ASTM -A-18S - Steel Welded Wire Fabric, Plain, for Concrete . Reinforcement. D. American National Standards Institute, American Welding Society ,(ANSI/AWS) 1. ANSI/AWS 01.4 - Structural Welding Code for Reinforcing Steel. 2. ANSI/AWS 012.1 - Reinforcing Steel Welding Code. E. American Society for Testing and Materials (ASTM) 1. ASTM A-61S-88: Deformed and Pl ain Bi 11 et-Steel Bars for Concrete Reinforcement. F. Concrete Reinforcing Steel Institute (CRSI) Manual of Practice. 1. CRSI 63 - Recommended Practice For Placing Reinforcing Bars. 2. CRSI 65 Recommended Pract i ce For Pl aci ng Bar Supports, Specifications and Nomenclature. 1.3 SUBMITTALS A. Shop Drawings: Show size and quantity of reinforcement, method of support and fastening, bending and placing schedules, diagrams, wall elevations and plans, material grades and relation of reinforcement to adjacent materials. PART 2 - PRODUCTS 2.1 REINFORCEMENT A. Reinforcing Steel Bars: ASTM A615, Grade 60 and 40 deformed billet steel ,bars. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03200-1 SECTION 03200 CONCRETE REINFORCEMENT B. Welded Wire Fabric: ASTM AI8S. 2.2 ACCESSORY MATERIALS A. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcement in place, in accordance with the recommendations and details of the Concrete Reinforcing Steel Institute. 1. Use supports wi th sand p 1 a tes or hori zonta 1 runners where base material will not support chair legs for slab on grade. 2. For exposed-to-view concrete surfaces: Provide supports with legs hot-dip galvanized, plastic tipped or stainless steel where legs of supports contact forms. B. Tie Wire: Minimum 16 gage annealed type 2.3 FABRICATION A. Fabricate Concrete reinforcing in accordance with ACI 318 B. Weld reinforcement in accordance with ANSI/AWS 01.4. C. Locate reinforcing splices not indicated on Drawings, at point of minimum stress. Review location of splices with Architect/Engineer. PART 3 - EXECUTION 3.1 GENERAL A. Perform work in accordance with ACI 301. 3.2 INSTALLATION A. Keep uncoated reinforcement free from rust, scale, dirt, and physical injury. B. Place, support and secure reinforcement against displacement. Do not deviate from required position. C. Do not displace or damage vapor retarder. D. Secure reinforcement against displacement with tie wire or other clips or ties consistent with CRSI recommendations. ******************** , END OF SECTION 03200 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03200-2 SECTION 03300 PART 1 - GENERAL 1.1 SUMMARY CAST-IN-PLACE, CONCRETE A. Section Includes: 1. Cast-in-place concrete. 2. Placing anchors and inserts. 3. Installation of embedded items specified in other Sections. 4. Structural slide bearings. B. Related Sections: 1. SECTION 02385 - Drilled Caissons 2. SECTION 03100 - Concrete Formwork. 3. SECTION 03200 - Concrete Reinforcement. 1.2 REFERENCES A. American Concrete Institute (ACI) 1. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. 2. ACI 301 - Structural Concrete for Buildings. 3. ACI J02 - Guide for Concrete Floor and Slab Construction. 4. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. S. ACI 305R - Hot Weather Concreting. ,6. ACI 308 - Standard Practice for Curing Concrete. 7. ACI 318 - Building Code Requirements for Reinforced Concrete. B. American National Standards Institute, American Society for Testing and Materials (ANSI/ASTM) 1. ANSI/ASTM 0-994 - Preformed Expansion Joint Filler for Concrete (Bituminous Type). 2. ANSI/ASTM 0-1190 - Concrete Joint Sealer, Hot-Poured Elastic Type. 3. ANSI/ASTM 0-1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). 4. ANSI/ASTM 0-1752 - Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. C. American Society for Testing and Materials (ASTM) 1. ASTM B-221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes and Tubes. 2. ASTM C-33 - Concrete Aggregates. 3. ASTM C-94 - Ready-Mixed Concrete. 4. ASTM C-150 - Portland Cement. S. ASTM C-260 - Air-Entraining Admixtures for Concrete. 6. ASTM C-330 - Light Weight Aggregates For Structural Concrete. 7. ASTM C-494 - Chemicals Admixtures for Concrete. 8. ASTM C-618 - Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-1 SECTION 03300 CAST-IN-PLACE CONCRETE 1.3 SUBMITTALS A. Mix Designs: 1. Submit substantiating data for each concrete mix design contemplated for use to Architect not less than six weeks prior to first concrete placement. Include the following: a. Mix identification designation unique for each mix submitted. b. Statement of intended use for mix. c. Mix proportions, including admixtures used. d. Manufacturer's data and/or cert i fi cat ions veri fyi ng conformance of mix materials, including admixtures, with specified requirements. e. Wet and dry unit weight. f. Entrained air content. g. Design slump. h. Required average strength qualification data per ACI 301. Submit separate qualification data for each production facility which will supply concrete to project. i. Actual trial mix data or field test data per ACI 301 used to calculate average strength qualification data. When field test data is used to qualify average strength, submit separate qualification data for each production facility which will supply concrete to project and copies of field test reports. 2. Separate design mixes are required for each strength and density of concrete, each change in type and/or quant i ty of mi x materials including admixtures; each change in slump limits, and each change in entrained air content. 3. For concrete placed by pumping, separate mix designs are required for each 100 feet of vertical or horizontal d;stance from pump to point of discharge. This requirement may be waived if evidence acceptable to Architect is submitted demonstrating, by previous successful experience, that proposed mix will meet requirements of these specifications, when sampled at point of discharge, over full range of distance required. B. Product Data: 1. Application and installation instructions for proprietary materials and including admixtures, patching compounds, waterstops, joint systems and others as required by Architect. 2. Submit curing compound product data and verification of its compatibility with other finish materials and surface required. C. Submit curing compound product data and verification of its acceptable compatibility with type of concrete penetrating sealer and waterproofing used. D. Submit materials certificates, mill test reports and materials laboratory tests reports when requested attesting that each material item compiles with or exceeds specified requirements. E. Submit one sample copy of concrete batch tr~p ticket containing information as specified in ASTM C-94 paragraph entitled "Batch Ticket/Information:" including additional information listed for certification purposes. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-2 SECTION 03300 CAST-IN-PLACE CONCRETE Clearly show amount of water for entire batch which may be added in field that will not exceed water cement ratio specified by concrete design. F. Record Documents: Submi t record 11 st i ng time and date of pl acement of concrete. Keep record until completion of project, make available to Architect on request. 1.4 QUALITY ASSURANCE A. Perform concrete work in accordance with ACI 301 "Specifications for Structural Concrete for Buildings" as modified in this Section. 1. Provide at least one copy of ACI SP-lS available in fiela office. B. Acquire cement and aggregate from same source for all work. C. Conform to ACI 30SR when concreting during hot weather. D. Do not place concrete when temperature is below 40 degrees f. E. Survey Work 1. Engage a State of Florida registered surveyor acceptabl e to the Construction Manager, to perform survey, layout and measurements for cast-in-place concrete, column centerline, and anchor bolt locations. ,2. Surveyor shall record and maintain information pertinent to each column centerline, plumbness, and anchor bolt location prior to placement of concrete. 3. Surveyor shall cooperate with other testing and inspection personnel to provide data for their required reports. 1.5 UNIT PRICES A. Provide unit prices indicated on Bid Form in event additions to or deductions from Work are required and authorized by a written order from Architect. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Portland Cement: ASTM C-lS0, Type II, or ASTM C-S9S IP(MS), IS(MS), P(MS), I(PM)(MS) or I(SM)(MS). 1. Use only one manufacturer and type of cement for each mix design. B. Fly Ash: ASTM C-618; Class F. C. Normal weight aggregates: ASTM C-33. D. Light weight aggregates: ASTM C-330. E. Water: Clean fresh potable. Free from oils or other substances injurious to concrete or reinforcement. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-3 SECTION 03300 CAST-IN-PLACE CONCRETE F. Air Entraining Admixture: ASTM C-260. G. Water- Reducing Admixture: ASTM C-494, Type A, containing no chloride added during manufacture, Acceptable Products: 1. "Eucon Super WR-7S"; Euclid Chemical Co. 2. "Pozzolith Normal"., Master Builders. 3. "Plastocrete 161"; Sika Chemical Corporation. H. High Range Water Reducing Admixture (Super Plasticizer): ASTM C-494, Type F or G containing not more than 0.1% chloride ions, required for caissons, all pumped concrete and optional for other areas. Acceptable Products: .1. "Eucon Super' 37"; Euclid Chemical Co. 2. "Sikament: Sika Chemical Corporation. 3. "Pozzolith 400-N"; Master Builders. I. Accelerators are not permitted. J. Retarding admixtures and water reducing and retarding admixtures: ASTM C- 494, Type B and Type 0 respectively. Acceptable Products: .1. Eucon Retarder-7S, Euclid Chemical Co. 2. Pozzolith Retarder, Master Builders. 3. Plastocrete 161R, Sika. K. Certification: Provide written conformance to the above mentioned requirements and chloride ion content required prior to mix design review by Architect. 2.2 EXPANSION MATERIAL A. ACt" 301 B. Fiber Expansion Joint: 1. 1/2" thickness. Conform to ASTM 0-1751. 2.3 WATERSTOPS A. ACI 301 B. Flexible strip waterstop: 1. Acceptable product: a. American Colloid Company, Waterstop-RXI0l. 2.4 EMBEDDED ITEMS: 1. Embedded items: Do not displace reinforcing bars. 2. Rated or specified capacity of embedded items: Not to be construed as design capacity of supporting concrete members. 3. Steel Plates, Bars and Structural Shapes: Conform to ASTM A-36. 2.5 RELATED MATERIALS A. Curing Compound: Comply with ASTM C-309. Unit moisture loss, pound per square foot at 72 hours shall not exceed .642 psf. 1. Masterseal or MasterKure; Master Builders or Architect's acceptable equivalent. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-4 SECTION 03300 CAST-IN-PLACE CONCRETE B. Bonding Compounds: 1. Bonding Compound: Polyvinyl acetate type, rewettable. Acceptable Manufacturers: a. Euco Weld; Euclid Chemical Co. b. Weldcrete; Larson Products. c. Thorobond; Standard Dry Wall. d. Everbond; L & M Construction Products, Inc. C. Epoxy Adhesive: 100% solids, 100% reactive, two component compound suitable for use on dry or damp surfaces. 1. Acceptable Products: a. Euco Epoxy #463 or #615; Euclid Chemical Co. b. Sikadu Hi-Mod, Sika Chemical Corporation. c. Permunite; L & M Construction Products, Inc. 2.6 EPOXY JOINT FILLER A. Three (3) component, 100% solids, compound, with a minimum shore D hardness of 50. 1. Acceptable Manufacturers: a. Euco Epoxy. #600 or #700; Euclid Chemical Company. b. Sikadur Lo-Mod, Sika Chemical Corporation. 2.7 CONCRETE PROPORTIONING AND DESIGN OF MIXES A. ,Proportion ingredients and design concrete mixes in accordance with ACI 301 as modified in this Section. B. Cement: Minimum of 564 pounds per cubic yard. C. Fly Ash: A maximum of 22% by weight of cement may be replaced with fly ash at a ratio of one pound fly ash for everyone pound of cement removed. D. Maximum water cement ratio: 0.49. E. Durabil i ty: 1. Air-entrained with 5% to 7% entrained and entrapped air. F. Admixtures: 1. Provide water reducing or water reducing and retarding admixture specified in design mix for concrete. 2. Hot weather conditions: When ambient temperature exceeds 90 degrees F. and/or placing conditions required retardation of setting time Architect may require a change from Type A (normal) admixture to Type o (retarding) formul ation of water reducing admixture. Concrete temperature not to exceed 90 degrees F. for drilled caissons and 100 degrees F. for other cast in place concrete. 3. When increased workability, pumpability, lower water-cement ratio, shrinkage and permeability reduction is required, use HRWR admixture (Super Plasticizer). G. Selection of Proportion of Ingredients: 1. Prepare design mixes for each type of concrete used in construction. a. Proportion mixes to obtain compressive strengths indicated on the drawings. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-5 SECTION 03300 CAST-IN-PLACE CONCRETE b. Where compressive strength is not indicated, obtain minimum 4000 psi 28 day strength. 2. Field records used to demonstrate that proposed proportions will produce required average strength must be of tests made within last 12 months and have same water cement ratio, cement type and manufacturer, and percentage of fly ash as proposed mix proportions. a. Comply with ACI 211.1 and ACI 301 as modified by the following: 1) Determine maximum allowable unit shrinkage expressed in percentage of length in accordance with ASTM C-IS7, based upon average value of three (3) 4 inch x 4 inch x 11 inch specimens after 21 days of actual drying time; total 28 days after casting. a) Maximum allowable shrinkage value for concrete mixes: 400 millionths (0.0004) with an allowable variation of 15%. 2) Submit written reports of each proposed concrete mix not less than 15 days prior to start of work. Do not proceed with concrete production until mixes have been reviewed by Architect. ' 3. Adjustment of Concrete Mixes: Concrete mix design adjustments may be requested when characteristics of materials, project conditions, weather, test results or other circumstances warrant. o a. Submi t 1 aboratory test reports for revi sed mi x des i gns and strength results to Architect for review before use of revised concrete mixes in the Work. H. Slump: 1. ACI 301 2. Caissons: 4" max. before addition of HRWR admixture; 7" min. and 9" max. at placement. 3. Concrete with HRWR Admixture: 8" maximum unless otherwise directed by Architect. 4. Other Structural Concrete: 3". 2.8 PRODUCTION OF CONCRETE A. Produce and deliver concrete in accordance with ACI 301 and as modified in this Section. Produce and deliver concrete during hot and cold weather in accordance with ACI 305 and ACI 306. B. Ready Mixed Concrete: 1. Discharge concrete after introduction of mixing water to cement and aggregate or introduction of cement to aggregate within 90 minutes or before 300 mixing speed revolutions when air temperature is below 80 degrees F. 2. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter maximum discharge time than specified in ASTM C-94 is required. a. Discharge concrete after introduction of mixing water to cement and aggregate or introduction of cement to aggregate within 75 mi nutes when air temperature is between 80 degrees F and 90 degrees F. HlM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-6 SECTION 03300 CAST-IN-PLACE CONCRETE b. Discharge concrete within 60 minutes when air temperature is above 90 degrees F. 2.9 TESTING & INSPECTION A. Contractor is responsible for quality control. 1. Inspection or testing by Owner does not relieve Contractor of his responsibility to perform Work in accordance with Contract Documents. 2. Workmanship: Correct concrete work which does not conform to specified requirements, including strength, tolerances and finishes. Correct deficient concrete by means acceptable to Architect. B. Testing Laboratory Test 1. Prior to start of concreting operations, Testing Laboratory will review, with representatives of Contractor's quality control staff, facilities that will be used on production of concrete for Project. a. Review will address: Type and condition of equipment. Calibration of measuring devices. Sources of aggregate and cement. Sieve analysis of aggregate samples, mill tests. Methods of storage of aggregate and cement. Mixing procedures, including distance from site. Trip ticket sample. Admixtures that will be used, including special procedures required. Other items which, in opinion of Testing Laboratory, are important elements in production of concrete. b.Testing Laboratory will report results of review to Owner and Architect. 1) Report will identify equipment and procedures which require modification in order to assure quality of concrete. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine prior construction and conditions under which work will be performed. B. Do not proceed with the work until unsatisfactory conditions have been corrected. 3.2 GENERAL A. Notify Testing laboratory 24 hours before starting concrete placement. B. Coordinate requirements for installation of embedded items specified and furnished in other Sections. Obtain templates and instructions for setting embedded items. HlM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-7 SECTION 03300 CAST-IN-PLACE CONCRETE 1. Coordinate work with requirements for mechanical and electrical installations and accommodations. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Just prior to discharging truck-mixed concrete, mix each truck of concrete minimum 70 revolutions of mixer drum at full mixing speed. C. Vibrate and consolidate concrete in accordance with ACI 309. D. During hot weather, place concrete in accordance with ACI 305. 3.4 TOLERANCES A. ACI 301: Variation from plumb: 1. In any 10 feet of length: 1/4 inch. 2. Maximum for entire length: 1 inch. 3.5 WATERSTOPS A. Install waterstops in accordance with ACI 301. B. Install waterstops in concrete scheduled to receive surface applied waterproofing. C. Install bentonite water stops with a minimum cover of 2 inches. 3.6 FIELD TESTS & INSPECTIONS , A. Field testing and inspections will be performed by testing laboratory. B. Perform concrete testing in accordance with specifications of ACI 301 and as foll ows: 1. Mold and cure four (4) specimens from each sample. 2. Compressive strength tests: One set of specimens for each 50 cubic yards or fraction thereof of each type of concrete placed in one day; one specimen tested at 7 days, two specimens tested at 28 days and one specimen held in reserve. 3. In addition to cylinders cured under standard conditions, Testing Laboratory will prepare duplicate sets of two cylinders to be field cured under conditions equal to cure for corresponding concrete pours. a. Such cyl i nders will be tested only when quest ions concern i ng strength are involved. b. Costs of such tests will be paid for by Contractor. c. Test results will be distributed to Architect, Owner, and Contractor. 4. Concrete Temperature: Test each time a set of specimens is made. S. Sl ump Test: Make one test for each set of compressi ve strength specimens. Make additional test as directed by Architect. a. Take test at point of truck discharge for Ready-Mix concrete and at point of mixer discharge for on site mixing. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-8 SECTION 03300 CAST-IN-PLACE CONCRETE C. Collect concrete batch trip tickets. Identify compressive and slump tests made to representative samples of concrete referred to by trip tickets. Notify Architect and Contractor immediately of trip tickets not as specified. D. E. Notify Architect and Contractor immediately when amount of water in a batch of concrete exceeds that allowed in design mix. Verify that concrete is fully discharged from mixers before mix begins to set and within 1-1/2 hours maximum from time of batching. Check quantity and type of admixtures for compliance with design requirements and secure Architect's written approval for use of additional admixtures in concrete. F. G. H. Obtain mill test reports for each shipment of cement used in to concrete for Project. 1. Additional Tests for Concrete Work: 1. Testing Laboratory will make additional tests of in-place-concrete work as directed by Architect when test results indicate that.. speci fi ed concrete strengths and other characteri st i cs have not been - attained in structure. a. Conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C-42. b. Costs of such test wi 11 be borne by Owner if test resul ts indicate conformance with Contract Documents. Such tests i ndi cat i ng nonconformance wi th Contract Documents wi 11.. be paid by Contractor including additional architectural and engineering services made necessary by such nonconformance. c. Cost of other additional tests including load tests and/or other nondestructive tests directed by Architect or conducted by Contractor to prove adequacy of concrete work shall be borne by Contractor including additional architectural and engineering services made necessary by such tests. . d. Strength of structure in place will be considered to be potentially deficient if it fails to comply with requirement which controls strength of structure, including but not necessarily limited to conditions listed in ACI 301, Chapter 18. e. Inspections or testing performed exclusively for Contractor's convenience is sole responsibility of Contractor. . 3.7 REPAIR OF SURFACE DEFECTS A. Defects less than one inch deep and not exposing reinforcing: 1. Comply with ACI 301. 2. Use specified bonding compound or epoxy adhesive. 3. Provide non-shrink grout patching mixture to fill pockets left in concrete walls or slabs as specified in Section 03600. 4. Place premixed patching mortar in accordance with directions of speCified bonding compound or epoxy adhesive manufacturer. THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE HLM 90007.00-3 03300-9 SECTION 03300 CAST-IN-PLACE CONCRETE 5. With prior approval by Architect as to method and procedures, for structural repairs use specified epoxy adhesive and/or epoxy mortar. B. Defects one inch and greater or Exposing Reinforcing: 1. Chip to sound concrete and clean thoroughly to remove loose concrete and dust. Apply thin coat of specified epoxy adhesive. 2. Form and pour, or dry pack with specified pea-gravel repair grout, prior to development of tack-free condition of epoxy bonder. Strip forms after grout has hardened and provide specified finish. 3. Mo i st cure or apply spec i fi ed clear curi ng and seal i ng compound immediately after finishing. 3.8 SLABS A. Construct concrete slabs in accordance with ACI 301 as modified in this Section. B. Jointing ACI 301: Construct control joints in slabs on grade using premolded key joints, inserts, tooled joints or saw cuts. Do not use saw cuts for exterior concrete work. , 1. Where control joint spacing is not indicated, space joints at maximum 20 feet. 2. If premolded hardboard or fiberboard strips are used, insert premolded hardboard or fi berboard stri pinto the fresh concrete until top surface of strip is flush with slab surface. Remove insert strip and clean formed groove of loose debris after concrete has cured. 3. Prefabricated, strippable plastic joints may be used at Contractor's option. 4. Cut sawed j~ints within 12 to 24 hours after concrete has been placed., C. Finishing Tolerances 1. Comply with ACI 301: 2. Test unformed surfaces such as monolithic slabs for smoothness and to verify surface plane finish to tolerances specified for each surface and finish. Correct low and high areas as specified. a. Test unformed surfaces sloped to drain for trueney of slope, measuring to plane tolerance by using a template cut to required slope. 3. Repair finished unformed surfaces that have defects which adversely affect durability of concrete or finish. a. Unacceptab 1 e surface defects i nc 1 ude, but are not necessaril y limited to: crazing, cracks in excess of 0.01 inch wide or which penetrate to reinforcement or completely through non-reinforced concrete regardless of width, spalling, pop-outs, honeycomb, rock pockets and other object i onabl e condi t ions as determi ned by Architect. b. Correct high areas in unformed surfaces BY grinding after concrete has cured at least 14 days. c. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete surfaces. 1) Proprietary concrete patching compounds may be used when approved by Architect. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-10 SECTION 03300 3.9 CURING CAST-IN-PLACE CONCRETE A. Cure concrete in accordance with requirements of ACI 301. B. Cure interior concrete slabs, with specified curing compound. 1. Do not use liquid curing compound on surfaces against which additional concrete or other material is to be bonded unless it is proven that curing compound will not prevent bond or unless measures are taken to remove it completely from areas to receive bonded application. 2. Water cure slabs scheduled to receive cementitous topping (such as stone or ceramic tile setting beds). C. Apply curing compounds within 30 minutes after final finishing. Apply curing compound at coverage rate specified by manufacturer. D. Ensure curing compound is compatible with concrete penetrating sealer and other materials scheduled to be applied over concrete surfaces. E. Curing in hot weather: Cure concrete in accordance with ACI 305. 3.10 FINISHES A. ,Finish concrete slabs in accordance with requirements of ACI 301. B. Float Finish: Apply float finish to monolithic slab surfaces that are to receive trowel finish. Finish to a Class B tolerance. C. Trowel Finish: Unless directed otherwise by Architect, apply steel finish to monolithic slab surfaces. Finish to a Class B tolerance. 1. Do not steel trowel slab surfaces scheduled to receive cementitous topping. D. Non-Skid Broom Finish: Apply light broom finish to concrete stair treads, platforms and ramps. Broom finish, by drawing a fine-hair broom across concrete perpendicular to line of traffic. Repeat operation if required to provide fine line texture acceptable to Architect. Apply broom finish after final joint tooling. E. Finishing of Formed Surfaces: Provide smooth form finish for concrete surfaces exposed to view and concrete surfaces scheduled to receive surface finish. 3.11 VAPOR RETARDER A. Install vapor retarder as specified in Section 07190. ********************* END OF SECTION 03300 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03300-11 SECTION 03600 GROUT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Pea-gravel repair grout. B. Cementitious mortar patching grout. C. Non-shrink grout. 1.2 REFERENCES A. ASTM C827 - Test Method for Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixtures. B. Contractor shall obtain and have available at site a copy of the above documents throughout the Construction Period. 1. 3 SUBMITTALS A. Manufacturer's Data: 1. Submit copies of manufacturer's product data and printed instructions for each manufactured product. 1.4 QUALITY ASSURANCE A. Do not change source or brands of grout materials during the course of the work. Single-source responsibility from one source and producer for each aggregate and from one manufacturer for each cementitious component. 1.5 MATERIAL STORAGE . A. Store grout materials off the ground, under cover, in a dry location. Store aggregates where grading and other required characteristics can be maintained. 1. 6 TESTING A. Coordinate testing requirements of grout with Division 1. PART 2 - PRODUCTS 2.1 PEA-GRAVEL REPAIR GROUT A. The grout shall be a manufactured, dry packaged product with proportioned ingredients. Shrinkage compensating ingredients shall minimize effects of drying shrinkage. Compressive strength at 28 days shall equal or exceed required concrete strength. Shall contain pea grave 1 and no added ch 1 ori de. App 1 i es and fi n i shes 1 i ke concrete. Select material for horizontal overhead or vertical application. B. Approved Manufacturers: 1. MASTERBUILDERS "Masterpatch 20" 2.2 .CEMENTITIOUS MORTAR PATCHING GROUT A. Manufactured by MASTER BUILDERS "Set Vertipatch" or Architects approved equivalent. 1. 4000 psi 2. Conditions to 1" maximum thickness. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03600-1 SECTION 03600 GROUT 2.3 NON-SHRINK NON-METALLIC GROUT A. The grout shall be non-shrink, non-ferrous, heavy duty grout. Compressive strength at 28 days shall be a minimum 6,000 pounds per square inch. Grout shall remain workable for a minimum of 30 minutes following mixing. ' B. Comply with ASTM C-827. C. Approved Manufacturers: 1. GIFFORD-HILL "Supreme Grout" 2. L&M CONSTRUCTION CHEMICALS "Crystex" 3. W.R. MEADOWS "588 Non-Metallic, Non-Shrink Grout" 4. SONNEBORN "Sonogrout" S. U.S. GROUT CORP., "Five-Star Grout" 6. LAMBERT CORP., "Vibropruf #11" PART 3 - EXECUTION 3.1 PEA-GRAVEL REPAIR GROUT A. Install per manufacturer's printed instructions. 3.2 CEMENTITIOUS MORTAR PATCHING GROUT A. Install per manufacturer's printed instructions. 3.3 NON~SHRINK GROUT A. Install per manufacturer's printed instructions. ******************** END OF SECTION 03600 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 03600-2 Division 5 Metals 1-, tN' DivisionS . SECTION 05180 PART 1 - GENERAL 1.1 SUMMARY MISCELLANEOUS STRUCTURAL STEEL A. Section Includes: 1. Angles, plates and beams. 2. Miscellaneous Framing and Supports 3. Anchor bolts 1. 2 REFERENCES A. Provide and maintain one copy at the site of all referenced publications' for use by site and inspection personnel. B. American Society for Testing and Materials (ASTM) 1. ASTM A-36 - Structural Steel. 2. ASTM A-123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. 3. ASTM A-307 - Carbon Steel Bolts and Studs; 60,000 PSI Tensile Strength. 4.. ASTM A-32S - High Strength Bolts for Structural Steel Joints S. ASTM A-SOO - Cold-Formed Welded and Seamless Carbon Steel Strucgtural Tubing in Rounds and Shapes. C. American Welding Society (AWS) .1. AWS 01.1 -Structural Welding Code. D. American Institute of Steel Construction (AISC) 1. AISC "Specifications for the Design, Fabr.ication and Erection of Structural Steel for Buildings" and including the Supplements. 1.3 SUBMITTALS A. Shop Drawings: Indicate locations, markings, quantities, materials, sizes and shapes; indicate methods of connecting, anchoring, fastening, bracing, and attaching to work of other sections. B. Submit current welder's certifications for welding performed in connection with the work of this section. C.' Submit copies of manufacturer's product data and printed instructions for each manufactured product. 1.4 QUALITY ASSURANCE A. Qualifications of Welders: 1. Use certified welders and shielded arc process for welding performed in connection with work of this section. B. Standards: 1. Comply with AISC "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings". 2. Comply with AWS 01.1 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 05180-1 SECTION 05180 1.5 TESTING LABORATORY MISCELLANEOUS STRUCTURAL STEEL A. Testing of structural metal framing will be performed by a Testing Laboratory as indicated in Division One. PART 2 - PRODUCTS 2.1 MATERIALS A. Steel shapes, plates and angles: requirements of ASTM A-36. B. Bo 1 ts and nuts: Free from rust and conform wi th requ i rements of ASTM A-32S. Free from rust and conform with C. Anchor bolts: ASTM A-36, galvanized. D. Primer: TNEMEC Series P37-77 Chem-Prime; 2.S to 3.5 mils dry film thickness. E. Touch-up Primer for Galvanized Surfaces: TNEMEC Series 90-93 Tneme-Zinc; 2.0 to 3.5 mils dry film thickness. F. Miscellaneous Framing and Supports 1. Galvanize miscellaneous frames and supports exposed to the exterior units cast into the structure and elevator pit beams. 2.2 FINISH A. Clean surfaces of rust, scale, grease, and foreign matter in ~ccordance with commercial grade cleaning, SSPC-SP-C. ' B. Do not prime surfaces in direct contact bond with concrete or where field welding is required. C. Prime paint items scheduled with one coat unless indicated otherwise. D. Galvanize items to minimum coating thickness in accordance with ASTM A-123. 2.3 FABRICATION A. Verify dimensions on site prior to shop fabrication. B. Where pOSSible, prefabricate items complete and ready for installation. C. Fabricate items with joints tightly fitted and secured. D. Fit and shop assemble in largest practical sections, for delivery to site. E. Grind exposed welds flush and smooth with adjacent finished surface. Ease exposed edges to small uniform radius. F. Welding: 1. Weld shop connections. HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 05180-2 SECTION 05180 MISCELLANEOUS STRUCTURAL STEEL 2. Make joints and intersections of metal tightly fitting and securely fastened. 3. Make work square, plumb, straight and true. G. Ho 1 es : 1. Drill or punch holes required for attachment of work specified in other sections and for bolted connections. 2. Burned holes will not be accepted. H. Hot dip galvanize steel connecting devices after fabrication. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examination: 1. Examine installed work and verify that such work is to point where fabrication and installation of work may proceed. 2. Make field measurements to ensure proper and adequate fit of metal fabrications and to verify that metal fabrications may be fabricated and installed in accordance with Drawings. 3.2 SHOP PAINTING A.Preparation: 1. Thoroughly clean metal of mill scale, rust and foreign matter. B. Painting: 1. Shop prime steel except: a. Steel to be encased in concrete. b. Surfaces to be welded. c. Galvanized steel. 3.3 ERECTION A. Erect and install miscellaneous structural steel in accordance with Drawings, and referenced standards, aligned, straight, plumb and level. B. After erection and installation are complete, touch-up shop primer coats using priming paint speCified for shop priming. 3.4 FIELD QUALITY CONTROL A. Erection Inspection and Testing: 1. Visual Inspection of Welds: a. Field welding: Inspected Visually for conformance by a representative of the testing laboratory. b. Repair welds found to be non-conforming. , c. Repairs made to defective welds are subjected to re-inspection by the original method used. ******************** END OF SECTION 05180 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 05180-3 Division 7 Thermal & Moisture Protection 1-1 L~J' Division 7 SECTION 07150 WATERPROOFING PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Liquid waterproofing B. Troweled-on waterproofing. C. Miscellaneous materials necessary for installation. 1.2 QUALITY ASSURANCE . A. For actual appl ication of wat'erproofing use only workmen who are thoroughly trained and experienced in the skills required, who are compl etely famil i ar wi th the manufacturer's recommended methods of application and who are completely familiar with the requirements of this Section. B. Coordinate finish slab elevation requirements with product manufacturer instructions. ,1.3 SUBMITTALS A. Warranty: Before any materials are delivered to the site, submit to Architect: 1. Copy of Intent to Warrant, signed by manufacturer and contractor. 2. Copy of Waterproofing Warranty for Architect's and Owner's review. 3. A complete list of all materials proposed to be furnished and installed by this Section. B. Product Data: -Submit manufacturer's specifications, installation instructions, and general recommendations for each waterproofing material required. Include data and certification substantiating that materials comply with requirements. ' 1.4 PRODUCT HANDLING A. Use means necessary to protect the materials of this Section before, during and after installation and to protect the installed work and materials of other trades. B. In event of damage, make all repairs and replacements necessary, reviewed by the Architect and at no additional cost to the Owner. PART 2 - PRODUCTS 2.1 MATERIALS A. Waterproofing - Liquid Applied or Troweled On: 1. Waterproofing on exterior, below grade walls and elevator pits, shall be single component polyurethane liquid membrane with film thickness of 55 mils, plus or minus 5 mils per coat. 2. Manufacturers: a. GATES, Gacoflex UWM-28. b. ANTI-HYDRO A-H SEAMLESS MEMBRANE. c. SONNEBORN BUILDING PRODUCTS; "HlM 5000" d. TREMCO, "Tremproof 60" e. GRACE "Bituthene" HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 07150-1 SECTION 071S0 WATERPROOFING B. Protection Board: 1. Provide 1/8" thick asphalt impregnated protection board continuously over waterproofing once material is cured in place. 2. Acceptable manufacturers: a. W.R. MEADOWS b. PHILIP CAREY , c. SONNEBORN BUILDING PRODUCTS "Protection Course II" C. Other Materials: 1. Provide primers, thinners and other materials recommended by the manufacturer for installing materials of this Section. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Prior to work of this Section, carefully inspect the installed work of other trades and verify that such work is complete to the point where this installation may begin. B. Discrepancies: 1. In event of discrepancy, immediately notify the Architect. 2. Do not proceed with application in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 INSTALLATION: TROWEL OR LIQUID APPLIED WATERPROOFING A. Preparation: 1. Concrete wall s shall be cured 28 days and shall be free from laittance, curing membranes and protrusions and surface dry before waterproofing is applied. 2. Prior to application of waterproofing surfaces shall be properly prepared following manufacturer's recommendations, taking care to seal all cracks and openings in the wall surface. 3. Pre-stripe, following manufacturer's instructions, static joints and cracks, expansion joints, metal, and utility penetrations with a SS mil thick layer of waterproofing before applying final membrane. B. Application: 1. Apply waterproofing when temperature is 40.F. or higher. 2. Apply waterproofing following manufacturer's printed recommen- dation. 3. Cover waterproofi ng with 1/8" asphalt impregnated protection board to prevent damage to waterproofing during backfill operations. 4. Do not place backfill for at least 36 hours after application of waterproofing; backfill shall be completed no later than 7 days after application. ******************** END OF SECTION 07150 HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 07150-2 SECTION 07190 VAPOR RETARDER PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Sheet vapor retarder (barriers) directly below slab on grade throughout the buildtng. PART 2 - PRODUCTS 2.1 MATERIAL A. Sheet Retarder: Polyethylene film, 8 mil, thick; perm rating 0.06. B. Provide tape as recommended by manufacturer of vapor barrier, to seal overlapped joints. PART 3 - EXECUTION 3.1 PREPARATION A. Coordinate work with progress of work of other related Sections. 3.2 INSTALLATION A. Install vapor retarder lapped and taped, as recommended by the manufacturer of the vapor retarder to provide a monolithic installation. B. Extend coverage to extremtties of areas to receive retarder. C. Seal joints in vapor retarder, and seal retarder to other surfaces at extremities of coverage. ******************** END OF SECTION 07190 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 07190-1 Division 16 Electrical II i i 1-1 l~J' Division 16 SECTION 16010 ELECTRICAL GENERAL PROVISIONS PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Provide all material and labor for the fabrication, installation, start-up, and testing for the complete electrical installation. B. DraWings for the work are diagrammatic, intended to convey the extent, general arrangement, and locations of the work. Because of the scale of the drawings, certain basic items such as conduit fittings, access panels, sleeves, pull and junction boxes may not be shown. Include such items where required by code, other sections, or for proper installation of the work. C. Equipment specifications may not deal individually with every part, control, or device which may be required to produce the equipment performance specified or as required to meet the equipment warranties. Include such items as required, whether or not specifically indicated. D. Coord i nate wi th a 11 trades in submi tta 1 of shop drawi ngs. Shop drawi ngs sha 11 deta il space condi t ions to the sat i s f~ct i on of all concerned trades, subject to fi na 1 revi ew by the Arch i tect. If electrical work is installed before coordinating with other trades, which interferes with work of other trades, make all necessary changes to correct the condition at no additional cost to the Owner. 1.2 CODES AND STANDARDS A.' Install all work in accordance with the applicable requirements of following: 1. Nati~nal Electric Code - NEC 1990 2. Regulations of the: a. Federal Government b. State of Florida c. County of Monroe. d. City of Key West. B. It is the intent of the Contract Documents to comply with the applicable codes, ordinances, regulations, and standards. Where discrepancies occur, notify the Architect, in writing, and ask for interpretation. Correct installation that fails to comply with the applicable codes and standards at no additional cost to the Owner. 1.3 PERMITS AND INSPECTIONS A. Obtain and make all payments for permits and inspections required. At the completion of the project and before final acceptance of the electrical work, provide evidence of final inspection and approval by the authorities having jurisdiction. I.S ELECTRICAL REFERENCE SYMBOLS A. Symbols used on the floor plans are defined in the Electrical Symbols Schedule on the Drawings. Some of the symbols scheduled may not be required for the project. B. The symbols used for schematic or one line power and control wiring diagrams are American Standard Graphical Electrical Symbols as published in American Standard Chart Z32.3. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16010-1 SECTION 16010 ELECTRICAL GENERAL PROVISIONS 1.6 ACTIVE SERVICES A. Protect existing active services, water, gas, sewer, electric, when encountered, against damage. Do not prevent or disturb operation of active services which are to remain. If active services are encountered which require relocation, make request to authorities haVing jurisdiction for determination of procedures. Where existing servi ces are to be abandoned, termi nate them in conformance wi th requirements of the utility or municipality having jurisdiction. 1.7 IDENTIFICATION A. Provide identification for wiring systems and equipment. 1.8 SUBMITTALS A. Submi t Shop Drawi ngs and product data in accordance wi th Sect ion 01340. 1.9 CONCRETE WORK A. Concrete bases and pads for electrical equipment identified on the drawings will be furnished by Section 03300. 1.10 EXCAVATING, TRENCHING, AND BACKFILLING A. Provide excavating necessary for light pole bases, underground wiring, conduit and ductbanks, and backfill trenches and excavations after ,work has been inspected. Excavate so that wall s, footings, and adjacent load bearing soils are not disturbed in any way, except where lines must cross under a wall footing. Where a line must pass under a footing, make the crossing by the smallest possible trench to accommodate the conduit. Keep excavation free from water by pumping if necessary. Open no greater length of trench in advance of 'conduit laying than that which is required. B. Remove roots to a minimum level of 18" below finished grade and deeper as required for duct runs, manholes, and light pole bases. no roots shall be allowed to remain under any installed electrical work. C. Place backfi 11 about the structure, when pract i cab 1 e, as the work construct i on progresses. Backfi 11 'on or against concrete work only when directed. Backfill duct lines as rapidly as the testing and acceptance of the fi ni shed sections of the work will permi t, and backfill to a crown approximately 6" above the existing grades. In backfilling around duct lines, compact selected material firmly around and to a depth of not less than 6" over the top of the duct. Compact fill and backfill and rough grading thoroughly in layers and bring up to within 6" of finished grades. Use fill and backfill that is clean and free from vegetable matter and refuse. D. Coordinate all requirements with Section 02226 EXCAVATING, BACKFIllING AND COMPACTING FOR UTILITIES. PART 2 - PRODUCTS N/A HLM 90007.00-2 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16010-2 SECTION 16010 PART 3 - EXECUTION N/A HLM 90007.00-1 ******************** END OF SECTION 16010 ELECTRICAL GENERAL PROVISIONS THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16010-3 SECTION 16111 CONDUIT SYSTEMS PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Electrical conduit system. 1. Install all wiring in conduit unless otherwise indicated. 1.2 STANDARDS AND CODES A. Fabricate and install conduit systems complying with the provisions of applicable Section NEC, Chapter 3. B. Provide materials UL and NEC approved for the application intended. 1.3 DESCRIPTION A. This Section describes the basic materials and methods of installa- tion for circular cross section conduit systems. Other types of raceways required are specified in other sections. PART 2 - PRODUCTS 2.1 CONDUIT A. Rigid Metallic Conduit (RMC): Hot dipped galvanized steel conforming to ASA C80.1, FS WW-C581e and UL-6. B. Rigid Non-Metallic Conduit: Type 40 or 80 heavy wall polyvinyl- chloride (PVC) conforming to NEMA TC-2, FS WC-I094 and UL-6S1. 2.2 FITTINGS AND BODIES A. RMC: Threaded, galvanized iron, heavy steel, concrete tight. Use insulated grounding bushings at cabinets, boxes, and gutters., B. Non-Metallic: Schedule 40, PVC, solvent weld socket type. ' C. Conduit Bodies: Cast metal condulets having threaded entrances, removable covers and corrosion resistant screws. Use for sharp turns, tees, etc. PART 3 - EXECUTION 3.1 CONDUIT INSTALLATION A. Unless otherwise indicated, prOVide conduit in accordance with the following: 1. Rigid Metal Conduit (RMC): Anywhere except corrosive environ- ments. 2. Schedule 40 PVC: only where indicated: a. In floor slabs. b. Below grade with rigid 90.. 3. Schedule 80 PVC: only where indicated. a. In floor slabs. b. Below grade with rigid 90.. B. Route conduit in 1 ines parallel to or at right angles with the building construction. C. Install conduit a minimum of 6" from piping installed by other trades. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16111-1 SECTION 16111 CONDU IT SYSTEMS D. Install the conduit system mechanically and electrically, continuous from outlet to outlet and to cabinets, junction or pull boxes. Secure conduit to cabinets and boxes in such a manner that all parts of the system will have electrical continuity. E. Use plastic spacers for conduit separation and support. F. Protect metal conduit buried in earth fill with an approved corrosion resistant material. ******************** END OF SECTION 16111 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16111-2 '.' '~"".-__...' ~.~ ..... ......":""1'"..,. ....: . '., SECTION 16400 SERVICE AND POWER DISTRIBUTION SYSTEMS PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Service and Power Distribution Systems. 1.2 SERVICE DESCRIPTION A. The primary electrical service will be available from City Electric. This service is rated at 13,800 nominal voltage. B. The secondary service will be available from City Electric. This service shall be rated at 277/480 volt, 3 phase, 4 wire, solid neutral with ground bus. The solid neutral will be grounded at the secondary of the main transformers and not grounded at any other down 1 i ne point. C. Service for large motors and primaries of distribution transformers shall be 480 volt, 3 phase, 3 wire, with ground. D. Service for primary lighting shall be 277/480 volt, 3 phase, 4 wire, with ground. E. Service for certain lighting, receptacles, fractional horsepower motors and small equipment loads shall be 120/208 volt, 3 phase, 4 wire, with ground. 1.3 CONNECTION TO CITY ELECTRIC POWER COMPANY SYSTEM A. The City Electric will furnish and install the following: 1. High Voltage Transformers (Bid Group Three) 2. Overhead high voltage cables and poles. (Bid Group Three) 3. Necessary hign-voltage cable splices, terminations, pot heads, etc., for both overhead and underground lines. (Bid Group One) 4. Ground system in vault. (Bid Group Three) 5. Secondary metering equipment. (Bid Group Three) B. The Contractor shall furnish and install the following: 1. High voltage underground cable. (Bid Group Three) 2. Underground raceway duct bank. (Bid Group One) 3. Install high vol tage underground feeders, through duct bank. (Bid Group Three) 4. Secondary wiring from transformer secondaries. (Bid Group Three) S. Conduit and backboards for secondary metering. (Bid Group Three) PART 2 - PRODUCTS 2.1 RELATED EQUIPMENT AND MATERIAL A. The equipment and material related to the service and distribution system shall be as indicated and as specified in the following Sections: 1. Conduit System - Section 16111 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16400-1 SECTION 16400 SERVICE AND POWER DISTRIBUTION SYSTEMS PART 3 - EXECUTION 3.1 INSTALLATION A. Install service and distribution system as indicated. ******************** END OF SECTION 16400 HLM 90007.00-3 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE 16400-2 ADDENDUX NO.1 NEW MONROE COUNTY DETENTION FACILITY Bid Package NO.3, sit. Electrical , Temporary Pover Bid Package NO.5, Site Grading , Caissons Bid Package NO.7, Concrete Foundations Bid Package No. " site Plumbing June 3, 1"1 Modification No.1: Incorporate the attached Pre-Bid Meeting Agenda and Minutes, from the May 28, 1991 Pre-Bid Meeting, into the bidding documents. Modification No.2: Add to Section 00001 Table of Contents, the attached item 6. Technical Specificationz, as page 00001-4, dated OS/22/91. Modification No.3: Notice of Calling for Bids, Section 00030, dated 5/22/91, delete the requirement that thu pre-bid conference was mandatory in order for prospective bidders to sub~it a bid. Modification No.4: Add the following to the end of paragraph 1.7, Instructions to Bidders, Section 00100: .. .. The Contractor shall be responsible for paying for all materials over and above the purchase oruer quantities. For example, if the Bidder's calculated quantity on the proposal form is 50 cy of concrete, and if the Owner so chooses, shall process a purchase order for 50 cy at the Bidder's stated unit price. During the course of construction, the 50 cy of concrete has been incorporated into the work, and more is needed for that Contractor's work. The Contractor shall be responsible for paying for all additional concrete." 6/03/91 ADDENDUM NO. 1 Page 1 Modification No.5: Delete the first sentence of the first paragraph of article 7.7.2, Instructions to Bidders, section 00100-8, dated OS/21/91, and insert the following: " One (1) original of all bidding documents, and four (4) copies of the bidding documents are to be submitted. Place the bid security in its own separate envelope, marking on the outside 'Bid Security', and place all other bidding documents in another envelope; marking on the outside 'Proposal Documents'. Both envelopes are to be inserted in one larger envelope." Modification No.6: Add new paragraph, 7.8.5 to Instructions to Bidders, section 00100- 10, dated OS/21/91, to read: " No conditional, modified, or qualified bids will be accepted. Bidders are to comply with the instructions on the bid forms, and not make any changes thereto." Modification No.7: Replace paragraph 7.9.1, Instructions to Bidders, section 00100, with the following revised paragraph 7.9.1: " Each Bidder's original work papers, documents, and materials used in preparation of the bid shall be enclosed in an envelope and marked clearly as to contents, must be received by Monroe county Clerk of Courts, not later than (24) hours after the time and date for receipt of Bids, or any extension thereof made by addendum. A photocoPY of all materials is to be received by Morrison-Knudsen/Gerrits, not later that (24) after the time and date for receipt of Bids. Bidders who fail to submit their original work papers, documents, and materials used in the preparation of the bid, as provided herein, waive all rights to claim error in the Bid." Modification No.8: Add the following to paragraph 8.3.8, Instructions to Bidders, section 00100: .. The Owner reserves the right to return all Bids, not make any awards, and cancel the Project." 6/03/91 ADDENDUM NO. 1 Page 2 Modification No.9: Add new paragraph 8.1.2, to Instructions to Bidders, Section 00100, dated OS/21/91, to read: .. Any Bid not submitted on or before the deadline for receipt of bids designated in the Notice of Calling for BidS, will be returned unopened." Modification No. 10: Add the following to paragraph 8.3.5 of the Instructions to Bidders, Section 00100: .. The Owner has the right to conduct Bid Clarification meetings with any bidder, to determine if bidder has bid the scope of work in its entirety. Bidder shall be required to attend bid clarification meetings, as necessary." Modification No. 11: Replace Sections 00103, 00105, 00107, 00109 Proposal Forms, with revised Sections 00103, 00105, 00107, 00109, dated 06/01/91. Modification No. 12: Replace Sections 00133, 00135, 00137, 00139 Unit Price Schedules, with revised Sections 00133, 00135, 00137, 00139, dated 06/01/91. Modification No. 13: Attached is Westinghouse Evironmental and Geotechnical Services, Inc., Report of Final Geotechnical Engineering Evaluation, dated January 15, 1991. This is the information that is the subject of Section 00220, and is being made available to all plan holders of record through this addendum. Modification No. 14: Replace Sections 00303, 00305, 00307, 00309 Scope of Work, with revised Sections 00303, 00305, 00307, 00309, dated 06/01/91. 6/03/91 ADDENDUM NO. 1 Page 3 Modification No. 15: Replace section 00350, Milestone Schedule dated OS/22/91, with revised Section 00350, dated 06/02/91. Modification No. 16: Add to item 14. of supplementary General Conditions, section 00850, page 5 & 6, the following: .. Each trade contractor shall be required to check his designated mailbox. This mailbox will be made available, and located by the Construction Manager." Modification No. 17: Add to paragraph 1.2.1.9, of section 00970 Project Safety and Health Plan, the following: .. In summary, there will be a 3-part clean-up plan. The first part consists of the contractor cleaning up on a daily basis, his workstations, and his trade work. The second part consists of the general 9Iean-up, the concerted effort by all trade contractors wo~king on the project. A minimum of (1) crew is to be utilized by each contractor, or 10%, whichever is more. The third part consists of the Owner cleaning up for a particular trade contractor should adequate notice not compel him to clean up his work. In this case, the appropriate contractors will be backcharged." Modification No. 18: Add new paragraph, 1.2.1.18 to Section 00970 Project Safety and Health Plan, as follows: " No personal radios or stereos will be allowed on the job-site." Modification No. 19: Delete Section 01510 Temporary utilities, dated OS/22/91, and add the attached Section 01510 Temporary utilities, dated 05/30/91. Requirements for temporary electricity have been modified, and details A, B, C, and D, and drawing 1510-TP are being reissued for clarity. 6/03/91 ADDENDUM NO. 1 Page 4 Modification No. 20: Incorporate Document 00901, Addendum No.1, dated May 31, 1991, into bidding documents. Document 00901, prepared by Hansen Lind Meyer, is shown on pink colored sheets, reference HLM 90007.00, which contains further instrtictions to bidders, including revised drawings. Incorporate all revised drawings and specifications. 6/03/91 ADDENDUM NO. 1 Page 5 PRE-BID MEBTING AGENDA NEW DETENTION CENTER Bid Packaqe NO.3, site Electrical , Temporary Power Bid Packaqe NO.5, site Gradinq , caissons Bid Packaqe NO.7, Concrete Foundations Bid Packaqe NO.9, Site Plumbinq May 28, 1991 1. Sign-in Sheet, and. Bid Package intending to Bid. 2. Notice of calling for Bids Time and date for submitting bid Location for submitting bid 3. Instructions to Bidders Submit (1) original, and (4) copies - due to distribution req. Photocopy pages from Bid Book-do not remove pages Items to include: 5% Bid Bond - separate envelope all other items - separate envelope Proposal Form unit Price Schedule Contractor Evaluation Form Lobbying and Conflict of Interest Clause Sworn Statement of Public Entity Crimes Non-Collusion Affidavit Subcontractor Listing 100% Performance and Payment Bond required Contractors will be required to manload proj ect to meet schedule. Schedule will be submittal requirement. 4. Milestone Schedule will be revised. Storm and sanitary will be done earlier. May not have to install roadway culverts. 5. Proposed Subcontractor Listing Percentage of each subcontract, is $subcontract/total bid. 6. General Conditions (1) million dollar insurance policies required by County. OS/27/91 PRE-BID MEETING AGENDA 1 7. General Requirements Everyone to review for additional responsiblities, e.g., 01S60-temporary controls. Pay particular attention to: 01301-Submittals - stringent procedure 01310-Progress Schedules - updating, and manloading 01S10-Temporary utilities - It is not scheduled that any temporary utilities are to be available for any contractors of Bid Packages No.3, S, 7, or 9. Any water, electricity, etc. required, shall be the responsibility of each contractor. 8. Project Safety Intended to eliminate injuries. Therefore, shall be a hard hat job, along with long pants, appropriate shoes and shirts. No exceptions. Safety non-compliances will be issued if not adhered to. Activity Hazard Analysis shall be prepared and submitted for approval. 9. Scopes' of Work, review and take questions concurrently. B.P. 3 - review SOW, drawings and tech. specs. B.P. S - review SOW, drawings and tech. specs. B.P. 7 - review SOW, drawings and tech. specs. B.P. 9 - review SOW, drawings and tech. specs. 10. Questions remaining. OS/27/91 PRE-BID MEETING AGENDA 2 PRE-BID MEETING MINUTES NEW DETENTION CENTER Bid Packaqe NO.3, site Electrical , Temporary Power .Bid Packaqe NO.5, site Gradinq , Caissons Bid Packaqe NO.7, Concrete Poundations Bid Packaqe NO.9, site Plumbinq Date: May 28, 1991, 10:00am Location: Monroe County Service Buildings, Chapel Building Attendees: See attached list, made a part of these minutes. o The first part of this meeting will be a review of the front- end documents. o A site visit will be conducted at the end of this pre-bid meeting. o The pre-bid agenda was distributed to all attendees. agenda will be followed. This o The following item numbers correspond to the numbers on the pre-bid agenda. 1. The sign-in sheet was explained, including the requirement for which bid package each prospective bidder is bidding. We want to be sure that the Owner is going to get sufficient bids for each bid package. Before this meeting adjourns, we will make sure everyone has signed in. . 2. The time and date for receipt of bids at the Clerk of Courts, Danny Kolhage, is on or before June 10, 1991, 4:00pm. 3. Due to the distribution requirements of the Clerk, one (1) original of your bid and (4) copies are to be submitted. Bidders are required to photocopy submission documents from the bidding documents. Do not remove from the bid books, in that the $50 plan deposit may be forfeited. The bid books will be distributed as contract books after award, and will also be used for as-built record sets. Each bid will consist of two envelopes, put into one larger envelope. One of the two envelopes will contain the bid bond, and the other envelope will contain all the other proposal documents. Both of these envelopes will go into the one larger envelope. Be sure to put in big bold letters on the 05/30/91 PRE-BID MEETING MINUTES 3 front of each envelope "Bid Bond", and "Proposal Documents". Items that make up the "Proposal Documents", are the proposal form(insert prices, sign-off, acknowledge addenda, etc.), and the unit price schedule. The numbers on the unit price schedule will not be used to determine the lowness of your bid, but is used for adds and deducts for changes during the course of the job. We want to stress that bidders need to be fair on these prices, in that you will not know which way the job will go. Prices need to be honest bid, solid prices. A lot of people have submitted the Contractor's Qualification form, but as part of the bid, will need to be submitted again. There is some information that is important, as to how your company is formed. If the form was submitted earlier, just make a photocoPY and turn it in, unless any information has changed. other forms the County requires for the bid include Lobbying and Conflict of Interest Clause, Sworn Statement of Public Entity Crimes, and the Non-Collusion Affidavit. Make sure you include copies of these, properly filled out. The last item is the subcontractor listing. The Contractor 'Evaluation form asked what your intended subcontracting plan is - well, by the time you submit your bid, you should know how you intend to put your subcontracts together. You should be able to give accurate information on this subcontractor listing. The County is requiring a 100% Performance Bond and 100% Payment Bond. The County has the option to waive bonds if the cost of the work is under a certain level, but contractors will have to include cost of bonds on their. bid forms, and will have to be sure they can get bonds, or else the bid bond will be forfeited if award is to be made. The schedule will be a submittal requirement. Prospective bidders need to look at whether the necessary manpower can be procurred to meet the schedule. The sitework/foundations work needs to be completed before the precast starts showing up. So everyone needs to look at the required manpower and availability prior to bid. Would hate to find out after the fact that we have manpower shortages. 4. The schedule will be revised in the addendum. Right now the schedule is showing storm and sanitary being put in towards the end of the sitework. It is going to be rescheduled for an earlier installation. The sequencing will be readjusted. 5. Back to the subcontractor listing, where we are asking you to 05/30/91 PRE-BID MEETING MINUTES 4 include the percentage of your bid, each proposed subcontract is. This would be in terms of dollars. The percentage would be figured on the particular subcontract amount, based on your total bid price. The County may alter their procurement procedures to allow a percentage benefit to the local contractors, so we want to find out what work is not going to be local, and what work is going to be local. If you are an outside Monroe County firm, and using local contractors, we want to know that. 6. A one million dollar insurance policy is being required by the County. Bidders need to carefully review insurance sections to understand total extent of insurance requirements. 7. In each of the scopes of work, we are telling the prospective bidders to review Division One General Requirements. There may be some additional responsibilities of contractors that are not specifically spelled out in the scope of work. For example, section 01560 - Temporary Controls, dust control will need to be considered by bidders, but is not specifically spelled out who's responsible for it. Section 01301 - Submittals, we point this out because there is a very stringent procedure laid out here. Bidders need to be sure to include enough overhead, manpower, time and effort to get submittals done right. Progress Schedule, section 01310, there needs to be a pretty good knowledge of SCheduling to comply with this section, for updating and manloading. Under Section 01510 - Temporary Utilities, all bidders are advised that temporary water and temporary electric are not intended for their use. Contractors will need to make their own arrangements for their own requirements. The reason for this is that we may not be able to make final tie-ins until contractors are almost done with their work, and we don't want bidder.s to bank on being able to use these temporary facilities. 8. We are making it clear that our intent is to eliminate injuries. The project will be a hard hat job, long pants, proper shoes and shirts. There has been some resistance to this in the past on other projects we have been involved in. We are going to tighten up on this project, as it effects not only the bidders ability to compete, but also our ability to compete on other projects. We will be scrutinized by our own in-house safety department. Our requirements are being passed down to the contractors. Phase hazard analysis will be required to be submitted by 05/30/91 PRE-BID MEETING MINUTES 5 contractors, to suggest what the appropriate 3afety measures are that will be followed for possible hazards, and we will be making sure it complies with our overall safety program, before that particular activity starts. [At this point in the meeting, Instructions to Bidders, Section 00100-4, paragraph 4.2 was read aloud, regarding Interpretation and Correction of Bidding Documents. Also, 00100-6, paragraphs 7.2.1 thru 7.2.3 were read aloud regarding adenda.] 9. Bid Package No.3, site Electrical & Temporary Power: The main work involved is the primary feeder ductbank, and installation of telephone conduit. The other major portion of work is installation of temporary power system. City Electric will be bringing it in overhead, and at the point where it goes underground, that will be the responsibility of the temporary power contractor. There is an Owner Option included which will be evaluated after the bids are received, as to whether we continue with that contractor for maintenance. Bid Package No.5, site Grading & Caissons: The site preparation is pretty extensive, as well as the rough grading. There won I t be too much finish grading, and is basically in the retention pond areas. The other major portions of work include storm drainage, caissons, some paving, some sodding, and relocation of one tree. The Architect will be clarifying which trees need to be relocated. At this time there appears to be only one 12" caliper tree, which will be flagged. The mangrove fringe will be taped off, and the contractor will have to grade the mangrove setback area. That area will then be left in as natural state as possible. Buffer area starts where mangroves end. In regards to trash and debris in mangrove setback area, it will need ~o be pulled forward, and gotten rid of, and hauled off-site. The initial clearing and grubbing will have to remove and dispose off-site, or disposed of in a manner approved by the architect. o Question: Scott Carrol, Coastal Caissons: section 02385, paragraphs 3.2 B & C - speak of dry caisson hole. Does this requirement hold? Answer: This will be clarified in the addendum. 05/30/91 PRE-BID MEETING MINUTES 6 o Question: Scott Carrol Section 02385-10 0.1 - Need Load test capacities. Answer: This will be clarified in the addendum. o Question: Harry Silvers, Frank Keevan & Son: will contractor be responsible for hauling trash away? Answer: Contractor will be responsible, and for all permits,' fees, etc. We have not verified whether county landfills will take construction debris. Contractor will have to determine. o Question: Hal McKewen, Case International: Will Westinghouse be doing caisson inspection? Answer: We are currently in contract negotiations with KBC. o Question: Hal McKewen unit price schedule includes lineal foot price for caissons, including steel, concrete, etc. Items 8 & 9 call for unit price for concrete and steel. What is the difference? Answer: The caisson complete unit price is for add or deduct caisson lineal footage. The other items, items 8 & 9, call for material only, for concrete (per cy) and for steel (per ton). This is because the Owner may consider direct purchasing materials. This will be clarified in the addendum.' o Question: Are there any liquidated damages? Answer: Not at this time. o Question: Ed Toppino, Jr., Toppino's Inc. will section 03300 be followed regarding ice in concrete? Answer: o statement: The technical specifications will be followed,. and the mix design will be submitted by the contractor, and evaluated by the architect. Coordination will be critical between the east- in-place columns and the precast, because of the connections. 05/30/91 7 PRE-BID MEETING MINUTES o Question: For plumbing lines, not indicated on drawings if PVC or D.I.P. Answer: It is an option, unless noted otherwise on drawings. o Question: Joe Balbontin, Certified Lower Keys plumbing: Can we make radios forbidden on jobsite, for safety reasons? Answer: Yes, this is a good idea. This will be added to addendum. o Question: John Peterson, Benson Electric: It would be better to let CES furn~sh and install the site lights. Answer: This will be added to addendum. o Question: steve Henson, Key Iron Works: will bid bond be forfeited if performance and payment bond cannot be procurred? Answer: Yes, and prospective bidders should make sure they can get bonding prior to submitting bid. o Question: Bob Normand, Coastal Electric: What about permitting, considering current situation between City and county? Answer: Contractors will be, responsible for permits. Proposal form asks for separate permits cost. If permit fees were to get waived, then it will be clear as to contract deducts after award. o Question: Do we have geotechnical report? Answer: We have Westinghouse' geotechnical report available (some were distributed in the meeting), and it will be included in the addendum. 05/30/91 PRE-BID MEETING MINUTES 8 ?c..~~ , NEW DETEN110N FACILITY MONROE COUN1Y PRE-BID CONFERENCE BID PACKAGE 3 - Site Electrical & Temporary Electric BID PACKAGE S - Site Grading & Caissons BID PACKAGE 7 - Concrete Foundations BID PACKAGE 9 - Site Plumbing MAY 28, 1991 COMPANY REPRESENTATIVE PHONE BIDDING WHICH BID PACKAGE? L. " ='..:::I~ --=- '-'_'_' h" "- L, ~-z. Prvc"'~-kcrs . ~, - ~q4. ~1~ - . . - ... . '-" '\ ~'..,,- i Ij;'-" 5~ I / .r; Ii ".: /.,\~ Di~L-J ','J /..1 A-L I1Z W .!7!o f --..,.:. _ l'1' ' "' . ", ~ . Zqz.. -7M 5" L .; 11 0"- ,- /,i "'/1 '- :~ ( ~v'1 ,: .:j- S ..... .' . NEW DETEN110N FACILITY MONROE COUNTY PRE-BID CONFERENCE BID PACKAGE 3 . Site Electrical'" Temporal')' Electric BID PACKAGE S . Site Grading & Caissons BID PACKAGE 7 . Concrete Foundations BID PACKAGE 9 . Site Plumbing z MAY 28, 1991 COMPANY REPRESENTATIVE PHONE BIDDING WHICH ,BID PACKAGE ~ ~j77i P"Itc, CJ II,~ N. .rue. ,.r." l'~, ~. 9 --ffj~ Q..r '&,..u'1/LJ O-..rL.'~,~ La I ~ k:'-~~ ~-- <1 V" - , . - r 6. Technical specifications (Volume II, dated May 17, 1991) DIVISION 2- SITEWORK section 02100 Site Preparation section 02211 Rough Grading section 02215 Finish Grading section 02222 Excavating, Backfilling and Compacting for Structures section 02226 Excavating, Backfilling and Compacting for utilities section 02385 Drilled Caissons section 02510 Asphaltic Concrete Paving section 02644 Water Mains section 02674 Fire Wells Section 02685 Gas Distribution System Section 02720 Storm Sewerage section 02721 Sewer structures section 02730 Sanitary Sewerage section 02930 Lawns and Grasses section 02955 Tree Relocation DIVISION 3 - CONCRETE section 03100 section 03200 Section 03300 section 03600 Concrete Formwork Concrete Reinforcement Cast-in-Place Concrete Grout DIVISION 5 - METALS Section 05180 Miscellaneous Structural Steel DIVISION 7 - THERMAL AND MOISTURE PROTECTION section 07150 Section 07190 Waterproofing Vapor Retarder DIVISION 16 - ELECTRICAL section 16010 section 16111 section 16400 Electrical General provisions Conduit Systems Service and Power Distribution Systems OS/22/91 00001-4 TABLE OF CONTENTS SECTION 00103 PROPOSAL FORK Bid Packaqe No. 3 site Electrical , Temporary Power BID TO : MONROB COUNTY - CLERK OF COORTS 500 WHITEHEAD STREET KEY WEST, FLORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Packaqe NO.3, site Electrical , Temporary Power and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulation,s affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto,. in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together with the local source,s of supply and that he understands the conditions under which the Work is t'b be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 06/01/91 PROPOSAL FORM 00103-1 5. Primary Feeder Duct Bank $ $ $ $ $ $ 1. Mobilization 2. General Conditions 3. Permits 4. Bonds 6. Temporary power, including site Lights 7. Owner Option No. 3-01: Temporary Power Maintenance Personnel & Materials Mark-up For maintaining temporary power, for duration of project, estimated at 12 to 18 months. Per hour, for (1) licensed electrician, including burden, overhead and profit. $ /Hr. Per hour, for (1) helper, including burden, overhead and profit. $ /Hr. For maintaining temporary power, for duration of project, estimated at 12 to 18 months. For maintenance materials, provide mark-up percentage to include expediting, overhead and profit. % 06/01/91 PROPOSAL FORM 00103-2 8. Alternate No. 3-01: In lieu of Owner owning and retaining temporary electrical materials and facilities, Contractor will keep. Enter net change and whether change is an add or deduct from base bid. Net Change in base bid for Contractor owning temporary electrical materials: Circle either ADD or DEDUCT. ADO / DEDUCT $ TOTAL BID, items 1 thru 6 (figures) $ ---------- ---------- TOTAL BID, (words) DOLLARS 06/01/91 PROPOSAL FORM 00103-3 I acknowledge receipt of Addenda No.{s) I have included pages 1 through 4 of the Proposal Form , and attached the required Bid Security____, Unit Price Schedule____, contractor Evaluation Form____, Lobbying and Conflict of Interest Clause , Sworn statement of Public Entity Crimes , Non- Collusion Affidavit____, and proposed Subcontractor listing____. (Check mark items above. as a reminder that they are included.) Mailing Address: Phone Number: Date: signed: (Name) (Title) witness: (Seal) 06/01/91 PROPOSAL FORM 00103-4 SECTION 00105 PROPOSAL PORK Bid Package No. 5 site Grading' Caissons BID TO : MONROB COUNTY - CLERK OP COORTS 500 WHITEHEAD STREET KEY WEST, PLORIDA 33040 BID PROM:, The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Package NO.5, Site Grading' Caissons and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, state, and Local laws, ordinances, rules and regulations affecting performance of the Work, does 'hereby propose to furnish all labor, mechanics, superintendents, tools, material, ~quipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together wi th. the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 06/01/91 PROPOSAL FORM 00105-1 1. Mobilization 2. General Conditions 3. Permits 4 . Bonds 5. site Preparation 6. Rough Grading - 7. Finish Grading of Retention Pond Areas 8. Tree Relocation 9. storm Sewerage 10. Outfall structures 11. Drilled Caissons thru overburden - unit Price basis, bid quantity = 1385 lf 12. Drilled Caissons thru competent limerock - unit Price basis, bid quantity = 4265 lf 13. Load Testing of Caissons 14. Entrance roadway per Section 02510 15. silt Fence 16. Jr. College Rd. Work 17. Entrance chain link fencing 18. Owner option No. 5-03: Topsoil and Sodding in retention pond areas. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 06/01/91 PROPOSAL FORM 00105-2 19. Owner option 5-01: Caisson Concrete At the option of the Owner, either contractor or Owner will purchase concrete for caissons. Contractor shall calculate quantity. Contractor shall state material price only, not including tax, delivered. Calculated Quantity Material cost cy IcY 20. Owner option 5-02: Caisson Reinforcing At the option of the Owner, either contractor or Owner will purchase reinforcing for caissons. Contractor shall calculate quantity. Contractor shall state material price only, not including tax, delivered and off-loaded. Calculated Quantity Material cost tons Iton 21. Alternate No. 5-01: Portland Cement Concrete Paving in lieu of Soil-Cement Base and Asphaltic Concrete Paving. Enter net change, and whether the net change is an add or deduct from base bid. Net Change in base bid for portland cement concrete. paving: Circle either ADD or DEDUCT. ADD / DEDUCT $ - TOTAL BID, items 1 thru 18 (figures) $ ---------- ---------- TOTAL BID, (words) DOLLARS 06/01/91 PROPOSAL FORM 00105-3 I acknowledge receipt of Addenda No.(s) I have included pages 1 through 4 of the Proposal Form , and attached the required Bid Security____, Unit Price Schedule , Contractor Evaluation Form____, Lobbying and Conflict of Interest Clause____, Sworn Statement of Public Entity crimes_, Non- Collusion Affidavit____, and proposed Subcontractor listing____. (Check mark items above. as a reminder that they are included.) Mailing Address: Phone Number: Date: Signed: (Name) (Title) witness: (Seal) 06/01/91 PROPOSAL FORM 00105-4 SECTION 00107 PROPOSAL FORM Bid Packaqe No. 7 Concrete Foundations BID TO : MONROE COUNTY - CLERK OF COORTS 500 WHITEHEAD STREET KEY WEST, FLORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Packaqe NO.7, Structural Concrete Columns and Pits and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together with the local sources of supply and that he understands the .conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition whiGh could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 06/01/91 PROPOSAL FORM 00107-1 I. Mobilization $ 2. General Conditions $ 3. Permits $ 4. Bonds $ 5. Grade Beams $ 6. Walls and Beams Above $ 7. Concrete Slabs-on-grade $ 8. Elevator pits $ 9. Columns $ 10. Elevator Rail support Beams $ 1I. Owner option No. 7-01: Concrete At the option of the Owner, either Contractor or Owner will purchase concrete for this work. Contractor shall calculate quantity. Contractor shall state material price only, not including tax, delivered. Calculated Quantity, 4000 psi Concrete Material Cost cy Icy Calculated Quantity, 5000 psi Concrete Material Cost cy Icy TOTAL BID, items 1 thru 10 (figures) $ ---------- ---------- TOTAL BID, (words) DOLLARS 06/01/91 PROPOSAL FORM 00107-2 I acknowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Form , and attached the required Bid Security____, Unit Price Schedule____, Contractor Evaluation Form____, Lobbying and Conflict of Interest Clause , Sworn Statement of Public Entity Crimes , Non- Collusion Affidavit____, and proposed Subcontractor listing____. (Check mark items above. as a reminder that they are included.) Mailing Address: Phone Number: Date: Signed: (Name) (Ti tle) Witness: (Seal) 06/01/91 PROPOSAL FORM 00107-3 SECTION 00109 PROPOSAL PORK Bid Package No. 9 site Plumbing BID TO : HONROE COUNTY - CLERK 01' COURTS 500 WHITEHEAD STREET DY WEST, PLORIDA 33040 BID PROH: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Package NO.9, site plumbing and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, t09ls, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together wi th the local sources of supply and that he understands the condi tions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 06/01/91 PROPOSAL FORM 00109-1 10. Fire Water Main, post indicator valve, 'temporary water appurtenances, hydrants. $ $ $ $ $ $ $ $ $ $ 1. Mobilization 2. General Conditions 3. Permits 4 . Bonds 5. Gray Water Main 6. Sanitary Sewerage, incl. grease trap 7. Distribution Water Main 8. Fire Wells 9. Gas Line TOTAL BID, items 1 thru 10 (figures) $ ---------- ---------- TOTAL BID, (words) DOLLARS 06/01/91 PROPOSAL FORM 00109-2 I acknowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Form , and attached the required Bid Security____, Unit Price Schedule , Contractor Evaluation Form____, Lobbying and Conflict of Interest Clause , Sworn Statement of Public Entity Crimes , Non- Collusion Affidavit____, and proposed Subcontractor listing____. (Check mark items above. as a reminder that they are included.) Mailing Address: Phone Number: Date: Signed: (Name) (Title) witness: (Seal) 06/01/91 PROPOSAL FORM 00109-3 SBCTIOH 00133 SCHEDULB O. UNIT PRICBS Bid packag. Ho. 3 site Blectrical , Temporary Power The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. Description unit Unit Price 1. 4" Fiber Duct, material only, not including tax. $/lf $ 2. Concrete, for Duct Bank Application, material only, not including tax. $/cy $ 3. Removal of unsuitable material, and disposal off-site. Include all permits and fees. Suitable borrow material including delivery, spreading and compacting. $/cy $ 4. $/cy $ 06/01/91 SCHEDULE OF UNIT PRICES 00133- 1 SECTION 00135 SCHEDULE OP UNIT PRICES Bid Package No. 5 Site Grading , Caissons The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. 7. Description Unit Unit Price 1. Equipment Operator, fully burdened, incl. profit and overhead. $ $/Hr. 2. Laborer, fully burdened, incl. profit and overhead. $ $/Hr. 3. Caissons, incl. drilling, casing, steel and concrete, in competent limerock $ $/lf 4. Caissons, incl. drilling, casing, steel and concrete, in overburden medium $ $/lf 5. Suitable borrow material incl. delivery, spreading and compacting. $ $/cy 6. silt fence, furnished and installed. $ $/lf Removal of unsuitable material, and disposal off-site. Include all permits and fees. $/cy $ Material onlY, not including tax, no delivery: 8. 19" x 30" elliptical RCP $/lf $ 9. 1411 x 23" elliptical RCP $/lf $ 10. 12" x 18" elliptical RCP $/lf $ 06/01/91 SCHEDULE OF UNIT PRICES 00135-1 Description Ynit Unit Price 11- 12" RCP CLASS III $/lf $ 12. 12" RCP CLASS V $/lf $ 13. 15" RCP $/lf $ 14. 18" RCP CLASS III $/lf $ 15. 24" RCP CLASS III $/lf $ 16. 3" DIP $/lf $ 17. 6" DIP $/lf $ 18. 8" DIP $/lf $ 19. 10" DIP $/lf $ 20. 12" DIP $/lf $ 21- 16" DIP $/lf $ 06/01/91 SCHEDULE OF UNIT PRICES 00135-2 SECTION 00137 SCHEDULE OF UNIT PRICES Bid Package No. 7 Concrete Foundations The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. Description Unit Unit Price 1. carpenter, fully burdened, incl. profit and overhead. $/Hr. $ 2. Laborer, fully burdened, incl. profit and overhead. $/Hr. $ 3. Removal of unsuitable material, and disposal off-site. Include all permits and fees. $/cy $ 4. suitable borrow material including delivery, spreading and compacting. $/cy $ 06/01/91 SCHEDULE OF UNIT PRICES 00137-1 SECTION 00139 SCHEDULE OF UNIT PRICES Bid Packaqe No. 9 site Plumbinq The following unit prices shall govern, where applicable, for additions or deductions from the requirements of this contract. Description Unit Unit Price 1. Plumber, fully burdened, incl. profit and overhead. Laborer, fully burdened, incl. profit and overhead. $/Hr. $ 2. $/Hr. $ 3. Removal of unsuitable material, and disposal off-site. Include all permits and fees. Suitable borrow material including delivery, spreading and compacting. $/cy $ 4. $/cy $ Mater.ial onlv. not includinq tax. no delivery: 5. 4" PVC $/lf $/lf $/lf $/lt $/lf $/lt $/lf $/lf $ $ $ $ $ $ $ $ 6. 6" PVC 7 . 8" PVC 8. 10" PVC 9. 4" DIP 10. 6" DIP 11. 8" DIP 12. 10" DIP 06/01/91 SCHEDULE OF UNIT PRICES 00139-1 SECTlO. 00303 SCOPE 01' WOU Bid Package No. 3 site Electrical , Temporary Power 1.1 General SCODe Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and in the following sections of the Specifications; including, but not limited to: Specifications sections and DescriDtions 01510 02226 03300 03600 16010 16111 16400 Temporary utilities Excavating, Backfilling and Compacting for utilities Cast-In-Place Concrete Grout Electrical General Provisions Conduit systems Ser~ice and Power Distribution Systems 1.2 Special provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 In accordance with Sect~on 01510 - Temporary utilities, furnish, and install temporary elecric power service for construction needs. Coordinate with City Electric Service, for installation of overhead, connections, etc. Includes high voltage underground lines. Include warning tape in trench, to warn against digging up energized lines later. .2 Owner option No. 3-01: Temporary Power Maintenance, at the option of the Owner, provide personnel to maintain temporary power. Proposal Form requests hourly rate for personnel. In addition, Proposal Form requests mark-up percentage for maintenance materials invoiced. .3 In accordance with section 01510 - Temporary utilities, notify the utility company when Trade Contractors are going to connect unusually heavy loads with special power requirements. 06/01/91 SCOPE OF WORK 00303-1 .4 In accordance with Section 01510 - Temporary utilities, the Temporary Power Contractor shall also provide (2) site lights, equivalent to yard lights as provided by City Electric System. Lights are to be mounted on the power pole used for temporary power. The Construction Manager shall pay the costs of power used. .5 In accordance with section 01510 - Temporary utilities, Temporary Power Contractor shall coordinate with the telephone company for provision of site construction telephone lines. .6 Furnish and install primary feeder duct bank, from City Electric utility pole, as shown on drawing 11.01, including telephone conduits. Work includes duct bank, handholes, conduit and stub-ups. Furnish and install (4) ea. #4 rebar, one embedded in each corner, running the full length of duct bank. Cap conduits as necessary to prevent intrusion of moisture and debris. Install pull wire. Flag handholes as necessary to prevent them from being damaged or disturbed by equipment. Work includes all trenching, bedding and backfilling. Follow section 03300 and related sections, for duct bank concrete. .7 Contractor shall be responsible for calling for, and coordinating all testing required. .8 Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. .9 Procure and pay for all permits, fees and licenses. .10 The Owner will provide material testing for this project. However, this contractor shall be responsible for'the cost of any retesting required because of non-conforming Work. .11 Primary site control has been established. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, - the Trade Contractor shall pay the cost of the checking or verification. 06/01/91 SCOPE OF WORK 00303-2 .12 Contractor is to study Division 1 General Requirements for additional responsibilities required. .13 On drawing 11.01, existing utility power pole at entrance is to be relocated. Coordinate relocation with City Electric. .14 Alternate No. 3-01: Temporary electrical materials, Contractor shall retain and own materials, in lieu of turning over to the Owner after removal. 1. 3 By Others .1 Supply and installation of primary feeder conductor. 06/01/91 SCOPE OF WORK 00303-3 SECTION 00305 SCOPE OJ' WOU Bid Package No. 5 site Grading' Caissons 1.1 General Scope Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and the following sections of the Specifications; including, but not limited to: Sections and Descriptions 02100 02211 02215 02222 02226 02385 02510 02720 02721 02930 02955 03100 03200 03300 03600 site Preparation Rough Grading Finish Grading Excavating, Backfilling and Compacting for Structures Excavating, Backfilling and Compacting for utilities Drilled Caissons Asphaltic Concrete Paving Storm Sewerage Sewer Structures Lawns and Grasses Tree Relocation Concrete Formwork Concrete Reinforcement Cast-In-Place Concrete Grout 1.2 Special Provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 All debris and excavated material is to be removed and disposed of off-site. All re-usable material is to be stockpiled on-site as directed by the Construction Manager, or as approved by the Architect. .2 Rough grade 10' mangrove setback area shown on drawings. .3 Grade Wastewater Treatment Plant Holding Pond Area to approximate shown. Area and Effluent adj acent grades as 06/01/91 00305-1 SCOPE OF WORK .4 Contractor shall be responsible for calling for, and coordinating all required testing. .5 Grade site to drain, and maintain throughout contract duration. .6 Contractor shall be responsible for any dewatering operations required for installation of his work. .7 Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. .8 Contractor shall call for structural inspections, and cooperate with structural Inspector. .9 Furnish and install Outfall structures. .10 Primary site control has been established, but this Contractor shall verify the accuracy of the Owner 1 s horizontal and. vertical control site monuments. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. .11 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .12 Procure and pay for all permits, fees, and licenses. .13 At location as directed by the Construction Manager, prepare a concrete truck 'wash-out' hole on site, for use in cleaning out concrete truck chutes. .14 Furnish and install DIP sleeves under entrance roadway and Junior College Road, as shown on drawing 1.09. Restore roadbed, and repave. .15 Furnish and install silt Fence as shown on drawing 1.01. .16 Excavate and restore, for sleeve, and tapping sleeve and valve, on Junior College Road. Coordinate with 06/01/91 SCOPE OF WORK 00305-2 Contractor installing tapping sleeve and valve. Backfill and restore roadbed, and repave. .17 At entrance to site, at a location as determined by the Construction Manager, furnish and install 6 ft. high chain link fence, with no top rail. Include (2) ea. 10 ft. wide swinging gates. Use 9 Ga. wire, 4" sch. 40 gate and end posts, sch. 20 line posts, 1-5/8" sch. 20 pipe for gates. Total length of fence shall be 60 ft. .18 Furnish and install storm Sewerage system complete. .19 Flag and/or protect all permanently installed Work, and maintain through contract duration. .20 Furnish and install caissons complete. Based on bid quantity, job will be on a unit price basis. As-built adjustment, at the end of the job, will be made, at bid unit price. Contractor shall be responsible for removal or re-use of muck from caisson excavations. Contractor shall be responsible for providing adequate site drainage during caisson operation, to prevent flooding of other contractors work. .21 Contractor is to study Division 1 General Requirements for additional responsibilities required. .22 Finish grade retention pond areas in accordance with Section 02215. .23 Owner Option No. 5-03: Topsoil and Sodding, at the option of the Owner, furnish and install topsoil and sodding in retention pond areas, in accordance with Section 02930. .24 Relocate one (1) 12" caliper tree, in accordance with Section 02955. .25 Owner option No. 5-01: Caisson Concrete, at the option of the Owner, either Contractor or Owner will purchase concrete for caissons. Proposal form requests contractor to calculate quantity, and to insert material only cost. For assistance, the Construction Manager calculated bid lineal footage of caissons to be: o 5' overburden to drill thru/caisson, at 277 caissons, total = 1385 If o competent limerock, total = 4265 If 06/01/91 SCOPE OF WORK 00305-3 .26 Owner Option No. 5-02: Caisson Reinforcing, at the option of the Owner, either Contractor or Owner will purchase reinforcing for caissons. Proposal form requests contractor to calculate quantity, and to insert material only cost. .27 Alternate No. 5-01: Furnish and install portland cement concrete paving, in lieu of soil-cement base and asphaltic concrete paving. 1. 3 By Others .1 Finish grading in areas other than retention pond areas. 06/01/91 SCOPE OF WORK 00305-4 SBCTION 00307 SCOPB OP WORK Bid Packaqe No. 7 Concrete Poundations 1.1 General Scope Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and in the following sections of the Specifications: including, but not limited to: Sections and Descriptions 02222 Excavating, Backfilling and Compacting for Structures 03100 Concrete Formwork 03200 Concrete Reinforcement 03300 Cast-In-Place Concrete 03600 Grout 05180 Miscellaneous Structural Steel 07150 Waterproofing 07190 Vapor Retarder 1.2 Special provisions The following Special provisions clarify, modify, change, add to, or delete from the Gener~l Scope of this Bid Package. .1 Furnish and install all columns from top of caissons to elevated first floor framing. Coordinate top of column' connection requirements with precast contractor. .2 Furnish and install grade beams. .3 Furnish and install cast-in-place concrete walls and beams above. .4 Furnish and install concrete slabs-on-grade. .5 Contractor shall be responsible for calling for, and coordinating all required testing. .6 Furnish and install elevator pits. .7 Provide waterproofing and vapor retarder as required for 06/01/91 SCOPE OF WORK 00307-1 the Work. .8 Contractor is responsible for returning disturbed 'work area back to rough grade, and dressing out. .9 contractor shall be responsible for any dewatering operations required for installation of his work. .10 Contractor shall call for structural inspections, and cooperate with structural Inspector. .11 Primary site control has been established. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange . to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. .12 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .13 Furnish and install elevator rail ~upport beams, including plates and anchors, in accordance with section 05180. .14 Furnish and install all anchor bolts for columns, in accordance with section 05180. .15 Furnish and install all miscellaneous metals which are embedded in the work of this contractor. These include anchors, channels, edge angles, angles and weld plates. .16 Contractor is to study Division 1 General Requirements for additional responsibilities required. .17 Owner option No. 7-01: Concrete, at the option of the owner, either Contractor or Owner will purchase concrete. Proposal form requests Contractor to calculate quantity, and to insert material only cost. 06/01/91 SCOPE OF WORK 00307-2 SBCTION 00309 SCOPE OF WORIC Bid 'Package No.9 site Plumbing 1.1 General SCODe Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings and in the following sections of the Specifications; including, but not limited to: Sections and DescriDtions 02226 02644 02685 02674 02721 02730 03600 Excavating, Backfilling and Compacting for utilities Water Mains Gas Distribution system Fire Wells Sewer Structures Sanitary Sewerage Grout 1.2 Special provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 Cap all lines to prevent intrusion of debris, animals, etc., and flag valve boxes to prevent being disturoed or damaged by equipment. .2 Furnish and install temporary water using charged fire water line. At locations of two (2) fire hydrants, furnish and install suitable temporary water facilities. .3 Subcontractor shall be responsible for calling for, and coordinating all required testing. .4 Furnish and install Grease Trap as shown on drawings. .5 Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. .6 Furnish and install post indicator and valve on Fire Water loop, as shown on drawings. 06/01/91 SCOPE OF WORK 00309-1 . 4' ,,_ ._-,............<~.....- ~......._..-~.~~......._".-.__. .7 Furnish and install Fire Hydrants, and adequately protect from damage with temporary bollards. .8 Contractor shall be responsible for any dewatering operations required for installation of his Work. .9 Primary site control has been established. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. .10 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .11 Furnish and install fire wells, complete, as shown on drawings, and in accordance with Section 02674. .12 Furnish and install 2-1/2" gas line as shown on drawings. .13 Furnish and install water mai~ and fire water main, complete, including all appurtenances. .14 Furnish and install tapping sleeve and valve for distribution main. Furnish and install thrust blocks as required. Excavation, roadbed restoration, and repaving, will be by Site Grading Contractor. Coordinate operations with site Grading Contractor. .15 Install Water Meter furnished by FKAA. inspections with FKAA. .16 Furnish and install all required concrete thrust blocks. Coordinate .17 Furnish and install Reduced Pressure Backflow Preventers. .18 Furnish and install Gate Valves and Boxes. .19 Furnish and install floor drains and coordinate embedment with contractor responsible for concrete slabs. 06/01/91 SCOPE OF WORK 00309-2 .20 Furnish all plumbing stub-ups and caps associated with this contractor's work. .21 Furnish and install Sanitary Sewerage as shown on drawings, complete, including manholes, clean-outs, caps and plugs. .22 Furnish and install Gray Water line as shown on drawings, and all appurtenances thereto. .23 Contractor is to study Division 1 General Requirements for additional responsibilities required. .24 Contractor is to protect all installed Work, and maintain throughout contract duration. 1.3 Bv Others .1 At Junior College Road, excavation for tapping sleeve and valve, backfilling, roadbed restoration, and repaving. 06/01/91 SCOPE OF WORK 00309-3 SECTION 00350 MILESTONE SCHEDULE This section contains the project schedule. Each contractor is to study the applicable parts, or milestones, in order to determine his proposed scheduling for the project. Coordinate construction scheduling and operations with the Construction Manager so as to meet the milestone and completion dates as outlined in this section. The Contractors are to note the following special items. a. Bid Due Date . .06/10/91 c. Notice to Proceed (Anticipated). . .06/26/91 . .07/01/91 b. Award Date (Anticipated) d. Bid Package No. 3 - site Electrical , Temporary Power: The Work shall be substantially complete 70 calendar days after the commencement date established in the Notice to Proceed. ' e. Bid Package No. 5 - Site Grading' Caissons: The Work shall be substantially complete 130 calendar days after the commencement date established in the Notice to Proceed. f. Bid Package No.7 - Concrete Foundations: The Work shall be substantially complete 130 calendar days after the commencement date established in the Notice to Proceed. g. Bid Package No. 9 - Site Plumbing: The Work shall be substantially complete 123 calendar days after the commencement date established in the Notice to Proceed. 06/01/91 MILESTONE SCHEDULE 00350-1 h. ....~......#......._'a......'....___..~a.. ....~............._ ~.,... ....-...--....-......- -..-.. ....-.;.... -.......-_.......,...........~~.,......._....~_..-,......-._-.. . The general flow of installation of caissons and columns will be zone C thru zone A, zoneF thru zone D. 06/01/91 MILESTONE SCHEDULE 00350-2 I I i I~~ 0 ~l~ '-' u '" '" ~ a. 't:: 't:: - - CD ,e: :I:- ~:::; ':;1 ....z ~I ....- JI ... l.!"ll I \ - -- >-- enl en C"l -Ja: ~ <...:l ~ S~ ~l ,~:::: ....~ ~II~I:: 1 Ie ~ -;;, C1-' '" CD '" ...,17;;, : ~\.:: I '-' C1; 2 z c.: I ~~ - -- 0 E~ ~I' ~~ to ""- ..., c: :....... - - - :~) ~ '-::;::, =. I' ~:c.. l...1>- >-1 ; I 2'; c.. !;::I~ i -..;.; ,-_ i- :> - u ... 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Z ~ l.1.J 'CI <::) >- u "- CD c.n l.1.J >- C I D a: z ~ 'CI 0 Q.J ~ <[ Cl. J ::> c 3- L. l.1.J (,.:l Z ;:; i~ 1-1- _'_i_ _ _I i::Wf g: 212 :::: 2 3- ',~IIt7j t; gig g g z ig l.O ~ ~l~ :: ~ - 1----1---- !c- C> C"llenlcr cr c- c- J:"::L.:la.a..---i- ,==>wwwww:w '<'< ~I~IC 0 00 (I~ C"l ~I"" ..... ~I'r'3 ,I 1 ! C;~ z> :0 ci~ _5 " - ,'- : 1".;, ....'"': I .c ~ :::!::: ~I' I i Ii L ! t> "-' ,< :: ~Itigls!~l !'~!~I~j~lij~i~ ~: ~i-!_3~.___f-3I: 1_'1 <-I '" i ; 0,....) .~: ~. ~ ~:~' ~ ~ ~' --... '-" 1- ~ ! .......... .... eo c!:~ - '--';'-.-',.....- -. -- - '-.I.....Ia:JIC>,c "" I("'~- -,-i("";'~- . . - _ - 0 .. -' Q. oF> >- v, " 'i~n I: U I ~ ~. > .. t:. REPORT OF ANAL GEOTECHNICAL ENGINEERING EV ALVA nON MONROE COUNn' JAIL KEY WEST, n..ORIDA . J~:-' \991 ,.. t.~ L'~t.'" ~~ ~UOSE' ~nl~l1c , . @ . Westingtws2 Enviroomeral and Geotechnical Services. IrE. Suttt 1021 370 S ~ ~ke Boule~iIll AAi/!lOl1tr Sonnos Ronaa 32701 ,4071331,5967 Fu 14071331~ January 15, 1991 MORRISON. KNUDSEN/GERRITS Correctional Facilities Division 5090 Junior College Road Key West, Florida 33045 Attention: Mr. Doug Fuller Subject: Report of Final Geotechnical Engineering Evaluation Monroe County J ail Site Key West, Florida Westinghouse Project No. 1141-88-069 Dear Mr. Fuller: Westinghouse Environmental and Geotechnical Senices, Ine. ~estinghouse) is pleased to present this report of our final geotechnical engineering evaluation for the above-referenced project. Wfstinghouse previously submitted a Preliminary Geotechnical report dated July 3, 1990 as well as a report of Phase I Environment,:).] Evaluation dated July 20, 1990, The purposes of this final study were to provide more detailed analysis and recommendations regarding design of structure foundations, pa\'ement sections, and stormwater management facilities. The recommendations in this report are in general accordance with tbe infonnation requested by Hansen Lind Meyer (HLM) in their letter dated October 26, 1990, This report presents results of our geotechnical engineering evaluation for this project. SUM~tARY In summary, the results of our studies at the site indicate that the proposed jail structure can be supported on 36 inch diameter drilled shafts which extend to depths ranging from 15 to 20 feet into the underlying limestone. It also appears that conventional pavement sections are suitable; however, removal of the organic material and silt from beneath pavements is recommended. Additionally, it appears that stormwater recovery could be achieved throul2h natural infiltration into the underlying limestone, - 11.n -88-069 Paee 2 SITE A.l\TD PROJECT DESCRIPTION Tbe subject site is located in Section 27, Township 67 South. Range 25 Eas~ Monroe County, Florida. The site is presently undeveloped and is vegetated with native bushes and small pine trees. A pile of wood chips and scattered limestone rubble are also present on the site. We understand that the site was formerly used as a city trasb dump, but the majority of the trash has been removed. Several scattered piles of household debris were observed at the site, We understand that nearby channels were previously dredged and the limestone material was placed on this site. According to a site plan with topographic information supplied by HLM, the present site grades range from about + 2 to + 6 feet MSL We understand the project plans include construction of a 2 story precast concrete structure with the first floor raised above existing grade. Stairs and elevators will be constructed at existing grade. The column structural loading information supplied by HLM is summarized as follows: Interior column loads Exterior column loads Maximum uplift load Maximum lateral load 775 kips 500 kips 95 kips 60 kips We understand that the parking area and loading docks for the building will be constructed at or near present grades. A series of stormwater detention areas will be constructed around the perimeter of the site. The bottom of the detention areas will be at approximate elevation + 2 feet MSL with :l top of berm elevation of + 4 feet MSL The proposed facilities are shown on Figure 1. Westinghouse (formerly known as Soil & Material Engineers) previously performed geotechnical studies at this site in 1988. The majority of the borings performed during the previous studies were used as the basis for our analysis on this project, All studies performed by Westinghouse at this site were in accordance with standards of geotechnical practice in the area as well as applicable ASTM and regulatory agency requirements. SUBSURFACE EXPLORATIOS For this study, tbe results of all relevant previously performed Standard Penetration Test (SPT) borings were used. It appears that approximately 24 of the 41 previously performed SIT borings are v.ithin the proposed site boundaries. The SPT borings were perfor.ned t a depth of 25 feet below existing ground surface. We also exca....ated 8 test pits in Decembt., of 1990 and performed field soil percolation tests for this project. The percolation test (0) . -- - ...... ... ......--- . ..-.......-... .--. .--..------ . --.-- - .......-..... -~ 1141-88-069 Pate 3 . depths were specified by HLM. The test pits were excavated to depths that ranged from about 3 to 8 feet below ground surface. The boring and test pit locations are shown on Figure 1. Standard Penetration Tests were performed continuously in the SPT borings to a depth of 10 feet and at 5-foot depth intervals thereafter. Each sample was removed from the sampler in the field and was examined and visually classified by a geologist. Representative portions of each sample were packaged and sealed for transponation to our laboratory for funher examination and visual classification. Water levels were measured in the boreholes at the time of our field exploration to evaluate the depth to groundwater. A brief description of the SPT boring procedure is included in the Appendix. GE:\"ERAL SUBSURFACE CONDITIONS Subsurface conditions encountered in the SPT borings are shown on the Test Boring Records in the Appendix. Descriptions of the soils encountered in the borings are accompanied by the Unified Soil Classification symbol (SP, Sc, etc.) based on visual examination. Stratification boundaries between soil types should be considered approximate as the actual transition between soil types may be gradual. Results of the test pits are shown on Table 1. . The SPT borings typically encountered a surficial stratum of medium dense to dense limestone fill to depths of about 5 feet below ground surface. The borings then encountered a stratum of 'w'ery soft to firm silt (MH) with an o~casional root mat. The silt stratum was typically about 1 foot thick except as encountered in boring 4-H where the silt stratt'm was approximately 5 feet thick. All borings then encountered dense' to very dense limestone to the 25 foot maximum depth explored. The limestone encountered in the borings did not contain cavities or voids. The test pits excavated at the site' also encountered a surficial stratum of limestone fill that. was approximately 2 to 5 feet thick. The test pits then encountered variable layers of a root mat (Pt) and silt (ML) that was approximately 1 to 2 feet thick. The natural limestone formation was encountered at the bottom of each test pit location. Field percolation tests were performed at test pit TP-2 location to evaluate groundwater infiltration rates, Two types of tests were performed. The first utilized a 2 inch diameter casing with the tip set at approximately 5 feet below ground surface. The bottom 12 inches of the 2 inch casing was slotted, The second test utilized a 4 inch diameter casing set \\ith the tip at approximately 2,5 feet below ground surface \\lth no slotted section, The test results are summarized as follows: @J ~.. .,.......,...~'.....-.-.,.,........_...'.. __ .__....._ .' _.._ ......i .. ....._,. ...._.--.-._~_..~_......,.___._~._..-.!''lP'':IIIP......~....._ ,. ~- .......--.........--..........~.........,....--.--,.-~.....,..._....---... ..... . 1141-88-069 Paee 4 Test Location Test Depth (ft) Casing Diameter Infiltration Rate (inches per second) TP-2 TP.2 5.0 2.5 2" 4" 2.0 0.02 The groundwater level was encountered to depths that ranged from about 1 to 5 feet below ground surface, depending on topography and borehole location. We note that groundwater levels will depend on tidal fluctuations and may vary several feet daily at the site. TIdal fluctuations should be considered when evaluating groundwater levels at the site. LABORA TORY TESTING Laboratory tests consisted of percent fines. Atterbcrg limits, and soil corrosion series. These tests were performed to aid in classification of soils encountered in the test pits and to evaluate the soil environmental conditions. One laboratory permeability test was performed on a representative limerock fill sample obtained at the site. All tests were performed j.. our geotechnical laboratory in accordance with applicable ASTM procedures. The t~ results are shown on Table 2 and 'Table 3 in the Appendix. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in our field exploration., and our experience witb similar subsurface conditions and construction types. If the final building lpcation., site grades, or foundation loads are significantly different from those previously described, or if subsurface conditions different from those disclosed by the borings are encountered during construction. Westinghouse should be notified so that we might review the following recommendations in light of such changes. Structure Foundations: The results of our studies at the site indicate that the proposed structure can be supported on a drilled shaft foundation bearing in the underlying Datural limestone formation. A shallow foundation system was considered but due to the potential for scour during hurricanes as well as the high uplift loads. a shallow foundation does not appear feasible. We understand that the structure columns above the drilled shafts \l,iU be 24 inches in diameter and, therefore, a minimum shaft diameter of 36 inches is recommended. A shaft length was determined based on the axial loads pro\lded by HL\1 and a unit ski friction determined based on results of our geotechrucal study and our experience with othel similar sites, An allowable skin friction value of 4,000 psf along the shaft face was used in our analysis, Based on these numbers. the following shaft lengths were obtained: (€3 . - - ----...... .~. ...-.- --:.----.-~-:---- 1141-88-069 Pate 5 Column Loads 775 kips 550 kipj Shaft Length 20 feet 15 feet These shaft lengths are actual embedment depths into the underlying limestone and do not include penetration through the upper limestone fill at the site. The shaft length should be increased by approximately 5 to 10 feet to penetrate the overlying fill materiaL depending on the shaft location. Our analysis does not include capacity due to end bearing since the bottom of shafts cannot be adequately inspected to evaluate the suitability of the underlying material when using typical wet construction methods. Sediments and drill cuttings commonly form at the base of shafts during construction. and this condition can lead to reduced capacity. The shaft lengths mentioned above will also be sufficient to resist the . maximum uplift loads of 95 kips. ' As mentioned above, shaft lengths were evaluated based on a unit skin friction of 4,000 psf. A pile load test should be performed to yerify this value. We recommend that one drilled sbaft be installed during a test program and loaded to failure in tension. We note that if higher unit skin friction values are determined after a load test is performed, then a reduction in shaft length may be possible for this project. In any case, a load test should be performed at the site. We also note that our analysis included a concrete with a strength of 5,000 psi. A high early strength concrete should be used during the test program so .that a load test may be performed soon after installation of th~ shaft. A lateral pile analysis was performed to evaluate deflection at the pile head based on loading conditions provided by HLM. The computer program COM624 was used in our analysis. The soil parameters used in the program were based on results of our field exploration. We have assur.1ed that scour of the surficial fi)) may occur during hurricane conditions, and our calculations assumed this condition. We note that the modulus of elasticity for the shaft was calculated based on a concrete sbaft witb a 5,000 psi design strength. However, steel added to the shaft will increase the modulus; therefore, our calculated deflections should be conservative. Our analysis also assumed a fixed head condition for the shaft where the head is not allowed to rotate. These assumptions are critical in evaluating deflections at the shaft head. If the head is allowed to rotate and moments are experienced on the shaft, then greater deflections wi)) likely occur. Westinghouse should be notified if these assumptions are not valid for this project. Shaft head deflections on the order of ~ to 112 inch were calculated. These values are actual results and do not include safety factors. However, due to the transient nature of the lateral loads and the conservative assumptions used for the analysis, these values should be sufficient for design purposes. ~) . -..-yr.......'- ~ ..-c.......-c:...,....<IIlI....... .......... ,..,.........~.- ~.- -',,, . 1141-38-069 Paee 6 Ancillal)' Structures: We understand that stairwells and elevators will be 'constructed at approximately present grade. We recommend that these structures also be supponed on deep foundations. Shallow foundations are not recommended due to the potential for soil scour and since settlement will likely occur due to increased stress on the underlying silt and peat layers. We note that any structures built over the compressible soils are expected to experience differential settlements in relation to the jail structure since the jail building will be supported on a deep foundation. The compressible materials (silt and peat) could be removed from beneath ancillary structures to limit settlements beneath shallow foundations, but scour may still occur which could undermine shallow foundations. Pavement Sections: We understand that final pavement grades will be at or near existing grades. Based on results of this study, it appears that conventional pavement sections could be constructed at this site. Due to the potential for a saturated subgrade and base because of groundwater fluctuations, flexible pavement sections (asphaltic concrete) should include a cement treated base. This type of base is less susceptible to deterioration due to groundwater saturation. An alternative to a flexible pavement would be a concrete pavement section. The concrete pavement is less suscepuole to the effects of hi",b groundwater conditions. We recommend a concrete pavement consisting of 6 inche! unreinforced concrete with a minimum 7 day strength of 3,000 psi. The concrete pavement should be provided with sufficient expansion joints and should be adequately dowed between adjacent sections to properly transfer loads. The project structural engineer can provide structural connections and expansion joint layouts. We also note that consideration should be given to a gravel or crushed rock parking area. This material be eaSily reJeveled or reshaped ,as needed if settlement occurs. The existing limestone fill on site may be a possible alternative for parking and drive areas. The fiB could be compact eo in place to provide support for vehicular traffic. To limit settlement in parking areas, a geogrid could be placed within the limestone fin as described below. Due to the presence of silt and a root mat directly beneath the limestone fill at the site, any addition3.l fill required to achieve final grade may induce settlement in these soft compressible soils. Also, long term settlement of the organic material (peat and root mat) is expected to occur at this site due to natural degradation of tbe organic material. This potential settlement could affect even lightly loaded structures such as pavements which are supported at the natural grade, Therefore, if rigid or flexible pa....ements are designed at the site, the most positive means to reduce this settlement potential would be to overexcavate the silt and peat from beneath pavement areas. The unsuitable material should be replaced with a well compacted structural fill. The surficial limestone fill could be stripped and stockpiled for use as backfill. An alternative to complete overexcavation could be the installation of a geogrid in the pavement subgrade. The geogrid ",ill assist in reduci..- differential settlements, We note that some long-term settlement should still be antjcipate~, and periodic maintenance of pavements may be needed. Maintenance of flexible pavements may require a leveling course where settlement has occurred. We note that rigid concrete pavements may be able to bridge areas of minor settlement were flexible pavements COUld~.., -- \~, . - ., ....... ...~ ~ -.. .... ., ~ ....... .. - - 1141-88-069 Paee 7 not. U the geogrid is used it should be placed in the subgrade at a depth of 4 inches below final grades. Several geogrid suppliers can provide an adequate material for the intended use at this site. We would be pleased to provide a liSt of manufacturers of these geogrids, if you so desire. Before construction of any pavement sections, the subgrade should first be prepared by removing all surface vegetation and trash debris from beneath pavement areas. The exposed subgrade should be proofrolled using a large vibratory roller such as a Dynapac CA-2S or equivalent. The purposes of the proofrolling will be to delineate areas which are soft or yielding and would be unsuitable as pavement subgrade. Proofrolling should be observed by a geotechnical engineer to verify that adequate bearing soils are present The soft. yielding materials may need to be undercut and replaced with a well-compacted structural fill before construction begins. Proofrolling should continue for a minimum of 8 overlapping passes and until the geotechnical engineer is satisfied that adequate conditions exist. All subgrade soils should be compacted to a minimum of 95% of the soil's modified Proctor maximum dry density as determined by ASTM Specification 0-1557. In-place density tests should be performed by an engineering technician to verify this degree of compaction. Stormwater Manaiement Areas: We understand that a series of detention areas will be constructed along the perimeter of the site for use as stormwater management. The typical detention area will have a bottom elevation of + 2 feet MSL and a top elevation of + 4 feet MSL. Based on the results of our percolation testing. it appears that stormwater could be recovered through natural infiltration. The results .of the percolation tests were presented in a previous sectio~ of tbis repon. Based on the results of the test pits performed in the pond areas, it appears that tbe limestone fill to be excavated could be used as fill on other ponions of the site. However, the limestone shoulG be sufficiently crushed to individual fragment sizes no greater than about 2 inches in length. The smaller size will facilitate placement and compaction. We note that the underlying silt and peat layers are not suitable for fill and should not be used in structural areas. It may be possible to use the peat in landscaped areas, but the silt v.ill be difficult to work v.;th and does not appear to be suitable for any use on the site. Under&round Utilities: Soil corrosion tests were performed on representative soil samples obtained from the test pits performed at the site. The test results are summarized on Table 3 in the Appendix. Based on the test results, the soils can be classified as extremely aggressive for use in selection of an appropriate class of concrete or pipe material that is not susceptible to corrosion, A pipe supplier or manufacturer can readily pro\;de an alternate material based on the results of our corrosion testing. ~ . .,.- .. _-.......--~_._...._--- - -- ~ - - - --- . .- 1141-88-069 Pare 8 CLOSURE Westinghouse appreciates tbe opportunity to be of service to you on this project. If you should have any questions concerning the contents of this repo~ or if we may be of further assistance, please do not hesitate to contact us. Very truly yours. Westtnpouse Environmental at GeotechnkaJ Senices, Inc. -nt~ C ~ Mark C. Canty, E.I. Project Engineer . , 1/./ ~/ . J);.<<~t?" P1~/ Michael J. Preim, P.E. Senior Geotechnical Engineer MCC/MJP /kk cc: HLM - Orlando Bob Y ohe ~) APPENDIX leJ _". _#..., ....-_oc_-...._..... ............ ....._....t- -...-_,,__.,.,,_,,_.-. , _..~-....-V"'IoC~'\............~.....,......."-'4u.....rr~......... ...........~...-,;-:.-...--- . ., .... ...... .'-r .." ,-.--....- .. . . . .. - -'~ .........-..'.. -- -.-. ,- STANDARD PENETRATION TEST (SPT) BORING PROCEDURE All boring and sampling operations were conducted in general accordance with ASTM Specifications DI5R{;-A7, Boring~ "'crc ::ld\'anccd hy a rotary drilling proccs~ using a he:l\Y \'isCOU$ Jrilling nuiJ to stahilize the hole and nush out thc cuttings. At regular intcn'::lls. thc drilling tool~ "'crc remO\cd ~nd soli samrlcs wcre obtained with ::l ~tJndarti - 1.4 inch 1.0..2 inch 0.0.. split-~poon $ampler. The samplcr was first scated 6 inches to penetrate any loose cuttings and then driven an ::ldditional foot. Blows requircd to drive the sampler the final foot were recorded and designated as the .standard pcnetration resistJ'ncc". The penetr::ltion resi~tJncc. \\hcn propcrl:; c\'aluated. is an index to $oil strength. density, and stability. Representative portions of the !'oil samples. thus obtained. were placed in moisture resistant containers and tran~ported to our laboratory for further examination and classification tC$ting, 3$ neccssary. Test Boring Records are Jltachcd. graphicJlly showing the penetration resistances and soil descrirtions. t@1 KEY TO, CLASSIFICATIONS Correlation of Penetration Resistance with Relative Density and Consistency No. of Blows, N Relative Density 0-4 V cry Loose SANDS 4 - 10 Loose I 0 - 30 Medium Dcnse 30 - 50 Dc nsc Over 50 Very Dcnse Consistency 0-2 Very Soft 2 - 4 Soft 4 - R Firm SIL TS & CLAYS 8 - 15 Stiff 15 - 30 \' ery Stiff 30 - 50 Hard Over 50 Very HJru @) ~ ~ G 0 CI) 0 N ~ to. :5 ~ ~ I.. o o ~ o o N o o o '0 ~ ~ ~ ~ ~ ~ ..- ii: ..- Vl ..... ..- ., ..... .oJ CL ~ c( Vl Z o V; o 0:: 0:: o U ......... ~ ..- CL ..- Vl ..... ..- o - 10 II) 0\ a:l ~ L.. c( ..... a: c( Z o ..- z ...., ..- ..... o o ...., Vl o CL o a: CL :I 0:: w CL o ...J W I.. o w :I a: o I.. a: W CL - ......... ~ C,) Z a: o a:l ..- CL ..- Vl w ..- ~ CL Vl . . ~ .... Z \oJ :l ~ 0. o \oj VI o 0. o II: ~ C?cY ..po.;:) .;- .?.?OV (y/, .......... .... I ; ~ 0); \ ,(~1 ~Z' to. o o c..., >< ~ o ~ ,0 % 2 . I It> . ...- -..... .--.~._".'~--" >- al o ..... o ~c..) ::s C,) . ~~ ~~ ~~ c( :I~ o:S ~~ 8~ ~CI) ~~ :~ ~ ~ ~ ~ ~ c o Co.>::: & ... ~~ ~ c ~. ~ ; C) ~ =- .. u c a o ~ --vi~ C Cl t E ~ - c t I e~ " 0; _ a ~.~ II Cl c -'" In J: - u' :J Cl I 0__ ..cO" enCl- .f C) I -- "'-0 Cl C . ~ 0 @ C7I <D o I II) II) I ~ . o ':0 C7I Ow I z:.:"'" UN wwt ......I N G:u- ...... ..-...-...--_.--.---~-- SaME FLO'UOA OFACIS: ORLANDO. TA..'A. OUR,..no lEACH OTHE" OFfiCES IN: NO"TH CAROLINA. IOUTH CAIIOLlNA . GEOROIA . TENNUSU . OHIO ~-: . . "IICTllAno.. .r.."AICI-"OWI NIt, DESCRIPTION . .... J .,... . 5 10 20 30 .0 0- .. 10 1-0- t~dium dense to loose off-white - limestone (f111) /" . 21 ~ l/ 9 -Very loose dark brown silty fine * -5 L 6 Medium ~ense to dense off-white 1 i mes tone -- 1 Very soft gray silt (t~) 6.0'- I--- ---- -10- 7.51 ~ ---... 4C -15- - 40 II -20- - ~ 29 ~25 '-- \ 36 Boring Completed at 25' f- 30- f- --35- - * SAND (SM) 4.51.5.0' -40- 10- J I I ~45 TEST BORING RECORD '0'''..0 AltCl .....lIIl'UhQ ..(In "IT" 0.1UII Coal OIIIU1",O IUITI "UW 0-2112 80RING HO, I-A 1[..( TtUnc..llflllUHCI " TH( NU.,UIl Of nowt 0' 60 ll, ""W"L "' "llINO )0 1H..1I10UIIIIO TO OIlIVl U ,N. I,D, ........Ull , n. - - - CROUNO." nil Llvn ~ DATE DRILLED 1/25/S8 U"OISTUII.rD SAW~C PROJECTNO. 1141-88-069 'I - .. -...." . .'._ ... .-.' _... _l'" -~.,,_...... . . _ . '-.'..., ..- . J. .. ......,..~~~.........._..~_...,....J~.................---...--.._............_.. r .. ..... -..... _._- ........ .. '. . -.---.-' ~..'... ..-..-.... sa. nOR.OA OFfICII: ORLANOO. TAWA. ......IIACN OTHE" OFFICES .N: NORTH CAAOUNA. IOUTM CAAOUNA. OEOAOlA. TENNUSU . OHIO ~~ Ii . ".. '..U'OII .. II" &JlCI - .on lIU.. DESCAIPTlOH , .,~ . I 10 at . .. O- M ~ '-0. r~dium dense off-white 1 imestone l- f (fill) V 17 I- II Finn gray s i 1t ( ~1H ) 3.5'-4.5' 1-5- - "'- 50 Dense to very dense off-white 1 imestone [> 65 -Stiff gray silt (~m) with limestone n.C'-8.5' V -10- - 50 / 1-15- 10- 40 / 1-20- f-- ~ 33 I --25 - ~ 38 Bori ng Completed at 25' ... 30 - - 1-35- t- -40- r--- i ... 45 TEST BORING RECORD loOl\l>fQ ANO U..~UHQ "UTI AtT" D-ls.t C~f O'UUIHQ ..un A.n. 0-3\" BORING HO, 1-8 . 1/25/88 1141-88-069 '<< 100( flU rlOI( 1l[""A"e[ II TH[ l(u...[Il Of nOwt 0' 60 LI H......IIl'..lUHO )O,It.Il[OUUIIO rODlllVl l.4II1, ", ....1111'\.111 ,n. - - - GIlOuHD...nll LIYfL OAn DRILLEO ~ UHO'S'U"IIO ......~LI PROJECT HO, w, - 110<'11 CO'OI ..T ..n $&ME fLO"IDA Ontell: OftLANOO. TAlltta. DU""ILO alACM OTHE" OffICES IN: NO"TH CA"OUt.:A . 10UTH CA"OUNA . QEO"QIA. TfHNESSU . OHtO ~; . . "ICT"" TlO" "'""AIICa - .. OWl ... " DESCRIPTION . ~ 1II~ . 5 10 20 30 to 10 II Q- - 0 - Hed1um'dense to dense off-white - limestone (f111) ..-.. --... 14 --.. . 41 -5 - t~d1um dense off-white limestone ~ 19 - mixed with some silt (ffi). some* 87 ~ Very dense to dense off-white ..--- ~ -- 1 imestone ~ -- 33 -10- -- \ -15- - \ 54 I \ 70 -20- - / / -25 ~ ./ 42 Boring Completed at 25' -30- - . ~35- - *fi ne roots -40- - , , 1 -45 I TEST BORING RECORD .0""0010 .....0 ",W"'UIoIO ..l(T1..ITW 0,11.. C~ Dl"U,JO.Q ..l(T1 ",T1I 0-211' BORING NO, 1-0 "'... TIU noOl alll.TAHC! I' nu HvwaU 0' IlOW' Of' ,.. L., """''''l "' ALL'HO JCI nt, III CVIIlIO TO OIIlYI 1.4 ,It. 1,0 ....""UIl ,n, - - - CIlOU"OWUlll llYU ~ OAT( DRillED 1/26/88 1141-88-069 VIoIOIS TUIl.IO S....~ll PROJECT NO. "'1' _ .-"'r ......., ..... ~...... $&ME nORIDA OFFICES: OItLANDO . TAM'A . DEE..FlfLD lEAC" OTHEI' OFFICES'": NORTM CAltOUNA. IOUTM CAltOLlNA. GEOROIA. TENND.u. OHIO ~~ . . ..Ill,.. no.. ...."AICI _ kOWlIIU OUCRIPTION . ~~ 4 ..... . 5 10 20 " 40 0- .. II ~O- r~dium dense to loose off-white --- limestone (fill) / . 2] ---- 4 ~ Fl nn any S 11 t O-IH) Wl th some off r- lJ ~5 - - 53 Very dense to dense off-white V 1 imestone ~ 3~ ~10- - 1 47 ~~diurn dense off-white limestone t ~1S- I-- 18 Dense off-wlli te 1 imestone I 1-20- I-- ; ')q r-25 >- ~ 42 Boring Completed at 25' -30- I-- .white 1 imestone 3.5'-4.0' -35- f-- 1--40- - ... 45 TEST BORING RECORD 10A,NO ANO lA_UNO lIun An" ~'MI co..( O"ILUOCO "UTI .lIT" ~J1U BORING NO, 1-E 1/26/88 1141-88-069 1"(.... T AA TlON AUllTANCl I' H'( HU"'fll 0' now. 01 ,.. Le.HA""lll 'AHINO)O IK. IIl0UIIIlO TOOIUvt UIK. LD, IoA_U" , n. - - - <<AOUNOWAlllI uvtL 0" TE DRILLED ~ UNOISTUIIUD U"I'U MlOJECT NO SaME nORIOA OFFICES: ORLANDO. TAIlI..A. DE(R,.no llACH OTHER OF'ICES IN: NORTH CAROLINA. SOUTH CAAOUHA . GEORGIA. TENNESSU . OHIO t~ . . ~MCT"""O" .."'UJCa -..o.t 'C., DESCRIPTION . .,~ ~ . s ,. 20 30 .. 10 0- .. ~O- Medium dense to very dense ~ off-white limestone (fill) ..~ 28 .......... 50 ~ ~5- Dense off-white limestone - 33 4 33 ~10- - \ 37 \ I ~15- f.- , 44 I -20- - ( 34 \ -25 ~ 40 Bori n9 Completed at 25' ~30- - '-35- ~ -40- - -45 TEST BORING RECORD 10"'HO 1.000 ......PU"O MUTI &lTI'o. 's. C~( OOIlIUI"O ..un I.I'Mo.21" BORING NO. I-F ~1ooC '''.TIO'' Il("U."Ct'l Holt HIi"nll 0# .lO..... 0# U4 lA. HI. IU'1 II 'ALlINQ )GIN IIIQUIIIIO TOC"'VI HI", 10, .....MrU. , n, - - - GIlOU..C...... 1"(11 UVll ~ OAT[ DRillED 1/25/88 UHOIITVIIIlO SA"~I PFlOJfCTNO, 1141-08-069 ~.._~-.......- _......,....~ ",,".'~, .....-..-......-- ---. _ ._....~....-.__..........~........-,....,.......:t:'- . '"'. -. ~ . - ." - -... .. r f-'_"_.'_~'''_._''_ -..-_--:--- -.._......-._~-_.-- . :- $&ME I'\.O'''DA OfItrlCrl: OttLANDO. TAWA. OUIW1nD MACH OTME" OFFICES 'N: MOtlTM CAltOUNA . IOUTIt CAAOUNA. OEOAOIA. TENNUSEE . OHIO t~ . . ",.,,,,,nOll.III'T&IICI_..OWI' DESCRIPTION , .,t . s l' 20 30 40 O- Il . ~O- r,~dium dense off-white , imestone - ( fill ) 1 1_ Finn gra~)snt (HH) (Sample not L '-5 ~ t- Dense to very dense off-white 1 imestone -10- - " '" "- " -15- - > J ./ V - ,/ V ~20- I-- . 1 ~25 i-- 3 Boring Completed at 25' -30- - . ~3S- - -40- - ... 45 TEST BORING RECORD '~...o A.HO ""WP'UHQ _m .n.. O,lW C~ ~UJNQ ~1T1 AITM Do"" BORING HO, 3-B 1/28/88 1141-83-069 I'( oc nu. nON III al" .Her II T'K( HU..IU Of IlO.' 0' '''l.8, "A....t.' ALLIN<) JO IN. .lOUllllO TO o.,vt U III. 1,0. "'~U , n. - - - c;"Ou..o.. n. llvtL ~ OAT( OAlllEO UNO/STUIl.EO ..,...~ PROJECT HO, ""'" - .~_~,.n.~_...!:.~ $&ME FLORIDA OfFlCU: ORLANDO. TAMPA. CKER,..nD IUCH OTHER OfflCU IN: NORTH CAROLINA. lOUT" CAROUNA . OIO"QIA . TENNISI!! . OHIO t~ Ii . NIIC'""'"OtI.....,~ _.~ JIb DESCRIPTION , ..t: . 5 10 20 30 40 0- 10 . - 0 - ~~dium dense off-white limestone -- ( fill ) '7 Soft gray CLAY (CH) with some silt -. 1 -5 ~ 16 Very dense to dense off-white 1 imestone -10- - 46 \ ~15- I-- ~ 55 V -20- - f 37 - -25 ~ 40 Boring Completed at 251 . ~30- - -35- I-- *some fine roots -40- - i-45 TEST BORING RECORD .O~llOfO ANQ ......~HO M<<fTl ..n.. o-lla COM C)fttl..lJHO ..u~. ..n.. o-alu BORING NO, 3-C H I'oC TlU "Ooe IItS/H.....CI IIll<f oeVWUII Of IlO'" Of 'tOl., MU'..tll'''UIHO)O IN. ~IOV'~tO 'OO~I"( 1.41111, 1.0, ....M~U~ I n, - - - CIIOVHO "'.. TIll llWlL OATE ORllLfO 1/28/88 ~ VHDISTUIIlIIO SA M"U PROJECT NO, J141-08-069 .... - at"'w'"'r ,,..,,,. .,. ..",. ...-- .. .... - S&ME FLORIDA onICU: 0.. LAN DO . TAMPA. HlRAnD .beM OTHP OFFICES IN: NOttTM CAROUNA . IOUTM CAllOUNA. GEORGIA. TENNESSEE. OHIO t~ . . ....Tal. no.. ....,MICI - ..o.t ... DESCRIPTION , w~ . I ,. 20 . .. O- Il . ~O- Loose off-white limestone (fill) - E Finn orAV c:ntv CLAY (nn with W "i5iB 9 1-5- Medium dense to dense off-white I-- 46 1 imestone V -10- - 22 , -15- I-- 28 \ 34 -20- - ~25 10- ~ 33 Boring Completed at 251 -30- - I -35- - *some roots f-40- - i- i' 45 TEST BORING RECORD aOIUHQ A><lIA"l'UNQ Mrn. A.TIf O-IMt C~ D'UUJNQ MUTI AJTM 0-11,. BORING NO, 3-'0 ~..nu. nON Ar"'UNcr II TMf NUllInA ~ 'lO'" 0' I" u. H......l A' "UI..Q)O lit Af QU'AfO TO CAIVf ".... 1..0, a..uwuII , n, - - - GAOUN::."T'f" llYll ~ DATE ORILlED 1/28/08 UNCISTUAno 'AII~U PROJECT NO, 1141-88-069 .,. -..oc. COtlf alT 14Z1 Jt -..:. .....,.. - r ... ~ .- $&ME FLOfUDA OFFICII: OM.ANOO. TAlII#". OIP"no HAeM OTHE" OFFlCU IN: NORTH CAROUNA . lOUTM CMOUNA. GEORGIA. TINNUSE!! . OHIO !~ ai . .....T""nOll.....TUICI_..OWt..." DESCRIPTION , .,t: . 5 to 20 JO .. .. . 0- ~O- Medium dense to dense off.white - limestone (f111) " 13 '" 1- 1 34 ~S - ~ Very dense to dense off-white 1 imestone -10- - 63 -15- - 1/ 55 r-20- f-- ! 44 --25 - I 36 Boring Completed at 25' ! -30- - , I --35- - -40- I- -45 TEST BORING RECORD J04lnofO AO#O ......1'\..1100 1I&ff'T' All.. 0, U.. COlW DA'UJOCO MUTI A.T1II 0-'"' M lei( flU. 'nQ.. ~[~'TA"Cl" n.[ H~UIl OF alO.. OF '~LA, HU"'U"oUlI"Q)O IIC. Il[QUllllO TOOll.Vl U lit. 10. ....-Ull , n, - - - BORINO HO, 3-E GIlOUI/CWAn:Il LlVU ~ OAT( DRllLEO 1/20/68 1141-68-069 U"OISTUIlIlO SA"~ PflOJfCT NO, N1l - AO<Il COflf III Ill! - - - --- --- - ---'~.'''''' ~._.-...#_----.----_....... ---- ~_._- '--~-' -, -'.- $&ME nORIDA OFFICES: ORLANDO. T AIIPA . HII~ no .uCM 0'04[" O'flCElIN: MOATH CAROLINA. SOUTH CAltOUNA . GEOAGIA . TENNESSU . OHIO !~ ri . "Nlnu.nOIl....".uce - -","D' DE SC RIPTION , !~ . I ',' 20 H . .. .. -0 - loose off-white limestone (f111 ) - ; 1 ... ,. 6 -5 .., rm n,..av c:, IT 11.101' - .. Very dense off-white 1 i mes tone -10- I-- 51 1-15- - 50 ~20- ~ . 5~ ~25 - I~ 52 Bod n9 Completed at 251 -30- >-- I r35- - . l:4o: - I I . 45 TEST BORING RECORD )lIUNQ AICI I."INNO IIIl!nl U1'li10,1M1 ~ OIItUJOCO II'Lrn Anll 0-11 n BORINCi NO, 3-H . -1o(T1U. now "HIIUNef II n<f ",vII'f" ~ .lO..' Of .1.... H,unu., AU.IHO )C IN. Ill! OVllIlfD TO DIIl'Yl 1.4 IN. . ......!'\..LA , n. - - - CIIlOVNO...1"( . UW'1l ~ OA TE ORlllED 1/27/88 U",DISTUIIlIfO S.....~ PROJECT NO, 1141-88-069 .... - I'oOC I( e O/l r lIT II zr .... ...~_..__..--- ... -, $&ME P\.O.UOA OFFICEI: OfIII....OO. 'A"~A . OEP"aO HAeM OTME" O'''CElIN: NOR'H CA.-OLINA . IOVTM CAltOUNA . aEO'-QIA. T!NNUSU. OHIO ~~ >> . ,...'''''no.....''UICI_ _OWl,.. f DESCRIPTION , I~ . s " 20 )0 ., to .. -0- Medium dense off-white 1 fmestone - (f111 ) .. V 28 -With some gray silt, some fine roots 3.5'-5.0' ,/ .. 5 - ~ 16 Dense off-white limestone "10- - 43 -15- ~ 45 V f-20- - ~ 33 ~25 10- r\ 45 Boring Completed at 25' -30"':' - f-3S- f- -40- - I I l..45 I TEST BORING RECORD .0111..0 I.HO LUOI"UNG 1<<fT1 All'" D.1S1t COM ONlUHG JUln AITV D-J111 80RINe; NO, 3- I 1/27/88 1141-88-069 ~~ HunOH Il[~ITAIOC( I' TH[ HU"Il~ ~ .lO'" 0' ,.. La H.....Yl" 'ALLING)C lie. ~(OUIII[D TODIlIV( U IN, ',D, ......1'\.&" 1 n. - - - GIIOUIOO..... Tt" U~l ~ OAT[ ORILLEO UHDISTUIlUD ......~LI PflOJECT HO, IQ - l'Oeil: COllI liT SlZI ~ - " ..~-",--.~ .AI , ....~ ....., ....', . 'v'" -.~.-."r---"'-. _~_.....___v...'_......... .. ,_........ .- ....- ..........._.'r"'O-..-.~"......_ to. ._~__.h~~............T..,._' $&ME F\.OR.DA GmCII: ORLANOO. TAMPA. DEIRAlLD IUCH OTHER OFACII IN: NORTH CAROLINA. lOUTM CAROUNA . GEORGlA . TENNESSEE. OHIO t~ . · .....'''''nO'...,AICI_ .....n DE SC ,"PTION , Z~ . 5 1. 20 )I . eo . -0 - '1edium dense off-white 1 i mes tone f- I (f111 ) 10 h:::. ~~v~e/~~~e roots wi th some gray 1 27 -5 I- "- Dense off-white limestone -10- ~ 3S \ ~15- - ~ 44 / ~20- - ~ I 35 \ --25 - .. 41 Boring Completed at 25' foe 30- I-- I ~35- ~ (:40: - I . I I - 45 TEST BORING RECORD -0'11..0 ANO ......~,..o II&f[T. AIT"O.'''' .0Af oalUJtlO II&flTl AIT" 0-'19' SORINO NO, 3-J ~...r T'IA TlOH "HI.rAHel IS THl HVIIIIIl Of now. Of ..1..., H....II! ,HAI..UHO JO IH. Il!OVI"'O TOCIllvt U'II. 0_ ......r\.[Il tn, - - - GIlOUHCWA nil I..[VlI.. DATE DRillED 1/27/n8 ~ VHOISTUIlUO s'&"~1 PROJECT NO. 1141-88-069 "I - AOCll COfIl .IT IIU . -... .FCOVlll" A lOSS Of O.,lt ''<0 $&ME PLOtIIOA Gn1C1I: OtIlAltDO. TAMPA. DURAnD ICACIt OTHlR MACES IN: MOAT" CAROLINA. IOUTH CAROUNA . GEORGIA. TlNNUSG. OHIO ~~ Ii · ...... '"'" no. If... T A..c:I - _ Oft ... . DESCAlPnON , 1IIr: . 5 to 20 Jet 40 .. O- M -0 - ~~d~um dense off-white limestone - (f1 n ) ~ 19 , -- I Finn aray ,SILT ~MH) ~ 7 ~5- Medium dense to dense off-white - 1 imestone ~ ~10- 10- " 22 -15- - 25 ~20- fo- , 28 \ \ -25 fo- \ 4S Boring Completed at 25' -30- f-- ~35- - ! 1-40- - I --- '-45 TEST BORING RECORD .011l0f0 AHO ......"UHQ MlIU.l.nll G-IMI CC>N OIUU""O WItT' ..TtlI ~"u - - BORING NO, 4-A H"'nv.no.. IIIS1ITAHCI " THf NUII'fll Of IlOW' 0' 1.. Le. "A....r II 'ALLINO JO lie. AfOUlllfO TO Oll.Yll.t.... 'D, ....ItP\..lll I IT CAOU"OWAT'(II U'ttL ~ OATE ORILlEO 1/27/88 UH01STUlIIID SA"~ PROJECT NO. -.l141-llR-069 ~ - 1tO<:. CO'll I'T SIlt $&ME FLORIDA OFFICII: ORLANDO. TAII1ftA. DEPAILD aaACII OTHER O"'CIIIN: MOflTM CAI'OUNA . lOUT" CMOUNA . GEORGIA. TENNIlSEE · OMtO !~ >> . PC.''''' ftOII ""IToUICI - ko.t I'll DESCRIPTION , .,t . I 10 20 JO .. 0- .. . -0 - Medium dense off-white 1 imestone ~ (f111 ) . 1 ~-- 'iiiii 1-5- F; nn n ,. a v <.; 1t ( ...~ \ A ~'- ~ ~, - r I ( Dense to very dense off-white 1 imestone -10- - 3( " " ~1S- --- V Sf ~20- f-- 1 48 -25 10- 1\ 52 Boring Completed at 25' f- 30- ~ 1-35- f-- 1-40- - ... 45 TEST BORING RECORD .000NO..."O U...~HO .ulT1"'I'1'..l>-lMe co-<< Ol'lILUNO .unl "'1'1'''1>-2\11 e~ING NO. 4-8 I"(~ TlU. nON II.(~IT"'HC( " TH( HU"UII. 0' now. 0' \..~, H.......(I"...lUHO )ClIlC. 11.( QUIII.(O TO 011..'(( \,.'N, ,.0, ......1"\.11' , n, - - - CillOUHOWATtIl UYlL DATE OIUllED 1/27/80 ~ UNOIITUIIIlD SA""L. PflOJIECT NO. 1141-88-069 IR - "oell: Co-( ,IT 1111 AI ...-..--- _. --~. -- ---. --- . $&ME no..lOA omell: CMtUNOO . TA"~A . OU"AnD IUCII OTHER OFFICES IN: NORTH CUOlINA . IOUTM CAllOUHA . GEORGIA. TENHES.II . OHIO t~ . . .... T'" no. AI II" &C:I - .. OWl "la r DESCRIPTION , ..t . 5 10 20 30 .. 10 Q- . - 0 - Dense to medium den~! off-white 10- limestone with trace of silt ~ 45 fi 11 ) -:::::l / 1-5 - ~ 22 Hedium dense to dense off-white 1 imestone ~10- f.- 4 26 \ \ -15- ~ , 43 -20- '-- 46 \ ~25 ~ II Sl Boring Completed at 25' -30- - ~35- I-- -- -40- r-- Ss . TEST BORING RECORD '0"1000 ANO &A~INO ~fT' AfTN O-Is.I ":0". O't.u.n.Q "UTI ASU' o-I\n ~.. ".....nON.( "nANCl IS TI<( "\,,'lInll 01 'lO.S 0# ..~, Io("""'lll '~LIHQ JCIN.lIlQUllIlO TO Olllvt U ,JI. o 'A"~CII' n - - - eOAIHQ HO. 4-C GIIOUNDWA TIll LlvtL CArt DRIllED 1/26/88 IiIll - ItOCIl CO<<l tiT tire , -"'ltECOvt., ~ UHOISTUIIICD "'NP\I PAO~CTN~ 1141-88-069 .... l OH C>' O.'ll '''0 _ 0.''''''..'''' _.......~."'-'..-......u~1;'<........T~..'.....~.......l....-........_O........~~ F J .. ...____._. ."_I'"_..~__,,,,,,.. __. .---____._0_____- $&ME fLO"tOA OfFICII: OttUNOO. TAMPA. HUlN1.O MACN OTME" OffICU...: IfOlnM CAAOLlNA . SOUTH CAROUNA . OIOROIA. TlNNElIU. OHIO ~~ . . ""''''''''OII...IT--=- -"OWl" OESCRlPnON . ..t J . 2:- 5 10 20 )I .. to II '-0- Very dense off-white limestone - ( f111) . 5 Fl nn aray s ~ It {HH} mlXed Wl tn- Very dense off-white limestone ~ .-5- - ~ ~1edi um dense off-wlli te 1 imes tone ~10- ~ 21 "'15- - ~ 2: D~nse off-white limestone f- 20- - 3~ \ -25 - \ 42 Boring Completed at 25' f- 30- f-- i- 35- - *limestone, some fine roots -40- - _. 4S rEST BORING RECORD 10111..-:) &j4C) ........UHO ..un AIT" o.u" COftt OOVl.UHO Mtnl AITV 0-2"1 BORING NO, 40 ~ lo&l 1 IU liON "1$J'1 "'Het IS fMI NU..IUI Of IlOW' 0' 160 L,I. Mu,wt"'AlUHO JO ,.... "fOUI"fD TOO"'~ I,"" . I) ....Wl"llll' n, - - - CIIOU,",O... TlII llYll ~ 0.. TE DRIllED 1/26/88 1141-88-069 UNOIS lU"lfO SAMI>U PROJECT NO. ta - IIOCO: COli' In $JU $&ME n.ORIOA OF'ICU: OItLANOO. TAMPA. OCPAno IlACM OTHER OFFICES IN: NORnt CAROLINA. IOUTM CAAOUNA . GIOfIGlA. TtNNUSU. OHIO ~~ . · ,,_TM"O" ....nAIICI - aO'Wt,..R &.~ OESCRIPTION , .,~ . S ,. 20 . to C- .. . 1-0- J,1ed i um dense off-white limestone '- I (f111) 2f ~ - 5 - Finn ~ray siltJI-1H} with some - t . fraom nt of limestone Dense off-white limestone fragments -10- - 3f f-15- ~ . 4, >-20- I-- 41 ~25 I-- ~ 46 Boring Completed at 25' f- 30- ~ f-3S- I-- -40- - . I -45 TEST BORING RECORD .O"'HO 10/00 I.AW~I<Q "IITl .ulW o.'s.. COM O4'lIU",O I'll,., Anlll l).f1U IORING NO. 4-E MlC TIVoT'ON Il($l'UI<CII'1l<( NUWltll Of nows 0# ,eo 1.... "10....111 'AllIHO )0 'K. "(OU'"(O TO OllIV( 1.'1K. U) a.u,~" I n. - - - GIlOVI<OWA Ttll L(~L ~ DATE DRILLED 1/26/88 1141-88-069 UI<OI$ TUIlItO SA W~t..( 'AOJfCT NO. tq - I'OC:JC coar III SlZl ... ......~JIIo.-__... ~...,..._.. $&ME 'lO.UOA O"tClI: OALANOO. TAllPA. OUR,..no lEACH OTHER OFFICES IN: NORTH CAI'OUNA. SOUTH CAROUNA. GEORGIA. TDINI..II. OHIO ~~ .. . ~IIICT""TlC* .,.noUlCa - "Oft ~ ~t DE SCRIPTION , . 5 10 2t ;- 30 .. .. II -0- Off-\ojhi te 1 ir..estone (fill) - .. 5 - - -10- i-- -15 - L IE f1ed i um dense off-white limestone (fi 11 ) 12 -20 ~;rm nr"v rl AY (rw\ wHh ~n",A* 29 - Dense to very dense off-white 1 imestone 48 r-.. """- """- -25- - - r-- ~ SO .- / .c. ,./ .-/ V .-/ ..- 30- - \ 34 *s i 1t, some fine roots 40 f-3S- l- f-40- - 43 BorinQ Completed at 45' I 43 .. 45 rEST BORING RECORD .Q4UJoOQ ...NO LU'''UHO ~tn "'ITM O-ISM COM OAIUIlolQ Mtm ....tnll).lIlJ BORING HO, 4-F 1/28/88 1141-88-069 - - GAOUHOW"'TlIIl Lt~L M NfTlU nOH At"IT.....Ct II THt "UIf If II Of alO.... 01 I" L'. H'" .,..tlll rA4.L'HO)C I", "tOU'"tO TO Olll\'t I.t'lL 10. .....P'\.Ul , n, ~ DATE DRILLED U"OII TUA.IO ",MP\..I PROJECT HO, "I - lII<>elli COl\t ,IT "%I $&ME nOtlIOA O"ICU: OlU.Moo. TAII'A. DElR'IElO IUCH OTHER O"ICU IH: HORTH C.AROUNA. 'OUTN CAROUNA. GEORQIA. TrNNUSfE. OHIO ~~ >> . 'I" ,... nOli .. IISTAJICI - _eon ... " DESCRIPTION . ~t ~ . S 10 20 !- )0 .. .. II -0 - Loose to medium dense off-white - I limestone (fill) with trace of 41 I 9 s; 1t - '"" -5 - 19 Dense off-white limestone -10- - 38 -15- - > 44 .( . -20- ~ 33 -25 - ~ 38 Boring Completed at 251 ~30- - -35- ~ -40- - -45 I TEST BORING RECORD '~INO AHO "'WI'UHQ ..un...n.. o-l~ COM OAIUJ"'O MlCn....TlIl).21U BORINe NO, 4-G ~ OOC '"AnoN lH I-lU...NCII, THI "U"UIl Of flO"'. 0' ,.. La. HA....III' A4U"O )0 lit. IIfOU111.(O TOOIUV."t..... '.0, U"~fll , n, - - - CII.OU..o ....1"111 LlYU ~ DA TE DRlllEO 1126/88 1141-88-069 U"'OIST\JIlUO SA "1'\.1 PROJECT NO. ,,:I - AOCII COli. ..T 'Il( "'~....... :"-~r""r.."''''''''lf"'''-'-~''''' ".'~."'f~.._~.._ --.........,.......--....'-...,...~<'"II R .___~.............._ ~4- )11........ """""'.~~~~-._-.:'I. .'- ~ 4J r--.---..-----..-- -.- - .... __ ....... a _.... ..-'"' .--------_.... - $&ME AOIIIIDA~: OALAMOO. TAMPA. DEEAAILD NACII OTHEIII OffiCES IN: NOIIITM CAltOllNA . 10UTH CAAOUNA . GEOAOIA . TONUSU . OHtO ~~ . . PC" "'A "CHI " _If AlIIQ _ IlOWW . DESCRlPnON . ..~ ... . S to 20 30 !- 40 10 . -0- ~~dium dense off-white limestone I-- fi 11 r-e:. -5 - ~ Very soft gray sil t (t1H) -10- - Dense to very dense off-white limestone -15- ~ l / -20- - J / / -25 - e'" 4 Boring Completed at 25' . ~30- - -35- ~ -40- I- - 45 TEST BORING RECORD' lOlliNG ANO LU'''UHO ~ln AITM O,U. COllI Dl'1l..UHQ lIlun AIT1IIo-,\" BORING NO, 4-H ~ NIT IIA liON liE IIITAHCIII TI<E ..VWUIl Of ILOwS 01 UI L', "A....E II' AUIHO JO IN. liE OUIIIED TO O.II\'E U II(, I 0, l"U'~I" 1 n, - - - CIlOUNOWA n: III LlYU ~ DATE ORllLED 1/27/88 1141-88-069 UNOI$TUIlIIO SAM~I I'flOJECT NO, HI[ - IW)CIII Ct'<'lf "T SIll' - -.. ........ $&ME 'l.O'UOA OFfiCES: C)ttUNOO. TAMPA. Del"Ano Iuat Of HE" OFFICES IN: NOA'H CAAOUNA . 'OUTH CAAOUNA . OEOAOIA . TENNESSEE ~ OHIO !~ >> . ~"'T...no..ltf""4*a - _OWl I'U DESCRIPTION . .,f: 4 . S 10 20 30 . 10 O- M ~O- Loose off-wh1 te 1 imestone (fi 11 ) - '- . Very loose fine roots with trace of s i 1t ~5- Medium dense to dense off-white ~ 20 1 imestone 1\ -10- - 26 -15- I-- \ 40 / 30 ~20- - ~25 i-- 38 Boring Completed at 25' -30- - -35- ~ -40- - l~ TEST BORING RECORD O'IIOfQ .1-.0 &AMI'UNO "UTI ..n.. 0-15oM ..Of'<< OtlIWHO MUT' ..n.. o-~,u BORING NO. 4- I ' ~ OCTlU.nOH IItSlIUNC('1 TNt HUMUII OF IlO.. 0' tOLe, HU'M(I"AlUHO )01101. IIlOUIII(O TO OIlIV( "...... ), ....MPUII , fT, - - - C.OUNO... 1"[11 llvn ~ DATE DRILLED 1/2El/88 UHOISTUIIIIO s....~ PflOJfCTHO. 1141-88-069 HI - IIOCo: COOl! "T "lI $&ME 'lOIUOA OFFICII: 0ItUN00. TAllPA. DlERF1nD IUCIt OTHER OFF/CElIN: NO"TN CAROlINA .IOUTM CAROLINA" GEORGIA. TlNNIaIU. OHIO ~~ ~ . lit.."", "011 .. .".uca - _091 l1li DESCRIPTION . ~.. ~ III~ . I to 20 30 40 10 O- M - 0- Loose to medium dense off-whi te I-- limestone (fill) , I~ -5 loose brown t1 ne roots ~ 4 Medium dense to dense off-white 1 ;mestone -10- - 3] / 1-15- - < 18 ~ ~20- ~ i\ 33 ~25 ~ 35 Boring Completed at 25' -30- - -35- >- 1-40- - I ~ .. 45 TEST BORING RECORD .Ot\tMQ AMO ......1'\.1..0 to{~ ...n.. D,l~ ,o.w D'llUJND "UTI Aln. 0-211J BOflINO NO, 4-1( . ~ 100( TIU. noN A( "5 T.....e( '5 ".( NU..I(A or ILO... 0' ..c \.1. K.......(II ''''lll''O )0 IN. ,,(OUIII(O TO DIIJV( I,. IN, 0, 1A1H'\..l1l1 n. - - - CIIOUNo...nll UV!l . 0... TE ORILLEO 1/28/88 UNOIITUIIUO ......-U P1l0JECT NO, 1141-88-069 IQ -IIOCII: C:~ lIT loIll $&ME nO.tlOA OFFICII: OfltlAHOO. TA"'A. DII,.AnD HACH OTHER OFF'CUIN: NORTH CAROLINA. 10UTH CAROLINA. OEOROIA . TENNUSU . OHIO z_ . . ~"'T""no.. IIlflllTAJICI -"OWS N.l ~~ DE SC RlPTION ~ ..... . S 10 20 )0 40 2:- .. .. -0 - r~diurn dense off-white 1 imestone - (fi 11 ) 1 Very loose flne roots wlth some * ~ 1 ~5 . ',1edi um dense to dense off-white 1 imestone ~10- - 2: \ -15- - r'\ 3; -20- - . 34 \ ~25 ~ , 42 Boring Completed at 25' -30- - -35- i-- * gray silt (ltH) ~40- - ~ 4S rEST BORING RECORD 'OIl'''fO ....0 SAW~I"O "-fIn ,,"-w O.,Ut COII( Of!'UIHO W((TI "ITM 0-311' BORING NO, 4-l H "fTIUTIOH II(SIITAHC( II THr NUWUII Of .lOWI 0' '<4 ".,H......(II' AU'HO :lelllC. IIrOUllIlO TO OlllY( U IIC. .,D, ......~"u, 1 n, - - - c.Ou..O....'r1:1Il UYfl ~ OAT( DRILLED 1/27/88 1141-88-069 U"O'STUIlIEO UW~I PROJECT NO. HI - 1Il000K COilE "T ''If ~ "J' .._,a..___..,......~________.~~~_.-,----------_.._. $&ME 'UHUDA omclI: ~LANDO . TAMPA. HIRAnO IIACII OTHP OFF'CII'N: NORTH CAltOLlNA . IOUTM CAltOLtNA. GEORGIA. TlNNUIU . 0ttt0 ~~ . . ""TU"OII ....T... - . o.a ~ DUCfUPTIOH .. ~~ J ..... .. S 10 20 )0 .. o- M II - 0- r~dium dense off-white limestone i-- ( fi 11 ) 1 Very loose brown flne roots wlth* 1-:::::::::;' r -5 - l ',1edi um dense to dense off-white 1 imestone ~10- ~ \. ZE '\ -15- - > 46 -20- - 1/ I 33 I 1-25 - . 38 Boring Completed-at 25' -30- - -35- - * some silt 1-40- - - I 45 TEST BORING RECORD 10llllNO ""'0 ....1I~1N<lI6([TI "ITII 0-'" co..r OflllLlfojO IIUTI "JT1II 0-111' eORlhG NO_ 4-M - - GIIIOUHOW" nil l[W'[L M' 00l TIU. TIO" At SliT "Het IS n't HUlllt II 01' flO'" 0' ,~~ LI H' ....( 'HAll'''O 1IO '''' AfOUllltO TO OIlIY[ , <IN '0 .......~Il In. ~ DATE DRILUO 1/20/88 UNOIS TUllltO SA"~I PROJECT NO, 1141-88-069 Nil - IIOCK COlli IIT..ZI .. - '" ....("'~......... A t ("\~~ 0' ~.!', "..- TABLE 1 TEST PIT RESULTS MONROE COUNTY JAIL WESTINGHOUSE PROJECT NO. 1141-88-069 Test Pit No. Depth (reet) Soil Description TP-l 0.0 - 1.5 Off white limestone (fill) 1.S - 5.0 limestone (Groundwater encountered @ 1.1') TP-2 0.0 - 4.0 Off white limestone (fill) 4.0 - 5.0 Peat (Pt) & roots (root mat) 5.0 - lJrnestone (could not penetrate) (Groundwater encountered @ 3.5') TP-3 0.0 - 4.8 lJmestone (fill) 4.8 - lJmestone (could not penetrate) (Groundwater encountered @ 4.0') TP-4 0.0 - 3.0 Off white limestone (fill) 3.0 - 4.8 Peat (Pt) & roots (root mat) 4.8 - 7.2 Gray silt (ML) with peat & roots 7.2 - Limestone (could not penetrate) (Groundwater encountered @ 3.2') TP.5 0.0 . 2.0 Off white limestone (fill) 2.0 - 2.5 Peat (Pt) & roots (root mat) 2.5 - 4.0 Gray silt (ML) with peat & roots 4.0 . lJmestone (could not penetrate) (Groundwater encountered @ 3.0') TP-6 0.0 - 1.0 Brown silty sand & limestone (fiU). .fill contained concrete & wood fragments 1.0 - 3.5 lJmestone (fill) 3.5 - 5.0 Gray silt (ML) 5.0 - lJmestone (could not penetrate) (Groundwater encountered @ 4.7') TP-7 0.0 - 2.0 Off white limestone (fill) 2.0 - 3.0 Gray silty (ML) ~;th shells 3.0 - Limestone (could not penetrate) (Groundwater encountered @ 4.2') Test Pit No. TP-8 - ... - . ..-"T'"'"._-."__ __,*'..__~_~J"'.""'.. _'L-_._.."~.,.t...__,, TABLE 1 TEST PIT RESULTS MONROE COUNIY JAIL WESTINGHOUSE PROJECT NO. 1141-88-069 Depth (feet) Soil Descriptloll 0.0 . 2.0 2.0 - 3.8 3.8 - 4.5 4.5 - Off white limestone (fill) Peat (Pt) '" roots (root mat) limestone fragments Umestone (could not penetrate) (Groundwater encountered @ 5.5') TABLE % lABORATORY TEST RESULTS MONROECOUNTVJAlL Vw'ESTINGHOUSE PROJECT NO. 1141-88-069 Atterberg IJmits Permeability Test Pit No. Depth (it) -200 (%) II PI (ftlday) TP-l 1.0 11 TP-4 2.0 101 TP-4 6.0 76 44 18 TP-7 1.0 11 TP-7 2.5 83 39 8 - ---------.-------.-.... TABLE 3 SOIL CORROSION RESULTS MONROE COUNn' JAIL WESTINGHOUSE PROJECT NO. 1141-88-069 Minimum Test Pit Chlorides Sulfates Resistivity ~ Depth (ft) ~ (ppm) (ppm) (ppm) TP-1 1.0 8.6 5371 825 105 TP4 6.0 8.2 4520 600 140 TP-7 1.0 8.7 1380 294 500 TP-7 2.5 8.1 2712 876 220 - - ~-...--~ _~...l '"i' '~",~"." '- ~~~,~ .~..~... '.. .. .4tIfII' - ~. ,t'"Wo....: .,~...i ~-S.~~-~,ItI~~~'" . J.;!~T~.t- '~ .4" --~ .. .BerIO. 01510 ~"PORARY UTILI~IB8 J>ART 1 - GENERAL 1.1 A. SUMMARY section includes: 1. Temporary utilities required for construction. PART 2 - PRODUCTS 2.1 A. 2.2 A. MATERIALS - GENERAL Materials shall be new, adequate in capacity for the required usage, not create unsafe conditions, not violate requirements of appl icable codes and standards, and comply with NEC Art. 305 - Temporary Wiring. TEMPORARY ELECTRICITY The Temporary Power Contractor shall furnish, install and maintain, temporary electric power service for construction needs throughout the construction period and shall remove such service on completion of the work. 1. Primary temporary electrical underground feeder will be provided and installed by temporary power contractor, per drawing 1510- TP. 2. At Front Gate transformer location, the temporary power contractor shall install a meter, mast, and main breaker panel Nema 3R, per Detail "A" attached. The final location of each panel shall be approved by the Construction Manager. 3. Distribution panels shall be provided by the temporary power contractor per drawing 1510 - TP, and Details A, B, C and 0, and as follows: a. Front gate area serving the construction manager trailer, guard shack and area lights. (20 ckt. min.) . 4. Power centers for miscellaneous tools and equipment used in the Work will be provided by the Temporary Power Contractor as follows: a. distribution boxes with minimum of four double- 05/30/91 TEMPORARY UTILITIES 01510 - 1 ,~.. . . ~'.' -...."'......y-...-y . ~ ......-............~t'W............-..~).~-~ _ __ ...At,,__~~...-..'" - " .' .r.,~~~.~#--4~~.~. -_ ~--~~ .:"t~~- :~-~~"'T' ..~;. -.~~,,~~.. -"'-~,~rt--- ~~~....' s4lf '-r ~ '. ,~ J1,. .! b. y~ -.. :'-. lI_t ll~.~ duplex 15 ~ 120-Vol t grounded outle1:8, with GFCI Protection for personnel. S.e Detail.... located 80 that power i. available at any point of use with not aore than 100 ft. power cords. minimum: one power center on each floor. circuit-breaker protection for each outlet. One panel each for Building Areas A,B,C,D,E,F,K,L,M,N,O,P and Q. c. d. e. 5. The capacity of each power center in 4. above shall be 120/240 volts single phase, ainiaua 50 Amps. 6. The Trade Contractors shall notify the Temporary Power Contractor when unusually heavy loads, such as for welding and other equipment with special power requirements, will be connected so that the Temporary Power Contractor can notify the power company. 7. Any Trade Contractor requiring service of capacity or characteristics other than that specified shall arrange and pay for the additional service. 8. The Temporary Power Contractor shall furnish, install, and maintain all equipment and wiring required to distribute the power, up to and including the power services. 9. The Temporary Power Contractor shall pay all costs of installation, maintenance, and removal of temporary services. - 10. The Construction Manager will pay the costs of power needed, including deposits and fees associated with City Electric. . 11. Materials shall be new, and must be adequate in capacity for re~\ired usage, and must not violate the requirements of applicable codes and standards. Materials used for temporary service shall not be reused in the permanent system. 12. The Temporary Power Contractor shall comply with all applicable requirements specified in National Electric Code Art. 305 when installing the temporary electric power service, shall maintain the system to provide continuous service and shall modify and extend the service as the progress of the Work requires. 13. Wiring for Trade Contractor field offices and sheds 05/30/91 TEMPORARY UTILITIES 01510 - 2 --..- .-..-.-._...A...... .I.~.",,--_ .-.... .b.....l ~- ,.~lr.s ....'Ii.;. ~...~# ~~ ~~- .... . ~ .. .. ... shall be ina~lled by the Teaperary Power Contractor and paid t~1by the Trade Contractor requiring the service. ~ '" 14. The Temporary Power Contractor shall completely remove all temporary materials and equipment at Project Completion. Underground lines may be disconnected and abandoned in place with approval of the Construction Manager. 15. Feeders to distribution panels trom distribution shed shall be 400 feet maximum length, with two hot legs and one neutral of the same size as per NEC Table 310-16 and Article 210-19a FPN. 16. Circuits to Power Centers from Distribution Panels shall be installed per NEC Art. 305. 17. Feeders and Branch Circuits in 15. and 16. above shall be protected from physical damage. 18. See Detail "C" requirements. for temporary power shed 2.3 TEMPORARY SITE LIGHTING The Temporary Power Contractor shall install and maintain area lights on the meter poles as shown in Detail "A", 2 lights total. Temporary Lighting required for construction will be by others, except that the power will come from the panels and power centers covered under Section 2.2 TEMPORARY ELECTRICITY. 2.4 TEMPORARY TEI:.EPHONE SERVICE A. The Temporary Power Contractor shall be responsible for arranging with local telephone service company, to provide telephone service at the construction site. Service required: 1. Three lines in Construction Manager's Field Office. 2. Two pay phones. Costs of maintenance and service will be paid by Construction Manager. B. Each Trade Contractor shall be responsible for arranging with the local telephone service company to provide telephone service at the construction site for the use of his personnel and employees. The Trade Contractor shall pay all costs for installation, maintenance, removal and service charges for such service. The Construction Manager will not act as an answering service 05/30/91 TEMPORARY UTILITIES 01510 - 3 - . ' , 7;"'"'1--- ... ~, . for Trade Contractor'. peraoMel ~_, and Tr Con~ctor'. personnel and vl1l not .. peraitted to utiliae the Con.t~~~9er'. pbooea except in cases of an e.erqency.' 2 . 5 CONTINUING TEMPORARY ELECTRICITY MAINTENANCE At the option of the owner, the Temporary Power co~tractor shall provide a aini.ua of 1 person full ttae for the duration of tbe construction, ..tiJlated to be 18 month.. This person vill ..intain, relocate and repair the temporary utilitie. covered under Articles 2.2, 2.3 and 2.4. The bid for this work shall be based on an hourly rate for licensed electrician. 2.6 A. TEMPORARY LIGHTING The Electrical Trade Contractor will be responsible for the installation of the permanent electrical system and shall also furnish, install and maintain temporary lighting for construction needs throughout the construction period and shall remove such temporary lighting on completion of the Work. 1. Temporary artificial lighting shall be provided in enclosed Work areas and all other work areas when natural lighting does not meet minimum requirements. 'Temporary artificial lighting in Work areas shall produce uniform illumination of 20-foot candles. 2. Any Trade Contractor requiring temporary lighting in addition to that specified, including lighting for security, temporary offices, storage, shops and other construction buildings, shall arrange and pay for such additional temporary lighting. 3. Power requirements and source will be coordinated with Article 2.2 above. 4. The Electrical Contractor shall comply with the applicable requirements specified in sections of Division 16 - Electrical. Materials shall be new, and must be adequate for required usage, and must not violate requirements of applicable codes and standards. 5. Receptacles, fixtures and controls shall be standard products, meeting UL standards. 6. The Electrical Contractor shall comply with all applicable requirements specified in sections of Division 16 - Electrical, when installing the temporary lighting, shall locate fixtures to provide full illumination of required areas, shall maintain the system to provide continuous service, and shall modify and extend the service as the progress of the Work requires. 05/30/91 TEMPORARY UTILITIES 01510 - 4 f\"~...- 2.7 2.8 . . ,.. "~#I' -' i -. ',.~" .. .~.....,.- .eI7", . .'...... ......J....~.~... .~ ~ ~;~- ~ -'~ .' . ..... .... ..", 7. The Electrical Contractor shall c~let.ly reaove temporary materials and equipment at Project Completion, except tor high voltage underground. A. TEMPORARY WATER site Plumbing Contractor will arrange with utility service company, to provide water tor construction purposes. site plumbing Contractor will provide temporary water at locations of two (2) tire hydrants on tire water loop as directed by Construction Manager; tire water loop will be charged to provide construction water. The Construction Manager will pay tor water used for temporary construction purposes. Building Plumbing Contractor will maintain temporary water systems, and will remove temporary water appurtenances at completion of project. Each Trade Contractor shall be responsible for providing any additional water (it needed)' for construction purposes. In addition, each Trade Contractor is responsible for providing potable drinking wa~er for his personnel and employees, as well as suitable containers, ice and salt tablets in sufficient quantity to meet the needs of his labor force. B. C. D. E. TEMPORARY HEATING, COOLING AND VENTIIATING Each Trade Contr~ctor shall be responsible fo~ providing, and operating and maintaining temporary heating, cooling and ventilating, as required, to maintain adequate environmental conditions to facilitate the progress of his Work; to meet minimum condition for the installation of materials; and to' protect materials and finishes from damage due to temperature or humidity. Each Trade Contractor, subject to the approval and direction of the Construction Manager, shall: 1. 'Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disper~e humidity, and to prevent hazardous accumulations of dust, fumes, vapors, or gases. 2. If portable heaters are required, utilize only UL approved units complete with controls. 3. Insure that all safety devices specified for operation of equipment are functioning properly. 05/30/91 TEMPORARY UTILITIES 01510 - 5 -:Wl!i.l8r'-7.,.- fr _~.:.:.:.:.:::.:.:..:.-=.:.:..."''-~'~ t ._.__...-....-_~'~~t"'lli......U'.........,~~........,.._...~~......~1IOC ............... .. ,~~. .~..,._......'-.~ 4. Pay all costs of providinq, operatinq, aaiDt..ining, and reaovincJ 8UCIb teaporary heatincJ, cool1DCJ, uad ventilating equip.ent aa aay be required. The foregoing obligationa of the Trade Contractor are in addition to his obligations under Article 10 of the General Conditiona. TEMPORARY SANITARY FACILITIES 2.9 A. B. 2.10 The owner will provide sanitary facilities in caapliance with laws and regulations. The owner will service, clean and maintain facilities and enclosures. TEMPORARY FIRE PROTECTION The Trade Contractor responsible for the installation of the permanent fire protection system shall furnish, install and maintain temporary fire protection equipment, materials, supplies and service within the buildings throughout the construction period in accordance with the requirements of all applicable codes and standards. Each floor shall have a ~emporary fire protection system. Each Trade Contractor will be responsible for fire protection required for his own work. 2.11 REMOVAL A. completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. Restore permanent facilities used for temporary services to specified condition. 1. Prior to final inspection, the Trade Ccntractor responsible for the permanent building lighting system, shall remove temporary lamps and install new lamps. 2. The Trade Contractor responsible for the building mechanical system shall replace filters and worn or consumed parts of mechanical equipment. C. *************** END OF SECTION 01510 05/30/91 TEMPORARY UTILITIES 01510 - 6 -- 'Y' ..~~~ .., ,- -~.,,~~ '.......- .-.....-.-, ~ical 120~24~ 901. ..~r Dei:ail "&- . 4JL--' . ~." ~ 1:- ~ . Temporary Electric Pole c:=S · 100 W H.P.S. ABCA Light wI P.E. Control 20' +1- M.H. (2 per pole) I"'~ . 1 1/4" GRC, 13 Wire ,,/~ City Electric Meter 100 Amp Main Breaker, or 100 Amp Distribution Panel with Main Beaker (Note 1) G Note 1 - Mount main and panel on 3/4 CDX plywood and mount plywood to pole. 8' Driven Ground per N.E.C. ,:,='fI!*' ..." .~. .. 1'''': ~I . - .,.~.. '~ - . ~'~" .~ .." .. Detail ..... Sab-......Panels ----- c .. - ~4 -- - -- - @ 8> ~ -- 0 - 0) . C0 C9 CD I - 0 50 Amp Feeder Typical ",. 12/2 Rcmex to Lightin4 Stringer8 Typical 50 Amp Sub Feed Panel Typical 12/2 Roaex Typical 4" Sq Box , Industria, Cover Typical 4' x 4' 1/2" Plywood Bac: Board Typical ote: Construction E.C. to provide, install and maintain area stringer lightinl from existing temporary elect. See 2..3 of 01510 Temp. utilities Spec. ~..& ~. - ,~'...- -..'\'$' :~A. ~'!,~-:,n,~_ ~. .~.;;,.,;,~;:..r.:.~;,~--~. ~".. - .~., -. .. ...... .,.. .i. ... Detail IIC" l'~rary Shed Size all conduit, conductors, grounds, etc. to NEe Standards, install per Art. 305. Provide 8' x 6' x 7' high wood shed minimum with 1 4' fluorescent, locking access door, weatherproof' ventilated fan. .....l . PAIJEl "A " ~H[L oe' T'.A"'Sf:OR~~" 'Z. 'lS I<VA FEFl)5 To SII& P~ufLS FlEDr~ To ~o.\ L.f' C"....N.. -:- ~ ~nel "A" - 3 phase.4 wire 480/277 volt Nema 1 surf mt Panel Board 600 amp, 2.: ~ranch ckt, 600 amp main ckt breaker & 1-300 amp branch cb 3-phase# 24 ckt. Transformer - Sq D '225T3H or equal 480 Primary (Delta) - 120/208 Y secondary. Panel "B" - 3 phase 4 wire 120/208 volt Nema 1 surf mt Panel Board 600 amp MCE, with 18 2 pole 50 amp branch circuit breakers & 1 sp/20 amp. Panel "C" - (At trailer staging area) 400 amp MCB Nema 3R 42 circuit Panel Boare with 20 2 pole 50 amp ckt breakers 120/208 3-phase. Note: All materials become the property of the owner at completion of thE project. ~ ." .......,'r~.,....~'P:""".~1n..., ....... - ~.............,.~,_ 4A..L J~~ ... 'lid. _~.b.. ~~ . . ~"~""-'~~.r"'~~""'" ,.- '~'_. ..... ..~ . -..~... ~:.~~,.~~'--" - ,-.; ,,'~, w. '\I" ...*!'.- ~& ..~ -............~ .J;.....,- :~ ,.- ro4 .-.. ,.,'. '11 , .. ... te: Q~ 1~- s.. ~3 .,0 u. s.. at~ ro4C ~8 8~ . taU ...-I ats.. U~ C U .11 rr..~ ~w -St' ~. s.. C 0 ...-Ie. .. .ell UE-t . cd . 101 Q ! . . 1"'4 0 -.4 IW II ra .., c: . ra Q 101 ~ E-4 i . >. CO.Q ,/ ! l - ~ ! L II '~I I ~ ~s..I'1 e ~. Z I II i .:+J ~e.u I . I.CI)CI)l'l:JI'!<<S ! ! >< .tj'gtlt II E-t IG C I; ~B~~8 II - I i I I ! I' I I . I' , T ~1 I__~' I - ~ \ \ / -- .. ;-:.. ~.c'~ ~ ~~~ ~. . ~ - :'!!I"'t ',;, ~ ,..., . 00 o c:, ~. :5. ~! .. . ~~; 72S~ ;~S3 "'4;'~ c II -...~.. c__ :r t-t..=~ >-:a~ g~~! lIDZ'" ~c2 t>.l~ :tx-'iI Q~~C .., ~ % ~, .: ~ o o v "- ~ ~<c.- -....-. -~ 4"~:';"'" .......~~:,. . Q - V) C _ EBi ... Z f ... -' ... ~ l I ... x o - lit ~ -' · t z a J ~ ... -' ~ ~t ..i ~. ~ Q ~. . ,. oJ ~ - c ~ ~ !~~ ,..... ... Q: ~ )! ~~ . ~ oJ:~ ~. ;1 ~t ~ 1/ ." '2 . . ~ -- - .~ s .. .... ,.. .... ... .... I I I \ .:z .. . Q ~ c:,; . ~ 4 ~ "'=-..: 0' : i' " . ~~ ,~ ~ . DOCUMENT 00901 ADDENDUM NO. 1 DATE: May 31, 1991 The information contained in this Addendum modifies, supplements or replaces information contained in the Project Manual and on the Drawings and is hereby made a part of the Contract Documents. Acknowledge receipt of this addendum by placing the appropriate addendum number in the blank on the Bid Form. APPLICABLE TO THE PROJECT MANUAL A. Revised Project Manual PaQes The replacement pages i dent ifi ed below i nc 1 ude mod ifi cat ions made to the origif.la.l Project Manual sections. Revised or added information is indicated by $fi~q-gq type in the text and an "Al" notation in the margin identifying that the revl'S'f6n was made. Areas where information has been deleted are identified by strikiAg &tft. the text and placing an IA1" notation in the margin. Insert replacement pages into the Project Manual ahead of the pages they replace. SECTION TITLE PAGE 02100 SITE PREPARATION 2 02222 EXCAVATING, BACKFILLING AND 3 COMPACTING FOR STRUCTURES 02385 DRILLED CAISSONS 1-11 02685 GAS DISTRIBUTION SYSTEM 1 03100 CONCRETE FORMWORK 5 03200 CONCRETE REINFORCEMENT 1-2 03300 CAST-IN-PLACE CONCRETE 1-11 03600 GROUT 1 05180 MISCELLANEOUS STRUCTURAL STEEL 3 B. Added Sections SECTION gl,~:g,~ TITLE J,iB]g~g::::::~iM5Nm:::::B~~B'~Ei,~:::::::R~1:~:N~:::::'(tiEm5~~~iB:): HLM 90007.00 THE NEW MONROE COUNTY DETENTION CENTER 00901-1 BID GROUP ONE ADDENDUM #1-MAY 31,1991 DOCUMENT 00901 ADDENDUM NO. 1 APPLICABLE TO THE DRAWINGS A. Drawing Revisions: Incorporate the following revisions into the respective Contract Drawings. Drawinq No. Revision 1. 03 (Add. #1 Dated 5-31-91) (Refer to Notes) Add note: "3. Where asphalt paving is shown, Contractor may provide on Alternate No. 5-01 of Portland Cement Concrete Paving, Section 02520 in accordance with Detail 12/1.18." 1.04 (Refer to Asphalt Paving) Add note: "Where asphalt paving is shown, Contractor may provide Alternate No. 5-01 of Portland Cement Concrete Paving, Section 02520 in accordance with Detail 12/1.18." 1.19 (Refer to Detail 7 - Typical Cross Section thru Detention area) Add note: "Work in 10' mangrove setback shall consist,of clearing and finish grading to elevations shown. Sod shall not be installed in the mangrove setback." 3.01 (Refer to Opening parallel to column line 6.7 between, column lines Fz and Ga.) Add concrete curb full length of opening an9 width of concrete wall s around open i ng. Note T. O. Curb EL. 5.83' . Prov i de 1 #4 hori zonta 1 each face of curb extending full length of walls around opening. Provide #S @ 12" o.c. vertical each face of curb for full height of curb and grade beam less 2" clear at top of curb and 4" clear at bottom of grade beam. 3.01 (Refer to Columns FA-2, EA-2, DA-2, A'-2.S, A'-2.S, A'-3.5, A'-3.8, A'-4.5, A-5.5, A-6.5, A-7.S, A-8.) Change T.O. Cast-In-Place Column El 12.96' to read T.O. Cast-In-Place Column El. 12.92'. HlM 90007.00 THE NEW MONROE COUNTY DETENTION CENTER 00901-2 BID GROUP ONE ADDENDUM #l-MAY 31,1991 DOCUMENT 00901 DrawinQ No. 3.01 3.01 3.02 3.02 3.02 3.04 3.04 3.04 HlM 90007.00 ADDENDUM NO. 1 Revision (Refer to Columns B-8, C-8) Change T.O. Cast-In-Place Column El 13.96' to read T.O. Cast-In-Place Column El. 12.92'. (Refer to Columns FA-3, B'-3, B'-2.8, B'-3.8, B-B', B-7.5.) Change T.O. Cast-In-Place Column El 11.96' to read T.O. Cast-In-Place Column El. 12.13'. (Refer to Column line Cb-8.5) Change top of caisson elevation from 3.50' to read 1. 50' . (Refer to Grade Beam on Column line 8.5 between column lines Ca and Cb.) Add note: B.a. Grade Beam El 3.50' (Refer to Sheet Notes) Add Note: 5. T.O. Grade Beam El. 5.50' (Refer to Sheet Note #4) Change to read: "4. T.O., opening El. 11.83' U.N.O." (Refer to open i ng on Column line 1.9 between Column Lines G and Gb. Change T.O. opening El. 11.87' to read T.O. opening El. 11.37' . (Refer to Note above Column line G between Column lines 1 and 2 reading "T.O. Grade Beam El. 4.54'.) Add a leader line from this note to the grade beam on Column line G between Column lines 1 and 1.9. THE NEW MONROE COUNTY DETENTION CENTER 00901-3 BID GROUP ONE ADDENDUM II-MAY 31,1991 DOCUMENT 00901 Drawinq No. 3.04 3.05 3.05 3.05 . 3.05 3.06 3.06 HlM 90007.00 ADDENDUM NO. 1 Revision (Refer to Column G-5) Remove leader line to T.O. Cast-In-Place Column El. 12 . 46' . Add Note: "T.O. Cast-In-Place Column El. 11.46'. Column El. for G-6 remains 12.46'. (Refer to Sheet Note #4) Change to read: "4. T.O. opening EL. 11.83' U.N.O." (Refer to Column line Ha-9 - Dimension from Column Line Ha to southeast end of Grade Beam GB23.) Change 1'-6" to 1'-3". (Refer to open i ng on Column line Gb between Co 1 umn lines 8.5 and 9.) Add Note: T.O. opening El. 12.33' (Refer to open i ng on Column line Gb between Column lines 16 and 16.5) Add note: T.O. opening EL. 12.33' (Refer to Column line G between Column lines 23 and 23.5, concrete ledge as shown in Section 12 on 3.31) Add note: T.O. Ledge EL 5.73' (Refer to opening on Column line 23.5 between Column Lines G and Gb.) Add note: T.O. opening El. 12.33' THE NEW MONROE COUNTY DETENTION CENTER 00901-4 BID GROUP ONE ADDENDUM #1-MAY 31,1991 DOCUMENT 00901 Drawinq No. 3.06 3;29 11. 01 ADDENDUM NO. 1 Revision (Refer to Sheet Note #4) Change to read: 4. T.O. opening EL 11.83' U.N.O. (Refer to Typ. Cast-In-Place Concrete Wall Support at Column) Change "PL 1/2" x 6" x 0'-6" wi 4-1/2" dia. x 6" Headed Studs @ 3" Gage Galvanize Assembly" to "PL 3/4" x 6" x 0' -6" wi 4-1/2" dia. x 8" Headed Studs @ 4" Gage Galvanize Assembly". (Refer to the Entrance Drive off Jr. College Road) Add note: "Existing utility power pole at this entrance to be relocated. Coordinate relocation with "City Electric." B. Revised Full-Size Drawings: The following are listed as part of this Addendum. All have been previously issued and are dated May 31, 1991. DRAWING NUMBER 1.01 1.03 1.06 1.07 1.09 1.18 3.03 3.30 3.31 HLM 90007.00 TITLE MASTER SITE PLAN PRELIMINARY SITE LAYOUT - CENTRAL ROUGH GRADING AND DRAINAGE - CENTRAL ROUGH GRADING AND DRAINAGE - SOUTH SITE UTILITIES - 'SOUTH CIVIL DETAILS FOUNDATION PLAN GROUND FLOOR ZONE C DRILLED CAISSON AND CAST - IN-PLACE COLUMN SCHEDULE AND DETAILS FOUNDATION SECTIONS AND DETAILS ****************** END OF ADDENDUM #1 THE NEW MONROE COUNTY DETENTION CENTER 00901-5 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 02100 SITE PREPARATION D. Additional obstructions exposed as the result of cle~ring operations shall be removed. L Stockpile topsoil in available area as directed by the Construction Manager. .F..,~ ,."...,.. ~h. ,~P,E!",~, ~ l:) ~ ,~P ~.), E!, ~",.i. ,fl..., (l,..,!II ~ ~ rl.E! ,r,""~, b, ~ ~,...~ .h.E!Y." ~ r. E!", rE!.). ~ ~.i. y. ,E!J y", y. ~.i. .f.(),r"rn..~""."..""""". 1[~~'.1\\'1111'1..1~ TREE REMOVAL/PROTECTION A. Remove trees and shrubs, except those indicated to remain. Removal includes new and old stumps of trees and their roots, unless doing so endangers the life of plant material to remain. B. Trees or shrubs which are to remain in the construction area shall be protected from damage and maintained in healthy condition throughout the construction process. C. Protect the tops, trunks and roots of existing trees on project site that are to remain. Existing trees subject to construction damage sha 11 be boxed, fenced or otherwi se protected before any work is started; remove protection when directed. Do not permit heavy equipment or stockpiles within branch spread. Remove interfering branches without injury to trunks. D. Trees and palms under 6" in diameter at 12" above finished grade, and plants indicated to remain which are destroyed or receive excessive damage during construction, shall be replaced in kind and size. E. Trees and palms over 6" in diameter at 12" above finished grade which are destroyed or receive excessive damage during construction shall be replaced in kind and size, or the following value will be deducted from monies due the Contractor: 1. $18.00 per cross sectional area in inches at 12" above finish grade per trunk. F. Refer to Section 02955 - TREE RELOCATION. 3.4 PROTECTION A. Protect midden area from excavation, damage and construction activity.- AI: 3.3 ******************** END OF SECTION 02100 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02100-2 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES AI: B. Set required lines and levels. C. Maintain bench marks, monuments and other reference points. D. Proofroll all building slab and paved areas with a large Vibratory roller (Dynapac CA-25 or equivalent). E. Proofroll ing of the structure and paved areas shall consist of at least eight overlapping passes and shall be observed by the testing laboratory. F. Materials which yield excessively during the proofrolling should be undercut and replaced with compacted granular or on-site soil fill. The testing 1 aboratory shall recommend the nature and extent of remedial work. Proofrolling shall continue for the required number of passes until the soil at a depth of 12 inches below grade has attained a minimum density of 98% of the modified proctor maximum dry density. G. Proofrolling shall not occur within the midden area. H. Where paved areas occur within the midden, the",~r~~,shall be preloaded. Install three settlement places pm~~:g~ in the area in accordance with" FOOT Index No. 540. Pl ace fill'maler'ia lover the area to 5 feet above existing grades. Settlement measurements shall be taken by the testing lab at least once a week. When the testing laboratory is satisfied that settlement has decreased to an acceptable level, the fill shall be removed to rough grade elevations. 3.2 EXCAVATION A. Excavate sub-soil in accordance with lines and levels required for construction of the work, and five feet beyond limits of building slab and paved areas. Excavation limits to include space for forms, bracing and shoring, applying waterproofing and to permit inspection. B. Do additional excavation only by written authorization of Architect. C. Machine slope banks. D. Hand trim excavations and leave free of loose or organic matter. E. Correct unauthorized excavation as directed, at no cost to Owner. F. Stockpile excavated sub-soil for re-use where directed. Remove excess or unsuitable excavated sub-soil from site. G. Removal of boulders or buried rock in excess of 1/2 cubic yard may be authorized as an extra. Other work is deemed to be within the scope of thi s Project. H. Coordinate with cassion work for special requirements and arrangements regarding excavation to rough out elevations. I. Do not disturb soil within branch spread of existing trees or shrubs that are to remain. J. If necessary to excavate through roots, perform work by hand and cut roots with a sharp ax. At K. p'y",~.r~,~~.,~'y',~1.tQP",will be required at all btJildiflg slab afld J3a'led areas Wijjre\:.:lntfj(jjit:eQ to remove the silt and peat 1 ayer found about 4 to 5 Te"ef''belo'w.''''..'exf'sting grades. The unsuitable silt and peat material shall be removed and backfilled with compacted granular or on-site soil fi 11 . Refer to Geotechni ca 1 Report prepared by Westinghouse Environmental and Geotechnical Services Inc. dated January 15, 1991 for i nformat ion regardi ng the 1 ocat i on and depth of the silt/peat 1 ayer. L. Where paved areas occur within the midden, no excavation will be allowed below existing grade. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02222-3 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 02385 DRILLED CAISSONS PART 1 - GENERAL 1 . 1 SUMMARY A. Section Includes: 1. Drilling and excavating of shafts for drilled caissons. 2. Drilling of percussion test holes in bottom of drilled caissons. 3. Cleaning of drilled caisson bottoms and sockets. 4. Test caisson. 5. Steel casings and liners. 6. Drilling mud. 7. Reinforcing and dowels from drilled caissons into walls, grade beams, slabs and columns. 8. Concrete and concreting of drilled caissons. 9. Disposal of excavated materials. B. Related Sections: 1. DIVISION ZERO - INFORMATION AVAILABLE TO BIDDERS: SUBSURFACE INVESTIGATION DATA. 2. DIVISION ONE - TESTING LABORATORY SERVICES 3. SECTION 02222 - EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURES 4. SECTION 03300 - CAST-IN-PLACE CONCRETE 1.2 REFERENCES A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. ACI 301 - Specifications for Structural Concrete for Buildings. C. ACI 315 - Details and Detailing of Concrete Reinforcement. D. ACI 318 - Building Code Requirements for Reinforced Concrete. E. EP-15 - ACI Field Reference Manual: Specifications for Structural Concrete for Buildings with selected ACI and ASTM References. F. CRSI - Recommended Practice for Placing Reinforcing Bars. 1.3 MEASUREMENT AND PAYMENT A. Basis of Bids: Bids shall be based on the number of drilled caissons, length from top elevation to bottom of the shaft and the diameter of the shaft, as shown on the Drawings. B. No payment will be made for drilled caisson construction not represented by a submitted report verified by the testing agency. C. Basis for Payment: 1. Payment for drilled caissons will be made on the actual net volume of drilled caissons in place and accepted. The actual length may vary to coincide with the elevations where the compentent limerock is encountered. Adjustments to the Contract Sum wi 11 be made on the basis of the over and under depth differences of the drilled caissons, HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-1 BID GROUP ONE ADDENDUM II-MAY 31,1991 \ SECTION 02385 DRILLED CAISSONS between those shown on the Drawings and those in the actual installed work, in aggregate for all drilled caisson installed. - 2. There will be no additional compensation for excavation, concrete fill, reinforcing, casings or other costs due to unauthorized over excavating shafts in any dimension. No payment will be made for rejected drilled caissons. 3. There will be no additional compensation for excavation from present grade to top of dri 11 ed caisson if drill ed caisson work proceeds before site work excavation and grading is complete. 4. Excavated materials will be classified in accordance with the following. Adjustments to the Contract Sum will be made in accordance with unit pri ces for greater or 1 esser quant it i es of materials. a. Normal excavation is defined as materials encountered between top of competant limerock and top of drilled caissons excluding obstructions. b. Limerock excavation is defined as material encountered between founding level and top of competant limerock elevation. All soil-filled cavities, limerock fragments and voids included in the limerock excavation area shall be considered limerock for the full volume of the shaft from the initial contact with limerock for payment purposes. Payment will be based on the total lengths for drilled caissons in soils and limerock, for each drilled caisson diameter. Top of competant limerock elevation is determined by testing agency's geotechnical engineer. 5. Payment for obstructions as defined herein will be for the volume of caissons within the vertical limits of the obstructions only. The top and bottom 1 i mi ts of the obstruct ions will be measured by the test i ng agency. The payment volume will be the caisson cross-sectional area as shown on the Contract Documents times the height between the upper and lower 1 imits of the obstruction as measured by the testing agency. 1.4 UNIT PRICES A. Refer to Division One for scope of units prices required of items specified under this section. At' B. Unit prices (established on the Bid Form) will apply in the event additions to or deductions from the Work are required and authorized by a written order from the Architect to Contractor. 1. Unit price is to be the same for overrun and underrun within first 20% of indicated n~j length and is to include drilling, casing and removal, reinforcing steel and concrete. 2. Unit prices quoted shall include full compensation for labor, materials, tools, equipment and incidentals required for excavation, trimming, shoring, casings, drilling mud and other necessary items for complete installation. 1. 5 SUBMITTALS A. Submit concrete materials test reports for materials proposed for use in concrete mixes. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-2 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 02385 DRILLED CAISSONS B. Submit daily preliminary drilled caissons report by Testing Agency of actual elevation of top of 1 imerock and bottom of caisson, and top of caisson. C. Submit concrete design mix reports, listing all mixes required and their respective test results. D. Submit Shop Drawi ngs for fabri cat i on bend i ng and placement of concrete reinforcement. Include all accessories required to support reinforcement. E. Submit Installer Qualifications. F. Submit load test results signed and sealed by Testing Agency's geotechnical engineer. G. Signed and sealed certification letter from Testing Agency's geotechnical engineer stating drilled caissons as installed will resist the required designed loads. H. Submit surveyor qualifications and experience records. I. Submit copies of manufacturer's product data and printed instructions for each manufactured product. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Specializing in drilled caisson construction. Demonstrate experience working in similar soil, rock, and water conditions, shaft sizes, and special techniques, with at least three years of successful installation of caissons. B. Survey Work: 1. Engage a State of Flori da reg i stered Surveyor acceptable to the Construction Manager, to perform surveys,layouts, and measurements for drilled caisson work. The Surveyor shall conduct the layout work for each drill ed ca i sson to the 1 i nes and 1 eve 1 s requ i red before excavation, and shall record the actual measurements of each drilled caissons horizontal axial location, shaft diameter, bottom and top elevations, and deviations from specified tolerances. 2. The Surveyor shall record and maintain information pertinent to each drilled caisson and cooperate with other testing and inspection personnel to provide data for required reports. C. Caisson Installation Approval: 1. Testing Agency shall employ the services of a professional engineer experienced in soil mechanics (Geotechnical Engineer) registered in the State of Florida. This engineer will certify that caissons have been installed under his supervision and that caissons will resist the required design loads as installed. 1.7 JOB CONDITIONS A. Subsurface investigations have been performed and results are available from the office of the Construction Manager as specified in Division Zero. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-3 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 02385 DRILLED CAISSONS B. Additional test borings and other exploratory operations may be made by' the Contractor at no increase to the Contract Sum, provided such operations are acceptable to the Owner and Architect. C. Examination of Site: 1. Visit and examine the site and take into consideration conditions that may affect the Work. PART 2 - PRODUCTS 2.1 MATERIALS A. Concrete, and related materials: As spec i fi ed inSect i on 03300 and amended to meet the requirements specified below: 1. Portland cement: ASTM C-150, Type II. B. Reinforcement: As specified in Section 03200. C. Concrete proportioning: As specified in Section 03300 and amended below: 1. Cement content: 658 pounds per cubic yard. 2. Fly ash: Replace 22 percent of cement with fly ash at a ratio of one pound of fly ash for everyone pound of cement removed. 3. Water to cement ratio: .48 maximum. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine the areas and conditions under which drilled caissons are to be installed. B. Do not proceed with the work unt il unsatisfactory conditions have been corrected. C. Commencement of work means acceptance of conditions. 3.2 GENERAL A. Perform concrete work in accordance with ACI 301. Af B. Excavation shall be free of water aAd loose material. At: C. De Ret place drilled caiss8A C8Acrete ijAder water. 3.3 EXCAVATION A. Excavate holes for drilled caissons to the required elevation based on limerock socket required as shown on the Drawings. B. Drilled caisson design and dimensions shown are based on the assumed unit skin friction. If the load test shows that the competent limerock is not capable of maintaining the unit skin friction assumed, the foundation HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-4 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 02385 DRILLED CAISSONS Al1 system will be revised as directed by the Architect. 'If the load test shows that a higher unit skin friction may be used, a reduction in shaft length may be directed by the Architect. Revisions to payment will be made in accordance with the General Conditions relative to changes in the Work. C. If required, install casings or use drilling mud as excavation proceeds so that earth walls are maintained without spalling into the shaft and water is excluded from shaft. D. Drill through soil overburden and limerock, through the deepest level of voids or soil filled cavities or sections of decomposed limerock, to the design bottom of caisson indicated on the Drawings, or as directed by the Geotechnical Engineer in the field. Provide shafts and sockets with diameters least equal to that indicated on Drawings. E. Locate centerl i ne of dri 11 ed caisson to be on centerl i ne of beari ng construction, unless otherwise indicated on the Drawings. 1. Do not exceed the following tolerances: Shaft centerline location: ~~j:~k' inch maximum variation from plan location. Shaft variation to plti~b~ 1 inch in 10 feet for full depth (with maximum of 4 inches). 2. If above tolerances are exceeded, provide additional or corrective construction. Submit proposed corrective construction methods to the Architect for review before proceeding. 3. The minimum center-to-center spacing between drilled caissons proposed by the Contractor for correct i ve work shall be three times the diameter of the drilled caisson. F. Installation Equipment: 1. Form by means of a power driven rotary foundation drilling rig. Provide and maintain equipment in first class condition and operable at all times. 2. Provide equipment capable of penetrating very dense limerock with the maximum size shaft. a. Equipment: Able to impress a minimum total weight to the Auger of 20,000 lbs. by a combination of Kelly Bar Weight and Crowd System. b. Apply a minimum 50,000 foot pounds of torque to the Kelly bar. G. Obstructions: 1. If rock, boulders or other unforeseen obstructions are encountered which cannot be removed by standard drilled caisson excavation methods and if such obstructions are not indicated by available subsurface data, removal of such obstructions will be paid for in accordance with terms of the Contract relative to changes in the work. Standard excavation methods include conventional earth auger, pengo bit, stepped taper bit, teeth on auger or other attachments to auger. 2. Remove such obstructions by hand labor using air-powered tools, core barrels with drilled caisson drilling equipment or other safe methods recognized in the construction industry. The Testing Agency will observe obstruction excavat i on and determi ne volume of obstruction excavation involved at the time the work takes place. 3. Where possible, return to standard excavation methods after obstruction is removed. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-5 BID GROUP ONE ADDENDUM II-MAY 31,1991 At: Al SECTION 02385 DRILLED CAISSONS H. Demolish and remove rock, boulders, concrete, masonry and other subsurface obstructions which are indicated by the Contract Documents, or the available subsurface exploration data. I. Shaft Liners or Casings: 1. In drilling the caissons, securely protect the earth walls against cave-ins and displacement of the surrounding earth by means of steel cylinder liners or casings. Use liners or casings to line holes, 1:If.lJ.I!,~,~....PI!r.I11.ission is granted for their omission by the PrafessieAa1 ~p.~iih,-U:p'jJ.: Engi neer. . 2. lemporif)"'...c'as i ngs may be 1 eft in place or may be wi thdrawn as the concrete is p1 aced above competent 1 imerock, at the Contractor's option. 3. Below competent limerock, temporary casings must be withdrawn as the concrete is placed. Permanent casings are not allowed below competent 1 imerock. 4. If removable steel liners are used, they may be withdrawn as the concrete is be i ng placed prov i ding the bot tom of the 1 i ner is a minimum of 5 feet below the top of concrete. Maintain a sufficient head of concrete to prevent a reduction in the diameter of the drilled cai sson shaft due to earth pressure on the fresh concrete and to prevent extraneous material from falling in from the sides and mixing with the fresh concrete. J. Drilling Mud:..,........,..,.,.".""""" 1. Previde M~y:::::gt:q:$.:~d to maintain the stability of the shaft excavation te exc hl(j'et'freE'\iater and allow the proper placement of concrete. 2. Prior to placing concrete in each excavation, take samples to ensure that heavily contaminated drilling mud, which would impair the free flow of concrete from the tremie pipe, has not accumulated at the bottom of the shaft. Take samples one foot from the bottom the hole. The density of the drilling mud in the excavation prior to concreting shall be within the required limits. K. Depth of rock socket: Bottom of caisson elevations indicated on the Drawings are for bidding purposes. Actual elevations will be determined by the geotechnical engineer and the Architect. L. No payment will be made for the extra length, when drilled caisson shafts are excavated to a greater depth than requi red or authori zed by the geotechnical engineer, due to overdri1ling by the Contractor. Complete the drill ed caisson and fill the extra depth wi th concrete, if a 11 other conditions are satisfactory. Over excavated shafts will be measured and paid for to the original design or authorized depth. M. Take precautions to maintain a safe operation in connection with drilled caisson installation. Provisions for adequate protection to persons and property shall comply with applicable requirements of governing authorities having jurisdiction. N. Remove excavated material and dispose of as directed by Construction Manager. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-6 BID GROUP ONE ADDENDUM Nl-MAY 31,1991 SECTION 02385 DRILLED CAISSONS 3.4 PERMANENT STEEL CASINGS: CONTRACTOR OPTION A. Provide above competent limerock. B. Provide casings of sufficient strength to withstand handling stresses and pressures from surrounding soil and water or concrete inside. Provide casings with inside clear diameter not less than the diameter of the drilled caisson shaft. ~~: C. Steel Pipe Casings: 1. Watertight, strength to withstand stresses and pressure of concrete, surrounding earth and backfill. 2. Casings may be delivered in section of any convenient length. Connect sections by continuous penetration welds during placement into the drilled caisson shaft excavation. J. DesigA the BottORl ed~e of the lBwest easiRg sectioR to provide a cl:JttiRg shoe for ~eRetratiRg iAtO 1 iRlerock strata aAa affectiRg a water seal. J.U D. Corrugated Steel Casings: 1. Watertight, strength to withstand stresses and pressure of concrete, surrounding earth and backfill. 2. Provide corrugated steel casings formed of galvanized or bituminous coated steel sheets. 3. Corrugated casings may be delivered in any convenient section of panel, with sections or panels field-connected in accordance with the manufacturer's instructions. 4. Des i ~R the BottORl eage of the 1 o~~est cas i Rg sect i OR to In'Bvi de a cl:JttiRg shoe for peRetratiRg iRte liRlerBck strata aRa affectiRg a water seal. E. Install permanent steel casing as excavation work progresses and as required to ensure the stability of drilled caisson shaft walls. Remove and replace or repair casings which are damaged during installation and which could impair the strength of efficiency of the completed drilled caisson. AI.: 3.5 DRILLING MUD:~::::::::::::::m~w!l!%g~~:~:::::~li:t~~ A. Premix drill i ng mud thoroughly wi th clean potable water pri or to its introduction into the shaft excavation. B. Test drilling mud for density using the mud density balance. Density to be between 66 and 75 pounds per cubic foot. C. Dispose of drilling mud off-site. A1 Q:~::::::::::::::::::::lii:;:::!1::::::iiR!!::::::llil::::::lr:l:1:J:::U~9::::::mig:;: 3.6 REINFORCING STEEL AND DOWELS A. Install in accordance with ACI 315 and CRSI "Recommended Practice for Placing Reinforcing Bars". HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-7 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 02385 DRILLED CAISSONS B. Before placing, clean reinforcing steel and dowels of loose rust, scale, dirt, grease and other material which impair bond. C. Fabricate and erect reinforcing cages in shafts as one continuous unit. Place reinforcement symmetrically about axis of hole and hold in position during concrete placement providing minimum 6 inches of concrete cover. D. Use templates to set anchor bolts, dowels, leveling plates and other accessories. Provide blocking and holding devices to maintain required position during concrete placement. E. As casing is withdrawn, take care to ensure reinforcement is not disturbed or exposed to the surrounding soil. Securely attach spacers, capable of sliding on the casing, to the reinforcement. F. Protect exposed ends of dowels and anchor bolts from mechanical damage and exposure to the weather. 3.7 CONCRETE PLACEMENT A. Special observation is required during placement of concrete to ensure the drilled caisson is installed without cavities and extraneous material and to ensure minimum diameter is maintained. B. Fill drilled caisson with concrete immediately after inspection and approval by the Testing Agency and the Architect. Use protection sheets cut out to receive concrete over excavation openings, extending at least 12 inches beyond edge in all directions. C. Pl ace concrete cont i nuous 1 y wi thout interrupt i on and in a smooth flow without segregating the mixed materials. ' D. Pl ace excess concrete where temporary cas i ngs are used to allow for anticipated slump due to casing removal. E. Concrete shall be placed by tremie method such as gravity flow through a vertical pipe of sufficient length to reach the bottom of the drilled caisson. Control placement operations to ensure that the tremie is not broken during continuous placing from bottom to top. Maintain bottom of tremie below top of concrete. F. Vibrate the top 15 feet of the drilled caisson concrete. G. Remove segregated concrete and laitance as the concrete placement for each drilled caisson is being completed, to achieve a continuous column of good quality concrete up to design cut-off elevation. H. Place drilled caisson concrete monolithically. If a construction joint is unavoidable, leave the resulting shaft surface approximately level and insert additional dowels as required by Architect. Before completing the drilled caisson with a subsequent concrete placement, roughen and clean the joint surface and slush with a 1 to 1 cement grout. I. Stop the concrete placement at the cut-off elevation, screed off true and level and apply a scoured, rough finish, unless otherwise indicated. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-8 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 02385 DRILLED CAISSONS Where cut-off, elevation is above ground elevation, form the top section above grade and extend the shaft to the required elevation. J. Hot Weather Placing: 1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in accordance with ACI 305 and as herein specified. 2. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature provided the water equivalent of the ice is calculated to the total amount of mixing water. 3. Place concrete immediately upon del ivery. Keep exposed concrete surfaces and formed shaft extensions moist by fog sprays, wet burlap or other effective means. 4. Do not use retarding admixtures unless approved in writing by the Architect. 3.8 FIELD QUALITY CONTROL A. The Contractor is responsible for quality control. 1. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. B. Quality Control Monitoring: 1. Refer to Division One - Testing Laboratory Services. 2. The Owner will employ a Testing Agency to perform field quality control tests for concrete and monitor drilled caisson installation. 3. The Owner's Testing Agency will employ a qualified professional Geotechnical Engineer registered in the State of Florida who will observe ca is son s drill i ng, clean i ng, concret i ng work and determi ne bottom elevation of caisson. C. Drilled Caisson Reports 1. Records shall be ma i nta i ned by both the Test i ng Agency and the Contractor for each installed drilled caisson. 2. Assist the Testing Agency making the necessary measurements and observations, and maintain Contractor's records as required for preparation and submission of complete reports on drilled caisson construction. Submit a separate report for each drilled caisson. Submit each report within a period of ten days after final concreting. 3. As a minimum, include the following information on each caisson: a. Identification of drilled caisson by number, type and location. b. Type of equipment used. c. Times when drilled caisson excavation was started and completed. d. Design and actual shaft diameters drilled. e. Ground elevation at drilled caisson location. f. Design and actual elevation of top and bottom of drilled caisson. g. Assumed (design) elevation of top of compentent limerock at HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-9 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 02385 DRIllED CAISSONS ~l: drilled caisson location. h. Actual elevation of top of compentent limerock. , i. Design and actual elevations to top and bottom of drilled caisson socket. j. Volumes of soil and rock excavated. k. lengths of probe hole drilled, and time to drill each foot. The depths and thicknesses of any soft seams. 1. levelness of shaft bottom. m. Statement of type, length, diameter and elevation of any casing permanently installed in the excavation. n. Groundwater conditions. o. Date when excavation was approved for installation of concrete. p. Date when concreting was performed. Include any delays in concreting and report construction joints in shafts. q. Quantity of concrete used, including amounts over or under design volume. r. Date when drilled caisson construction was completed. s. Centerline location at top of drilled caisson. t. Variation of shaft from plumb. u. Remarks on unique or unusual events or circumstances concerning drilled caisson installation. v. Report weather conditions and temperature. D. Inspection and Testing 1. Contractor shall install and load test one test caisson in a location acceptable to the Architect. Test caisson conditions shall be as similar as possible to actual caisson conditions. High early strength concrete may be used for the test caisson only. Install reaction caissons as required to load test caisson to failure in tension. The Geotechnical Engineer will witness the test. Geotechnical Engineer will determine actual unit skin friction. Do not use test caisson or reaction caissons in the Work. ' 2. The Testing Agency will witness the placing of the concrete. 3. At the "bottom of eaclt :.:::::::rn:Jn:ljnijijt::::::9:n:::::::~Si~o.~yl':':'pgr~go.~':;::::::AT::;::::':Pni. dri 11 ed ca i sson:$ , drill a 2 i n'Ch"'dlafu'iifef"lesfhOrelfi'lhe'rOck' with an a i rtrack dri 11 to a depth of ten f~~t".t(),...i..flcij<::~t~",\oI,~.E!,t,~,~.r.",th~,,,(:i.r.,iJJ~<:i <:: ,Ci.i.S.S.,(), ~""r.,E!, ~ t,s., ,,() fl, ,. ,s. (),lj,rl,cj" ,,),,1 ,~~ r.()<:,~,.~ ,." .,llj@;:'9gQ~~~m"lpil::::::~ng;fp'ggr::::miY::;::pr(!~tr ~'!~'!:~:R~;;~::~:fi;:I;!;~:~'~:!:!:~:i!~i~:~\"":::::~~1\\~:::~~!:ii~~'{~}i9i~n':::::::~':l'~:!9:~~'~'lr~~ caissons to a lower elevations. 4. Drill the two-inch diameter test holes by air track drill rig from the ground surface. No observation of the test hole will be required, and the qual i ty of 1 i merock below the dri 11 ed ca i sson bottom wi 11 be judged from the time rate of percussion drilling and other observations such as dropping of rods. Clean the 1 imerock socket under water with a brush substituting for the auger bit at the bottom of the auger rig kelley, or by a similar technique acceptable to the geotechnical engineer. HlM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-10 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 02385 DRILLED CAISSONS 5. Test concrete as per Section 03300 Cast-In-Place Concrete except that take four cylinders for every 100 cubic yards of concrete and not less than four cylinders on any given day. ******************** END OF SECTION 02385 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-11 BID GROUP ONE ADDENDUM #l-MAY 31,1991 SECTION 02685 GAS DISTRIBUTION SYSTEM PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Natural Gas System 1.2 QUALITY ASSURANCE A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site gas piping systems. B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for selection and payment. 1.3 JOB CONDITIONS A. Give adequate advance notice to public municipalities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known to the Contractor prior to excavation and that are indicated to be retained, as well as utility lines constructed during excavation operations and repair if damaged at no cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due dil igence on his part, notify the Architect immediately. Repair said damaged lines immediately and contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and the Architect prior to disruption of traffic flow due to excavation of road and walkways incidental to work of this Section. D. Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recomme~ded by authorities having jurisdiction. Protect structures, utilities, s i dewa 1 ks, pavements and other fac i 1 it i es from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operation. At: l"bt}}}!UArUttAts PART 2 - PRODUCTS 2.1 MATERIALS A. Per local Gas Company requirements. PART 3 - EXECUTION 3.1 INSTALLATION A. Installation shall be per local Gas Company requirements. ******************** HLM 90007.00-1 END OF SECTION 02685 THE NEW MONROE COUNTY DETENTION CENTER 02685-1 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03100 CONCRETE FORMWORK curi ng at not 1 ess than 50 degrees F. for 24 hours after pl aci ng . the concrete, providing the concrete is sufficiently cured to be undamaged by form removal operations and provided for the exposed concrete. E. Formwork supporting weight of concrete such as beams, soffits, slabs and other structural elements may not be removed in less than 14 days or until concrete has attained 75% of design strength at 28 days. 1. Design strength of cast-in-place concrete having supporting forms removed before 14 day shall be determined by testing field cured and laboratory cured concrete specimens representative of the concrete. a. Concrete specimens and compressive strength tests for early form removal shall be made and tested by the Independent Testing Laboratory and paid for by the Contractor. F. Form facing material may be removed 4 days after placement only if shores and other vert i ca 1 supports have been des i gned and arranged to permit removal of form facing material without loosening or disturbing shores and supports. G. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. H. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. 3.10 SCHEDULES A. Facing Materials: 1. Provide forms capable of producing finished concrete surfaces as outlined below. 2. Forms for F-l and F-2 finish are required as scheduled below on formed concrete surfaces unless indicated otherwise. AI: B. Forms for Type F-l, Rough Form Finish: 1. Use to form concrete concealed from view. 2. No selected form facing material is required. 3. Patch tie holes and defects. 4. Chip or rub off fins exceeding 1/4" in height. Leave surface with the texture imparted by the forms. C. Forms for Type F-2, Smooth Form Finish: 1. Use to form concrete exposed to view that is not subject to additional architectural finish requirements, other than painting. 2. Use form facing material to produce a smooth, hard, uniform texture on the concrete. a. Facing material: Plywood, tempered concrete-form-grade hardboard, metal, paper, fiber tubes or other approved material capable of,.producing the desired finish. b. Paper * gr fi ber tube forms that impart a texture or spi ra 1 pattern to"lhe concrete are not approved. 3. The arrangement of the facing material: Orderly and symmetrical with the number of seams kept to the practical minimum. 4. Do not use material with raised grain, torn surfaces, worn edges, patches, dents or other defects which will impair the texture of the concrete. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03100-5 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03200 CONCRETE REINFORCEMENT PART 1 - GENERAL 1 . 1 SUMMARY A. Section Includes: 1. Steel reinforcing bars. 2. Welded wire fabric. AI: ~:~f.:::::::::::::~:jI:lp9~~:::~::i!:ii~~~::~::::ii,l:n,i9ng~:ij9'::::::~~n~::~:: B. Related Sections: 1. SECTION 03300 - CAST-IN-PLACE CONCRETE 2. SECTION 03100 - CONCRETE FORMWORK 3. SECTION 02385 - DRILLED CAISSONS 1.2 REFERENCES A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. American Concrete Institute (ACI) 1. ACI 301 - Structural Concrete for Buildings. 2. ACI 318 - Building Code Requirements For Reinforced Concrete. 3. ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures". 4. ACI SP-66 - American Concrete Institute - Detailing Manual. C. American National Standards Institute, American Society for Testing and Materials (ANSI/ASTM) 1. ANSI/ASTM A-185 - Steel Welded Wire Fabric, Plain, for Concrete Reinforcement. D. American National Standards Institute, American Welding Society (ANSI/AWS) 1. ANSI/AWS 01.4 - Structural Welding Code for Reinforcing Steel. 2. ANSI/AWS 012.1 - Reinforcing Steel Welding Code. E. American Society for Testing and Materials (ASTM) 1. ASTM A-615-88: Deformed and Plain Billet-Steel Bars for Concrete Rei nforcement. JU ~::*::::::::::::::::::::!~~.::,'~,t~~:~t:~~:~::::::::::j:::RP9i~iB;9i~,!~:':::Fi'!:D'I9rR]::ij9::'~:::~~!~~j:~:::::p:j]J~::*: F. Concrete Reinforcing Steel Institute (CRSI) Manual of Practice. 1. CRSI 63 - Recommended Practice For Placing Reinforcing Bars. 2. CRSI 65 Recommended Practice For Pl aci ng Bar Supports, Specifications and Nomenclature. 1.3 SUBMITTALS A. Shop Drawings: Show size and quantity of reinforcement, method of support and fastening, bending and placing schedules, diagrams, wall elevations and plans, material grades and relation of reinforcement to adjacent materials. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03200-1 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03200 PART 2 - PRODUCTS 2.1 REINFORCEMENT CONCRETE REINFORCEMENT A. Reinforcing Steel Bars: ASTM A61S, Grade 60 and 40 deformed billet steel bars. AI: :~':~::::::::::::::::::::'~P9xi::::;~9:!P:'Jl,9.::;::::::::::::::~]M:':::~t't:l:i:*:: B. Welded Wire Fabric: ASTM A18S. 2.2 ACCESSORY MATERIALS A. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcement in place, in accordance with the recommendations and details of the Concrete Reinforcing Steel Institute. 1. Use supports wi th sand plates or hori zonta 1 runners where base material will not support chair legs for slab on grade. 2. For exposed-to-view concrete surfaces: Provide supports with legs hot-dip galvanized, plastic tipped or stainless steel where legs of supports contact forms. B. Tie Wire: Minimum 16 gage annealed type 2.3 FABRICATION A. Fabricate Concrete reinforcing in accordance with ACI 318 B. Weld reinforcement in accordance with ANSI/AWS 01.4. C. Locate reinforcing splices not indicated on Drawings, at point'of minimum stress. Review location of splices with Architect/Engineer. PART 3 - EXECUTION 3.1 GENERAL A. Perform work in accordance with ACI 301. 3.2 INSTALLATION A. Keep uncoated reinforcement free from rust, scale, dirt, and physical injury. B. Place, support and secure reinforcement against displacement. Do not deviate from required position. C. Do not displace or damage vapor retarder. D. Secure reinforcement against displacement with tie wire or other clips or ties consistent with CRSI recommendations. ******************** HLM 90007.00-1 END OF SECTION 03200 THE NEW MONROE COUNTY DETENTION CENTER 03200-2 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 - GENERAL 1 . 1 SUMMARY A. Section Includes: 1. Cast-in-place concrete. 2. Placing anchors and inserts. 3. Installation of embedded items specified in other Sections. 4. Structural slide bearings. B. Related Sections: 1. SECTION 02385 - Drilled Caissons 2. SECTION 03100 - Concrete Formwork. 3. SECTION 03200 - Concrete Reinforcement. 1.2 REFERENCES A. American Concrete Institute (ACI) 1. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. 2. ACI 301 - Structural Concrete for Buildings. 3. ACI 302 - Guide for Concrete Floor and Slab Construction. 4. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. 5. ACI 30SR - Hot Weather Concreting. 6. ACI 308 - Standard Practice for Curing Concrete. !.~..,......,A,~J...,~..1.~..,.::....~y.,iJ~.i.llg..,~c:>~~....~,E!,qy.i.r.~I11,E!.Il.ts for Rei nfor~ed Concrete. 1: 1:~::::::::::::::::::::~~'~:::::::~:R't:J::i:'::::t:::::::,f,]:I]:p::::~!:D~rtn'~:~::::::~~ijH'i]:: B. American National Standards Institute, American Society for Testing and Materials (ANSI/ASTM) 1. ANSI/ASTM 0-994 - Preformed Expansion Joint Filler for Concrete (Bituminous Type). 2. ANSI/ASTM 0-1190 - Concrete Joint Sealer, Hot-Poured Elastic Type. 3. ANSI/ASTM 0-1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types). 4. ANSI/ASTM 0-1752 - Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction. C. American Society for Testing and Materials (ASTM) 1. ASTM B-221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes and Tubes. 2. ASTM C-33 - Concrete Aggregates. 3. ASTM C-94 - Ready-Mixed Concrete. 4. ASTM C-lS0 - Portland Cement. 5. ASTM C-260 - Air-Entraining Admixtures for Concrete. 6. ASTM C-330 - Light Weight Aggregates For Structural Concrete. 7. ASTM C-494 - Chemicals Admixtures for Concrete. 8. ASTM C-618 - Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. '0;'1: g::~:::i:i::::::::::::::m;g!:":~:!::::::~:pg::::::mi!:,,i:i::~::rl:i::::!::::::s9p.M::::i:p:i::::::i6g::::::ii:f=grgnsi'i::::M::,,::::::1:!1ii:::::ii::!:1:9:Ii:p:f=ii::si:l HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-1 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE 1. 3 SUBMITTALS A. Mix Designs: 1. Submit substantiating data for each concrete mix design contemplated for use to Architect not less than six weeks prior to first concrete placement. Include the following: a. Mix identification designation unique for each mix submitted. b. Statement of intended use for mix. c. Mix proportions, including admixtures used. d. Manufacturer's data and/or cert ifi cat ions verifyi ng conformance of mix materials, including admixtures, with specified requirements. e. Wet and dry unit weight. f. Entrained air content. g. Design slump. h. Required average strength qualification data per ACI. WI. Submit separate qualification data for each production facility which will supply concrete to project. i. Actual trial mix data or field test data per ACI 301 used to calculate average strength qualification data. When field test data is used to qualify average strength, submit separate qualification data for each production facility which will supply concrete to project and copies of field test reports. 2. Separate design mixes are required for each strength and density of concrete, each change in type and/or quantity of mix materials including admixtures; each change in slump limits, and each change in entrained air content. . 3. For concrete placed by pumping, separate mix designs are required for each 100 feet of vertical or horizontal distance from pump to point of discharge. This requirement may be waived if evidence acceptable to Architect is submitted demonstrating, by previ ous successful experience, that proposed mix will meet requirements of these specifications, when sampled at point of discharge, over full range of distance required. B. Product Data: 1. Application and installation instructions for proprietary materials and including admixtures, patching compounds, waterstops, joint systems and others as required by Architect. 2. Submit curing compound product data and verification of its compatibility with other finish materials and surface required. C. Submit curing compound product data and verification of its acceptable compatibility with type of concrete penetrating sealer and waterproofing used. D. Submit materials certificates, mill test reports and materials laboratory tests reports when requested attesting that each material item compiles with or exceeds specified requirements. E. Submit one sample copy of concrete batch trip ticket containing information as specified in ASTM C-94 paragraph entitled "Batch Ticket/Information:" including additional information listed for certification purposes. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-2 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE Clearly show amount of water for entire batch which may be added in field that will not exceed water cement ratio specified by concrete design. - F. Record Documents: Submit record 1 i st i ng time and date of pl acement of concrete. Keep record unt il comp 1 et i on of proj ect, make a vail ab 1 e to Architect on request. 1.4 QUALITY ASSURANCE A. Perform concrete work in accordance with ACI 301 "Specifications for Structural Concrete for Buildings" as modified in this Section. At 1. PY8vise at least eAe espy af ACI SP 15 a~ailable iA fiels effice. B. Acquire cement and aggregate from same source for all work. C. Conform to ACI 30SR when concreting during hot weather. D. Do not place concrete when temperature is below 40' degrees F. E. Survey Work 1. Engage a State of Florida regi stered surv'eyor acceptabl e to the Construction Manager, to perform survey, layout and measurements for cast-in-place concrete, column centerline, and anchor bolt locations: 2. Surveyor shall record and ma i nta in i nformat i on pert i nent to each column centerline, plumbness, and anchor bolt, location prior to placement of concrete. 3. Surveyor shall cooperate with other testing and inspection personnel to provide data for their required reports. 1. 5 UNIT PRICES A. Provide unit prices indicated on Bid Form in event additions to or deductions from Work are required and authorized by a written order from Architect. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS A. Portland Cement: ASTM C-lS0, Type II, or ASTM C-S9S IP(MS), IS(MS), P(MS), I(PM)(MS) or I(SM)(MS). 1. Use only one manufacturer and type of cement for each mix design. B. Fly ~sh: ASTM C-618, Class F. C. Normal weight aggregates: ASTM C-33. D. Light weight aggregates: ASTM C-330. E. Water: Clean fresh potable. Free from oils or other substances injurious to concrete or reinforcement. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-3 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE F. Air Entraining Admixture: ASTM C-260. G. Water Reducing Admixture: ASTM C-494, Type A, containing no chloride added d~ring manufacture, Acceptable Products: 1. "Eucon Super WR-75"j Euclid Chemical Co. 2. "Pozzolith Normal"., Master Builders. 3. "Plastocrete 161"j Sika Chemical Corporation. H. High Range Water Reducing Admixture (Super Plasticizer): ASTM C-494, Type F or G containing not more than 0.1% chloride ions, required for caissons, all pumped concrete and optional for other areas. Acceptable Products: 1. "Eucon Super' 37"j Euclid Chemical Co. 2. "Sikament: Sika Chemical Corporation. 3. "Pozzolith 400-N"j Master Builders. I. Accelerators are not permitted. J. Retarding admixtures and water reducing and retarding admixtures: ASTM C- 494, Type B and Type 0 respectively. Acceptable Products: 1. Eucon Retarder-75, Euclid Chemical Co. 2. Pozzolith Retarder, Master Builders. 3. Plastocrete 161R, Sika. K. Certification: Provide written conformance to the above' mentioned requirements and chloride ion content required prior to mix design review by Architect. 2.2 EXPANSION MATERIAL A. ACI 301 B. Fiber Expansion Joint: 1. 1/2" thickness. Conform to ASTM 0-1751. 2.3 WATERSTOPS A. ACI 301 B. Flexible strip waterstop: 1. Acceptable product: a. American Colloid Company, Waterstop-RXI0l. 2.4 EMBEDDED ITEMS: 1. Embedded items: Do not displace reinforcing bars. 2. Rated or specified capacity of embedded items: Not to be construed as design capacity of supporting concrete members. 3. Steel Plates, Bars and Structural Shapes: Conform to ASTM A-36. 2.5 RELATED MATERIALS A. Curing Compound: Comply with ASTM C-309. Unit moisture loss, pound per square foot at 72 hours shall not exceed .642 psf~ 1. Masterseal or MasterKurej Master Builders or Architect's acceptable equivalent. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-4 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE B. Bonding Compounds: 1. Bonding Compound: Polyvinyl acetate type, rewettable. Acceptable Manufacturers: a. Euco Weld; Euclid Chemical Co. b. Weldcrete; Larson Products. c. Thorobond; Standard Dry Wall. d. Everbond; L & M Construction Products, Inc. C. Epoxy Adhesive: 100% solids, 100% reactive, two component compound suitable for use on dry or damp surfaces. 1. Acceptable Products: a. Euco Epoxy #463 or #615; Euclid Chemical Co. b. Sikadu Hi-Mod, Sika Chemical Corporation. c. Permunite; L & M Construction Products, Inc. 2.6 EPOXY JOINT FILLER A. Three (3) component, 100% solias, compound, with a minimum shore D hardness of 50. 1. Acceptable Manufacturers: a. Euco Epoxy. #600 or #700; Euclid Chemical Company. b. Sikadur Lo-Mod, Sika Chemical Corporation. 2.7 CONCRETE PROPORTIONING AND DESIGN OF MIXES A. Proportion ingredients and design concrete mixes in accordance with ACI 301 as modified in this Section. B. Cement: Minimum of 564 pounds per cubic yard. C. Fly Ash: A maximum of 22% by weight of cement may be replaced with fly ash at a ratio of one pound fly ash for everyone pound of cement removed. D. Maximum water cement ratio: 0.49. E. Durabil ity: 1. Air-entrained with 5% to 7% entrained and entrapped air. F. Admixtures: 1. Provide water reducing or water reducing and retarding admixture specified in design mix for concrete. 2. Hot weather conditions: When ambient temperature exceeds 90 degrees F. and/or placing conditions required retardation of setting time Architect may require a change from Type A (normal) admixture to Type D (retard,ing) formulation of water reducing admixture. Concrete temperature not to exceed 90 degrees F. for drilled caissons and 100 degrees F. for other cast in place concrete. 3. When increased workability, pumpability, lower water-cement ratio, shrinkage and permeability reduction is required, use HRWR admixture (Super Plasticizer). G. Selection of Proportion of Ingredients:, 1. Prepare design mixes for each type of concrete used in construction. a. Proportion mixes to obtain compressive strengths indicated on the drawings. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-5 BID GROUP ONE ADDENDUM #I-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE b. Where compressive strength is not indicated, obtain minimum ~OOO psi 28 day strength. 2. Field records used to demonstrate that proposed proportions will produce required average strength must be of tests made within last 12 months and have same water cement ratio, cement type and manufacturer, and percentage of fly ash as proposed mix proportions. a. Comply with ACI 211.1 and ACI 301 as modified by the following: 1) Determine maximum allowable unit shrinkage expressed in percentage of length in accordance with ASTM C-157, based upon average value of three (3) 4 inch x 4 inch x 11 inch specimens after 21 days of actual drying time; total 28 days after casting. a) Maximum allowable shrinkage value for concrete mixes: 400 millionths (0.0004) with an allowable variation of 15%. , 2) Submit written reports of each proposed concrete mi x not less than 15 days prior to start of work. Do not proceed with concrete production until mixes have been reviewed by Architect. 3. Adjustment of Concrete Mixes: Concrete mix design adjustments may be requested when characteristics of materials, project conditions, weather, test results or other circumstances warrant. a. Submit 1 aboratory test reports for revi sed mi x des i gns and strength results to Architect for review before use of revised concrete mixes in the Work. H . Slump: 1. ACI 301 2. Caissons: 4" max. before addition of HRWR admixture; 7" ~in. and 9" max. at placement. 3. Concrete with HRWR Admixture: 8" maximum unless otherwise directed by Architect. 4. Other Structural Concrete: 3". Al.i :XM:i:iJJ::::::CnmaltJdi::JilifE:::e.aiifidt. ~~">"I:._\'III""illll 2.8 PRODUCTION OF CONCRETE A. Produce and deliver concrete in accordance with ACI 301 and as modified in this. Section. Produce and deliver concrete during hot and cold weather in accordance with ACI 305 and ACI 306. B. Ready Mixed Concrete: 1. Discharge concrete after introduction of mixing water to cement and aggregate or introduction of cement to aggregate within 90 minutes or before 300 mixing speed revolutions when air temperature is below 80 degrees F. 2. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter maximum discharge time than specified in ASTM C-94 is required. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-6 BID GROUP ONE ADDENDUM NI-MAY 31,1991 SECTION 03300 CAST-IN-PlACE CONCRETE a. Discharge concrete after introduction of mixing water to ce~ent and aggregate or introduction of cement to aggregate within 75 mi nutes when air temperature is between 80 degrees F and 90 degrees F. b. Discharge concrete within 60 minutes when air temperature is above 90 degrees F. 2.9 TESTING & INSPECTION A. Contractor is responsible for quality control. 1. Inspection or testing by Owner does not rel ieve Contractor of hi s responsibility to perform Work in accordance with Contract Documents. 2. Workmanship: Correct concrete work which does not conform to specified requirements, including strength, tolerances and finishes. Correct deficient concrete by means acceptable to Architect. B. Testing ~aboratory Test 1. Pri or to start of concreting operations, Test i ng Laboratory will review, with representatives of Contractor's quality control staff, facilities that will be used on production of concrete for Project. a. Review will address: Type and condition of equipment. Calibration of measur~ng devices. Sources of aggregate and cement. Sieve analysis of aggregate samples, mill tests. Methods of storage of aggregate and cement. Mixing procedures, including distance from site. Trip ticket sample. Admixtures that will be used, including special procedures required. Other items which, in opinion of Testing Laboratory, are important elements in production of concrete. b. Testing Laboratory will report results of review to Owner and Architect. 1) Report will identify equipment and procedures which require modification in order to assure quality of concrete. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine prior construction and conditions under which work will be performed. B. Do not proceed with the work until unsat i sfactory condit ions have been corrected. 3.2 GENERAL A. Notify Testing Lab~ratory 24 hours before starting concrete placement. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-7 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE B. Coordinate requirements for installation of embedded items specified.and furnished in other Sections. Obtain templates and instructions for setting embedded items. 1. Coordinate work with requirements for mechanical and electrical installations and accommodations. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Just prior to discharging truck-mixed concrete, mix each truck of concrete minimum 70 revolutions of mixer drum at full mixing speed. C. Vibrate and consolidate concrete in accordance with ACI 309. D. During hot weather, place concrete in accordance with ACI 305. 3.4 TOLERANCES A. ACI 301: Variation from plumb: 1. In any 10 feet of length: 1/4 inch. 2. Maximum for entire length: 1 inch. 3.5 WATERSTOPS A. Install waterstops in accordance with ACI 301. B. Install waterstops in concrete scheduled to receive surface applied waterproofing. C. Install bentonite water stops with a minimum cover of 2 inches: 3.6 FIELD TESTS & INSPECTIONS A. Field testing and inspections will be performed by testing laboratory. B. Perform concrete testing in accordance with specifications of ACI 301 and as follows: 1. Mold and cure four (4) specimens from each sample. 2. Compressive strength tests: One set of specimens for each 50 cubic yards or fraction thereof of each type of concrete placed in one day; one specimen tested at 7 days, two specimens tested at 28 days and one specimen held in reserve. 3. In addition to cylinders cured under standard conditions, Testing Laboratory will prepare duplicate sets of two cylinders to be field cured under conditions equal to cure for corresponding concrete pours. a. Such cylinders will be tested only when questions concerning strength are involved. b. Costs of such tests will be paid for by Contractor. c. Test results will be distributed to Architect, Owner, and Contractor. 4. Concrete Temperature: Test each time a set of specimens is made. 5. Slump Test: Make one test for each set of compressive strength specimens. Make additional test as directed by Architect. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-8 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE a. Take test at point of truck discharge for Ready-Mix concrete and at point of mixer discharge for on site mixing. ' C. Collect concrete batch trip tickets. Identify compressive and slump tests made to representative samples of concrete referred to by trip tickets. D. Notify Architect and Contractor immediately of trip tickets not as specified. E. Notify Architect and Contractor immediately when amount of water in a batch of concrete exceeds that allowed in design mix. F. Verify that concrete is fully discharged from mixers before mix begins to set and within 1-1/2 hours maximum from time of batching. G. Check quantity and type of admixtures for compliance with design requirements and secure Architect's written approval for use of additional admixtures in concrete. H. Obtain mill test reports for each shipment of cement used in to concrete for Project. I. Additional Tests for Concrete Work: 1. Testing Laboratory will make additional tests of in-place-concrete work as directed by Architect when test results indicate that specified concrete strengths and other characteristics have not been attained in structure. a. Conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C-42. b. Costs of such test will be borne by Owner if test results indicate conformance with Contract Documents. Such tests indicating nonconformance with Contract Documents will be paid by Contractor including additional architectural and engineering services made necessary by such nonconformance. c. Cost of other additional tests including load tests and/or other nondestructive tests directed by Architect or conducted by Contractor to prove adequacy of concrete work shall be borne by Contractor including additional architectural and engineering services made necessary by such tests. d. Strength of structure in place will be considered to be potent ia 11 y defi c i ent if it fails to comply with requ i rement which controls strength of structure, including but not necessarily limited to conditions listed in ACI 301, Chapter 18. e. Inspections or testing performed exclusively for Contractor's convenience is sole responsibility of Contractor. 3.7 REPAIR OF SURFACE DEFECTS A. Defects less than one inch deep and not exposing reinforcing: 1. Comply with ACI 301. 2. Use specified bonding compound or epoxy adhesive. 3. Provide non-shrink grout patching mixture to fill pockets left in concrete walls or slabs as specified in Section 03600. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-9 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE 4. Pl ace premi xed patch i ng mortar in accordance wi th direct ions. of specified bonding compound or epoxy adhesive manufacturer. 5. With prior approval by Architect as to method and procedures, for structural repairs use specified epoxy adhesive and/or epoxy mortar. B. Defects one inch and greater or Exposing Reinforcing: 1. Chip to sound concrete and clean thoroughly to remove loose concrete and dust. Apply thin coat of specified epoxy adhesive. 2. Form and pour, or dry pack with specified pea-gravel repair grout, prior to development of tack-free condition of epoxy bonder. Strip forms after grout has hardened and provide specified finish. 3. Moi st cure or apply spec i fi ed clear curi ng and seal i ng compound immediately after finishing. 3.8 SLABS A. Construct concrete slabs in accordance with ACI 301 as modified in this Section. B. Jointing ACI 301: Construct control joints in slabs on grade using premolded key joints, inserts, tooled joints or saw cuts. Do not use saw cuts for exterior concrete work. 1. Where control joint spacing is not indicated, space joints at maximum 20 feet. 2. If premolded hardboard or fiberboard strips are used, insert premolded hardboard or fi berboard stri pinto the fresh concrete until top surface of strip is flush with slab surface. Remove insert strip and clean formed groove of loose debris after concrete has cured. 3. Prefabricated, strippable plastic joints may be used at Contractor's option. 4. Cut sawed joints within 12 to 24 hours after concrete has been placed. C. Finishing Tolerances 1. Comply with ACI 301: 2. Test unformed surfaces such as monolithic slabs for smoothness and to verify surface plane finish to tolerances specified for each surface and finish. Correct low and high areas as specified. a. Test unformed surfaces sloped to drain for trueness of slope, measuring to plane tolerance by using a template cut to required slope. 3. Repair finished unformed surfaces that have defects which adversely affect durability of concrete or finish. a. Unacceptable surface defects include, but are not necessarily limited to: crazing, cracks in excess of 0.01 inch wide or which penetrate to reinforcement or completely through non-reinforced concrete regardless of width, spalling, pop-outs, honeycomb, rock pockets and other objectionable conditions as determined by Architect. b. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. c. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete surfaces. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03300-10 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 03300 CAST-IN-PLACE CONCRETE 1) Propri etary concrete patchi ng compounds may be used ~hen approved by Architect. 3.9 CURING A. Cure concrete in accordance with requirements of ACI 301. B. Cure interior concrete slabs, with specified curing compound. 1. Do not use liquid curing compound on surfaces against which additional concrete or other material is to be bonded unless it is proven that curing compound will not prevent bond or unless measures are taken to remove it completely from areas to receive bonded application. 2. Water cure slabs scheduled to receive cementitous topping (such as stone or ceramic tile setting beds). C. Apply curing compounds within 30 minutes after final finishing. Apply curing compound at coverage rate specified by manufacturer. D. Ensure curing compound is compatible with concrete penetrating sealer and other materials scheduled to be applied over concrete surfaces. E. Curing in hot weather: Cure concrete in accordance with ACI 305. 3.10 FINISHES A. Finish concrete slabs in accordance with requirements of ACI 301. B. Float Finish: Apply float finish to monolithic slab surfaces that are to receive trowel finish. Finish to a Class B tolerance. C. Trowel Finish: Unless directed otherwise by Architect, apply steel finish to monolithic slab surfaces. Finish to a Class B tolerance. 1. Do not steel trowel slab surfaces scheduled to receive cementitous topping. D. Non-Skid Broom Finish: Apply light broom finish to concrete stair treads, platforms and ramps. Broom finish, by drawing a fine-hair broom across concrete perpendicular to line of traffic. Repeat operation if required to provide fine line texture acceptable to Architect. Apply broom finish after final joint tooling. E. Fi ni shi ng of Formed Surfaces: Provide smooth form fi ni sh for concrete surfaces exposed to view and concrete surfaces scheduled to receive surface finish. 3.11 VAPOR RETARDER A. Install vapor retarder as specified in Section 07190. ********************* HLM 90007.00-1 END OF SECTION 03300 THE NEW MONROE COUNTY DETENTION CENTER 03300-11 BID GROUP ONE ADDENDUM II-MAY 31,1991 SECTION 03600 GROUT PART 1 - GENERAL 1.1 SECTION INCLUDES A. Pea-gravel repair grout. B. Cementitious mortar patching grout. C. Non-shrink grout. 1.2 REFERENCES A. ASTM C827 - Test Method for Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixtures. B. Contractor shall obtain and have available at site a copy of the above documents throughout the Construction Period. 1. 3 SUBMITTALS A. Manufacturer's Data: 1. Submit copies of manufacturer's product data and printed instructions for each manufactured product. 1.4 QUALITY ASSURANCE A. Do not change source or brands of grout materials during the course of the work. Single-source responsibility from one source and producer for each aggregate and from one manufacturer for each cementitious component. 1.5 MATERIAL STORAGE A. Store grout materials off the ground, under cover, in a dry location. Store aggregates where grading and other required characteristics can be maintained. . 1. 6 TESTING A. Coordinate testing requirements of grout with Division 1. PART 2 - PRODUCTS . 2.1 PEA-GRAVEL REPAIR GROUT A. The grout shall be a manufactured, dry packaged product with proportioned ingredients. Shrinkage compensating ingredients shall minimize effects of drying shrinkage. Compressive strength at 28 days shall equal or exceed required concrete strength. Shall contain pea gravel and no added chloride. Applies and finishes like concrete. Select material for horizontal overhead or vertical application. B. Approved Manufacturers: 1. MASTERBUILDERS "Masterpatch 20" 2.2 CEMENTITIOUS MORTAR PATCHING GROUT A. Manufactured by MASTER BUILDERS "Set Vertipatch" or Architects approved eq~iyalent. 1 . 4GOO 9.~Q,q psi 2. Conditfciris to 1" maximum thickness. A~' HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 03600-1 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 05180 MISCELLANEOUS STRUCTURAL STEEL 2. Make joints and intersections of metal, tightly fitting and securely fastened. 3. Make work square, plumb, straight and true. G. Holes: 1. Drill or punch holes required for attachment of work specified in other sections and for bolted connections. 2. Burned holes will not be accepted. H. Hot dip galvanize steel connecting devices after fabrication. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examination: 1. Examine installed work and verify that such work is to point where fabrication and installation of work may proceed. 2. Make field measurements to ensure proper and adequate fit of metal fabrications and to verify that metal fabrications may be fabricated and installed in accordance with Drawings. 3.2 SHOP PAINTING A. Preparation: 1. Thoroughly clean metal of mill scale, rust and foreign matter. B. Painting: 1. Shop a. b. c. prime steel except: Steel to be encased in Surfaces to be welded. Galvanized steel. concrete. 3.3 ERECTION AI: A. Erect and install miscellaneous structural steel in accordance with Drawings, and referenced standards, aligned, straight, plumb and level. B. After erection and installation are complete, t<>,Y<:',h.,~uP'....~,h.,()P...,p.r'.il11~r.....c:()ats using priming paint specified for shop priming ~B9::"$.~1~iij,1::~!9:::::::~9:mf=~9I'J. 3.4 FIELD QUALITY CONTROL A. Erection Inspection and Testing: 1. Visual Inspection of Welds: a. Field welding: Inspected visually for conformance by a representative of the testing laboratory. b. Repair welds found to be non-conforming. c. Repairs made to defective welds are subjected to re-inspection by the original method used. ******************** END OF SECTION 05180 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 05180-3 BID GROUP ONE ADDENDUM #1-MAY 31,1991 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING (ALTERNATE) PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Sub-grade preparation. B. Concrete paving with reinforcement. 1. 2 ALTERNATE A. Refer to Document 0 and Division One for Alternate Number 5-01 for Asphalt Paving. 1.3 INSPECTION AND TESTING A. Inspection and testing of concrete will be performed by Testing Laboratory in accordance with Division One. B. Three (3) concrete test cylinders will be taken for every 75 or less cu. yds. of concrete placed. C. One (1) slump test will be taken for each set of test cylinders taken. PART 2 - PRODUCTS 2.1 LIMEROCK BASE MATERIAL A. Material shall meet the requirements of FOOT Section 911 except 97% shall pass the 3-1/2" sieve and shall contain no more than 0.5% organic material or objectionable matter as defined in Section 911.5 2.2 CONCRETE MATERIALS A. Portland Cement: ASTM C150; normal-type I. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and free from injurious amounts of oil, matter, or other deleterious material. D. Air Entrainment: ASTM C260. , alkali, organic 2.3 REINFORCEMENT A. Reinforcing Steel: 60 ksi yield strength; deformed billet steel bars; ASTM A6I5; plain finish; #5 size. 2.4 FORMWORK AND ACCESSORIES A. Formwork: Matched, tight fitting and adequately stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of concrete. B. Joint Filler: Minimum 1/2 inch thick asphaltic impregnated fiberboard. C. Concrete Curing Compound: Chlorinated rubber type; clear color; ASTM C308. 2.5 CONCRETE MIX A. Mix and proportion to produce minimum 3000 psi concrete at 7 days with maximum slump of 3 inches and 4 to 6 percent air entrainment. ASTM C94. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02520-1 BID GROUP ONE ADDENDUM #I-MAY 31,1991 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING (ALTERNATE) PART 3 - EXECUTION 3.1 PREPARATION OF SUB-GRADE A. Ensure rough grading has brought sub-grade to required compaction and elevations. B. Fill soft spots and hollows with additional fill. C. Level and compact sub-grade, to 98% Modified Proctor. 3.2 FORMING A. Form vertical surfaces to full depth and securely position to required lines and levels. Ensure form ties are not placed so as to pass through concrete. B. Arrange and assemble formwork to permit easy dismantling and stripping, and to prevent damage to concrete during formwork removal. 3.3 PLACING REINFORCING A. Reinforce concrete where indicated. Allow for minimum 2 inch concrete cover. 3.4 FORMING JOINTS A. Place joints where indicated. 3.5 PLACING CONCRETE A. Pl ace concrete, screed and float surfaces to a smooth and un i form finish, free of open texturing and exposed 'aggregate. B. Avoid working mortar to surface. . C. Provide exposed surfaces with broom finish. D. Ensure finished surfaces do not vary from true lines, levels 'or grade by more than 1/8 inch in 10 feet when measured with straight edge. E. Apply curing compound on finished surfaces immediately after placement. Apply in accordance with manufacturer's instructions. ********************* END OF SECTION 02520 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02520-2 BID GROUP ONE ADDENDUM II-MAY 31,1991 ADDENDUM NO.2 NEW KONROE COUNTY DB~BNTION FACILITY Bi4 Package Ho. 3, site Electrical' Temporary Power Bid Package NO.5, Site Gra4ing , Caissons Bi4 Package NO.7, Concrete Foundations Bi4 Package NO.9, site Plumbing June 5, 1991 Note: The time and date for receipt of bids remains the same. Modification No.1: As an alternative to Technical Specification Section 02385 Drilled Caissons, Part 2 Products, 2.1 C.2 Fly ash; Bidders may utilize the following requirements: 1. Water to cement ratio: 0.45 maximum. 2. Air entraining admixture: Micro-air by Master Builders. 3. Total air content (Percent by Volume): 3.5 to 6.5%. 4. High range water reducing admixture: Rheobuild 716 or 1000 by Master Builders. 5. Nominal maximum size of coarse aggregate: 1 inch.' Products equal to Master Builders may be substituted subject to the approval of the Architect. ADDENDUM NO. 3 NEW MONROE COUNTY DETENTION FACILITY Bid Package NO.3, site Electrical & Temporary Power Bid Package NO.5, site Grading & Caissons Bid Package NO.7, Concrete Foundations Bid Package NO.9, site Plumbing June 6, 1991 Modification No.1: The time and date for receipt of bids, and that of opening of bids, is hereby postponed until further notice. ADDENDUM NO.4 NEW MONROE COUNTY DETENTION FACILITY Bid Package No.3, site Electrical , Temporary Power Bid Package NO.5, site Grading' Caissons Bid Package NO.7, concrete Foundations Bid Package NO.9, site Plumbing July 3, 1991 Modification No.1: section 00030 - Notice of Calling for Bids, dated 5/22/91. Delete references to bids being due on Monday, June 10, 1991 at 4:00 pm and being opened on June 11, 1991 at 11:00 am and substitute with the following bid schedule: Bids Due: Bids Opened: 7/10/91 @ 4:00 pm 7/11/91 @ 11:00 am Bids will be received and opened at the Monroe County Clerk's Office at 500 Whitehead Street, Key West, Florida. Modification No.2: Replace Sections 00105 and 00107 Proposal Forms dated 06/01/91, with revised sections 00105 and 00107 Proposal Forms dated 07/03/91. Modification No.3: Replace sections 00305 and 00307 Scope of Work dated 06/01/91, with revised sections 00305 and 00307 Scope of Work dated 07/03/91. Modification No.4: Replace Section 00350 Milestone Schedule dated 06/02/91, with revised Section 00350 Milestone Schedule dated 07/03/91. Modification No.5: Replace section 00990 Schedule of Drawings dated 5/22/91, with revised section 00990 Schedule of Drawings dated 7/03/91. Modification No.6: Incorporate Document 00904, Addendum No.4, dated July, 2 1991, into the bidding documents. Document 00904, prepared by Hansen Lind Meyer, is shown on pink colored sheets, reference HLM 90007.00, which contains further instructions to bidders, including revised specifications and drawings. 07/03/94 ADDENDUM NO.4 Page 1 SECTION 00105 PROPOSAL FORK Bid Packaqe No. 5 site Gradinq , caissons BID TO : MONROE COUNTY - CLBRlt 01' COURTS 500 WHITEHEAD STREET ltBY WEST, FLORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: sid Packaqe NO.5, site Grading , Caissons and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulations affecting performance, of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actual location of where the Work is to be performed, together wi th the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 07/03/91 PROPOSAL FORM 00105-1 Base Bid 1- Mobilization $ 2. General Conditions $ 3. Permits $ 4. Bonds $ 5. site Preparation $ 6. Rough Grading $ 7. Finish Grading of Retention Pond Areas $ 8. Tree Relocation $ 9. storm Sewerage $ 10. Outfall structures $ 11. Drilled Caissons thru overburden - Unit Price Basis, Bid Quantity = 1,155 If 1,155 If x $/lf = $ 12. Drilled Caissons thru Competent Limerock - unit Price Basis, Bid Quantity = 3,445 If 3,445 If x $/lf = $ $ $ $ $ $ 13. Load Testing of Caissons 14. Entrance Roadway per Section 02510 15. silt Fence 16. Jr. College Rd. Work 17. Entrance Chain Link Fencing 18. Owner option No. 5-03: Topsoil and Sodding in Retention Pond Areas. $ Total Base Bid (items 1 - 18) $ 07/03/91 PROPOSAL FORM 00105-2 Owner options 19. Owner Option 5-01: Caisson Concrete At the option of the Owner, either contractor or Owner will purchase concrete for caissons. Contractor shall calculate quantity. Contractor shall state material price only, not including tax, delivered. Calculated Quantity Material cost cy Icy 20. Owner Option 5-02: Caisson Reinforcing At the option of the Owner, either contractor or owner will purchase reinforcing for caissons. Contractor shall calculate quantity. Contractor shall state material price only, not including tax, delivered and off-loaded. Calculated Quantity Material cost tons Iton 21. Owner Option 5-04: Area F Caissons At the option of the Owner, install caissons for future Area F. This area is defined as the area bound by column lines Gb to La and 17 to 24 as well as column lines U to X and 37 to 42. Contractor to install caissons complete. Drilled thru Overburden 240 If x $/lf = $ Drilled thru Competent Limerock 855 If x $/lf = $ 07/03/91 PROPOSAL FORM 00105-3 Bid Alternates 22. Alternate No. 5-01: Portland Cement Concrete Paving in lieu of Soil-Cement Base and Asphaltic Concrete Paving (reference Detail 12 on Sheet 1.18). Enter net change, and whether the net change is an add or deduct from base bid. Net Change in base bid for portland cement concrete paving: Circle either ADD or DEDUCT. ADD / DEDUCT S 23. Alternate No. 5-02: Compacted Limestone Base and Asphaltic Paving in leu of Soil-Cement Base and Asphaltic Paving. Enter net change, and whether the net change is an add or deduct from base bid. Net Change in base bid for compacted limestone base: Circle either ADD or DEDUCT. ADD / DEDUCT S 24. Alternate No. 5-03: Alternate Compaction Method for Midden Area (reference addendum 4 to spec section 02222, paragraph 3.1.H.1). Enter net change, and whether the net change is an add or deduct from the base bid. Net Change in base bid for Alternate Compaction Method for the Midden Area: Circle either ADD or DEDUCT. ADD / DEDUCT S 07/03/91 PROPOSAL FORM 00105-4 TOTAL BID, items 1 thru 18 (figures) $ TOTAL BID, (words) DOLLARS I acknowledge receipt of Addenda No.(s) I have included pages 1 through 4 of the Proposal Form____, and attached the required Bid Security____, Unit Price Schedule , Contractor Evaluation Form____, Lobbying and Conflict of Interest Clause_, Sworn Statement of Public Entity Crimes____, Non- Collusion Affidavit____, and proposed Subcontractor listing____o (Check mark items above. as a reminder that they are included.) Mailing Address: Phone Number: Date: Signed: (Name) (Title) Witness: (Seal) 07/03/91 PROPOSAL FORM 00105-5 SECTION 00107 PROPOSAL FORM Bid Packaqe No. 7 Concrete Foundations BID TO . . MONROB COUN'l'Y - CLERK 01' COURTS 500 WHITEHEAD STREET DY WEST, FLORIDA 33040 BID FROM: The undersigned, having carefully examined the Work and reference Drawings, Specifications, Proposal, and Addenda thereto and other Contract Documents for the construction of: Bid Packaqe NO.7, structural Concrete Columns and pits and having carefully examined the site where the Work is to be performed, having become familiar with all local conditions including labor affecting the cost thereof, and having familiarized himself with material availability, Federal, State, and Local laws, ordinances, rules and regulations affecting performance of the Work, does hereby propose to furnish all labor, mechanics, superintendents, tools, material, equipment, transportation services, and all incidentals necessary to perform and complete said Work and work incidental hereto, in a workman-like manner, in conformance with said Drawings, Specifications, and other Contract Documents including Addenda issued thereto. The undersigned further certifies that he has personally inspected the actuaJ location of where 'the Work is to be performed, together with the local sources of supply and that he understands the conditions under which the Work is to be performed. The successful bidder shall assume the risk of any and all costs and delays arising from the existence of any subsurface or other latent physical condition which could be reasonably anticipated by reference to documentary information provided and made available, and from inspection and examination of the site. 07/03/91 PROPOSAL FORM 00107-1 Base Bid 1- Mobilization 2. General Conditions 3. Permits 4. Bonds 5. Grade Beams 6. Walls and Beams Above 7. Concrete Slabs-on-grade 8. Elevator pits 9. Columns 10. Elevator Rail Support Beams Total Base Bid (items 1 - 10) $ $ $ $ $ $ $ $ $ $ =============== $ 07/03/91 PROPOSAL FORM 00107-2 owner options 11. Owner Option No. 7-01: Concrete Procurement At the option of the Owner, either Contractor or Owner will purchase concrete for this w~rk. Contractor shall calculate quantity. Contractor shall state material price only, not including tax, delivered. Calculated Quantity, 4000 psi Concrete Material Cost cy Icy Calculated Quantity, 5000 psi Concrete Material Cost cy Icy 12. Owner option No. 7-02: Future Area F Columns At the option of the Owner, install columns for future Area F. This area is defined as the area bound by column lines Gb to La and 17 to 24 as well as column lines U to X and 37 to 42. Contractor, to install columns complete. Net Change in base bid for installation of Future Area F columns: Circle either ADO or DEDUCT. ADO / DEDUCT $ 13. Owner Option No. 7-03: Future Area F Misc. Concrete At the option of the Owner, install all poured concrete associated with the stairwells in future Area F. This area is defined as the area bound by column lines Gb to La and 17 to 24 as well as column lines U to X and 37 to 42. Contractor to prep area and install all poured concrete complete. Net Change in base bid for installation of poured concrete for stairwells in Future Area F. Circle either ADD or DEDUCT. ADD / DEDUCT $ 07/03/91 PROPOSAL FORM 00107-3 TOTAL BID, items 1 thru 10 (figures) $ TOTAL BID, (words) DO LIARS I acknowledge receipt of Addenda No.(s) I have included pages 1 through 3 of the Proposal Form , and attached the required Bid Security____, Unit Price Schedule , Contractor Evaluation Form____, Lobbying and Conflict of Interest Clause , Sworn Statement of Public Entity Crimes , Non- Collusion Affidavit____, and proposed Subcontractor 1isting____. (Check mark items above. as a reminder that they are included.) Mailing Address: Phone Number: Date: Signed: (Name) (Title) Witness: (Seal) 07/03/91 PROPOSAL FORM 00107-4 SECTION 00305 SCOPE OJ' WORK Bid Package No. 5 site Grading , Caissons 1.1 General Scope Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and the following sections of the Specifications; including, but not limited to: Sections and Descriptions 02100 02211 02215 02222 02226 02385 02510 02720 02721 02930 02955 03100 03200 03300 03600 site Preparation Rough Grading Finish Grading Excavating, Backfilling and Compacting for Structures Excavating, Backfilling and Compacting for utilities Drilled Caissons Asphaltic Concrete Paving Storm Sewerage Sewer Structures Lawns and Grasses Tree Relocation Concrete Formwork Concrete Reinforcement Cast-In-Place Concrete Grout 1.2 Special provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 All debris and excavated material is to be removed and disposed of off-site. All re-usable material is to be stockpiled on-site as directed by the Construction Manager, or as approved by the Architect. .2 Rough grade 10' mangrove setback area shown on drawings. .3 Grade Wastewater Treatment Plant Holding Pond Area to approximate shown. Area and Effluent adj acent grades as 07/03/91 00305-1 SCOPE OF WORK .4 Contractor shall be responsible for calling for, and coordinating all required testing. .5 Grade site to drain, and maintain throughout contract duration. .6 Contractor' shall be responsible for any dewatering operations required for installation of his work. .7 Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. .8 Contractor shall call for structural inspections, and cooperate with structural Inspector. .9 Furnish and install Outfall structures. .10 Primary site control has been established, but this Contractor shall verify the accuracy of the Owner's horizontal and vertical control site monuments. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the 'checking or verification. .11 The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. .12 Procure and pay for all permits, fees, and licenses. .13 At location as directed by the Construction Manager, prepare a concrete truck 'wash-out' hole on site, for use in cleaning out concrete truck chutes. .14 Furnish and install DIP sleeves under entrance roadway and Junior College Road, as shown on drawing 1.09. Restore roadbed, and repave. .15 Furnish and install silt Fence as shown on drawing 1.01. .16 Excavate and restore, for sleeve, and tapping sleeve and valve, on Junior College Road. Coordinate with 07/03/91 SCOPE OF WORK 00305-2 Contractor installing tapping sleeve and valve. Ba,=kfill and restore roadbed, and repave. .17 At entrance to site, at a location as determined by the Construction Manager, furnish and install 6 ft. high chain link fence, with no top rail. Include (2) ea. 10 ft; wide swinging gates. Use 9 Ga. wire, 4" sch. 40 gate and end posts, sch. 20 line posts, 1-5/8" sch. 20 pipe for gates. Total length of fence shall be 60 ft. .18 Furnish and install storm Sewerage system complete. .19 Flag and/or protect all permanently installed Work, and maintain through contract duration. .20 Furnish and install caissons complete. Based on bid quantity, job will be on a unit price basis. As-built adjustment, at the end of the job, will be made, at bid unit price. Contractor shall be responsible for removal or re-use of muck from caisson excavations. Contractor shall be responsible for providing adequate site drainage during caisson operation, to prevent flooding of other contractors work. .21 Contractor is to study Division 1 General Requirements for additional responsibilities required. .22 Finish grade retention pond areas in accordance with section 02215. .23 Owner Option No. 5-03: Topsoil and Sodding, at the option of the Owner, furnish and install topsoil and sodding in retention pond areas, in accordance with section 02930. .24 Relocate one (1) 12" caliper tree, in accordance with section 02955. .25 Owner option No. 5-01: Caisson Concrete, at the option of the Owner, either Contractor or Owner will purchase concrete for caissons. Proposal form requests contractor to calculate quantity, and to insert material only cost. For assistance, the Construction Manager calculated bid lineal footage of caissons to be: o 5' overburden to drill thru/caisson, total = 1,155 lf o competent limerock, total = 3,445 If 07/03/91 SCOPE OF WORK 00305-3 .26 Owner Option No. 5-02: Caisson Reinforcing, at the option of the Owner, either Contractor or Owner will purchase reinforcing for caissons. Proposal form requests contractor to calculate quantity, and to insert material only cost. .27 Owner option No. 5-04: Area F Caissons, at the option of the Owner, install caissons for the future Area F. This area is defined as the area bound by column lines Gb to La and 17 to 24 as well as column lines U to X and 37 to 42. .28 Bid Alternate No. 5-01: If selected by the Owner, furnish and install portland cement concrete paving, in lieu of soil-cement base and asphaltic concrete paving. .29 Bid Alternate No. 5-02: If selected by the Owner, furnish and install a compacted limestone base in leu of a soil cement base under asphaltic concrete paving. .30 Bid Alternate No. 5-03: If selected by the Owner, provide alternate compaction method of the midden area. 1 . 3 Bv Others .1 Finish grading in areas other than retention pond areas. 07/03/91 SCOPE OF WORK 00305-4 SECTION 00307 SCOPE OF lfORlt Bid Package No. 7 Concrete Foundations 1.1 General Scope Provide all labor, supervision, materials, supplies, equipment, tools, transportation, surveying and layout, and proper execution and completion of all Work specified on the drawings, and in the following sections of the Specifications; including, but not limited to: Sections and Descriptions 03100 03200 03300 03600 05180 07150 07190 Excavating, Backfilling and structures Concrete Formwork Concrete Reinforcement Cast-In-Place Concrete Grout Miscellaneous structural Steel Waterproofing Vapor Retarder Compacting for 02222 1.2 special provisions The following Special provisions clarify, modify, change, add to, or delete from the General Scope of this Bid Package. .1 Furnish and install all columns from top of caissons to elevated first floor framing. Coordinate top of column connection requirements with precast contractor. .2 Furnish and install grade beams. .3 Furnish and install cast-in-place concrete walls and beams above. .4 Furnish and install concrete slabs-on-grade. .5 Contractor shall be responsible for calling for, and coordinating all required testing. .6 Furnish and install elevator pits. .7 Provide waterproofing and vapor retarder as required for 07/03/91 SCOPE OF WORK 00307-1 --~ .8 .9 .10 .11 .12 .13 the Work. Contractor is responsible for returning disturbed work area back to rough grade, and dressing out. Contractor shall be responsible for any dewatering operations required for installation of his work. Contractor shall call for structural inspections, and cooperate with structural Inspector. Primary site control has been established. The Trade Contractor shall layout his work from the site control. The Trade Contractor shall be responsible for all measurements therefrom. The Trade Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, materials, and labor as may be required in laying out any part of the Work from the established site control. The Construction Manager may arrange to have the Trade Contractor's grades, measurements, or levels checked and verified by an independent licensed surveyor. If they are found to be outside of allowable tolerances, the Trade Contractor shall pay the cost of the checking or verification. The Owner will provide material testing for this project. However, this contractor shall be responsible for the cost of any retesting required because of non-conforming Work. Furnish and install elevator rail support beams, including plates and anchors, in accordance with section 05180. .14 Furnish and install all anchor bolts for columns, in accordance with Section 05180. .15 Furnish and install all miscellaneous metals which are embedded in the work of this contractor. These include anchors, channels, edge angles, angles and weld plates. .16 Contractor is to study Division 1 General Requirements for additional responsibilities required. .17 Owner option No. 7-01: Concrete Procurement. At the option of the Owner, either Contractor or Owner will purchase concrete. Proposal form requests Contractor to calculate quantity, and to insert material only cost. .18 Owner option No. 7-02: Future Area F Columns. At the option of the Owner, install columns for future Area F. 07/03/91 00307-2 SCOPE OF WORK This area is defined as the area bound by column lines' Gb to La and 17 to 24 as well as column lines U to X and 37 to 42. Contractor to install columns complete. .19 Owner option No. 7-03: Future Area F Miscellaneous Concrete. At the option of the Owner, install all poured concrete associated with the stairwells in future Area F. This area is defined as the area bound by column lines Gb to La and 17 to 24 as well as column lines U to X and 37 to 42. Contractor to prep area and install all poured concrete complete. 07/03/91 SCOPE OF WORK 00307-3 SECTION 00350 MILESTONE SCHEDULE This section contains the project schedule. Each contractor is to study the applicable parts, or milestones, in order to determine his proposed scheduling for the project. Coordinate construction schedul ing and operations with the Construction Manager so as to meet the milestone and completion dates as outlined in this section. The Contractors are to note the following special items. a. Bid Due Date . . . . . 07/10/91 . .07/17/91 b. Award Date (Anticipated) c. Notice to Proceed (Anticipated). . . . .07/29/91 d. Bid Package No. 3 - site Electrical & Temporary Power: The Work shall be substantially. complete 144 calendar days after the commencement date established in the Notice to Proceed. e. Bid Package No. S - site Grading & Caissons: The Work shall be substantially complete 161 calendar days after the commencement date established in the Notice to Proceed. f. Bid Package No. 7 - Concrete Foundations: The Work shall be substantially complete 157 calendar days after the commencement date established in the Notice to Proceed. g. Bid Package No. 9 - Site Plumbing: The Work shall be substantially complete 144 calendar days after the commencement date established in the Notice to Proceed. 07/03/91 MILESTONE SCHEDULE 00350-1 D- i~ .. '" >-.... -I a: a:. .- .."" S: ~, I :1 0 ~: ~ = ~ :::. .' &.0 '- - s - - .:;: .::l _ .:; -;; ! ~ ~,.1L 2 is.._I:;; ::~:~ ~ :SIt ~ > c ~ 0 e .- :=> - - ~ ':;i ~ ;; ;; ~ ~ ~ ;; g: ;; ~ ~ ~ U D D o oo~~ LDD~D :~D ~ '" . ~ u . I ;; ~ ~ ~ ;; ;; ~ ;; e ~ ~I~ ~ ~ e ~: ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~!- - ; ~ ~' ~ ; ~ ~ ~ ~ ~ ~ ~ ~ sls s ~ ~I~I - ~ - ; - - - - - - I - ~i ! ~I I~ I Ilil;~ ~I ~ II!! I~: i ;Vl!i! gl 8 ~ ': \:1 ,01'11 : 2 '-'I' '~o:: ~ ~. ~ ~ ~ ~I i-;l~l,,' ~~'I;~~!~~~~.e.: i~I!I; !:!,! :I!I~: :'!:: !'j iJi111'I'i'1'1:111; ;ii; ; 1:1 ~gZ ~I~I~ ~I~!~ ~ gg ~ 0 ~i? - ~ - ~ ~i~ ~l~' - . . ~ ~ ~ ~- ii" i- - - , I I I ! : .. . ~ u u . ~I' ~I ~:.... .... 1I'l', , ~I~i~i r~IJ I, D~OOD~ I 00 ~ ~~ '- tl ~ .... .... ........ ...'.... iil'i' i' i , ~I! ~ ~ ! ~ ! ~ ! ~ !' .,~ ! !. '~I~:; ~ ; ; ~i~ ~ ; ~ ~'!'I';I~; ;t 1_ oj - c ~ - .::l - ~ = 0-10 - ~ :' ili~!~:~!~ i ~:i 1 i ~ii i'i'i i I ,I I ~ ~i = ~ ~Io!olc e = 0 e e:o!e e 0_- ~ ~ - ~ - ~ = ~ ~ , ~ . ~ . . . . . . . : . : ~,: : ~ ; : , , I I . I I~i~ ~ ~ :--1 ~ ~ ~I~ ~ ~, i ':1, ... I' ~ ~ - .~ ~!r ...... .,' - - ~I~ ~ ~ " ~1,jl'~.I~ . ~ ;~.; l:'~I~ j . ! Ig g;~ gl ~ - - -I j ! I D >- Q.) +-' co ~ rtl .-. 0:.<: ,~ U >-uro ......roc- e u... ~ '0 o C .- U 0 CD OJ +-' >- oe.o Co. OJ e ...... "0 o OJ OJ :::E Cl a. ~ ~ 0 OJ Co. Z L:l &~ c ~ ~ '" . - - ~ - . w ;. n~ i <.:: I' ~ ! ~ , 1 ~ L ~ SECTION 00990 SCHEDULE OF DRAWINGS Bid Package NO.3, site Blectrical , Temporary Power Bid Packaqe NO.5, site Grading' Caissons Bid Package NO.7, Concrete Foundations Bid Package NO.9, site P1umbinq DRAWING NO. DRAWING TITLE LATEST REVISION DATE Cover Sheet Rev. 0, OS/17/91 1.00 Topographic Survey Rev. 0, OS/17/91 1.01 Master Site Plan Rev. 1, OS/31/91 1.03 Preliminary Site Rev. 2, 07/02/91 Layout-Central 1. 04 Preliminary Site Rev. 0, 05/17/91 Layout-South 0 1.0S Rough Grading & Rev. 0, OS/ 1'7/91 Drainage-North 1. 06 Rough Grading & Rev. 2, 07/02/91 Drainage-Central 1.07 Rough Grading & Rev. 1, OS/31/91 Drainage-South 1. 08 Site utilities Rev. 1, 07/02/91 Central 1. 09 site utilities Rev. 1, 05/31/91 South 1.18 civil Details Rev. 2, 07/02/91 1.19 civil Details Rev. 0, 05/17/91 1.20 civil Details Rev. 0, 05/17/91 07/03/91 SCHEDULE OF DRAWINGS 00990-1 DRAWING NO. DRAWING TITLE 3.01 Foundation Plan Ground Floor Zone A 3.02 Foundation Plan Ground Floor Zone B 3.03 Foundation Plan Ground Floor Zone C 3.04 Foundation Plan Ground Floor Zone D 3.0S Foundation Plan Ground Floor Zone E 0 3.06 Foundation Plan Ground Floor Zone F 3.28 General Notes & Abbreviations 3.29 Grade Beam Schedule, Foundation Notes & Typical Details 3.30 Drilled Caisson and Cast In Place Column Schedules & Details 3.31 Foundations sections And Details 11. 01 Site Electrical Plan LATEST REVISION DATE Rev. 1, 07/02/9l Rev. 0, OS/17/91 Rev. 1, OS/31/91 Rev. 0, OS/17/91 Rev. 1, 07/02/91 Rev. 0, OS/17/91 Rev. 0, 05/17/91 Rev. 0, OS/17/91 Rev. 1, OS/31/91 Rev. 2, 07/02/91 Rev. 0, 05/17/91 07/03/91 SCHEDULE OF DRAWINGS 00990-2 DOCUMENT 00904 ADDENDUM NO. 4 THE NEW MONROE COUNTY DETENTION CENTER BID GROUP ONE JULY 2, 1991 PROJECT NUMBER 90007.00 The information contained in this Addendum modifies, supplements or replaces information contained in the Project Manual and on the Drawings and is hereby made a part of the Contract Documents. Acknowledge receipt of this addendum by placing the appropriate addendum number in the blank on the Bid Form. APPLICABLE TO THE PROJECT MANUAL .A. Revised Project Manual Paqes The replacement pages identified below include modifications made to tne ort9.,t.n~J. Project Manual sections. Revised or added information is indicated by $.b.@ggq type in the text and an n AI" notation in the margi n i dent i fyi ng that the re,irS"'ro'n was made. Areas where information has been deleted are identified by stril<iAg &ttt the text and placing an "AI" notation in the margin. Insert replacement .pages into the Project Manual ahead of the pages they replace. SECTION TITLE PAGE 02100 SITE PREPARATION 2 02211 ROUGH GRADING 1 02222 EXCAVATING, BACKFILLING AND 1-4 COMPACTING FOR STRUCTURES 02385 DRILLED CAISSONS 1-11 02510 ASPHALTIC CONCRETE PAVING 2 02644 WATER MAINS 7 02685 GAS DISTRIBUTION SYSTEM 1-2 02730 SANITARY SEWAGE 1-5 HLM 90007.00 THE NEW MONROE COUNTY DETENTION CENTER 00904-1 BID GROUP ONE ADDENDUM #4~JULY 2, 1991 DOCUMENT 00904 ADDENDUM NO. 4 B. Added Sections SECTION TITLE *Qg,:R?] 'f9Bi.l~l:::::I!MIHmT~:QN:@B.IJf:i;lliX!:Ng:::I:{~lmIMj]!:): *Section 02520 _ PORTLAND CEMENT CONCRETE PAVING (ALTERNATE), Pages 1 and 2 is included with Addendum #4. It was missing from the Addendum #1 enclosures. C. Deleted Sections The following section is deleted from the Project Manual in its entirety. Section Titl e Q2955 Tree RelecatieA APPLICABLE TO THE DRAWINGS A. Drawing Revisions: Incorporate the following revisions into the respective Contract Drawings. DrawinQ No. Revision 1.01 (Refer to Note #1) Delete Note II 1.05 (Refer to Area for Relocation of Trees) Delete reference to and dimensioning of area for relocation of trees. 1.20 (Refer to Detail 2 - Typical Pipe Connection at Column Detail) Add note: "Cap pipe before 90. bend at columns in Zone F Alternate only." HLM 90007.00 THE NEW MONROE COUNTY DETENTION"CENTER 00904-2 BID GROUP ONE ADDENDUM #4-JULY 2, 1991 DOCUMENT 00904 ADDENDUM NO. 4 Drawina No. Revision 3.03 At Columns G-17, G-18 and G-19, delete note "See Sheet 3.06 for T.O. cast-in-place column el." 3.03 At each of Columns G-17, G-18 and G-19, add: Caisson mark "C2" and T.O. caisson el. 1.50. 3.04 (Refer to Column Grid 25-26 and 29-30) Change dimension from 30'-8" to read 31'-0". 3.04 (Refer to dimension between Column Grid 25 to o and N to 30) Change dimension from 96'-0" to read 96'-4". 3.06 (Refer to Column Grid 37-38 and 41-42) Change dimension from 30'-8" to read 31'-0". 3.06 (Refer to dimension between Column Grid 37, to Wand V to 42) Change dimension from 96'-0" to read 96'-4". 3.06 (Refer to Columns G-17, G-18 and G-19) Delete caisson mark C2 and T.O. caisson el. 1.50'. 3.06 Change Note: T.O. Cast-In-Place Column El. 11.46' to read "See Sheet 3.03 for T.O. Caisson and T.O. Cast-In- Place Column El." 3.06 (Refer to Title) Change title from "Foundation Plan Ground Floor Zone F" to read "Foundat ion Pl an Ground Floor Zone F Alternate". HlM 90007.00 THE NEW MONROE COUNTY DETENTION CENTER 00904-3 BID GROUP ONE ADDENDUM #4-JUlY 2, 1991 DOCUMENT 00904 Drawinq No. 3.06 3.06 3.06 3.28 3.30 3.30 3.30 3.30 3.30 3.30 HLM 90007.00 ADDENDUM NO. 4 Revision At Ha-l7, delete caisson, cast-in-place column, caisson mark and T.O. caisson el. Add Column Center Line "Hb" 9'-0" southeast on Column Line "H" and parallel to Column Line "H". Add 36" round caisson and 30" round cast-in-place column at Hb-17. Caisson mark "Cl" and T.O. caisson el. 4.00'. Under "Concrete Notes" Item #3 add the following item: Structural Slabs: Strength - 5000 PSI Density - 145 PCF Under Cast-In-Place Concrete Column Schedule "Note 4", change: "Ha-17" to "Hb-17". Under Cast-In-Place Concrete Column Schedule, refer to: EE-20.6, Ex-20, Ex-20.6, Fb-20.08, Fb-20.6, Fx-20.08, Fx-20.6. Add: EE-20. Under Cast-In-Place Concrete Column Schedule, refer to: Fz-6.3, Fz-6.7, Ga-6.3, Ga-6.7'. Add: H'-16.9. Under Cast-In-Place Concrete Column Schedule, change: Dx-19.8, EE-19.8, EE-20 to read Dx-19.8, EE-19.8. Under Cast-In-Place Concrete Column Schedule, under Dx- 19.8, EE-19.8 and Anchor Bolts, change: "See Detail 16 this Sheet" to read "See Detail 14 this Sheet" Under Cast-In-Place Concrete Column Schedule, under Dx- 19.8, EE-19.8 and Anchor Bolts, change: 6-1" round A36 to read 4-1" round A36. . THE NEW MONROE COUNTY DETENTION CENTER 00904-4 BID GROUP ONE ADDENDUM #4-JULY 2, 1991 DOCUMENT 00904 ADDENDUM NO. 4 B. Revised Full-Size Drawings: The following are listed as part of this Addendum. All have been previously issued and are dated July 2, 1991. DRAWING NUMBER 1.03 1.06 1.08 1.18 3.01 3.05 3.31 Illli PRELIMINARY SITE LAYOUT - CENTRAL ROUGH GRADING AND DRAINAGE - CENTRAL SITE UTILITIES - CENTRAL CIVIL DETAILS FOUNDATION PLAN GROUND FLOOR ZONE A FOUNDATION PLAN GROUND FLOOR ZONE E FOUNDATION SECTIONS AND DETAILS ****************** END OF ADDENDUM #4 HLM 90007.00 THE NEW MONROE COUNTY DETENTION CENTER 00904-5 . BID GROUP ONE ADDENDUM #4-JULY 2, 1991 SECTION 02100 SITE PREPARATION D. Additional obstructions exposed as the result of clearing operations shall be removed. E. Stockpile topsoil in available area as directed by the Construction Manager. ~.:"~i~"~l;"^'!'~S~..~P.~I.~y~,.^"t~"'irm.~'!!'M~'r...w!.b.,~,~,..J'~'Y.uW.r~...y..p~J..'m~.t.llIx.:'''<'~i-j~:~r.~i''':''..,............jS .'1 3.3 TREE REMOVAL/PROTECTION A. Remove trees and shrubs, except those indicated to remain. Removal includes new and old stumps of trees and their roots, unless doing so endangers the life of plant material to remain. B. Trees or shrubs which are to remain in the construction area shall be protected from damage and maintained in healthy condition throughout the construction process. C. . Protect the tops, trunks and roots of existing trees on project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwi se protected before any work is started; remove protection when directed. Do not permit heavy equi pment or stockpil es withi n branch spread. Remove i nterferi ng branches without injury to trunks. D. Trees and palms under 6" in diameter at 12" above finished grade, and plants indicated to remain which are destroyed or receive excessive damage during construction, shall be replaced in kind and size. E. Trees and palms over 6" in diameter at 12" above finished grade which are destroyed or receive excessive damage during construction sh~ll be replaced in kind and size, or the following value will be deducted from monies due the Contractor: 1. $18.00 per cross sectional area in inches at 12" above finish grade per trunk. A4 F. Refer to SectieA 02955 TREE RELOCATION. AI; 3.4 PROTECTION A4 A. Protect midden area from excavation. , c:falRage afld COflstructioA activity. ******************** END OF SECTION 02100 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02100-2 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02211 ROUGH GRADING PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Grade sub-soil and reform to grades, contours and levels. B. Rough grade for roadways, walks, curbs, gutters, parking areas, landscaped areas, and stormwater ponds. 1.2 EXISTING CONDITIONS A. Known underground, surface and aerial utility lines and buried objects are indicated on the Contract Documents. A.~ 1.3 PROTECTION A. Protect trees, plants and lawns, rock outcroppings and other features remaining as part of final landscaping. B. Protect bench marks and existing roads, and paving against damage from equipment and vehicular traffic. C. Protect aerial, surface, or underground utility lines or appurtenances which are to remain. D. Protect midden area from excavation. aFld aaFllage dt;lc tEl CC:jt;lipFllCFlt aFld vehieij1ar traffic. E. Repair damage. PART 2 - PRODUCTS 2.1 MATERIALS A. Excavated fill material: Soil free from roots, rocks larger than 3". and building debris. , B. Additional fill material: AASHTO Designation M145, soil c1assifiGation group. PART 3 - EXECUTION 3.1 PREPARATION A. Establish and identify required lines, levels, contours and datum. B. Identify and mark entire midden area. No excavation can occur in this area unless directed otherwise by the Construction Manager. C. Maintain bench marks, monuments and other reference points. Reestablish if disturbed or destroyed, at no cost to Owner. D. Before start of grading, notify all pertinent utility companies 48 hours prior to digging for location of underground utility lines. Establish the location and extent of utilities in the work areas. E. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles and contours indicated. Provide subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes between new elevations and existing grades. F. Grade surfaces to assure areas drain away from structures and to prevenot ponding and pockets of surface drainage. Provide subgrade surfaces free from irregular surface changes. HlM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02211-1 BID GROUP ONE ADDENDUM #4-JUlY 2,1991 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Excavate for structure and paved areas and stockpile subsoil on site. B. Shore and brace excavations as required. C. Place and compact fills to rough grade elevations. D. Dewater excavations. A4 Il~illilh~i';iii!!ittiemii~~j;q':;::ml~lige:::::::ii!f:::::mj:eggD:::::::~!!:i:f,: 1.2 REFERENCED STANDARDS A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. ASTM 01557 - Test for Moisture - Density Relationship of Soils Using 10 lb. Rammer in 18 Inch Drop. C. FOOT - Florida Department of Transportation - Roadway and Traffi c Design Standards. 1.3 SITE COMPACTION TESTING A. Testing of compacted fill materials will be performed by an independent testing laboratory appointed and paid for per requirements of Division 1. Testing will be performed so as to least encumber the performance of work. B. When portions of work are completed and ready for testing, notify the testing laboratory to perform density tests. Do not proceed with additional portions of work until results have been verified. C. If, during progress of work, tests indicate that compacted materials do not meet specified requirements, remove defective work, replace and retest at no cost to Owner. D. Ensure compacted fills are tested before proceeding with pl~cement of surface materials. E. Testing Frequency 1. Building slab and paved areas: Minimum one test per 2500 sf per 1 i ft. 1. 4 SUBMITTALS A. Submit minimum 10 pound samples of each type of fill material to be used. Provide samples to testing laboratory, packed tightly in containers to prevent contamination. B. If recent test results are available for fill materials to be used, disregard samp1 es submi ssi on and submit such test results to the testing laboratory. Such test results are to clearly indicate types of materials and composition, hardness, compactability and suitability for proposed usage. AI 1.5 PROTECTION A. Protect trees remaining as part of final landscaping. B. Protect bench marks and existing roads and paving against damage from equipment and vehicular or foot traffic. C. Protect midden area from excavation and damage. from e~iji~mcAt aAd vehieij1ar er feet traffie. D. Protect excavations by shoring, bracing, sheet piling, underpinning, or other methods, as required to prevent cave-ins or loose dirt from falling into excavations. HlM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02222-1 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES E. Notify Architect of unexpected sub-surface conditions and discontinue work in area until Architect provides notification to resume work. F. Grade around excavations to prevent surface water run-off into excavated areas. PART 2 - PRODUCTS 2.1 FILL MATERIALS A. Granular Fill: 1. Gravel: Angular pit run crushed natural stone; free from shale, clay, friable materials, and debris; graded within the following limits: Sieve Size % Passino 2" 1" 3/4" 5/8" 3/8" No. 4 No. 16 No. 40 No. 200 100 95 95 to 100 75 to 100 55 to 85 35 to 60 15 to 35 10 to 25 . 5 to 10 2. Pea Gravel: Cl ean natural stone; free from cl ay, shale and organic matter; 1/41. to 1/2". 3. Sand: Clean natural river or bank sand; free from silt, clay, loam, friable or soluble materials, and organic matter; graded within the following limits: Sieve Size % Passino No. 4 100 No. 14 10 to 100 No. 48 15 to 90 No. 100 4 to 30 No. 200 o to 5 B. On Site Soils: Limerock material excavated from the site sufficiently crushed to individual fragment sizes no greater than 2" in size. C. Fill Under Future Landscaped Areas: Free from alkali, salt, petroleum products. Use sub-soil excavated from site only if conforming to specified requirements. Silt material excavated from the site is not acceptable for use in this area. PART 3 - EXECUTION 3.1 PREPARATION AND LAYOUT A. Establish extent of excavation by area and elevation; designate and identify datum elevation. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02222-2 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES AI. AI! B. Set required lines and levels. C. Maintain bench marks, monuments and other reference points. D. Proofro11 all building slab and paved areas with a large vibratory roller (Dynapac CA-25 or equivalent). E. Proofro11 ing of the structure and paved areas shall consist of at least eight overlapping passes and shall be observed by the testing laboratory. F. Materials which yield excessively during the proofro11ing should be undercut and replaced with compacted granular or on-site soil fill. The test i ng 1 aboratory shall recommend the nature and extent of remedial work. Proofro11ing shall continue for the required number of passes until the soil at a depth of 12 inches below grade has attained a minimum density of 98% of the modified proctor maximum dry density. C. Preefre1liRg shall Rat eCCijr withiR the middeR area. H. Where paved areas occur with in the mi dden, the...~.r.E!.~". sha 11 be preloaded. Install three settlement p1ae:s pmgEg:~. in the area in accordance with FOOT Index No. 540. Place fl1l materla1 over the area to 5 feet above existing grades. Settlement measurements shall be taken by the testing lab at 1 east once a week. When the testing laboratory is satisfied that settlement has decreased to an acceptable 3.2 EXCAVATION A. Excavate sub:"soil in accordance with lines and levels required for construction of the work, and five feet beyond limits of building slab and paved areas. Excavation limits to include space for forms, bracing and shoring, applying waterproofing and to permit inspection. B. Do additional excavation only by written authorization of Architect. C. Machine slope banks. D. Hand trim excavations and leave free of loose or organic matter. E. Correct unauthorized excavation as directed, at no cost to Owner. F. Stockpile excavated sub-soil for re-use where directed. Remove excess or unsuitable excavated sub-soil from site. G. Removal of boulders or buried rock in excess of 1/2 cubic yard may be authorized as an extra. Other work is deemed to be within the scope of this Project. H. Coordinate with cassion work for special requirements and arrangements regarding excavation to rough out elevations. I. Do not disturb soil within branch spread of existing trees or shrubs that are to remain. J. If necessary to excavate through roots, perform work by hand and cut roots with a sharp ax. II. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02222-3 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES AI: K. Q~~!~Xx:Y~!19n~wi11 be required at all Biji1diAg slab aRe paves areas wRe'te.td:rtat!tale.o to remove the s i 1 t and peat 1 ayer found about 4 to 5 feef':';';h;';e'ro~t';';ex:rsting grades. The unsuitable silt and peat material shall be. removed and backfilled with compacted granular or on-site soil fi 11. Refer to Geotechni ca 1 Report prepared by Westinghouse Environmental and Geotechnical Services Inc. dated January 15, 1991 for informationo regarding the location and depth of the silt/peat 1 ayer . l. Where paved areas occur within the midden, no excavation will be allowed below existing grade. 3.3 BACKFILLING A. Stockpile fill materials in area(s) designated. B. Ensure areas to be backfilled are free from debris. C. 00 not backfill over existing sub-grade surfaces which are porous, wet or spongy. D. Compact existing sub-grade surfaces if densities are not equal to that required for backfill materials. E. Cut out soft areas of existing sub-grade. Backfill with granular or on site soil and fill compact to required density. F. Backfill areas to rough grades, contours, levels and elevations. G. Backfill systematically and as early as possible to allow maximum time for natural settlement and compaction. H. Place and compact fill materials in continuous layers not exceeding 6" loose depth. Use a method so as not to disturb or damage foundation waterproofing. I. Maintain optimum moisture .content of backfill materials to attain required compaction density. 3.4 FILL TYPES AND COMPACTION , A. Fill Under Building Slab and Paved Areas: On-site soil or granular fill to rough grade elevations. Extend a minimum of five feet beyond the limits of the building slab and paved areas. Compact to 98% modified proctor per ASTM 0-1557. B. Future Landscaped Areas: Fill under landscaped areas to rough grade elevations. Compact to 90% Modified Proctor per ASTM 0-1557. 3.5 SURPLUS MATERIALS A. Remove surplus earth materials from site as directed by Construction Manager. B. Leave stockpile areas completely free of all excess fill materials. ******************** END OF SECTION 02222 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02222-4 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Drilling and excavating of shafts for drilled caissons. 2. Drilling of percussion test holes in bottom of drilled caissons. 3. Cleaning of drilled caisson bottoms and sockets. 4. Test caisson. 5. Steel casings and liners. 6. Drilling mud. 7. Reinforcing and dowels from drilled caissons into walls, grade beams, slabs and columns. 8. Concrete and concreting of drilled caissons. 9. Disposal of excavated materials. B. Related Sections: 1. DIVISION ZERO - INFORMATION AVAILABLE TO BIDDERS: SUBSURFACE INVESTIGATION DATA. 2. DIVISION ONE - TESTING LABORATORY SERVICES 3. SECTION 02222 - EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURES 4. SECTION 03300 - CAST-IN-PLACE CONCRETE 1.2 REFERENCES A. Provide and maintain one copy at the site of all referenced publications for use by site and inspection personnel. B. ACI 301 - Specifications for Structural Concrete for Buildings. C. ACI 315 - Details and Detailing of Concrete Reinforcement. D. ACI 318 - Building Code Requirements for Reinforced Concrete. E. EP-15 - ACI Field Reference Manual: Specifications for Structural Concrete for Buildings with selected ACI and ASTM References. F. eRSI - Recommended Practice for Placing Reinforcing Bars. 1.3 MEASUREMENT AND PAYMENT A. Basis of Bids: Bids shall be based on the number of drilled caissons, length from top elevation to bottom of the shaft and the diameter of the shaft, as shown on the Drawings. B. No payment will be made for drilled caisson construction not represented by a submitted report verified by the testing agency. C. Basis for Payment: 1. Payment for drilled caissons will be made on the actual net volume of drilled caissons in place and accepted. The actual length may vary to coincide with the elevations where the compentent limerock is encountered. Adj ustments to the Contract Sum will be made on the o basis of the over and under depth differences of the drilled caissons, HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-1 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS between those shown on the Drawings and those in the actual installed work, in aggregate for all drilled caisson installed. 2. There will be no additional compensation for excavation, concrete fill, reinforcing, casings or other costs due to unauthorized over excavating shafts in any dimension. No payment will be made for rejected drilled caissons. 3. There will be no additional compensation for excavation from present grade to top of drilled caisson if drilled caisson work proceeds before site work excavation and grading is complete. 4. Excavated materials will be classified in accordance with the following. Adjustments to the Contract Sum will be made in accordance wi th uni t pri ces for greater or 1 esser quant it i es of material s. a. Normal excavation is defined as materials encountered between top of competant limerock and top of drilled caissons excluding obstructions. b. Limerock excavation is defined as material encounter~d between founding level and top of competant limerock elevation. All soil-filled cavities, limerock fragments and voids included in the limerock excavation area shall be considered limerock for the full volume of the shaft from the initial contact with limerock for payment purposes. Payment will be based on the total lengths for drilled caissons in soils and limerock, for each drilled caisson diameter. Top of competant limerock elevation is determined by testing agency's geotechnical engineer. 5. Payment for obstructions as defined herein will be for the volume of caissons within the vertical limits of the obstructions only. The top and bottom 1 imits of the obstructions will be measured by the testing agency. The payment volume will be the caisson cross-sectional area as shown on the Contract Documents times the height between the upper and lower 1 imits of the obstruction as measured by the testing agency. 1.4 UNIT PRICES A. Refer to Division One for scope of units prices required of items specified under this section. Ai B. Unit prices (established on the Bid Form) will apply in the event additions to or deductions from the Work are required and authorized by a written order from the Architect to Contractor. 1. Unit price is to be the same for overrun and underrun within first 20% of indicated nil length and is to include drilling, casing and removal, reinforcing steel and concrete. 2. Unit prices quoted shall include full compensation for labor, materials, tools, equipment and incidentals required for excavation, trimming, shoring, casings, drilling mud and other necessary items for complete installation. 1.5 SUBMITTALS A. Submit concrete materials test reports for materials proposed for use in concrete mixes. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-2 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS B. Submit daily preliminary drilled caissons report by Testing Agency of actual elevation of top of 1imerock and bottom of caisson, and top of caisson. C. Submit concrete design mix reports, listing all mixes required and their respective test results. D. Submit Shop Drawings for fabrication bending and placement of concrete reinforcement. Include all accessories required to support reinforcement. E. Submit Installer Qualifications. F. Submit load test results signed and sealed by Testing Agency's geotechnical engineer. G. Signed and sealed certification letter from Testing Agency's geotechnical engineer stating drilled caissons as installed will resist the required designed loads. H. Submit surveyor qualifications and experience records. I. Submit copies of manufacturer's product data and printed instructions for each manufactured product. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Specializing in drilled caisson construction. Demonstrate experience working in similar soil, rock, and water conditions, shaft sizes, and special techniques, with at least three years of successful installation of caissons. B. Survey Work: 1. Engage a State of Flori da reg i stered Surveyor acceptable to the Construction Manager, to perform surveys,layouts, and measurements for drilled caisson work. The Surveyor shall conduct the layout work for each dri 11 ed ca is son to the 1 i nes and 1 eve 1 s requ i red before excavation, and shall record the actual measurements of each drilled caissons horizontal axial location, shaft diameter, bottom and top elevations, and deviations from specified tolerances. 2. The Surveyor shall record and maintain information pertinent to each drilled caisson and cooperate with other testing and inspection personnel to provide data for required reports. C. Caisson Installation Approval: 1. Testing Agency shall employ the services of a professional engineer experienced in soil mechanics (Geotechnical Engineer) registered in the State of Florida. This engineer will certify that caissons have been installed under his supervision and that caissons will resist the required design loads as installed. 1.7 JOB CONDITIONS A. Subsurface investigations have been performed and results are available from the office of the Construction Manager as specified in Division Zero. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-3 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS B. Additional test borings and other exploratory operations may be made by the Contractor at no increase to the Contract Sum, provided such operations are acceptable to the Owner and Architect. C. Examination of Site: 1. Visit and examine the site and take into consideration conditions that may affect the Work. PART 2 - PRODUCTS 2.1 MATERIALS A. Concrete, and related materials: As specified in Section 03300 and amended to meet the requirements specified below: 1. Portland cement: ASTM C-150, Type II. B. Reinforcement: As specified in Section 03200. C. Concrete proportioning: As specified in Section 03300 and amended below: 1. Cement content: 658 pounds per cubic yard. 2. Fly ash: Replace 22 percent of cement with fly ash at a ratio of one pound of fly ash for everyone pound of cement removed. 3. Water to cement ratio: .48 maximum. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine the areas and conditions under which drilled caissons are to be install ed. B. Do not proceed with the work until unsatisfactory conditions have been corrected. C. Commencement of work means acceptance of conditions. 3.2 GENERAL A. Perform concrete work in accordance with ACI 301. At B. Excavation shall be free of water aRe loose material. At: C. De Ret place el"illea caisseR eeRCl"ctel:lflael" \.'atcr. 3.3 EXCAVATION A. Excavate holes for drilled caissons to the required elevation based on 1imerock socket required as shown on the Drawings. B. Drilled caisson design and dimensions shown are based on the assumed unit skin friction. If the load test shows that the competent 1imerock is not capable of maintaining the unit skin friction assumed, the foundation HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-4 BID GROUP ONE ADDENDUM #4-JULY 2,1991 AI: ~~ ....,:4: A~ A4 SECTION 02385 DRILLED CAISSONS system will be revised as directed by the Architect. If the load test shows that a higher unit skin friction may be used, a reduction in shaft length may be directed by the Architect. Revisions to payment will be made in accordance with the General Conditions relative to changes in the Work. C. If required, install casings or use drilling mud as excavation proceeds so that earth walls are maintained without spa11ing into the shaft and water is excluded from shaft. D. Drill through soil overburden and 1imerock, through the deepest level of voids or soil filled cavities or sections of decomposed 1imerock, to the design bottom of caisson indicated on the Drawings, or as directed by the Geotechnical Engineer in the field. Provide shafts and sockets with diameters least equal to that indicated on Drawings. E. Locate centerline of drilled caisson to be on centerline of bearing construction, unless otherwise indicated on the Drawings. 1. Do not exceed the following tolerances: Shaft centerline location: ~1~~jJ. inch maximum variation from plan location. Shaft variation to p1Tirilb':">> 1 inch in 10 feet for full depth (with maximum of 4 inches). 2. If above tolerances are exceeded, provide additional or corrective construction. Submit proposed corrective construction methods to the Architect for review before proceeding. 3. The minimum center-to-center spacing between drilled caissons proposed by the Contractor for correct i ve work sha 11 be three times the diameter of the drilled caisson. F. Installation Equipment: 1. Form by means of a power driven rotary foundation dril1ingo rig. Provide and maintain equipment in first class condition and operable at all times. 2. Provide equipment capable of penetrating very dense 1imerock'with the maximum size shaft. a. Equipment: Able to impress a minimum total weight to the Auger of iiUi\f*j&~-~E"~" ti. A......'T...;...'.r.iRfRfRifiRl SQ, gQO feetel:lAels sf tet" I:le te the Ke 11 . bat". ti:i:::l~j:j;::ol;:l:'nj}Ijj:::~qij:J:p.min~:;;:::::::::::::;~a~mi.;::::::~~;:::J:mprg:$:$::j::::~::::::m&:lmijiJf:::::tP~jrF:::::W~l:9:gl::i:ItJ.q .............,......I.b.g::::jijgg:r:::::9it:gp:;:~Q:jjn:~$:~:::Ip.y::;::j:::::qQmP:l::ij:i.t:1:Q:!t:::gf:tJfigJ::J:yj;:::.~~ij:]~g:1:9ij!::::::~ijq 1IIIlilillll'II.I.III~I.llljliIIRQj~tj::~::)::.rnlJ}:j.rnHnt::BE:::::i!::~:QQg::::::t;9gH::B9:gn2:~:::::::9i G. Obstructions: 1. If rock, boulders or other unforeseen obstructions are encountered which cannot be removed by standard drilled caisson excavation methods and if such obstructions are not indicated by available subsurface data, removal of such obstructions will be paid for in accordance with terms of the Contract re1 ative to changes in the work. Standard excavation methods include conventional earth auger, pengo bit, stepped taper bit, teeth on auger or other attachments to auger. 2. Remove such obstructions by hand labor using air-powered tools, core barrels with drilled caisson drilling equipment or other safe methods recognized in the construction industry. The Testing Agency will observe obstruction excavation and determine volume of obstruction HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-5 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS excavation involved at the time the work takes place. 3. Where possible, return to standard excavation' methods after obstruction is removed. Al.: H. Demolish and remove rock, boulders, concrete, masonry and other subsurface obstructions which are indicated by the Contract Documents, or the available subsurface exploration data. I. Shaft Liners or Casings: 1. In drilling the caissons, securely protect the earth walls against cave-ins and displacement of the surrounding earth by means of steel cylinder liners or casings. Use liners or casings to line holes, .~.D.l~~.$....,P~r!'!1Jssion is granted for their omission by. the PrefessieFlal ~Qt~ijdi:;b.ilj Engi neer. 2. ifiiii'p.c)"r'ii'f.)/'......Eas i ngs may be 1 eft in place or may be withdrawn as the concrete is p1 aced above competent 1 imerock, at the Contractor's option. 3. Below competent 1imerock, temporary casings must be withdrawn as the concrete is placed. Permanent casings are not allowed below competent 1 imerock. 4. If removable steel 1 iners are used, they may be withdrawn as the concrete is being placed providing the bottom of the liner is a minimum of 5 feet below the top of concrete. Maintain a sufficient head of concrete to prevent a reduction in the diameter of the drilled caisson shaft due to earth pressure on the fresh concrete and to prevent extraneous material from falling in from the sides and mixing with the fresh concrete. ..-....~: J . Dr i 11 i ng Mud: ,'.',............w...,...,.............,.,..'..,............ 0 1. Previde Mil9jJ$e.t:u.s.~a to maintain the stability ofothe shaft excavation te ex,l 'iiife--...'T'rC"e......;;;/a-ler and allow the proper placement of concrete. 2. Prior to placing concrete in each excavation, take samples to ensure that heavily contaminated drilling mud, which would impair the free flow of concrete from the tremie pipe, has not accumulated at the bottom of the shaft. Take samples one foot from the bottom the hole. The density of the drilling mud in the excavation prior to concreting shall be within the required limits. K. Depth of rock socket: Bottom of caisson elevations indicated on the Drawings are for bidding purposes. Actual elevations will be determined by the geotechnical engineer and the Architect. L. No payment will be made for the extra length, when drilled caisson shafts are excavated to a greater depth than required or authorized by the geotechnical engineer, due to overdri11ing by the Contractor. Complete the dri 11 ed ca i sson and fi 11 the extra depth wi th concrete, i f all other conditions are satisfactory. Over excavated shafts will be measured and paid for to the original design or authorized depth. M. Take precautions to maintain a safe operation in connection with drilled caisson installation. Provisions for adequate protection to persons and property shall comply with applicable requirements Qf governing authorities having jurisdiction. N. Remove excavated material and dispose of as directed by Construction HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-6 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS Manager. 3.4 PERMANENT STEEL CASINGS: CONTRACTOR OPTION Al~ A. Provide above competent limerock. B. Provide casings of sufficient strength to withstand handling stresses and pressures from surrounding soil and water or concrete inside. Provide casings with inside clear diameter not less than the diameter of the drilled caisson shaft. C. Steel Pipe Casings: 1. Watertight, strength to withstand stresses and pressure of concrete, surrounding earth and backfill. 2. Casings may be delivered in section of any convenient length. Connect sections by continuous penetration welds during placement into the drilled caisson shaft excavation. ' 3. DesigA the eattalR eage af the lai:est casiAg scctiaA to In'avide a tijttiAg shoe fEll" ~eAetratiAg iAta 1 ilRcreck strata aRd affeetiRg a water seal. D. Corrugated Steel Casings: 1. Watertight, strength to withstand stresses and pressure of concrete, surrounding earth and backfill. 2. Provide corrugated steel casings formed of galvanized or bituminous coated steel sheets. 3. Corrugated cas i ngs may be deli vered in any conven i ent sect i on of panel, with sections or panels field-connected in accordance with the manufacturer's instructions. 0 4. DesigA the eattalR edge af the le\Jcst casiAg sectiElA ta ~reviele a cyttiAg shee for j:!eActratiAg iAte lilRerock strata aRd affectiAg a water seal. E. Install permanent steel casing as excavation work progresses and as required to ensure the stability of drilled caisson shaft walls. Remove and replace or repair casings which are damaged during installation and which could impair the strength of efficiency of the completed drilled caisson. Ii. 3 . 5 DR I LL I NG MUD:~i;~:j~;iiM~~JtI~ill~g~e:::i:~~i::J,~~ A. Premix drilling mud thoroughly with clean potable water prior to its introduction into the shaft excavation. B. Test drilling mud for density using the mud density balance. Density to be between 66 and 75 pounds per cubic foot. C. Dispose of drilling mud off-site. Al.: ~if:i;:ji~;iii;I~:i;;iil::;rip,imj~:ijrnl=jji:i:i:ji:1ijii:l::nl~~::::m9g(~i 3.6 REINFORCING STEEL AND DOWELS A. Install in accordance with ACI 315 and CRSI "Recommended Practice for Placing Reinforcing Bars". HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-7 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS B. Before placing, clean reinforcing steel and dowels of loose rust, scale, dirt, grease and other material which impair bond. C. Fabricate and erect reinforcing cages in shafts as one continuous unit. Place reinforcement symmetrically about axis of hole and hold in position during concrete placement providing minimum 6 inches of concrete cover. D. Use templates to set anchor bolts, dowels, 1 eve 1 i ng plates and other accessories. Provide blocking and holding devices to maintain required position during concrete placement. ' E. As casing is withdrawn, take care to ensure reinforcement is not disturbed or exposed to the surrounding soil. Securely attach spacers, capable of sliding on the casing, to the reinforcement. F. Protect exposed ends of dowels and anchor bolts from mechanical damage and exposure to the weather. 3.7 CONCRETE PLACEMENT A. Special observation is required during placement of concrete to ensure the drilled caisson is installed without cavities and extraneous material and to ensure minimum diameter is maintained. B. Fill drilled caisson with concrete immediately after inspection and approval by the Testing Agency and the Architect. Use protection sheets cut out to receive concrete over excavation openings, extending at least 12 inches beyond edge in all directions. C. Pl ace concrete cont i nuous 1 y without interrupt i on and in a smooth flow without segregating the mixed materials. D. Pl ace excess concrete where temporary cas i ngs are used to allow for anticipated slump due to casing removal. E. Concrete shall be placed by tremie method such as gravity flow through a vert i ca 1 pi pe of suffi ci ent 1 ength to reach the bottom of the dri 11 ed caisson. Control placement operations to ensure that the tremie is not broken during continuous placing from bottom to top. Maintain bottom of tremie below top of concrete. F. Vi brate the top 15 feet of the drill ed caisson concrete. G. Remove segregated concrete and laitance as the concrete placement for each drilled caisson is.being completed, to achieve a continuous column of good quality concrete up to design cut-off elevation. H. Place drilled caisson concrete monolithically. If a construction joint is unavoidable, leave the resulting shaft surface approximately level and insert additional dowels as required by Architect. Before completing the drilled caisson with a subsequent concrete placement, roughen and clean the joint surface and slush with a 1 to 1 cement grout. I. Stop the concrete placement at the cut-off elevation, screed off true and level and apply a scoured, rough finish, unless otherwise indicated. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-8 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS Where cut-off elevation is above ground elevation, form the top section above grade and extend the shaft to the required elevation. J. Hot Weather Placing: 1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in accordance with ACI 305 and as herein specified. 2. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature provided the water equivalent of the ice is calculated to the total amount of mixing water. 3. P1 ace concrete immedi ate1y upon del i very. Keep exposed concrete surfaces and formed shaft extensions moist by fog sprays, wet burlap or other effective means. 4. 00 not use retarding admixtures unless approved in writing by the Architect. 3.8 FIELD QUALITY CONTROL A. The Contractor is responsible for quality control. 1. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. B. Quality Control Monitoring: 1. Refer to Division One - Testing Laboratory Services. 2. The Owner wi 11 emp~ oy a Test i ng Agency to perform fi e 1 d qual i ty control tests for concrete and monitor drilled caisson installation. , 3. The Owner's Testing Agency will employ a qualified professional Geotechnical Engineer registered in the State of Florida who will observe caissons drilling, cleaning, concreting work and determine bottom elevation of caisson. C. Drilled Caisson Reports 1. Records shall be maintained by both the Testing Agency and the Contractor for each installed drilled caisson. 2. Assi st the Testing Agency maki ng the necessary measurements and observations, and maintain Contractor's records as required for preparation and submission of complete reports on drilled caisson construct ion. Submi t a separate report for each dri 11 ed caisson. Submit each report within a period of ten days after final concreting. 3. As a minimum, include the following information on each caisson: a. Identification of drilled caisson by number, type and location. b. Type of equipment used. c. Times when drilled caisson excavation was started and completed. d. Design and actual shaft diameters drilled. e. Ground elevation at drilled caisson location. f. Design and actual elevation of top and bottom of drilled caisson. g. Assumed (design) elevation of top of compentent limerock at drilled caisson location. h. Actual elevation of top of compentent 1imerock. i. Design and actual elevations to top and bottom of drilled caisson HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-9 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02385 DRILLED CAISSONS Af socket. j. Volumes of soil and rock excavated. k. lengths of probe hole drilled, and time to drill each foot. The depths and thicknesses of any soft seams. 1. Levelness of shaft bottom. m. Statement of type, length, diameter and elevation of any casing permanently installed in the excavation. n. Groundwater conditions. o. Date when excavation was approved for installation of concrete. p. Date when concret i ng was performed. I nc 1 ude any delays in concreting and report construction joints in shafts. q. Quantity of concrete used, including amounts over or under design volume. r. Date when drilled caisson construction was completed. s. Centerline location at top of drilled caisson. t. Variation of shaft from plumb. u. Remarks on unique or unusual events or circumstances concerning drilled caisson installation. v. Report weather conditions and temperature. D. Inspection and Testing 1. Contractor shall install and load test one test caisson in a location acceptable to the Architect. Test caisson conditions shall be as similar as possible to actual caisson conditions. High early strength concrete may be used for the test caisson only. Install reaction caissons as required to load test caisson to failure in tension. The Geotechnical Engineer will witness the test. Geotechnical Engineer will determine actual unit skin friction. Do not use test caisson or reaction ocaissons in the Work. 2. The Testing Agency will witness the placing of the concrete. .>>:.:.:->>:-:.x...-:-:-:.:.....:.x.:-:~.:.:.:.:.:.:.:.:.:.:.:.:......:.:.:.:...:.:.:.:.:.:...:.:.:.:.:...:.:.:.:.:-:.:.:.:.:~:.:-:.:.:-:.:-:.:.:.:.:.:.:.:.:.:.-.:.:.:.:.:.:.:-:-:-:....:.:.:.:.:...:..f..;.:.:.:. 3. ~; i ;~n:$.~otJ~~ll of a ~ n~~::m~,~!,:!:~:f:f::~rrt:~~i:::~!;~~DfR:fl;:~~~~ ~ri~ 1 :~ a i rtrack dri 11 to a depth of ten f~.~,~,...~.~...JI1.9..i.~.~.~.~,..~~.~~~~t...t~,~,...~.rHJ.~g ii:~:l:1:f:6.g:i:~:ii:~::::::~:~qfii::~1~~~~i:~~~~::;lr~i::f$'~i'~iil~i{=~lii:lilil~:ri;~1:9:i'~! geoliidli"fcal""'e'rl"~i,'riee'f""m'ay""'cirder""add,l,'orial'...df."l.l'lrig'.'.of...the...'dr i 11 ed caissons tou lower elevations. -....,.. 4. Drill the two-inch diameter test holes by air track drill rig from the ground surface. No observation of the test hole will be required, and the quality of limerock below the drilled caisson bottom will be judged from the time rate of percussion drilling and other observations such as dropping of rods. Clean the 1 imerock socket uAder water ~JitR a Br~sR sijbstitutiR~ for the auger Bit at the bottom af tAe al:fger ri g ke 11 ey, e€"..,..!?y.........~fr~.J.ffl.jJ....,~r,.,...t~~.h.!tj,..9.y.~,.....,.~.c;,c;,.~.pt~,QJ..~,.".".~.Q.......tb,.~ :ii~i;~;~:i:~~:i~~~~1:~~~~i~::::;~M~i:.:111'l;~i~1!;:j::;:::::gn9.::~;ij~U~:!It:!fi;'JJ::l!jtI!PR~f;gY~gII!fiiF A4. AI HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-10 BID GROUP ONE ADDENDUM #4-JUlY 2,1991 SECTION 02385 DRILLED CAISSONS a., Test concrete as per Section 03300 Cast-In-Place Concrete except that take four cylinders for every 100 cubic yards of concrete and not less than four cylinders on any given day. ******************** END OF SECTION 02385 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02385-11 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02510 ASPHALTIC CONCRETE PAVING B. Test Reports showi ng materi a 1 s to be used for base course meet specification requirements. 1.5 JOB CONDITIONS A. Give adequate advance notice to public municipalities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known by on-site inspection prior to commencing work that are indicated to be retained, as well as utility lines constructed during excavation operations. Repair if damaged, at no additional cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Construction Manager and Architect immediately. PART 2 - PRODUCTS 2.1 MATERIALS A. Asphaltic Concrete: 1. Asphaltic concrete pavement shall conform to FOOT Section 331, Type S-1 asphaltic concrete, except Section 331-6. 2. Prime and tack coats shall conform to FOOT Section 300 except Section 300-8 and 300-9. B. Soil Cement Base Material 1. Meet or exceed the requirements of F.D.O.T. Section 270-2. 2. Minimum 7 day compressive strength of 400 psi. c. Stabilizes Base CSijrse Materials 1. StaeiliziAg base cou~sc ffiate~ials shall cOAfe~ffi te FOOT SectioA 9H-:- D. Plant Methods and Equipment 1. Plant and methods of operation shall conform to FOOT Section 320. AI PART 3 - EXECUTION 3.1 PREPARATION A. Ensure site grading has brought subgrade to required compaction and elevations in accordance with Section 02211 - ROUGH GRADING and Section 02222 - EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES. 3.2 INSTALLATION A. Soil Cement Base 1~ All work shall conform to FOOT Section 270 except Sections 2QQ 1~ 171~11. and 200 15 a7Q~15. B. Pri me....~.a.n~a..wTack Coat .................................... 1. All work shall conform to FOOT Section 300 except Sections 300-8 and 300-9. C. Placement of Asphaltic Concrete 1. All work shall conform to FOOT Section 320 and 330 except Section 330-15. ' ******************** END OF SECTION 02510 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02510-2 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02644 WATER MAINS 3.4 DISINFECTION A. After satisfactory hydrostatic test is obtained and before the water distribution system is placed in service it shall be disinfected in accordance with AWWA Specification C601 and C651,(tablet method alone is not acceptable}; and, its disinfection shall be demonstrated by bacteriological tests conducted in accordance with "Standard Methods for Examination of Water and Sewage" for the coliaerogenes group, by an approved laboratory, acceptable to the County Health Department having jurisdiction. B. The chlorine treated water shall remain in the main at least 24 hours, and at the end of that time the chlorine residual at pipe extremities and other representative points shall be at least 10 ppm. If the chlorine residual shall be less than 10 ppm, at the end of 24 hours further application of chlorine shall be made and the retention period repeated until the required 10 ppm residual is obtained. C. Following chlorination, all treated water shall be thoroughly flushed from the main until the replacement water throughout its length shall upon test, both chemically and bacteriologically, be proven equal to the water quality in the source water supply system. D. Should the initial treatment of all or any section of the mains, in the opinion of the governing agency or Architect prove ineffective; the chlorination procedure shall be repeated until confirmed tests show that water sampled from the new mains conforms to the foregoing requirements. 3.5 CONNECTION TO EXISTING SYSTEM A. All connections to existing mains shall be made after complete di s infect i on of the proposed system and shall be made under the direction of the Owner's of the existing system. Valves separating the mains being installed from existing mains shall be operated by or under the direction of said Owner's Representative. B. In the event the Owner will be without water while a connection is being made, notify the Construction Manager and Architect in advance when the water will be turned off and when service will be resumed. The connections may have to be made at night or on weekends. A4 ******************** END OF SECTION 02644 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02644-7 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02685 GAS DISTRIBUTION SYSTEM PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Natural Gas System , 1. 2 QUALITY ASSURANCE A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site gas piping systems. B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for selection and payment. 1.3 JOB CONDITIONS A. Give adequate advance notice to public municipalities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known to the Contractor prior to excavation and that are indicated to be retained, as well as utility lines constructed during excavation operations and repair if damaged at no cost to the Owner. If utility lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Architect inunediately. Repair said damaged 1 ines inunediately and contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and the Architect prior to disruption of traffic flow due to excavation of road and walkways incidental to work of this Section. D. Barricade open excavations occurring as part of this work and post with warning lights. Operate warning lights as recommenqed by authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operation. Al.! :i::t~:mt::E~UB"'M:tmtit'i?~ -~~;,~giBi!:_t__R"!li! PART 2 - 'PRODUCTS 2.1 MATERIALS A. Per local Gas Company requirements. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02685-1 BID GROUP ONE ADDENDUM #4-JULY 2,1991 A4. SECTION 02685 GAS DISTRIBUTION SYSTEM PART 3 - EXECUTION 3.1 INSTALLATION A. Installation shall be per local Gas Company requirements. HLM 90007.00-1 ******************** END OF SECTION 02685 , , THE NEW MONROE COUNTY DETENTION CENTER 02685-2 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02730 SANITARY SEWERAGE PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Sanitary Sewer System 1.2 QUALITY ASSURANCE A. Work shall conform to National, State, County, City, and Institutional codes governing installation of site sewer systems. B. Testing lab: See Division One - TESTING LABORATORY SERVICES for selection, payment, and usage of this service. 1. 3 SUBM ITT ALS : A. Submit a letter of certification describing each sample for review certifying that the materials or equipment submitted complies with the requ i rements. The source of cert i fi cat ion shall be as approved by authority having jurisdiction. When statements on certificates originate with the manufacturer, endorse all claims and submit written cert ifi cat i on from the Contractor. No materi a 1 s or manufactured products shall be incorporated in the work prior to authority having jurisdiction receipt of such certification. Shop drawings shall also be submitted for all items covered in this section. B. Comply with requirements of Division One - PROJECT RECORD DOCUMENTS. Include the location of structures, and pipe invert elevations. C. Test Reports 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect materials of this Section and to protect installed work and materials of other trades. , B. Protect stored material furnished and accepted for the work intended. Excavated materials and backfill materi a 1 s sha 11 be kept free from dirt and foreign matter contamination. C. Access and storage areas shall be returned to normal usable condition at end of project. 1.5 JOB CONDITIONS A. Give adequate advance notice to publ ic municipal ities and private utility companies of proposed work. B. Protect existing utilities indicated or the location of which are made known by on-site inspection prior to excavation that are indicated to be retained, as well as utility lines constructed during excavation operations. Repair if damaged at no cost to the Owner. If util ity lines are encountered that were not indicated or that the Contractor was not made aware of after due diligence on his part, notify the Architect immediately. Repair said damaged lines immediately and contract price will be adjusted in accordance with the provisions of the Contract. C. Adequate advance notice shall be given interested governmental agencies and Architect prior to disruption of traffic flow due to installation of sanitary sewer system of this Section. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02730-1 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02730 SANITARY SEWERAGE 1.6 EXCAVATION AND BACKFILL A. All excavation, preparation of pipe bedding, backfilling and related work shall conform to the requirements of Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES. PART 2 - PRODUCTS 2.1 SANITARY SEWER A. PVC Pipe: 1. SDR35 type PSM conforming to ASTM 03034 for sewer service 4 inch and larger. 2 . Install ed in C1 ass I or C1 ass II embedment materi a 1 in accordance wi th ASTM 02321. B. Ductile Iron Pipe: 1. Conform to ANSI A21.51, Class 53 with bituminous coating on outside surface. The interior surface of all ductile iron sewer pipe with a nominal diameter of eight inches (8") and larger: lined with virgin polyethylene compounded with carbon black to resist exposure to ultraviolet rays during open air storage. The lining shall comply with ASTM 01248 latest revision. The polyethylene shall be fused to the pipe with heat in accordance with the manufacturer's recommendations to form a tightly bonded lining approximately forty mils thick, extending from the spigot end to the gasket seat in the bell socket. 2. Joints: conform to ANSI A21.11 push-on or mechanical joints, plain tip neoprene gaskets unless noted otherwise. C. Pipe Adapter: , , 1. Donut pipe adapter: manufactured from virgin polyvinyl chloride or polyurethane adaptable to similar or dissimilar pipes of the same or different sizes. Donuts: equal to FERNCO JOINT SEALER COMPANY, DICKEY COMPANY, or as approved by local plumbing codes. 2.2 SERVICE CONNECTIONS A. Openings for connections to sewers: as indicated. Standard wye branch or tee shall be used. Openings: placed approximately 300up from hori zonta 1 pos i t ion, never in avert i ca 1 pos it ion. Pl ace and tamp concrete with a compressive strength of 3000 pounds per square inch at 28 days around connections for rigid pipe. Close the opening with a suitable water tight stopper. The joint to receive plug or riser pipe shall be compression type. B. The wye branches or openings shall be fitted with long radius elbow and extension made therefrom. No wye or opening or extension shall be covered with earth until its location has been recorded. C. Furnish and place pipe risers extending from the branch openings of the sewers up to within 8'-0" of the grade or to intercept existing building connections. These risers shall be laid up and held in place in a substantial manner and surrounded by concrete with a compressive strength of 3000 pounds per square inch at 28 days or angular 1/4" to 1-1/2" graded stone. Openings in the top of riser pipes not connected HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02730-2 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02730 SANITARY SEWERAGE to live leads shall be closed by means of water tight stoppers that are capable of withstanding an air test. D. Install pipe with approved compression type joints to within 5'.0" of the building. leads: laid on a minimum uniform slope of 1/8" per foot unless a slope is indicated on the Drawings. Provide a temporary plug at the end of pipe until the building waste system can be connected to the sanitary sewer. A4: PART 3 - EXECUTION 3.1 CONCRETE ENCASEMENT A. Provide concrete encasement using concrete with a compressive strength of 2500 pounds per square inch at 28 days where: 1. The sewer or service pipe shall have less than 2'-6" of cover between the top of the pipe and the rough grade elevation or ground line. 2. The saAitary sewer sr serviee ~ipe eresses e~er, or at a depth whieh pravides less thaA l' 6" clear distaAce ~et~ecA pipes wheA eressiAg ijAdcr ~ater maiRs. EAcasemeAt shall exteAd a miAim~m af lQ' Q" aA each side af the peiAt af cressiRg. 3. The lateral separatiClA af thc saRitary se',:er pipe aAd patab1e water pipiRg is less thaR 10' 0". 4. The points of beginning and ending of sewer, or service pipe encasement shall be not more than 6" from a pipe joint to protect the pipe from cracking due to uneven settlement of its foundation or the effects of superimposed live loads. AI A4 3.2 CONNECTIONS TO EXISTING SEWER STRUCTURES AND SEWERS A. Vari ous sewer 1 i nes shall be connected to exi st i ng manholes and structures which will require cutting into the existing structure. li ne dri 11 exi st i ng structure on 4" centers before breaki ng out concrete. Exercise care in cutting into the existing structure and any damage done to the structure shall be repaired at no expense to the Owner. 3.3 :it."''A; tl~ HlM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02730-3 BID GROUP ONE ADDENDUM #4-JUlY 2,1991 SECTION 02730 SANITARY SEWERAGE 3.4 TESTS, INSPECTION AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP A. Lamping of the completed sewer system as well as infiltration and exfiltration tests will be performed after complete backfilling and the 1 ayi ng of the roadway base. A fi na 1 inspect i on wi 11 be held after the roadway is completed to verify that the system has not been damaged. All lines and appurtenances not meeting specifications or reasonable standards shall be repaired or replaced. B. Each manhole or other appurtenance to the system shall be of the specified size and form, be watertight, neatly and substantially constructed with the top set permanently to exact position and grade. All repairs shown necessary by the inspection are to be made; broken or cracked pipe replaced; all deposits removed and the sewers left true to line and grade, entirely clean and ready for use. C. All sanitary sewers shall be lamped. The lamping will determine that the lines have been laid to accurate line and grade. Each section of the sewer is to show on examination from either end a full circle of light between manholes. D. Infiltration and Exfiltration Testing: 1. All sanitary sewers shall be subjected to an inffltration or exfiltration test, or a combination of same, prior to acceptance by the Owner and governmental authority. All sewers over 24" diameter shall be subjected to infiltration tests. 2. All sewers of 24" diameter or less, where the ground water level 5'-0" above the top of the sewer shall be subjected to infiltra- tion tests. 3. All sewers of 24" diameter or less, where the ground water level is less than 5'-0" above the top of th~ sewer shall be subjected exfiltration tests. , , 4. If an exfiltration test is performed, the maximum exfi1tration rate shall be the same as that permitted for infiltration. 5. For the purpose of exfi1tration testing, the internal water level shall be equal to the external water level plus 5'-0" as measured from the top of the pipe. E. Test PVC pipe for excessive deflection by passing a mandrel through the line. The mandrel shall be a "go/no go" type with a diameter equal to 95% of the inside diameter of the pipe. Any section of pipe not passing this test shall be excavated and installed properly. F. Within a reasonable length of time following pipe-laying and back- filling, complete all work necessary to perform testing. Perform all necessary preliminary tests and make all necessary repairs, including the repair of all visible leaks and cracks, and retests to ready the sewers for final inspection and witnessing of tests by the Owner or governmental agency. G. If a sewer fails to pass the previously described tests, the Contractor shall determine the location of the leaks, repair them and retest the sewer. The test. shall be repeated until satisfactory results are obtained. I. Method of testing and measurement shall be approved by the Governmental Agency. Provide necessary equipment and labor for making tests. . HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02730-4 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02730 SANITARY SEWERAGE J. Chemi ca 1 or cement grout i ng will not be cons i dered an acceptable method of repairing leaking pipe, joints, or structural failures, except where specifically approved by the Governmental Agency. K. Where ground water conditions require dewatering operations in order to construct sewers of 24" diameter or smaller, perform preliminary exfiltration tests after backfilling and while the dewatering equipment is still operating. L. Where preliminary acceptance tests have been performed shortly after sewer construction, such tests will not automatically result in acceptance of the sewer. Final acceptance will not be considered until after a reasonable length of time following pipe laying and backfilling to allow as much as possible for development of the earth load on the pipe. M. Maximum allowable infiltration shall not exceed 100 gallons per inch of diameter per mile of pipe per 24 hours for the overall project. Maximum allowable infiltration shall not exceed 200 gallons per inch of diameter per mile of pipe per 24 hours for any individual run between manholes. 3.5 CLEAN UP A. Upon completion of work of this section, leave all components of the sewage system completely free of silt, debris and obstructions. ******************** END OF SECTION 02730 HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02730-5 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING (ALTERNATE) PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. Sub-grade preparation. B. Concrete paving with reinforcement. 1. 2 ALTERNATE A. Refer to Document 0 and Division One for Alternate Number 5-01 for Asphalt Paving. 1.3 INSPECTION AND TESTING A. Inspection and testing of concrete will be performed by Testing Laboratory in accordance with Division One. B. Three (3) concrete test cylinders will be taken for every 75 or less cu. yds. of concrete placed. C. One (1) slump test will be taken for each set of test cylinders taken. PART 2 - PRODUCTS 2.1 LIMEROCK BASE MATERIAL A. Material shall meet the requirements of FOOT Section 911 except 97% shall pass the 3-1/2" sieve and shall contain no more than 0.5% organic material or objectionable matter as defined in Section 911.5 2.2 CONCRETE MATERIALS A. Portland Cement: ASTM C150; normal-type I. B. Fine and Coarse Aggregates: ASTM C33. C. Water: Clean and free from injurious amounts of oil, matter, or other deleterious material. D. Air Entrainment: ASTM C260. , , alkali, organic 2.3 REINFORCEMENT A. Reinforcing Steel: 60 ksi yield strength; deformed billet steel bars; ASTM A615; plain finish; #5 size. 2.4 FORMWORK AND ACCESSORIES A. Formwork: Matched, tight fitting and adequately stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of concrete. B. Joint Filler: Minimum 1/2 inch thick asphaltic impregnated fiberboard. C. Concrete Curing Compound: Chlorinated rubber type; clear color; ASTM C308. 2.5 CONCRETE MIX A. Mix and proportion to produce minimum 3000 psi concrete at 7 days with maximum slump of 3 inches and 4 to 6 percent air entrainment. ASTM C94. HLM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02520-1 BID GROUP ONE ADDENDUM #4-JULY 2,1991 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING (ALTERNATE) PART 3 - EXECUTION 3.1 PREPARATION OF SUB-GRADE A. Ensure rough grading has brought sub-grade to required compaction and elevations. B. Fill soft spots and hollows with additional fill., C. level and compact sub-grade, to 98% Modified Proctor. 3.2 FORMING A. Form vertical surfaces to full depth and securely position to required lines and levels. Ensure form ties are not placed so as to pass through concrete. B. Arrange and assemble formwork to permit easy dismantling and stripping, and to prevent damage to concrete during formwork removal. 3.3 PLACING REINFORCING A. Reinforce concrete where indicated. Allow for minimum 2 inch concrete cover. 3.4 FORMING JOINTS A. Place joints where indicated. 3.5 PLACING CONCRETE A. Place concrete, screed and float surfaces to a smooth and uniform finish, free of open texturing and exposed aggregate. B. Avoid working mortar to surface. C. Provide exposed surfaces with broom finish. D. Ensure finished surfaces do not vary from true lines, levels or grade by more than 1/8 inch in 10 feet when measured with straight edge. E. Apply curing compound on finished surfaces immediately after placement. Apply in accordance with manufacturer's instructions. ********************* END OF SECTION 02520 HlM 90007.00-1 THE NEW MONROE COUNTY DETENTION CENTER 02520-2 BID GROUP ONE ADDENDUM #4-JUlY 2,1991