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i jj .1 BILL NO. g7-135 {t SPONSORED BY COUNCILMAN McDowell ORDINANCE NO (: AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH VERSLUES CONSTRUCTION CO., INC. FOR THE CONSTRUCTION OF THE JEFFERSON CITY TRANSIT/MAINTENANCE FACILITY ADDITION. Inc. he apparent lowest and best ' WHEREAS, Verslues Construction Co., nc has become r bidder on the Jefferson City Transit/Maintenance Facility Addition project; COUNCIL OF THE CITY OF BE IT ENACTED BY THE COU -� NOW, THEREFORE, JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The bid of Verslues Construction Co., Inc. is declared to be the lowest ; ' and best bid and is hereby accepted. Section 2. The Mayor and City Clerk are hereby authorized to execute an agreement { with Verslues Construction Co., Inc. for Jefferson City Transit/Maintenance Facility Addition C. project. Section 3. The agreement shall be substantially the same in form, and content as , 4 `7 that agreement attached hereto as Exhibit A. Section 4. This Ordinance shall be in full force and effect from and after the date of its passage and approval. Fed . a / y Approved: i� 3 /�9F1' {- Passed: — f Mayor Presiding Offir.,er t { ATTEST: APPROVED AS TO FORM: �r City Counse { l r ity Cle t fi4 ' ¢'wv.�x*aykl f4.fRt'1 Si K�X.f•.a, 2 r. J �t) Y K ,-Y:i 'k;+'t,.t Z141-4 .•-an•_ 77777 t a .aWk , 'fib KAK h I �t or i oil Duane Schreimann ii-v of Jefferson 67®Y L •� _w lilcxyor ' t Martin A.Brose,PE,Director Department of Public Works j 320 E.McCarty Street Phone:(573)634.6440 Fax:(573)634-6457 Jefferson City,MO 65101 February 10, 1998 1 i } Mr. Dennis Verslues ; Verslues Construction Co., Inc. Route 6, Rocky Valley Road Jefferson City, MO 66101 x ;� RE: Project No. 63004 Transit/Maintenance Garage Expansion Dear Mr. Verslues: r This letter will serve as the "NOTICE TO P'ROCEEW for the above referenced.project. { The effective date of this notice shall be Monday, March 2,1998. The finish date for this contract is on or before July 29, 1998. Enclosed for your records, please find a fully executed copy of the contract between your company and the City of Jefferson for the above referenced project. Also, please find enclosed for your use, and the use of your subcontractors (if any), for the purchase of materials to be utilized on the above referenced project the following documents: 1. Missouri Project Exemption Certificate 2. A copy of the City's Missouri Tax Exemption Letter t In using these documents to purchase materials, please read and follow the appropriate . "Instruction" as included at the bottom of the Missouri Project Exemption Certificate. t! If there are any questions, please advise. I 1 Sincerely, I r � 4c 2 ,} Robert VU: Kelsick, PE , _. Engineering Design Supervisor {x t , Enclosures) P< a Darrell Ranabargar c: Marty Brose Y Jack Kramer Roy Renn { .t ��}}►►{�{{ Ct6 rk Seth Evans, Central File Tom Hood 1 p sl t ` , Of ptv ♦ fly `I City of Jefferson Duane Sch reirnann Mayor } Deputment of Public Works Martin A.Brose,PE,Director ` 320 E.McCarty Street Phone:(573)634.6440 Jefferson City,MO 65101 s Fax:(573)634-6457 January 21, 1998 . i.. Mr. Dennis Verslues Verslues Construction Co., Inc. Route#6, Rocky Valley Road Jefferson City, MO 66101 RE: Transit/Mainteriance Garage Expansion _ Project No. 63004 E Dear Mr. Verslues: Enclosed, please find three (3) copies of the contract for the above referenced project. Please execute the contracts, return them along with 'Performance and Payment Bond(s), f Certificate of Insurance, and Owner's and Contractor's Protective Liability Policy Binder b "5:00 ' F 1998. The Certificate of Insurance must be issued by the company p.m. on Monday, February 2, affording ,coverage. Certification from a local agent is not acceptable without necessary documentation empowering and authorizing the agent to sign the surety's name. In addition, if � an aggregate amount is specified, a statement of the amount of that aggregate available to date { must also be included. By separate cover, the Department of Public Works will issue a Notice to Proceed on the project. You must submit the above documents in correct form before you begin work. <{ ;; Should you require additional information, please contact the Department of Public Works r . at 634-6440. Sincerely, Alf, � •,�,, t Robert W. Kelsick; PE ; { Engrneenng`.Dosign Supervisor i c. RWK:als " c: Director of Public Works s f Central File U.3 i t } i} !.. it .. • :s � fix{ 4w...n r sywf 1 t 7� + '' E . . .. r `"v v r,,,s}1 Y r S4 r Y a� r b� S•�`tl, tilt '.: .y�.> :' _�'. s 4 D ,lt.r �'i��� t z �.4fa531�•i''d, .hy,; Li i�l�}I���1 �' MR41f�IZf1 1 ��1 uv.Y���awvr.�.���.�!_ __ _ 4+. _:.•i4) t } 1 6 � T E R (� O , F F I C E To: Jim Hartley, Purchasing Agent p From: Marty Brose, Director of Public Works Subject: Transit/Maintenance Garage Expansion, Project No. 63004, Bid No. 1732 ®ate: Janua ry ,13 1698 i . Bids for the above referenced project were received and opened at 1:30 PM on Tuesday, January 6,'1998. A tabulation of the bids received is attached hereto, ' please be advised that the,Department of Public Works recommends the acceptance of the bid for this project in the amount of $78,752.00 (the Base Bid of $72,160.00 and Alternate No. 1 of $6,592.00) as submitted by Verslues Construction Co., Inc. of Jefferson City; Missouri and that the contract for the work included in the proposal be awarded to the aforementioned bidder. It is further raccrrimended.that Unit Price No. 1 in the amount of$740.00 for each additional pavement panel that is removed and replaced t be accepted. Expenses for this project will be charged to the following accounts: `. Account fro. Amount Avallable Amount Required ^ 5300.6300-7000-6030 $98,500.00 $78,752.00 (PurchaseAmprovement of �. Land/Buildings) s}y < TOTAL $78,752.00 As a matter of information, this"project will receive 80% federal grant assistance through: `section 5309 Public transit Capital Assistance Grant as administered by'the,Missouri Highway and Transportation Commission. `r 11tt 4; , . ; cc:. Rich'Ma y s; City Administrator .�, . Central ale RR ,,},, 4��jt F as "1 f i s; ° '�3• f E 4 a e l fEf�ltlwt�www�raa�nse�rmne.�a.r riis.���,ae r .rns.err��.aw .=— ,�_�_ ..' .•. i '' t^` •a '_ t: f i...r!nw:-wa.+.n...—. r.a�r�.ww...a�noo, t,a�z�wNaawmrrwrr�a MIR yA 5 � a ,1 <i FINANCE DEPARTMENT t PURCHASING DIVISION 45 i j ; f; SUBJECT: Bid 1732 -Transit Maintenance Garage Expansion, Project NO. 63004 Public.Works -Opened on January 6, 1998 BIDS RECEIVED: Verslues construction, Jefferson City,MO $ 78,752.00 t J C.Industries,Jefferson City, MO $ 104,699.00 Don Schnieders Excavating Co.,Jefferson City, MO $ 121,979.00 FISCAL.NOTE: 6300-6300-7000-0030 Purchase/Improvement LaridlBuildings ' Budgeted 1997-98 $ 9$,500.00 r Bid No. 1732 78.752:00 5; Balance $ 1 91748.00 PAST PERFORMANCE: Through the evaluation of this bid it is felt that Verslues Constriction 't Co.,Inc. is able to meet the scope and requirements as listed in this bid and will erform , • satisfactorily. . P ` RE D 'COMMENATION: The recommendation of the Public Works Department:is to accept the base bid ($72,160:00)and Alternate No. 1 ($6, 592.00 j for a tats!of$78,75 2.00.as submitted by" Verslues Construction Co., Inc. of Jeffersan City, Missouri It is further recommended that the'!,.' . unit.pricing of$740:00 each for additional pavement panel removal and replacement be accepted ATI'AC MENTS SUPPORTING DOCUMENTATION. ` i x Tabulation,ofBids,Departmental Recommendation ,j 11 } 5 Signature: oi- ,4 ,{ casing Agent De . ' ; : p ent Director-Publ i« �. Works i ! kn' t ��atr ri G 7 l f ... ". T E R INN f . . { — t MEMO, To: Jim Hartley, Purchasing Agent 4 ,From: Marty Brose, ' director of Public Works � Subject: Transit/Maintenance Garage Expansion, Project No. 53004, Bid No. 1732 Date: January 13, 1998 f i " Bids for the above referenced project were received and opened at 1:30 PM on Tuesday,'' t `r Januaiy 6, 1993. A tabulation of the bids received Is attached hereto. Please be advised that the Department of Public Works recommends the acceptance of" the, bid for this project in the amount of $78,752,40 (the Base Bid of $72,160.00 and Alternate No. 1 of $6,592.00) as submitted by Veraiues Construction Co., Inc. of ...r Jefferson e son City, Missouri and that the contract for,the work'included in the proposal be awarded to the aforementioned bidder.-It is further recommended that Unit Price No. I. in, the amount of$740.00 for each additional pavement panel that is removed and replaced E be accepted. t Expenses for this project will be charg'ed to the following accounts"' r g } t Account No. Amount Availabio Amount Required 63004200-7000-0030 , ' $98,500:00 (P irchase/irnprovament of ; Land/Buildings) t TOTAL $78,752.00 x AS a matter of information, this project will receive 80©/a federal rant assistance throw h r R z , g g { " a Section:5309 Public Transit Capital Assistance Grant as administered by the, Missouri ff , Y>r Highr ay antl Transportation"Commission. .a i C Rich Mays, pity Administrator 'k Ventral ' rt i t t a,r'ft ^a haf g+ j ..rte++•-.....o ..wu... .. r i4'. sl:r`t r. . ;St {t.�'., = qk xt f.lttf ,.j, :,•: ." .:';•' .' ... .� ., " , - x19' s�°�"'fi3�i�..u?L ' "; VrNr..f ��4.e 1 a dt y, «w+. .o..e.++-.»..-...+.....•.w +....e+... `Ih�/ 3.aatal t.yk•.dy1s3 "'��`ttti 7{r7ct 'lr✓I `t-i P !! t .. 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H2� �ad0 .1 W a Z U- �'!4r 7 v0 N "¢O a04z ri it Q�p t.' Z +�' � N9 '. i9Zp �Q "i d'�m' „ QQ Z rt a4�{.'£�'�"y.'r�++weron-.v+;d �C •v..+a�Anu ..;.wuw -ii . .,. '. � r :Y�. .t: E• sS�� U4 �`t .Ir .... 1 wx,, .�µr,,,�;y#r.p«� s...,..,�.. ,1f t e �.a��ti� Z 1 P . . .'r• t. Sri '3; �� �� 1 tti t 1r • 'Y� A gyp,e'11,o_FvA AP '4.f }✓ K K J s L. y('�2.��T' .fiP'�_.x4;-``... a`tt>>H'��..d; i� :. f. ': r •1,r ', ' a of �t . .. . .............. XX THIS CERTIFlGATi��IS IS.SUED Ag A lkA PTER OF INFORMATION C �4 O Af/e?oaTaNRt AnlNZmrors 4>panoy ONLY AND CONFERS NO RIGHTS UPON THE CERTIRCATE 22'22 Sohu*btz (toad HOLDER. THIS CER7IFlCA7E DOES NOT AMEND, EXTEND OR Srfts A!A +> Q n X w _ S? Louie NO 63140 AP ES AFFORDING COVERAGE COMPANY INSLIREO — - A Oanoral Accident Inaurano vershroo CtionlNrllruotlen Co. COMPANY -- M• 0 >i OCkOy Valley Rd s COMPANY Jefferson city NO 06101 C COMPANY D e THIS IS TO CERTIFY THAT THE POLICIES CF INSURANCE LISTED BELOW HAVE A E BEEN ISSUED TO THE IN INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHIC1i THIS 0 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES R C HERD HEREIN IS SUBJECT E ALL THE TERMS, EX L 1S�QN� AND CONDITIONS OF SOLICIES. UMIT�S AN MAY HAVE BEEN REDUCED BY PAID-CLAIMS. L R TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTNE POLICY EXPIRATION — ~ _ DATE (MMND/YY) DATE (MMADD,Y'0 LNNITS AI GsNERAI IMCI 1Y CGL5006927-00 06/04/97 06/04/98 GENERAL AGGREGATE X coMMERCIAL GENERAL L,ASG„ : 2,000,0 00 CLAIMS MADE OCCUR PRODUCTS-COMPIOP AGG i 1,000,000 X OWNUM a CONTRACTOR'S PROT PEFISONkA. DV*xIRY s 1,000,000 EACH OCCURRENCE S 1,004,000 rIRE DAMAGE( u,.N;ro) i 50,000 A AuroMoBILE LwwrTY _ MED EXP(A, uio (eon) i 5,000 BA004282103 06/04/97 06/04/98 SY ANY AUTO COMBINED SINGLE LIMIT S 1,000,000 Adl OWNED AUTOS SCHEDULED AUTOS BODILY NAM HIRED AUTOS (Fer Paroon) S NON-OWNED AUTOS BODILY Id JURY i i 4 r PROPERTY DAMAGE $ GARAGE LIABILITY i ANY AUTO AUTO ONLY-FA ACCIDENT S OTHER THAW AUTO ONLY: E%CESS VASU' XCO091445-00 3 UMWalA 06/04/97 06/04198 EACH OCCURRENCE FORM t 1,000,000 OTHM THAN UMBRELLA FORM AGGREGA'IE S 1,000,000 WOMM;IS COMPENNSA ION AND s EMPLOYERS'LIABaM WC sTATU- OTH. AI THE PROPRFrtYRA �� NC0157927-00 06/04/97 06/04/98 EL EACH ACCIDENT S 500 OOOY P/MWERSptECUTNE OFF0 t5 AM EXCL EL DISEASE-POLICY LIMB S 50a,000 OID�WER EL DISEASE-EA EMPLOYEE S 500,000 A INLAND MARINE CIM 0403072-00 ' A PROPERTY 06/04/97 06/04/98 Installation Floater CFP260162601 11/01/96 11/01/97 575,000 DFSCRPTION of�An(kI;LLO�ATIONSIVEHI City of Jefferson is rtialled as A%W1tff=t Insured as respects to Transit/Maintenance Garage Expansion Project 463004 i i ....::........ ......:..:::iris'� rrr}v:}`v:•$ri.•:•.`:is�:2�\i:}'};\^.`�.'};�}�}'}C4'::;:::}{�:�;ti:`>`::}{:�:�'};:` } SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE of Olaf erson $ pfC�rfy >�traaf EXPIRATION DATE THLWOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAN 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMM TO THE LEFT, 00111aroon f,Nfy ND 06301 BUT FAILURE TO MAIL SUCH NOTICE I WPOSE NO OBI- OR LMLITY OF ANY KIND UPON THE CoMpANy,Ffi AGEITS COMPANY, OR r I AUTHORIZIM REPRESFMTAThE - - I', Mf/bWl h�R.l1l�IR7rr�l�YVmrswe�sa®.an - rb.. - - v - .�......^ ,.���.+a.�..,......a.�.�n.+w.......r...e..�+.rswa*a•ip.ar�q�.�.ww�.�.rq�+c���cawrw aureaancoasa.A�annt�mlrq�uNl�rlgll�Ira4MRa��P�IM1II�"�T♦R�4F�111�1[llwl i >'.: ?:;.:,•..;...•..::...:;v, .,.'' C'fR��vhe► I��i.:::.. ..: p�p <.: �9. f�: ..»:;:. `:: >::<. :;::::;:::>?;;::.;>::.;, rEWw'n� PaooucE:T 01 _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIOW C 8 0 Ai/dwest dnsuArors Agency Ot9LY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1 2M ScRuft; Road HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXPEND OR S,y}f, 322 COVERAME AFFORDED BY THE PO ar too g St Louis YO 63146 7A0oneral OMPANIES AFFORDING COVERAGE INSURED _ Accident dnsuranc (Xts► of JotMersfn c/o vorsduas Clonstmatdon -- — SJO IE Arofttty street CC)MPANY Jeddf►son City YO 65101 C ::::........:.:..:.:.:....: D 11 Lr COMPANY --�.—_ THIS IS TO CERTIFY 'THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD :.: INDICATED, NOTWlT}ISTANDINC ANY REOUIRE•MENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, tGMUK AND ONDITIONS OF SU H POU IES. UMrj§SHOWN MAY HAVE SEEN RED ED BY PAID LAIM PE OF tl£URANCE POLICY NUMBER PO ICY E�OT� POLICY EXPIRATI ON DATE (MI&Vof Y) DATE (MMIDDNy) LIM BLm TBD 01/28/98 01/28/99 GENERAL AGGREGATE 1,000,000 CIAL GENERAL LIABILITY PRODUCTS-COMP/OP.WG t 1,000,M)0 M MADE OCCUR PERSONAL&ADV NAM S 1,000,000 a CONTRACTORS PROr = 7,000,000 EACH OCCURRENCE FIRE DAMAGE one ft S 50,two LU481Lm MED EXP one r� S 5,000 JHFED COMBINED SINGLE UMTT S D AUTOS D AUTOS BOULYINJURY (Per person) S OS D AUTOS BODILY*WRY (Per accident) S PROPERTY DAMAGE S GARAGE LIABLITY 0.W AUTO AUTO ONLY-FA ACCIDEM S OTTER THAN AUTO ONLY: EXCESS LIABILITY S --� UMBRELLA FORM EACH OCCLI1SMCE $ AGGREGAIE S OTHER THA14 UMBRELLA FORM WORKERS CO04 TION AND S EMPLOYERS'LJABLTY WC STATU- 0TH THE PRO!0PMATl0aWC%&OCApONSNEHI INCL EL EACH ACCIDENT $ ` P IYE EL DL%ASE-POLICY LMT = — OFRCERS EXCL OTHER EL DISEASE-EA EMPLOYEE s I DESCRIPTIGN OF CLESISKCIAL ITEMS I j i c j l SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Isl Jf.°Pfrafn EXPIRATION DATE TI•IEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL ! a McCarty Street 30 DAYS WRITTEN NOTCE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, JfrdfrlftOn City YO 66101 BUT FAILURE TO MAL SUCH NOTICE SHALL IMPW NO Oft" LvTY OF ANY KIND UPON THE COMPANY,ITS IiEi+RESEM •� ;;;.r?....,•.:::.:•,:••,•,�y.::�y;.:;.cr.::.••:..:,.:.•.,,:.;•.::;•:::<;:.::::,._::::::.:•:::::...... �D REPFLESEHTATNE AU 11408 ' I 1�4r: +na..�.e..n...w..4 aw. ...:.w..or...r.ai,.wY�r�l�wlAnrl�.r�+r+,.a++►iwwa.esr----_1�loiww :aYi6 INSUIa7 ItTAO 4: PRODUCER THIS CERTIFICATE IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE I C A 0 Nldwast insurers Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2222 Scl►usft Read ALTER THE COY.Rti DE AFF RDED BY THE POLICIES QELOK I Sulft n2 COMPANIES AFFORDING COVERAGE _ St Louis NO 63146 COMPANY A 0ene►sl Accident Insurono IN,'iURED COMPANY Versluss Construction CO. B _ IN. a Roclkey Valley Rd COMPANY .Jefferson CRY NO 66901 C COMPANY D • :::ii:::::i.i�+'Y�,TT!!::?i:.R+,T'••���T�.::.:ii:tii:Y.isi:{::i::.:':::.:::::::::..::L:::�:.::::::..::.:::::::.�:::.�.:�::.::::::...::::::::.:i.:.::.:::::�::..:.... ..... ... •.. MTM1�'�•gTf-!!n•IMRT7 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN IOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED +IEREIN IS SUBJECT TO ALL THE TERMS, E)( L .$IONS AND CONDITIONS OF U H POLICIES. LIMITS SHQWN MAY HAVE BEEN REDVIQED 0Y PAID QLAIMS. CO TYPE OF INSURANCE POLICV NUM6ER POLICY FFFfCTNE POLICY EXPWITO t S DATE (MUD" � DATE (WAVDffn A GENERAL LIABILITY CGL5006927-00 06/04/97- — 06/04/98 GENERAL AGGREGATE s 2,000,000 :X]CMIERCUN_GEHERRt LIABILITY PRODUCTS-COMP/OP AGO_ E 1,000,000 CLAM MADE ❑OCCUR PERSONAL 6 ADV?I.IURY = 1,000,000 i OWNERS 6 CONTRACTORS FfTOT EACH OCCURRENCE = 1,000,000 i FRE DAMAGE we No) s 50,000 ! MIED ExP(Any one rom) Y 5,000 A aU7CatoBLE LlasLmr BA004282103 06!04/97 06/04/98 ANY AUTO COMBRJeD SINGLE LIMIT 8 1,000,000 t _ _ ALL OWNED AUTOS BOD!Y 11AlAY = }}} SCHEDULED AUTOS LT'er person) HIRED AUTOS x BODILY UM �'-••� I NON-OWNED AUTOS (Per acckwo S i PROPERTY DAMAGE _ GARAGE LUIBLITY AUTO ONLY-EA ACCIDENT S y ANY PTO OTHER THAN AUTO ONLY: S 1 : A ExCEssLL4aLTTY XC0091445-00 06/04/97 06/04/98 EACH OCCURRENCE $ 1,000,009 j X UMBRELLA FORM AGGREGATE $ 1,000,000 _ OTHER THAN UMBRE.LA FORM 3 WORWIS COMPENSATION AND WC STAT11 0TH EMPLOYER''.,'LIABLTTY D A WC0157927-00 06/04/97 06/04/98 EL EACH ACCIDEIrr = 500,000 THE PROPRIETOR/ WCL PARTNER3EXECUTIVE EL DISEASE-POLICY LIMIT S 500,000 OFFICE ARE: aC• EL DISEASE-EA EMPLOYEE 13 500,000 OTHM A INLAND K4RINE CIN 0403072-00 06/04/97 06/04/98 Installation Floater 575,000 A PROPERTY CFP260162601 11101/96 11/01/97 OV"PTION OF 9PFA/1TK 3,I.00A710NSNEHI EE, CULL Imm E City of Jefferson is named as Aci tional Insured as respects to Transit/Maintenance Garage Expansion Project #63,004 i i M + �k ..:....... ::..............................:...:.:.......... :•:::f•>::::::.?,.,'..::>:>:•>::::>:::>:::::::..•,:•;?:.�:'•:>r?.:'.:•>::3Y:\•::'•%S:`:�i�2; �<i\iii C:�\:ti:��: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE y oQ eleMsrson EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAL 0 E McCarty Street 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, JeffOrsen Chy N® Qs101 BUT FAILURE TO MAL SUCH NOTICE "POSE NO OBL OR LIABM OF ANY KIND UPON THE COMPANY OR A j AUTHORIZED REPRE>WATTVE IF I / t I ' I MYi �IMiR bFf ..� QYS DOtr ik�:'tY,\id.1+,•:'C:i:•;L'i}:+•.v"i"v::>i:.}::•:... .....r.....,v.............}:.{.ii•:�.:.:.:.... ...... ...... ...........:.:::.:. . PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERnMATE C A 0 Uldwest Insurers Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2222 t aAsv*b Aced SmIty 222 COMPANIES AFFORDING COVERAGE st Louis flio$3146 COMPANY _ A Ooneral Accidoor hisunmc r INSURED COMPANY Cdtt/ of Jefferswo�n,��.�.��w� _ 9 _ c/o VefGIms ftestnivItIen COMPANY 320 ff< !McCarty Street C Jefferson City No I tt 101 COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POi1CY PEFJO0 INDICATED, NOTWITHSTANDING ANY REOUMEMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E%CLUSIONS AND CONDrnaNS H POLICIEJ. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L o TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION Luis DATE (MIWOD" DATE (hWo,'M A GENERAL LIABILITY TBD 01/28/98 01/28/99 GENERoL AGGREGATE _ f 1,000,000 R COMMERCIAL GENERAL LIABILITY PRODUCTS-COMPIOP AGG s 1,000,000 CLAIMS MADE lJ OCCUR PERSONAL IL ADV INJURY s I,000,OOD X O**R'S 6 CONTRACTORS PROT EACH OCCUFMCE s 1,000,000 FIRE DAMAGE won•m• $ 50,000 MED DIP(Arry one non $ 5,000 AUTOMOBILE LIABLRY ANY wro COMBINED SINGLE LIMIT a ALL OWNED ALTOS BODILY N,A)RY SCHEDULED AUTOS (Per per—) 3 HIRED AUTOS BODILY NL'UFTY a NOWOW NL)AUTOS (Per•CCWWQ PROFERTY DAMAGE s GARAGE LIASLRY AUTO ONNLY-FAA ACCADENT s ANY AUTO OTHER THAN AUTO ONLY: i S EXCESS LIABLRY EACH OCCURRENCF. 3 UMKIELLA FORM AGGREGATE s ~_ , OTHER THAN UAMBPE LA FORM = VKPAM COMPENSATION Nil) WC STATU 0TH t•ABLRY EL EACH ACCIDENT S_ 1. THE PROPR&JORr NCL EL DISEASE-POLICY LIMIT S _ PARTNEFSOECAnNE OFFICERS ARE` EXCL EL DISEASE-EA EMPLOYEE s } OTHER i '3 t 'j "..i DESCRIPTION OF OPERATKk4SLOCATiONSNEHICLE&SPECIAL ITM 1 :.y� v?.,.•.....::.:........:v.v:::;♦...:} :.v•::ii:'.y}}::•!:4}::::::v}};}}:v:•::i:{•}::v: ............:.....:.......n:.:+:.v.4:::••::v:i�i::}`,}n:{:n }.{,4• ..r... .....,..... .... ..................... :;��i�.�i�.iR1��":.):>}:;;::::.....,..:...........,.:.:...}:fi?.r}}.,•}x::•:o::..•.v.`•�i...\a.,•:.,r•.•..,h�a::}.�:}Ca�•!c}.•���<,c� SHOULD ANY OF THE ABOVE DsSCFtL9E0 POLICES BE CANCELLED BEFORE THE -ty of Jefferson EXPRATION DATE THEREOF.THE ISSUNG COMAPAANY WILL ENDEAVOR TO MAL ` /IO YOCrltjl >B�eet 30 DAYS WRITTEN NOTICE TO THE CETTIFICATY,HOLDER NAMED TO THE LEFT, JeffeL°. 6a CRY no 011101 BUT FAILURE TO MAL SUCH NOTICE SHALL NO OBUGA LIABLTY OF Y KIND UPGN THE COMPANY,ITS AN REPRESENT / I. AUTIMM REPRESENTATIVE n,P: r ,L F, .. fJ.. :/...rev;;:.};.:•}:�}:•}i}}}::}:::i'•:+r..r : .. .. 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'S k- .1. �PECIEiCATI(�NS AND CONTRACT dOCUMicNTS r `l: PROJECT Nib. 613004 ;11 11 ,� .J .. TRANSIT/ MAINTENANCE I - GARAGE EXPANSION ! _..1, --% <,i' . r^. ! .t,� t gr 11 a,, "} �: `` -� z }Et f .. : ✓'. j S . . i,1 , . ." . . S 0 1 �F , '.JT tt}� ` "'� `" j i, i I fat ."'! ; ' i� j { ....J } }rail 't _ r <-, 1111 " ,lr 1. 1 Jefferson Ci#y Department of Publl Works t`'' I ,� r ': a ` f t` ' !zX k ,t e { : � ( �, { , ,:f ,'r n. ;t December, 1997 { t , j 1.;fat U `� 1 .. .. ° �1 {t r} 7 1•lf .. Y k Z kyY l� jt s 4`, t .7€ t ,ia,Ty,4 ir. t,, , t' t {fr. , ...►—�"'� - �! 4t, L'.Yi:11,Th F Approved By: may , d' actor of Public Wor - ,,,11 X.t'c�S ti} , r� it f � ," d� d `�, �:t k' n:1. e t Yt r cl „t{! ;1_91"," :3 .m ...ti t , + 2 t,11 k s �xy>tiv It a �e«.»!*+C'^+ y ++�;+«,a., .. ,w.�na. .. r, { c-, �f, q. x'__; it .fir K, .�„ : <t r:r�s9Nn•0�tk b N,:' s fi r. :Y dy y:;"r,,,E" §ffir' �'}; s..t`-"'"T't`t"hn..X'r.. '' �":?, e,a, Id7,;,r a, rtn, va,t'!,. L tP :.%i,} 3 '{{. a'4� r�- ..1 r .�{, ----1{�";. r�..1117, rxS aYS� t r 8 t T , f i&� : z� :+ A l.. sr. 4'�Y :s�Y`,2.i:?"'w*. 5. 5f 4 FLtri sllli xtk}u #rjrry r u— Lt! <tt 5 Ju. S7j ; ti j ! .! , ' gy ��$� 7� jr�y�tr�i � � . 1l'rf "" �„i�,, �>r 3 ,t. t 1. t.a 'q'3 i 3 X-dY�} y 2 11 `�• y „ a1Pt aI fk �,'ry c a.y, i)qi 1.ti ,a { i�r �R�1'��1l 1RW lN�t�u�n�r���.�+w�nsear�..,t� ���_�._� — F _� _ .. ., ,rr.. ... . ..:.1,�n �.,-r�i'4!t,s,..`.�r, : --I i i i TABLE OF CONTENTS I } Advertisement for Bids 1 Page Notice to Bidders 1 Page • 8 Pages Information for Bidders Bid Form ' 4 Pages Bid Bond ' 1 Page Anti-Collusion Statement 1 Page ' 1 Page Contractor's Affidavit' Minority Business Enterprise Statement 1 Page Statement of Minority Business Utilization Commitment" 2 Pages Affidavit of Compliance with Prevailing Wage Law 1 Page Prevailing Wage Determinations a) Annual Wage Order No. 4, Section 026, Cole County 22 Pages 32 Pages b) General Decision M0970001 (11/07/97) 9 Affidavit of Compliance Public Works Contracts Law 1 Page Excessive Unemployment Exception Certification 1'Page i i Construction Contract 5 Pages ; Certificate of Owner's Attorney 1 Page F x Performance, Payment, and Guarantee Bond 2 Pages 18 Pages General Provisions i ,. Special Provisions 2 Pages i Project Manual and Specifications 96 Pages J. f • Addendums (If Any) INDICATES THIS ITEM INCLUDED IN BID PACKET FOR SUBMISSION OF BID) x Y: C+ 1 ! 1{ 4 A -i+JM.'.+er+�t'fwwf+.iW'CG•^�F 'r1"»°1 _vt.w' ^^4 m I .%i4 1✓ !.1 .J i [ t �y ..•+n!'.` ..e....7... „! I m styc t'� 'ytr}^i• 15.S, '"� a t0 f! tt F S t t r} h (k of J �a Duane Schreint ann ®f Je ffe A3f2 Mayor ADVERTISEMENT FOR BIDS Y-, Sealed bids will be received at the office of the Purchasing Agent, 320 East McCarty � Street, Jefferson City, Missouri 65101, until 1:30 PM, on Tuesday, January 6, 1998. The bids will be opened and read aloud in the Council Chambers at 1:30 PINT on that same day. The proposed work for the project entitled "Project No. 63004, Transit/ Maintenance Garage Expansion"will include the furnishing of all material, labor, and equipment to construct a 1200 square foot addition onto the Jefferson City Transit and Maintenance Facility and provide miscellaneous painting and repairs to existing structures located �j at 820 E. Miller Street, Jefferson City, MO. fi conference will be held at 10:00 AM, on Tuesday, December 23, 1997 in A, pre-bid confers the Lower Level Conference Room of City Hall, 320 E, McCarty Street, Jefferson City, MO 65101. All prospective bidders are urged to attend. Copies of the contract documents required for bidding purposes may be obtained from F the Director of Public Works, 320 East McCarty Street, Jefferson City, Missouri. Aa non- , 40.00) will be required for each set of plans and refundable deposit of Forty Dollar., (� q .f specifications. Individual full size sheets of the plans may be obtained for Three Dollars ` ($3.00) per sheet. The contract will require compliance with the wage and labor requirements and the payment of minimum wages in accordance with the Schedule of Wage Rates - established by the Missouri Division of Labor Standards and the United States �! Department of Labor. -� The City reserves the right to reject any and all bids and to waive informalities therein, to determine which is the lowest and best bid and to approve the bond. i CITY OF JEFFERSON -: ames Hartley Purchasing Agent Publication Dates: Sun. 12/14/97, Wed. 12/17/97, & Sun. 12/28/97 `,. December 10,1997 ; .: C:%SPE=TRMNTADD.frm r 1� ulr.. 1.rM. .ice+"?" .•Mw`!1sw+-Vie.•... hnw..T S .... ..' .�.. ... ..,__..—___.• —.—,-.—........�......,.,._._._ ..�._ �r4� "�c Ali; .;5' z t' NOTICE TO BImDERS l Sealed bids will be received at the office of the Purchasing 9 January 6, 1998.2 The abids will be .:� Stre+et,Jefferson City,Missouri, until 1.30 PM on Tuesday opened and read aloud in the Council Chambers at 1:30 PM on that same day. work for the project entitled "Project No. 63004,1a n and equipment to or, i The proposed the Garage Expansion" will include adde ion to the Jefferson City Transit and Maintenance Facility 7 construct a 1200 square i misellaneous painting and repairs to existing structures located at 820 E. Miller _ and provide miscell aneous Street, Jefferson City, MO. —, December 23, 1997 in the A pre-bid conference will be held at 10:00 AM, oT McCarty sloe, Jefferson City, MO 65101. of City lower level conference a�e urged to attend All All prose �! All equipment, material, and workmanship must irtor of Publ caWorks, JeffersonlCity, , ; . q specifications, and contract documents an file with the D Missouri. Copies of the•contract documents required for bidding purposes may be obtained from the Cop Missouri. A non-refundable Director of Public Works,320 East McCarty Street, reach set of plans and specifications. Dollars 040.00) will be required per sheet. deposit of Forty - � Individual full size sheets of the plans may be obtained for Three Dollars ($3.OQ) p bidders is pa, called to the requirements as to the conditions of f P contract; and Executive i Attention o 4 employment to be observed and minimum wages to be paid under the Order 112.46. ` the ri it to reject any and all bids and to waive informalities therein, to The City reserves 9 approve the bond. �i determine which is the low esY and best bid and to certified check on a solvent bank or a bid bond by a satisfactory surety in an amount equal. A proposal ; to five (5) percent of the total amount of the bid must accompany each p P { A one-year Performance and Guarantee Bond is required. The, owner resery es the right to reject any or al! baidsroa�e the bond.�nfom�alities therein o determine which is the lowest and best bid and to pp �k - raw his bid within thirty(30)days after the actual date of opening thereof.; Y , g No bidder may w�thd f r ClTY OF JEF : FERSON, MISSOURI , t Merlin A. 8rose, PE 1: 1 r ,�r :,s ; t •=-•fix .��� r ` y i -� INFORMATION FOB BIDDERS ,. . IB-1 SCOPE.4F WORK The work to be done under this contract includes the furnishing of all technical personnel, labor, materials, and equipment required to perform the project entitled "Project No. 63004, Transit 1 Maintenance Garage Expansion" in accordance with the plans and specifications on file with the Department of Public Works. The Proposed work for the project will include the furnishing of all material, labor, and equipment to construct a 12W square foot addition to the Jefferson City Transit and Maintenanc& Facility and provide miscellaneous painting and repairs to existing structures located at 820.E Miller Street, Jefferson City, MO. IB-2 INSPECTION coc�IFICATION.S. eNO S E OF WORK The bidder is required to examine carefully the site of the proposed work,the bid, plans, specifications, supplemental specifications,special provisions,and contract documents before submitting a bid. Failure to do so will not relieve a successful bidder of the obligation to furnish all material and labor necessary to carry out the provisions of the contract. ,.` . 113-3 INTIFRPRETATION OF CQNA►CT �:SI�ENTS If the` bidder has any questions which arise concerning the true meaning or intent of the Plans, Specifications or any part thereof,which affect the cost, quality,quantity, or character of the project, he shall request in writing, at least five (5) days prior by the date fixed for the bid opening, that an i interpretation be made and an addendum be issued by the City, which shall then be delivered to all ► S ecitications have been issued. All addenda issued shall become part of — bidders to whom Plans and p the contract documents. Fallure to have requested an addendum covering any questions affecting the interpretation of the Plans and Specifications shall not relieve the Contractor from delivering the f completed project in accordance with the intent of the Plans and Specifications to provide a workable project. 19-4 QUALIFICATIONS IFICATIONS OF BIDDEN The City of Jefferson may make such investigations as deemed necessary to determine the ability of the bidder to perfomt the work and the bidder shall furnish to the City all such information and data for this } ^I purpose as the City may request. The City reserves the right to reject any bid if the evidence submitted by the bidder or investiflation of such bidder fails to satisfy.the City that such bidder is properiy.qualified to carry out the obligations of the Contract and to complete the work contemplated therein: f J �IVALE NT MATERIAL I IB-a EQI � Wherever definit®reference is made in these Specifications to the use of.any.particular material or ,x equipment, it is to be.understood that any equivalent material or equipment may be used.which`Will perform adequately the duties imposed by the general design,subject to the approval of the City. } IB-6 BID SECt1OITY t Each bid must be accompanied by a certified check or bid bond made payable to the,City of Jefferson I for live percent(5%)of the amount of the bid. Bid securities will be returned after award of the contract F except to the successful bidder. ,s 1 t ' .,:, r } r F r/t:d"> i ( .o-.wasv u✓✓.us:ar e nom' .., ...,. ..., Y ti. : r 1 } :'� r s 4y, rS 1d t � tl��llLillf•�IRA� ___�� i — _._..._..� _ .. . .. , ..,r ,r.,,, r;.fr j, -a•�w-•-7�'^�nT �iRl�l �7.i'16�LYtl - i Should the successful bidder fail or refuse to execute the bond and the contract required within seven (7) days after he has received notice of acceptance of his bid, he shall forfeit to the City as liquidated damages for such failure or refusal,the security deposited with his bid. I19-7 PJ3EE!ARATION OF BIDS } Bid must be made upon prescribed forms attached (See "IB-31 Bid Packet") in these Contract Documents. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. _ ! t All blank spaces in the bid must be filled in and no change shall be made in the phraseology of the bid, i or addition to the Items mentioned therein. Any conditions; limitations or provisions attached to bids will render them informal and may be considered cause for their rejection. } Extensions of quantities and unit prices shall be carried out to the penny. i t_ I 1113-8 PRICES The price submitted for each item of the work shall include all costs of whatever nature involved in its t construction,complete in place, as described in the Plans and Specifications. i Section 144.062 RSMo provides that the City's sales tax exemption may be used for the purchase of ! goods and materials for this project. The contract for the project will authorize and direct the Contractor to utilize the City's sales tax exemption in the purchase of goods and materials for the project. This provision shall apply to only those purchases totaling over$500 from an individual supplier. All safes taxes on those items which do not quality for the use of the City's,sales tax exemption and for es taxes might lawfully be assessed against the City are to be aid b the Contractor from the which sal ig y g tY p y , monies obtained in satisfaction of his Contract. It being understood by the bidder, that the bid prices _. submitted for those items shall include the cost of such taxes. a �. ] I9-9 AHROXIMA.TE QUANTITIM jin where any part or all of the bidding is to be received on a unit price basis,the quantities stated i in the bid will not be used in establishing final payment due the successful Contractor. The quantities stated on which unit prices are so invited are approximate only and each bidder shall make his own :.. estimate from the plans of the quantities required on each item and calculate his unit price bid for each item'accordingly. Bids will be compared on the basis of number of units stated in the bid. Such -- ' estimated quantities,while made from the best information available, are approximate,only. Payment of the Contract will be based on actual number of units installed on the complete work. . 4 18-10 L MP SUM 9TEMS r "i ' Payment for each lump sum item shall be,at the lump sum bid for the item,complete in place, and shall ,~ include the costs of all labor, materials, tools and equipment to construct the item as described herein., >t and to the limits shown on the Plans. + fi c. ..'.JIB-11 SUBMISSION OF IDS B �r The Bid and the Bid.Security guaranteeing the same shall be placed In a sealed envelope and marked ' t; "Project Plc.63004,Trenstt/Maintenance Garage Expansion":(See 113-31) .. .�.�..`�". '-i ,5c P r n J i t W' f j( t I t { IB-12 ALTERNATE B112S ill be i the best which In making the award, if alternate bids have been requested, the alternate bid w n interest of the City will be used. I8-13 WITHDRAWAL OF BIDS If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening, without prejudice to himse{f. No bidder may withdraw his bid for a period of thirty (30) days after the scheduled i closing time for the receipt of bids. i No bids received after the time set for opening for bids will be considered. ..l IB-14 RICHJ T-Q (REJECT OIDS G The City,reserve the right to reject any or all bids, to waive any informality in the bids received, or to accept the bid or bids that in its judgement will be in the best interests of the City of Jefferson. i IB-15 AWABD OF CONTRACT } -y If,within seven (7) days after he has received notice of acceptance of his bid,the success ful bidder or ' bidder.,shall refuse or neglect to come to the office of the Director of Public Works and to execute the q Contract and to furnish the required Performance and Payment Bonds and Insurance, properly signed i • -1, by the Contractor and the Surety and Sureties satisfactory to the City of Jefferson as hereinafter provided,the bidder or bidders shall be deemed to be in default and shall forfeit the deposit. IB-16 p�RFO IuIANC IQND PAYI_JVl Eh9 T Bf�ND A Performance and Payment Bond in an amount equivalent to one hundred percent.(100%) of the Contract price, must be fumished and executed by the successful bidder or bidders. A form for the bidders use is contained in these Contract Documents. I The issuing Surety shall bo a corporate Surety Company or companies of recognized standing licensed to do business In the State of Missouri and acceptable to the City of Jefferson. IB-17 M) iME NIFICATION AND INSURANCE The'Contractor agrees to indemnify.and hold harmless,the City from all claims and suits for loss of or damage to properly, including loss of all judgments recovered therefore, and from all expense in ;. defending said claims, or suits, including court costs, attorney fees and other,expense caused by any act or omission of the Contractor and/or his subcontractors, their respective agents, servants or employees. ' t � 7 + ' -The Contractor shall be required to provide the City of Jefferson with a Certificate of Insurance outlining y the"coverage provided. IB-18 BID SECURITY RETURNED TO SUCCESSFUL BIDDER +r J Upon the execution of the Contract and approval of Bond,the Bid Security will be returned to the bidder un0ess`the same shall have been presented for collection prior to such time, in which case the amount of the'dapositwill be refunded by the City. r 1 �S} a ,r. /a ' f �£,II l�" xif .'4�S#� k>U� �(p `l.A��,;,'�y'6•�4r Y . yi>, t t'.y { •,.+ .. - .. .. �cia��`�fGir�!�� ;d �'Yr4 . t ff or�++ors�o�nww..�s-AV ... t•fl�\IR.I#•l�14�IiAfdV 113.19, 111=15CRIMINATI914 IN EMPLOYMENT r { Contracts for work under this bid will obligate the Contractor and subcontractors not to discriminate in employment practices. (See IB-27) i IB-20 PREVAILING WAGE LAW The principal contractor and all subcontractors shall pay not less than the prevailing wage hourly rate for each craft or type of workman required to execute this contract as determined by the Department of .; Labor and Industrial Relations of Missouri, pursuant to Sections 2290.210 through 290.340 inclusive of the 'Revised Statutes of Missouri, 1959 and as last amended in 1993; and as determined by the U.S. Department of Labor. (See Wage Determinations included herewith.) I 113-21 -Q-UA A 9 . The Contractor shall guarantee that the equipment, materials and workmanship furnished under this �. contract will be as specified and will be free from defects for a period of one year from the date of final ! " acceptance. In addition,the equipment furnished by the Contractor shall be guaranteed to be free from defects in design. Within the guarantee period and upon notification of the Contractor by the City, the Contractor shall promptly make all needed adjustments, repairs or replacements arising out of defects which, in the judgment of the City become necessary during such period. I The coat of all materials,parts, labor,transportation,supervision, special tools, and supplies required for replacement of parts,repair of parts or correction of abnormalities shall be paid by the Contractor or by his surety under the terms of the Bond. The Contractor also extends the terms of this guarantee to cover repaired parts and all replacement parts furnished under the guarantee provisions for a period of one year from the date of installation thereof. If within ten days after time City gives the Contractor notice of defect,failure, or abnormality of the work, . the Contractor neglects to make, or undertake with due diligence to make, the necessary repairs or adjustments,the City is hereby authorized to make the repairs or adjustments itself or order the work to be done by a third party,the costs of the work to be paid by the Contractor. Y in the event of an emergency where, in the judgment of the City delays would cause serious loss or damage, repairs or adjustments may be made by the City or'a third party chosen by the City without notice to the Contractor,and the cost of the work shall be aid b the Contractor or his 9�'!nfl P Y Y surety under the terms of the Bond. r } IS-22 NOTICiF TO PROCEED A Written notice to begin construction work will be given to the Contractor by the City of Jefferson within � t at '" len'(10)days after the Contract is approved by the City Council. The time for completion of the project shall begin to run on the date established in this notice. W- I15-23 �(ORK SGFIEDULI� 4* ! t i-r To Insure that the work will proceed continuously through the succeeding operations to its.complet3on ., i' witli the least possible interference to traffic and Inconvenience to the public,the Contractor shall, at the request of the Clty;.submit for approval a complete schedule,of his proposed construction procedures ` stating the sequence In which various operations of work are to be performed. { } °tt `p�.' ,'i." ,t t' ,r'r'..., . .. .... • .t .... .t .1 +41b4'':^-�.kLS�TE��� tY''f ' t ..t. "1 113-24 ,CONjtRACT TIIW s The contract time shall One Hundred Fifty(150)calendar days. .w. IB-25 DAMAGES Liquidated damages shall be assessed at the rate of Three Hundred($300.00)Dollars per calendar day until the work is complete. I8-26 POWER QF,ATT OR Y H; Attomeys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. I IB-27 j<A?� 1� talf ©NS The bidders attention is directed to the fact that all applicable Federal and State laws, municipal ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. = J The following paragraph nos.(10),(13), (14), (21),and(28) as contained in the Agreement between the Missouri State Highway Commission and the City of Jefferson shall be part of and shall apply to the work s { to be performed and included in this project. The word"Grantee" shall mean the same as"Contractor". } or"Subcontractor". (10) Ng�l�l�RlNiiNATIOfV APC : With regard to work under this Agreement,the Grantee agrees as follows: (A) CiviliUhts Statu. The Grantee shall comply with all state and feder al statues'relating to nondiscrimination, including but not limited to Title V1 and Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 20004 and 2000e et seq.), as well as any applicable titles of the Americans with Disabilities Act. in addition, if the Grantee is providing services or operating programs on behalf of the Missouri Department of Transportation or the Missouri Highway and Transportation Commission, it shall comply with all x4 provisions of Title 11 of the Americans with Disabilities Act. j (E3). Executive Order: The Grantee shall comply with all the provisions of Fxecutive ,t Order 94-03,issued by the Honorable Mel Carnahan, Governor of Miss©uri, on > the fourteenth (14th) day of January, 1994, promulgating a Code of Fair 5 ` Practices in regard to nondiscrimination,Is Incorporated herein by reference and till mad art of this A reement. This Executive Order prohibits discriminatory, , �} ep g Yf practices by the state, the Grantee or its subcontractors based on race, color, religion,national origin,sex, age,disability or veteran status. "''�` (C) Adman ive Rules: The Grantee shall comply with the administrative rules of the United States Department of Transportation relative to nondiscnminaor� =r in federally-assisted programs of the U.S. Department of Transportatioji (49 f CFR Subtitle A,Part 21)which are herein incorporated.by°reference and made` F ill part of the Agreernent. ' t t (D) NglXL crlmination: The Grantee shall not discriminate on grounds of the race`; rid color, religion, creed, sex, disability, national origin, age or ancestry of any a t N1 7 f rs. }.YStfy +xd \tn r >S individual in the selection and retention of subcontractors, including `Y procurement of materials and leases of equipment. The Grantee shall not i ' participate either directly or indirectly in the discrimination prohibited by 49 CFR 21.5, including employment practices. E r;+ ti rte for Sutx.o�tracts {nGlu'"^^ Drnnircmanfs of Niaierial Lod ( ) These assurances concerning nondiscrimination also apply to EAUi rn�11S: a subcontractors and suppliers of the Grantee. In all solicitations either by competitive bidding or negotiation made by the Grantee for the work to be performed under a subcontract including the procurement of materials or equipment, each potential subcontractor or supplier shall be notified by the 1 Grantee of the requirements of this Agreement relative to nondiscrimination on ! grounds of the race,color, religion, creed, sex,disability or national origin, age or ancestry of any individual. (F) Information and Rec,�&: The Grantee shall provide all information and reports i required by this Agreement or orders and instructions issued pursuant thereto, and will permit access to its books, records, accounts, other sources of . information, and its facilities as may be determined by the Commission or the i U.S. Department of Transportation to be necessary to ascertain compliance $ i with other contracts, orders, and instructions. Where any information required j of the Grantee is in the exclusive possession of another who fails or refuses to furnish this information, the Grantee shall so certify to the Commission or the i 1 U.S. Department of Transportation as appropriate ens shall set forth what eff orts it has made to obtain the information. (G) �artctio ► far�lqg: In the event the Grantee fails to comply with the nondiscrimination provisions of this Agreement,the Commission shall impose j such contract sanctions as it or the U.S. Department of Transportation may �r determine to be appropriate, including but not limited to: Withholding' of payments to Grantee under the Agreement until the Grantee complies;and/or j 2. Cancellation,termination or suspension of the Agreement,in whole or in part,or both. 4 (gyp) The Grantee shall include the provisions of Paragraph 10 of this Agreement in every subcontract, including the,procurements of materials and leases of by the statutes; executive order, administrative equipment, unless exempted rules or instructions issued by the Commission or the U.S. Department of Transportation. The Grantee will take such action with respect to any ! subcontract or procurement as the Commission or the U.S. Department.of Transportation may direct as a means of enforcing such provisions, including sanctions for noncompliance;provided that in the event this Grantee becomes ed or {s threatened with litigation with a subcontractor or supplier as A . Involved , result of such direction.the Grantee may request the United States to enter into such litigation to protect the Interests of the United States. s (13) : The Grantee agrees to prepare and submit for Commission approval of a Disadvantaged Business Enterprise plan�s , defined in 49 CFR Part 23 dated .July 21,;1983 if the Grantee receives a total of n °� X250,000 or more of financial assistance from the United States Department of f } t Transportation, Federal Transit Administration. �;,,� ," �■Ca■AIRS OF OR DEi ECATI~S TG C �VS3E No member of or (14) iNT�_..�5� .r m�.. ` delegate to the Congress Of the United Slates shall be admitted to any share or part of ' this Agreement or third party contract or to any benefit arising therefrom. (21) BU ANgg�g: The Grantee agrees to abide by the provision of the Buy America . requirements of 49 CFR Part 661. y LAWS: The Grantee and its subcontractors shall pay the prevailing hourly rate -� (28) WA�ii of worker required to execute this project work as a of wages for each craft or type determined by the Department of Labor and industrial Relations of Missouri, and they {{ shall further comply in every respect with the minimum wage laws of Missouri and the I United States. Federal wage rates under the Davis-Bacon or other federal acts apply `! to and govern this Agreement also for such work which is performed at the jobsite, in accord with 29 CFR Part 5. Thus, this Agreement is subject to the "Contract Work Hours and Safety Standards Act", as amended (40 U.S.C. Sections 327, et seq.), and its implementing regulations. The Grantee shall take the acts which may be required to fully inform itself of the terms of, and-to comply with, state and federal laws. PREVENTIQN IB-28 SLFls1 Y STANDARDS AND With respect to all worts performed under this contract,the Contractor shall: a. Comply with the safety standards provisions of applicable laws, building and tion in Construction"published carrstniction codes and the"Manua!of Accident Preven by the Associated Genera! Contractors of America, the requirements of the occupational Safety and Health Act of 1970 (Public Law 91-596), and the requirements of Title 29 of the Code of Federal Regulations, Section 1518 as published in the "Federal Register",Volume 36, No.75, Saturday, April 17, 1971. recaution at all times for the prevention of accidents and the protection b. Exercise every p t of persons(including employees) and property. Maintain at his/her office or other well known place at the job site, all aricles necessary C. ; E for giving first aid to the injured, and shall make arrangements for the immediate removal to twspital or a doctor's care of persons(including employees),who may be Injured o a.n the job sits. in no case shall employees be permitted to work at a job site before the employer has made a standing arrangement for removal of injured persons to a hospital or a doctor's care. ` .18-29 1110 PACKET I Each bid must be submitted on the prescribed forms and contain certain certifications grid documentation: Each bid must be submitted!n a sealed envelope bearing on the outside the name of the bidder,the � 5 bid!s being,,submitted. If forwarded by mad, �k bki Ws address,and the name of the project for which the . x } the's$aled envelope containing the bid must be enclosed in another envelope addressed as follows 1 a Purchasing Agent City of Jefferson, MO 320 last McCarty Street I Jefferson City, MO 65101•. t, ' k:• f # • .. , ... .. _ ,M.-. ..•*•-nor+'.+. .n-..... .,• �" .ssy 5,, Nk .. ^.^ 4N.a+i{ws* rN.r••• ... � Lh t ;1" f� fit, 'tI .iz ... +.r zfi rt.'. ..q �(.11�G�Y�`.'R* �*� ai�'.1•{VA"T,i� :z 'b r�Y'�^'�-"•� _ ,_ .:t � �� is �l �,. r _ _ __ . T ... ' i . . . . , . 1.:. ,. . .. . . _. . t.j, ' W � I I � `For the convenience of bidding this project,a"BID PACKET"has been Included with the project manual. ,�' 4 11 ThCs packe4 contains the necessary corms to be submitted with the bid proposal. The contents of this j 1.. packet include the following: • . 1) BID FORM I 2) BID BOND ' 3) ANTI-COLLUSION STATEMENT 4) CONTRACTOR'S AFFIDAVIT F ., S) STATEMENT OF MINORITY BUSINESS UTILIZATION COMMITMENT s I 11 r (. i � END OF INFORMATION FOR BIDDERS I I _ :,11 I . ;: t , I .i I D JJJjj f t. t .l , r . . j,.1 } ,11 .., : ..1. I. ' .. }.. ... t "•., 3 t:, j >r f - f�lr .tr - .f 1. , ,m_r .. ' ' .. `1 . I=s. l. .:' . .. .. .f ... .. F r ,f 1 I 1 7{{ y. t .f i { 1 y. . . (i,� 3 .' .,� .1 .11 � . {,ry S++ C� ' z. . s tt� hi 1i� f i - pt .i �, �.e 11 4 : i( y 7fR(tf f(/�. :. dt �tC s 7� t'f )'; 1 .i 1. i y 4 ! t .11) b ( t t } i `f' N } f rfa Y q�h 1,1 "� t 4 A", ! '� 11 pie i'•rt, ' t ¢ F J y 'il MAY 1 1' 1 1 ,5 L.r. y c'1+t J 5 - ; d j' x }` 1 11.�.' �ltlr. 7 ,! rz.. r '.i j _ .. 6 ' ( lr..:r t . I I-lC V y i .. I � . . + t 11L ,. i`i13 ./. _ ... `t i f 4.11`" x , : 'e 12.F ,y 'r__ ...,__1.1'1.x rs T} z fyt i° 'tr wp+{-yyy�,;.pi7 j .r ��u j fC 7 y , y, r •{5 ;L 111. 5 'Ni.,,.SYr i' z4 y��t f °11. ^'+•£..+2't33 a}4 ( y 1..- y P e ff �r t � iefe 1, k , Sf r �` '! e i 1 ,.'r i r f tc. :lty F':.. .v. ..t +tF.t y� +!. L , r ,� F - c i trio •i ;1i_111..1+� ii r 1.t f` i �� j 4 7: 5 t[F fr Q >t {,tJ''Y1 --,_ f5�1, y f r� ( 'i! f: y(tt. r,f11 r yF,Si ; E ql: r r �3"G I, . c6:.�.tky5 1 l i.., - .i` sl + :Y .err}i bKf 'At W.{��y �F .� J ti 1.I lf',1 r.5 r s �h $ Y 'r ,. :F'} C "' "j bi ,,Y , '.J,11 A r r d y �' �F t:t I �> lTAI.� x..: �S G.r. ' t a,.: ' ; ':.Y ... /, r a yv �_ tit' .'.r2,!_�.,tl w`k rt- ..a�i:?.::r+j & i`-" —earl e �aa(nvareru'cr � -`.t..m.x - •--'�'• ---- - - - BF t of 4. BID PROPOSAL FORM for CITY OF JEFFERSON PROJECT NO. 63004 TRANSIT/ MAINTENANCE GARAGE EXPANSION FROM: Name of Bidder verslues Construction Co. , Inc. V . Route #6 , Rocky Valley Rd. `z Address of Bidder Jefferson city, Mo 65101 TO CITY OF JEFFERSON 320 East McCarty Street r , Jefferson City, Missouri 65101 THE UNDERSIGNED BIDDER, having examined the plans, specifications, regulations of the , n ract Special Conditions, other proposed contract documents and all addenda thereto; Co, t p ,r and being acquainted with and fully understanding (a) the extend and character of the work covered by this Bid; fib) the location, arrangement, and specified requirements for the . t 1 proposed work;(c)the location, character, and condition of existing streets, roads, highways, f railroads, pavements, surfacing, walks, driveways, curbs, gutters, trees, sewers, utilities, l drainage courses,structures, and other installation, both surface and underground which may i affect or be affected by the proposed work; (d) the nature and extent of the excavations to be made and the type, character, and general condition of materials to be excavated; (e) the necessary handling and rehandling of excavated materials; (f) the location and extent of $° necessary or probable dewatering requirements; (g) the difficulties and hazards to th e'work `. which might be. caused by storm and flood water; (h) local conditions relative to labor, transportation, hauling, and rail delivery facilities; and (i) all other; factors and conditions affecting'or'which maybe affected by the work. ` HEREBY PROPOSES to furnish all required materials, supplies, equipment, tools, and plant; to perform all necessary labor supervision; and to construct, install, erect, and completa ",all stipulated, required by,and in accordance with the proposed contract documents and ' 5 the draw'ing6j specifications, and other documents referred to therein (as altered, amended, af" mo ified b addenda in the manner and time rQSCribed and that he will accept. , full d' y ) � p s r payment sums.determined by applying to the quantities of the following items,the following „unit' rites andlor an !um sum payments rovided plus or minus an special a meets and p.., Y p P Ym Y P Y r adjustments provided in the specifications and he understands that the estimated quantities x 3 , � aroirt given are riot guaranteed to be tha exactor total quantities required for the completion j z «.y1 of the work shown on the drawings and described in the specifications, and that increase3 or decreases May be made over or under the Contract estimated quantities to provide for.needs , ' that;are determined during progress of the work and that prices bid shall apply to:,such ✓<<'.3 increased'or decreased quantities,as follows: -1Y " t 1¢ °: 'r l 1 f,gs p i*-;T xw.rr«ra• i- e" 77-- At" b i.Yt 1' P!f .}..t,:• { ' � .,....:,...........�„:;: �i is rp•'*$r.r:sr t t. y�� ,x l a"t t:. f ,.t, t.._ ... �'""}^�(^+^ }'#R* �� •r,. p, f I ' T a i .C;4 + ;tro+'' d. ME,,tt'�tt{� ,•�f}.. . •'.-,.y. 7r�r`y �'��` fV,�i, }y, 1:t�� x r, i Y ti f 5 i Syr dI # _ _ '�afiQf�IwLaIwOlS�witetial�.iaa `wa®s�ar.. �..e.' •..re,. .15 _Sx 1A�}rsh A �••a?'.61 r3.y .i Ce.�4_:<;� i;...# 8F2ct4 :4 f »� 1, FOR BASE BID:The sum of seventy-two thousand , one hundred I) sixty & 00/100 72 , 160. 00 ? { Dollars ($ ). 2. ALTERNATES: (Reference Section 01030 - Alternates) all ll State the amount to be added to the Base Bid if the Owner accepts any o -' of the following Alternates. The Owner reserves the right to reject any or all of the Alternates and to select allerna s in any order. ALTERNATE NO. 1 - Add removal and replacement of nine (9) 13 ft. x 13 ft. x F inch thick sections (panels) of concrete pavement as indicated. Add to the Contract, Six thousand, five hundred ninety-two '& 00/100 Dollars ($ 6 , 592-00 )• t f- 3. UNIT PRICES: (Reference Section 0102E - Unit Prices) ` For changing specified quantities of work from those indicated by the contract j drawings and specifications, upon written instructions of the Owner, the E following unit prices shall prevail. The unit prices include all labor, overhead and profit, materials, equipment, and all other necessary items to cover the finished i {{ work of the several kinds of work called for. Only a single unit price shall be E .J given and it shall apply for either MORE or LESS work than that shown on the �{ drawings and called for in the specifications or included in Alternate No. 1. In the L event more or less units than so indicated or included, change orders shall be -.! issued for the increased or decreased amount. UNIT PRICE NO. 1 - For the removal and replacement of a 13 ft. x 13 ft. x 6 inch - thick section of'concrete pavement (panel). (Include nine (9) panels in Alternate -j No. 1) Seven hundred forty & 00/100 740.f�d More or Less. Dollars ($ _ ) per 13 ft. x 13 ft. pavement panel. A c 1 f 4Y2 D' µ 4ti ,.r.�.+r.+�+.�—^�.�.+•..5r..�..•.�"�+s,'.°'wal►�.�.+wo..awssmrn..s.wyearaww..�ua}ww,w�va�swa 16HR7CIfif1 j • BF3of4 d SUBCONTRACTORS {{ der intends to use any subcontractors in the course of the construction, e ...1 {f the Bid shall list them. Ken sandbothe- Flumbing universal Mechanical - Imhoff Painting Fischer electric Dulle overhead Doors TIME OF COMPLETION I agrees to complete the protect within One Hundred FiftY The undersigned hereby a9 days, subject to the s tipulations of the regulations of the Contract an o 50) calendar y the Special Provisions. the vices quoted above include understood and agreed that if this bid is accaPe�'s a prices exempted under the It is P those to P aid by the all applicable state taxes, excepting provisions of Section 144.0E 2 �tSMo, and that said taxes shall be p 1 Contractor. persons or firms interested (` hereby declares that the only p ?, e undersigned, as Bidder: amed herein and that no other persons _-�- Th in the bid as principal or principals is or are n herein mentioned have any interest in this bid or in the Contract to be - or firms than t e • bid is made without connection with any other person, company, I entered into; and this •n a bid; and that it is in all respects fair and in good faith, without " or parties making collusion or fraud. osit shall become the property The undersigned agrees that the accom�Xecu a this Contract or furnish Bond as called ±` of the Owner, should he fail or refuse to J for in the sp ecifications within the time provided. notice of the acceptance of this bid is mailed, telegraphed, or delivered to the R If written noi� .: 60 days after the date o€ opening of bids,0)or days.after undersigned within sixty ( ) y fter before this bid is withdrawn, the undersigned will,within ten (1 ) r therea tel ra hing, or delivering of such notice, execute and deliver. the date of such mailing, P i a Contract in the form of Contract attached. designates as his office to which such notice of acceptance C. E The undersigned hereby 9 Route #6 ► Rocky valley Rd. ; may be mailed, telegraphed, or delivered: Verslues Construction o�, 4 Mo 651 Jefferson City, f {`j • t - h Z i t j s } sF4of4 a ' withdrawn at an time prior to the it is understood and agreed that this bid may be Y I l " scheduled time for the opening of bids or any authorized postponement thereof. Attached hereto is a Bid Bond for the sum of 5$ aid Bond . i ' Dollars (cashier's check), make payable to the City of Jefferson. I Signature of Bidder: doing business If an individual, —3 as_ member of firm. If a partnership,____ Y i if corporation, Verslues co •truction Co. , Inc. ,-- by Title._ Secretary Route #6 ,Rocky Valley R6EAL �( Je{ferson city MO 65101 Business Address of Bidder —.f._ i If Bidder is a corporation, supply the following in Missouri { { E State in which incorporated Edith Verslues l Name and Address of its 6 919 Rocky Valley Rd. Jefferson City, MO 65101 President Dennis Verslues l Secretary 6 919 Rocky Valley Rd. -- Jefferson City, MO 65101 IMF j I Date 1-06-9 s 1 k t � t:t f BID BONA r` z KNOW ALL MEN SY THESE PRESENTS, that we, the VERSLUES CONSTRUCTION CO. , IN('. as Principal, undersigned,_.,_ -- ----- ' ' OHIO CASUALTY INSURANCE COMPANY _„_as Surety, are hereby held and firmly I y dnd , . } � i f bound unto the CITY OF JEFFERSON, MISSOURI , as owner, in the penal sum of FIVE PERCENT OF THE TOTAL AMOUNT BID for the payment of which, well and . truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, i administrators,successors and assigns, this____lday of �RV .199 8 I The condition of the above obligation is such that whereas the Principal has submitted to the CITY OF JEFFERSON, mIssOUR1 a certain Bid,attached hereto and hereby made a part hereof to enter into a contract in writing, for the project entitled: "Project No.63004,Transit/Maintenance Garage Expansion" "i NOW,THEREFORE, (a) It said Bid shall be rejected, or in the alternate, (b) It said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance I of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, shalt in all other respects perform _ the agreement created by the acceptance of said Bid, � then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all ,claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety,for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by the extension of the time within which the Owner may accept such Bid;and said Surety does hereby waive notice of any such extension. j IN WITNESS WHEREOF.the Principal and the Surety have hereunto set their has s , and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. VERSLUES CONSTRUCTION CO. , INC. L.5,) Principal SEAL. Cv-�fi' Co is OHIO CASUALTY INSURANCE COMPANY1 LaRRIANN O. BIASSIE ATTORNEY-IN-FACT �} iA 3 e - • . CERTIFIED COPY OF POWER, OF ATTORNEY '- WHO (_',A'UALTY WSURANCE COMP i HOME Om-CF..tiAZMT<?N,OHIO No, 28-215 tt4fu LAl1 PrY hu hPsP li rrsPnfS e That THE OE;IO CASUALTY INSURANCE COMPANY, in pursuance of authority granted by Article VI, Section 7 of the By-Laws of said Company, does hereby nominate, coantitute and appoint; J James P. Cittadino or Jerriann B. Blassie - - - - _ its a a and lawful agent and attorney -in-fact, to make, execute, seal and deliver for an+d onuits5 behalfsas osu ety,Y;uid as '—� its act and deed any and all BONDS, UNDERTAKINGS,and RECOGNIZANCES, not exceeding in any single instance .-..I ONE MILLION - - .- _ _ _ _ _ _ _ _ _ _ _ g excluding, however, any bond(s)or undertaking(s) _ — r _ — —(s 1,000,000.00 '•) Dollar, gO guaranteeing the payment of notes and interest thereon i { And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly i j elected officers of the Company at its office in Hamilton, Ohio, is *heir own proper persons. ' --, The authority granted hereunder supersedes any previous authority heretofore granted the above named attorneys}in-fact. I r �►�It psi In WITNTSS WHFAEOF, the undersigned officer of the said The Ohio Casualty ? Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of the SEA1<. said The Ohio Casualty Insurance Company this ia�h day of 14 1 �. February 92_ ......._........_....... STATE OF OHIO, 1 w, COUNTY OF BUTLER SS' Assi rat Sx ry rete { -- On this 10th day of February A.D. 19 92 before the subscriber, a Notary Public of the State of Ohio, in and for the County of Butler, Lloyd E. Gear, Assistant Secretary of THE OHIO C--aSUALTy INSURANCE COMPANY,'to me personally known qu ie be the duy commission individual and officer described in,' and who executed the orecedine instrument, and he acknowledged e ! the executirnl i i AFFID,1 NTIT OF ATTORNEY-IN-FA.CT FOR SURETY 1 i STATE OF ..� COUNTY OF ..ST•LOUIS .... i On thir4.........6....day of......................... 19...9$ before sae Personally appeared.................IERRTA,NN..B_BLASSJR................... -- i _ ........................... Attorney-hi-fact, of The Ohio Casualty Insurance Company, with whom I am t personally acquainted, who being by me duly avvorn, did depose and say, that he resides in.......S�,.IrQtIZS,,..MS7...........................: that he is the r' Attorney-in-fact of The Ohio Casualty Insurance Company, the corporation named in and which execut- ed the within instrument; that he Irrfowa the corporate seal of said co that the seal affixed to the said instrument is such co corporation;th corporate seal; that it was so affixed by order of the Board of I�j�tq of said corporation, and that he signed and executed the said instrument as Attorne potation by like order. y-in-fact'' MYlVl Co /�J^ •, Commission expires........................................ ..... ;411K.!.... — �..;�SAL q�,'e', � Form 3-170 1i BRYAN KRATKY,NOTARY PUBLIC •a ` STATE OF MISSOURI,COUNTY OF ST.LOUIS NOT A04' MY COMMISSION EXPIRES APRIL 9,2001 ///111101111t1y�p a d Of attorney, pies and V1 Jnfull / e the by-laws Of the UOmpa.7Y and Ine above xesOtutton of Its hoard of Wirectors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this 6 day of JAN A.D., 19 X36 SEAL 7f►11t�al���� Assistant Secretary S-x300.0 6.40 15M , 1 i r { ANTI-COLLUSION STATEE49H STATE COUNTY OF osa3e E Dennis J. Verslues Edith Verslues -� being first duly sworn, deposes and says that he is Secretary President of i TITLE OF PERSON SIGNING Verslues Construction co. Inc. ��- I ; NAME OF BIDDER ( that all statements made and facts set out in the bid for the above project are true and correct; and that the bidder (the person, firm, association, or corporation making said bid) has not, either directly or indirectly, entered into any agreement, participated in any -7 collusion, or otherwise taken any action in restraint of free competitive bidding in J� connection with such bid of any contract which result from its acceptance. Afnant further certifies that bidder is not financially interested in, or financially affiliated With, any other bidder for the above project. :j.. .B r / c Y) a 6th January Sworn to before me this day of .�99� " ,..! 171tt1/1 r b .• �'1P PUSLIC . ,9TAR1° ••�'' $ .. ° • a , �;A °rtiFYnu Lac: W My commission expires . +`...ice. .t r Sha I AT YY t ................. .. _... ...._._...._.._. __.__. { s i i CONTRACTOR'S AFFIDAVIT This affidavit is hereby made a part of the Bid, and an executed copy thereof shall accompany each Bid submitted. j STATE OF Missouri COUNTY OF Osage 1 7 The undersigned, Dennis Verslues of lawful age, being first duly sworn states upon oath that he is Secretary of t Verslues Construction Co. , Inc. the contractor submitting the attached bid, that he knows of his own knowledge and ' states it to be a fact that neither said bid nor the computation upon which it is based include an amount of monies, estimate or allowance representing wages, moneys or any designated, proposed to be aid to persons who are not required expenses, 9 • P P P P -, to furnish material or actually perform services upon or as a part of the proposed project. AFFIANT Subscribed and sworn to before me, a Notary Public, in and for the County and State aforesaid, this 6thday of January f a PUBLIC i f�yo'rARYS- ' ` IU v ¢¢ ate 1,AF`..F � 77 rr�r��tflii�11i1:d�� My Commission Expires:_�2� / � �-o 0/ ID ,r : i �PM p t 4L :.z tf """"••a,.TM.x»vwvs:,ew,.at•:rsa;+r rx.,,.h. ...M ..... ...a_. .._ ..... ..... .... ,_ . . 1 i ;c525�,fir. Yj t • i � ' (NINORITY BUSINESS ENTERPRISE STATEMENT 1 i Contractors bidding on City contracts shall take the following affirmative steps to assure that small, women owned, and minority business are utilized when possible as sources of suppliers, services, and construction items. �. Contractor's will submit the names and other information if any, about their MBE sub-contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified MBE sub- contractors when possible on City contracts. . 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies, services, and construction. J 4. Qualified small, women owned, and minority business will be solic6� whenever they are potential sources. s 5. When economically feasible, Contractors will divide total requirements into smaller tasks or quantities so as to permit maximum small, women owned, and minority business participation. 6. Where the requirement permits, Contractor will establish delivery schedules which will encourage participation by small, women owned and minority '! businesses. 7. Contractor will use the services and assistance of the Small Business Administration, the Office of Minority Business Enterprise, and the Community Services Administration. `f g. Forms for determining Minority Business Enterprise eligibility may be obtained '. from the Department of Public Works. ff t 't 1 t. i d t r a f 4 . I 1 I _J MINORITY BUSINESS UTILIZATION COMMITMENT A. The bidder agrees to expend at least two (2) % of the contract, if awarded, for Minority Business Enterprise (MBE). For purposes of this commitment, the terra 'Minority Business Enterprise" shall mean a business: 1. Which is at least 51 percent owned by one or more minorities or women, or, in the case of a publicly owned business, at least 51 percent of the stock of which is owned by one or more minorities or women; and 7 2. Whose management and daily business operations are controlled by one -� or more such individuals. "Minority Croup Member" or "Minority" means a person who is a citizen or lawful -� permanent resident of the United States, and who is: 1. Black(a person having origins in any of the black racial groups of Africa); I _ 2. Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, South or Central America, or the Caribbean Island, regardless of race); 3. Asian American (a person having origins in any of the original peoples of the Far'East, Southeast Asia, the Indian sub-continent, or the Pacific Islands); 4. American Indians and Alaskan Native (a person having origins in any of the original peoples of North America); " 5. Member of other groups, or other individuals, found to be economically { ' and socially disadvantaged by the Small Business Administration under Section 8(a) of the Small Business Act, as amended [15 U.S.C. 633(a)]. I 'r 6. A female person who requests to be considered as an MBE, and who "owns" and "controls" a business as defined herein. Minority Business Enterprises may be employed as contractors, subcontractors,. ` or"suppliers. r , ""'w 'St.M+J'Wa?W+.•UiI�AW.'/.L+w+*d.wlR 4'.+.dja .r..v,. ..._.,. ..... .. ..., ,..... , y •`} rt .; _, I '. 1i.,. n y r nd i�4t`.a3,: Ja.s 1 li3 Vi B. The bidder must indicate the Minority Business Enterprise(s) proposed for utilization as part of this contract as follows: ry' Name and Addresses Nature of Dollar VaILle of of Minors Firms Participation Pa ici ion i Total Bid Amount:. 72,160.00 _ Total: yo 0 Percentage of Minority Enterprise Participation: _ 0 j C. The bidder agrees to certify that the minority firm(s) engaged to provide; materials or services in the completion of this project: (a) is a bona fide Minority Business Enterprise; and (b) has executed a binding contract to provide specific i materials or services for a specific dollar amount. -� A roster of bona fide Minority Business Enterprise firms will be furnished by the City of Jefferson. The bidder will provide written notice to the Liaison Officer of the City of Jefferson indicating the Minority Business Enterprise(s) it intends to use in conjunction with this contract. This written notice is due five days after >' ! notification to the lowest bidder. . Certification that the Minority Business Enterprise(s) has executed a binding contract with the bidder for materials or services should be provided to the MBE Coordinator at the time the bidder's contract is submitted to the MBE Coordinator. Breach of this commitment constitutes a breach of the bidder's contract, if awarded. D. The undersigned hereby certified that he or she has read the terms of this commitment and is authorized to bind the bidder to the commitment herein set forth. ' Dennis Verslues., secretary f � ` • - - NAME OF AUTHORIZED OFFICER DATE 1-06798 ' SIGNATURE OF AUTHORIZED OFFIQER 1 _ t f t y�r 3 e AFFIDAVIT COMPLIANCE WITH PREVAILING � WAGE LAVA Before me, the undersigned Notary Public, in and for the County of State of . personally came and appeared NAME POSITION i of the NAME OF COMPANY (A corporation) ( a partnership) (a proprietorship) and after being duly sworn did depose and say that all provisions and requirements set out in Chapter 290, Section 290.210 through and including 290.340, Missouri Revised Statutes, pertaining to the payment of wages to workmen employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with said E provisions and requirements and with /annual Wage Order No. 4, Section 020, Coale County issued by the Division of Labor Standards of Missouri on March 7, 1997 and � last modified in September, 1997, and General Decision M097001 as last modified j on November 7, 1.997 in carrying out the "contract and work in connection with Project No. 63004, Transit / Maintenance Garage Expansion located at Jefferson City in „f Cale County, Missouri, and completed on the day of . 19_,._ Y SIGNATURE it Subscribed and sworn to me this-day of . 19 NOTARY PUBLIC nay pammissi6ri expires: . y S TATE OF MISSOURI r ^x tuC .'r7 ^...wu-..W C+ds+'ianr,�•a.4 e-..:.a.«. .r_ ._. ..... . _ l t t. t tf.�Y f r �S.' ,„.�,,,.;.,,.,,�...,44,M•..N t , t,4t #�� '��t �i,,,r�+. .raj k}• ? ( ,{ '. .,. I.h .>i.5, ink �`Ir'P-ctn. tY -y.,'. .k 3:":. - _ 1 •. .. ) II � 1 � fl (J' 5 f ,t- hIA1►�Aileaewern�s>� �yy missoun . btande�ds } Viv or l lta�l W GE AND HOUR SF,CTiON i F THE �i � O In s •• e7 t tJJ -� Sv!•f p Mncecl- IMEL CARNAHAN, Governor Wage rdw...L . R Annu Section 026 y COLE COU In'acs rdancr�'with Section 290.262 RSMo 1994, within thirty (30) days after a certified copy ?' - of this Annual Wage order has been tiled with.the Secretary of state as Ind{cat�.�i {re{ow, any peTS©sa who may be ag'ected'by this Annual Wage Order may object by filing are objection In P.O. Box 599.Jefferson City, I"IC3 tri(yi3rate with the Uabor and in Relations Comrreisslon, .05yy• �ie�ch objections roust set forth {n writing the specific;grounds of objection lEar.9t r 63!02 I'.rD. Objection shall certify that a copy has been furnished to the 1)tvislon of Labor�tandarzts, ' fox 449, Jefferson City, MO 65102-0449, and to the party which requested this AnnuaF' ! 11e: order pe�KSUant to 8 CSR 20.5.0 100). A certified copy of the Annual Wage Order has been filed with the Secretary of State of Missouri. Director ,. Ileen A. Baker, .7 Islon of Labof Standards State: MAR 71997 - -= 1 Filed With Secretary of APR ta.�;t,Datc Objections May Be Fiic • SECRETA Y OF STAT t. « and Indust'1®1 RF.1adoa� Yrred by Missouri Department o� I.�atboir { �arr.er ISM1t i Jr ftjV `9 7- iT�rrr,f T it' 4 Ir �rtv c+�f,r +»+.*•xw..wro>ir�++..s»ahratr«aw .,u,...- °. '-n'-r 7 ,-rxS x� r,'r�1y"`sj� �mt xi�l 4 h1, fi t+;� 3 mow.•" '1 i . � . t. t�' .. ' �t. ' rT ! ( :'It;� v. ws��,i F`a'J 5:1.6rtl'.: �,', e,(r?.;., . .i.. - ,. .. 7 r .��+ _t,i,� t� cst, ::;'Z`4,13u,r1• yf,'.•#k ' Wxctio+�626 Building Construction Rates for REPLACEMENT PAGE 1 COLE County ver- Fringe Bene te as�c Tatal fits OCCUPATIONAL TITLE Date of f Hourly Time Holiday ..� Increase S11.00 Rates Rates 511.00 FED $9.715 Asbestos Workers 09197 $21.075 57 7 $4,50 Boilermakers 09197 516.20 59 7 $.4,32 Bdckla ers•Stone Ma3on 515.80 60 7 $2.42 Cara enters 517.56 9 3 Cement Masons S19.76 28 7 S5.45+13% Electricians Inside Wraman $16.84 FED 35. Communication Technicians 56.12 Elee�tot Conswctors 07197 a $25.08 26 54 ._. I E sneers-portable 8,Hoists 519.52 86 3 Group $8.86 1 05197 $8.86 Group!! 05197 $19.52 •86 3 58.86 ( 111 05!97 Grou 518.27 Sg.86 fIII-A� 05197 $19.52 86 3 58,86 I N 05/97 520.22 86 3 $8.86 GM Group V 05!97 521.52 86 , $10.53 06197 b 524.50 91 3 $6.27+7.4% Pi Ftt� $16.50 FED ! Glaziers I Lai�orers Build• 1: $13.50 110 7 $4.45 Cuero! S13-B5 110 7 $4.45 j First Semi-Skiged $13.85 110 7 --- $4'45 - -a Second SSrobSkff ed__ i i Lathers-Mgbl.Woad U5E CARPENTERS RATE oleum Layers�C•utt� $4.50 USE�pEIYTER5 RATE Lin } - - 09197 516.20 59 5432 Marble Masons 516.63 60 Mil hts Gay $17.12 11 8 $9.17 Iron workers $16.25 IS 7 51.00 i Pa&titers i $16.73 94 5 52.36 Plasterers 520.00 ED Plumbers 7 $4.32 2 _ 516.28 6% 54.89 Drivers 08197 519.10 1 4 r ` Roofer 57.03 07197 518.72 40 23 t Sheet Metal Workers -� _$10,50 FED S rinkif:-r Fitters -' 09197 -1fi.20 59 7 $4.50 Yeraz`P Workers 09197 516.20 59 7 $4.50 Tile Setters 5•` " Truck Drrrers•Teamslers 515.00 101 5 $3.50 1 515.70 101 5 53.50 11 $15.40 101 5 $3.50 Grou 111 $15.70 101' 5 1 $3.50 Grou N Traffic Contml ervice Drlver USE BLDG CONST.ENGINEER GROUP II RATE Well Drillers Welders-Ace en®f9<Elactric ? Fringe Benefit Percentage is of the Basic Hourly Rate .. ANNUAL INCREMENTAL INCREASE ANNUAL WAGE OtitSER N0.4 SEE FOOTNOTE PAGE , jf � f .... ,... ._ .. ... ti"T•,�r_.�.w•."r•fl .fit' ► REPLACEMENT PAGE Section 026 Building Construction Rates for COLE County Footnotes xs, : Effective Basic Total Fringe Benefits ; r. OCCUPATIONAL TITLE 1 Date of I Hourly i Time iHR°a�esyi Increase Rates Rates —_. { fi •Weiders receive rate prescribed for craft performing operation to which welding is incidental. k Use Building Construction Rates on Building(s)and Ali Immediate Attachments. Use Heavy Construction i rates for remainder of project. For crafts not listed in Heavy Construction Sheets, use Rates shown _ on Building Construction Rate Sheet. • Employees under 5 years-6 a%o s . a-V cation: Employees over 5 years8%; p ` f 'b AN work over$3.5 million total Mechanical Contract-$24.50, Fringes $10.53 r 1 All work under X3:5 million total Mechanical Conbact-$23.41. Fringes$9.53 I i i ' • .} y ,.'1t .. i P[ ;.'y S {is•` , �1 it / i 1 t, , 'ANNUAL INCREMENTAL INCREASE ANNUAL WAGE ORDER NO.4 cw }a �`i t. r.r .L v. i+•.',a... -='^'"^"'"°"a"'r' t""•"^'7, «.•..—...a+"�, .,F1�ar •.J<t. .,. ..»,.•, /' .. ,—._.,�•i r k t" ' `it St-f r t i. ! t •} 1 YV j 1� \Pt �I�l�IA�M�l�IId��Oai�soiolo rir.•r.c-ss� � 5_ r }�};: 9t i_x�t s.,rf _..��� S ..b•��1 n.iy1,'�f�4'. COLE COUNTY OVERTIME RATES ;.; FED: Minimum requirement per Fair tabor Standards Act means time and one-half(I%:)shall be paid fete all work in excess of forty(4 0)hours per work week. -i NO. 9: Eight (8) hours shall constitute a regular work day that may being as early as 6:44 a.m. and end no later than 5:34 p.m. All work performed in excess of the regular work day and on Saturday shall be compensated at one and one-half(1'h) times the regular pay. In the event time is lost during the work week due to weather conditions,the Employer may schedule work on the following Saturday at straight time. All•work accomplished on Sunday and holidays shall be compensated for at double the regular rate of wages. The work week for the cement masons is Monday through Friday,except for midweek holidays. ISO. 11: Means eight (8) hours shall constitute a day's work, from 8:00 a.m. to 5:00 p.m, from Monday to Friday. Time and one-half(I%) shall be paid for first two (2) hours Monday through Friday and the first eight (8)hours on Saturday. All other overtime hours Monday through Saturday shall be paid at double (2) time rate. Double(2)time shall be paid for all time on Sunday and recoLmizcd holidays or the days observed in lieu of these holidays. NO. 12: Means the work week shall commence on Monday and shall continue through the following Friday. ` inclusive of each week. All work performed in excess of forty (40) hours in one week. shall be paint for at the � rate of one and one-half(I V.-) times the regular hourly wage scale. All work performed within the regular J. -, working hours shall consist of a tc;n (14) hour work day except in emergency situations. Overtime work and i tiaturclay work shall he paid at one and one-half ()%) times the,regular hourly rate. Work on holidays ant! Sundays shalt be paid at two(2)times the regular hourly rate. w ' �'0. l8: Means a work week shli consist of foray (40) hours beginning Monday anc�ending on Friday. Any hours worked over forty (40) in this payroll period shall be paid at the rate of time & one-half 0',/2).:/2). Saturday i Work will be paid at time&one-half(1%). Sunday and recognized holidays shall be paid at double(2) time even if the holiday falls on Saturday. Saturday can be a make-up day,if needed,at straight time pay (provided it is not a holiday). ! r NO. 26: Means a regular working day shall consist of eight (l;)hours,between 7:04 a.m, and 5:00 p.m., five(+) -`� days per week. Monday to Friday, inclusive. Work performed on Saturdays. Sundays and beforc and.aftcr the regular v►�orking day on'Monday to Friday, inclusive, shall be classed as overtime, and paid for at double (2) the rate 61'single time. Holidays shali'bc paid at the double(2)time rate of pay. 5. AW 410,f1'1 ANNUAL WAGE ORDER NO.4 PAGF. 1014 PAGI-S y, r�.+�e�a-mworw .�...ra��w.r+.issu.v.�i.1�Fp�/eo irv.�w lN���IIIR�IP[d111/Yi1Li1Q�1fl1 �R# COLE COUNTY OVERTIME RATES NO. 28: Means eight (8) hours between 7:00 a.m, and 5:30 p.m. shall constitute a day's work five (S) days a -� ..week. Monday through Friday inclusive, shall constitute a work week. The Employer has the option for aworkday/workweek of four (4)ten (10) hour days (4-10's) providccl: -The project must be for a minimum of four(4)consecutive days. -Starting time may be within one(1)hour.eithcr side of 8:00'a.m. -Work week must begin on either a Monday or Tuesday: If a holiday falls within that week it shall be a i consecutive work day. (Alternate: If a boliday falls in the middle of a week, then'thc rcgular eight (8) hour schedule may be implemented). -Any time worked in excess of any ten (10) hour work day (in a 4-10 hour work week) shall be at the appropriate ovcrtimc rate. All work outside of the rcgular working hours as provided, Monday through Saturday, shall be paid at one & one-half(1%:) times the employee's regular rate of pay. All work performed from 12:00 a.m. Sundry through ` 8:00 a.m. Monday and recognized holidays shall be paid at double(2)the straight time hourly rate of pay. ;. t NO.40: Means the regular working week shall consist of five(5)consecutive($)hour days' lalx)r on the jnh beginning with Monday and ending with Friday of each week. Four(4) 10 hour days may con.�titutc the regular — work week. The regular working day shall consist of eight(8)hours labor on the job beginning as early as 7:00 a.m. and ending as laic as 5:30 p.m. All full or part tirne labor performed during such hours shall be recognized ±' as regular working hours and paid for at the regular hourly rate. All hours worked on Saturday and all hours worked in excess of eight(8)hours but not more than twelve(12)hours during the regular working week shall be paid for at time and one-half(l-%)the regular hourly rate. All hours worked on Sundays and holidays and ali hours worked in excess of twelve(12)hours during the regular working day shall be paiZI at two(2)times the regular hourly rate. In the event of rain, snow,cold or excessively windy weather on a regular working day,day, far an e-up ma as a e gna -- Saturday may be designated as a "make-up"day. Saturday may also be designated " k " ! r employee who has missed a day of work for personal or other reasons. Pay for"make-up"days shall beat i' regular rates. 57: Means eight (8)hours.per day shall constitute a day's work and forty (40) hours per week, Mons ay to _. Friday inclusive, shall constitute a weeks work. The regular starting time shall be 8:00 a.m. When i circumstances,warrant,the contractor may change the regular workweek to.four(4)tcn-hour shifts.at the rc�►uiar straight tinge rate of pay. The first two (2) hours of overtime worked Monday through Friday and the first eight (8)hours on Saturday shall be paid at the rate of time and one-half(1/). All time worked in excess of ten (10) ?, hours.Monday through Friday and eight(8)hours on Saturday and all time worked on Sunday and holidays shall be paid for at the double(2)time rate of pay. �r Aw+oab OT ANNUAL WAGE ORDER NO.4 PAGF ,-OF 4 PAGrS F� w.nnw�..+..raaw�w�MM.f�afncwarwna.AA+r�1,ww1P(1T.�clri�grsWr+.+f�a�ooavrau �I i I w COLE COUNTY OVERTIME RATES 1 NO. 59: Means that except as herein provided, eight (8) hours a day (which may begin as early as 6:00 a.m.) shall constitute a standard work day, and forty (40) hours per week shall constitute a week's work. All time worked outside of the standard eight (8)hour work day and on Saturday shall be classified as overtime and ;paid the rate of time and one-half(I h). All time worked on Sunday and bolidays shall be classified as overtime and paid at the rate of double (2) time. The Employer has the option of working either five (5) eight hour days or four(4)ten bour days to constitute a normal forty(40)hour work week. When the four(4)ten-hour wank week is in effect,the standard work day shall be consecutive tea(10)bour periods between the hours of 6:30 :a.m. and 6:30 p.m. Forty (40)hours per week shall constitute a weeks work,Monday through Thursday,inclusive, In the event the job is down for any reason beyond the Employer's control, then Friday and/or Saturday may, at the option of the Employer, be worked as a make-up day: straight time not to exceed ten (10) hours or forty (40) hours per week. When the five day (8) hour wort, week is in effect, forty (40) hours per week shall constitute a week's work. Monday through Friday, inclusive. in the event the job is down for any reason beyond (tic Employer's control, then Saturday may, at the option of the Employer, be worked as a make-up day, straight time not to exceed eight (8)hours or forty (40) hours per week. NO. 60: Means a regular work day of eight(8)hours may start as early as 6:00 a.m. and end as laic as 5:30 p.m. +' 3'he Employer shall have the option of working five 8-hour days or four 10-hour days Monday through Friday. - If an Employer elects to work five 8-hour days during any workweek,hours worked more than eight (8) per clay or 40 per week shall be paid at time & one-half(I%) the hourly rate Monday through Friday. If an Employcr is prevented from working foray (40) hours, Monday through Friday, or any part thereof by reason of inclement —' weather(rain or mud).Saturday or any part thereof may be worked as a make-up day at the straight time rate. If an Employer ciccts to work four 10-hour days, between the hours 6:30 a.m. and 6:30 p.m. in any week. work performed more than ten (10) hours per day or forty (40) hours per week shall be paid'at time & one-half(I!�) the hourly rate Monday through Friday. If an Employer is working 10-bour days and loses a day due to inclement weather,he may work ten(10)hours Friday at straight time. NO. 86: Means the regular work week shall consist of five(5)days, Monday through Friday,beginning. at 11:00 a.m. and cnding at 4:30 p.m. All overtime work performed on Monday through Saturday shall be paid at time �? and'onc-half(I h)the hourly rate. All work performed on Sundays and holidays shall be paid at double (2) the hourly rate. i NO. 91: Means eight (8) hours shall constitute a day's work in a time frame beginning as early as 7:00 a.m. and ending as late as 5:30 p.m. The work week shall be forty (40) hours beginning Monday as early as 7:00 n.m. f -�} and ending Friday at 5:30 p.m. Employees shall receive double(2)time for over eight (8)hours in a work day or for over forty (40) hours in a work week. from Monday through Friday. Saturdays, Sundays and recognized holidays shall be paid at the double(2)time rate of pay. NO.94: Eight(8)hours shall constitute a regular work day that may being as early as 6:00 a.m. and end no later than 5:30 p.m. All work performed in excess of the regular work day and on Saturday shall be compensated at one and one-half(I%) times the regular pay. In the event time is lost during the work week due to weather t conditions, the Employer may schedule work on the following Saturday at straight time. All work accomplished ? on Sunday and holidays shall be compensated at double the regular rate of wages. AW40:6 tit ANNUAL WAGE ORDER NO.4 PAGE 1 OF 4 PAQ:S .. .. t fir: it y 'y� l�� If '••' ..' COLE COUNTY OVERTIME RATES -' NO DOD: Means eight (8) hours a day shall constitute a standard work day, and forty (40) hours per wcck shall -- constitute a week's work, which shall begin on Monday and end on Friday. All time worked outside of the standard � . work day and on Saturday shall be classificA as overtime and paid the rate of time and one-half WO (except as hct'cin provided). All time worked on Sunday and recognized holidays shall be paid at the rate of double(2)time. 7. ' Starting time may be as early as 6:00 a.m and end as late as 5:30 p.m The Employcr has the option of working;either five(5)eight-hour days or four(4)ten-hour days to constitute a no rmal forty(40)hour work week. When a lour(4) tcn-hour day work week is in efi'ect, the standard work day shall be consecutive ten (10) hour periods between the hours of 6:30 a.m. and 6:30 p.m Forty (40) hour's per week shall constitute a week's work Mmiday through s Thursday, inclusive. In the event the job is down for any reason beyond the Employer's control, then Friday and/or Saturday may,at the option of the Employer,be worked as a make-up day, straight time not to exceed ten(10) h6- or forty(40)hours per we All work over ten(10)hours in one day or forty(40)hours in a 4 4 0's work wcck shall be paid at the overtime rate of time and one-half(l i4). When using a five (5)day eight (8) hour work week, and the _ s b is down for an reason beyond the Employer's control, them Saturday may, at the option of the Employer, be i job Y �'° ._ worked as a make-up day,straight time not to exceed eight(8)hours or forty(40)hours p er week. i NO. 110: Means eight(8)hours between the hours of 8:00 a.m. and 4:30 p.m. shall constitute a work day. The g _ work week shall commence at 8:00 a.m. on Monday and shall end at 4:30 p.m. on Friday. All work perforn�cd On Saturday, except as herein provided, shall be compensated at one and one (l h) times the regular hourly ' rate of pay for the week performed. All work performed an Sunday and on rccognizcd holidays shall be, z compensate d at double (2) the regular hourly rate of pay for the work performed. If an Employcr is prevented from working forty(40) hours, Monday through Friday,or any part thereof by reason of inclement weather(rain and mud). Saturday or any part thereof may be worked as a make-up day at the straight time rate. The Employer shall have the option of working five eight (8) hour days or four ten (10)hour days Monday through Friday. if an Employer elects to work five (5) eight (8) hour days during any work week, hours worked more than eight (8)per day or forty (40) hour per week shall be paid at time and one-half(I h) the hourly rate Monday through Friday. If an Employer elects to work four(4) ten (10) hour days in any wcck, work perfarrncd moo than fen. (10) hours per day or forty (40) hours per week shall be paid at time and one-half(i h)the hourly rate MOnday through Friday. If an Employer is working ten (10) hour days and loses a day due to inclement weather, they may work ten (10) hours Friday at straight time. Friday must be scheduled for at least eight (8) hours and no more than ten (10) hours at the straight time rate, but all hours worked over the forty (40) hours'Monday through Friday will be paid at time and one-half(1'h)overtime rate. E AW4026.OT ANNUAL WAGE ORDER 110.4 PAGE I OF 4 PAGE i 4 HOLIDAY RATE SCHEDULE-BUILDING CONSTRUCTION NO. 1:All work done on New Year's Day,Decoration Day,Fourth of July,Labor Day,Thanksgiving Day,and Christmas Day shall be paid at the rate of double time. When one of the above bolidays falls on Sunday,the following Monday shall be observed. —, NO.2:All work performed on New Year's Day, Memorial Day, Fourth of July,Labor Day,Thanksgiving Day, Christmas Day,or the days observed as such,shall be paid at the double time rate of pay. 1 j t NO.3: All work done on New Year's Day.Decoration Day,July 4tb, Labor Day,Veterans Day,Thanksgiving g J Day and Christmas Day shall be paid at the double time rate of pay. Whenever any such holidays fall on a I Sunday,the following Monday shall be observed as a holiday. -7 NO.4: All work done on New Year's Day.Memorial Day, Independence Day,Labor Day,Thanksgiving and Christmas Day shall be paid at the double time rate of pay. If any of the above holidays fall ou Sunday,Monday will be observed as the recognized holiday. If any of the above holidays fall on Saturday. Friday will be observed. F as the recognized holiday. NO.5: All work performed on New Year's Day,Decoration Day (Memorial Day),Independence Day(Fourth of i July), Labor Day,Thanksgiving Day,Christmas Day, or days observed as such, shall be paid at the rate of double (2)time. When a holiday falls on a Saturday,the preceding Friday shall be observed When a boliday falls on a Sunday,the following Monday shall be observed. No work shall be performed on Labor except to save life or property. Where one of the holidays specified falls or is obscryed during the work week,then all work performed over and above thirty-two(32)hours in that week shall be p aid at the rate of time and one-half()r�). ! A NO,6: Ali work done on New Ycaes Day,Memorial Day, Fourth of July,Labor Day,Veteran's Day, i Thanksgiving Day,Christmas Day,and any additional holidays which may be mutually agreed upon shall be paid v, at the double time rate of pay. Whenever any such holiday falls on a Sunday,the following Monday shall be recognized and observed as the boliday. z'. v NO..7: All work done on,Ncw Ycaes Day,Memorial Day,Independence Day,Labor Day, Veteran's Day, 11aa4csgiving Day,and,Christsnas Day shall be paid at the double time rate of pay. If a holiday falls on a Sundae, Wsha l be observed on the Monday. if a holiday falls on a Saturday, it shall be observed on the preceding Friday,. ,r NO:S:All work done on New Year's Day,Memorial Day, Independence Day,Labor Day,Veteran's Day, << Thanksgiving Day,and Christms,or days observed as such,shall be paid at the double time rate of pay. NO.9: All work done on New Yeaes Day,Memorial Day,Fourtb of July,Labor Day,Thanksgiving Day and C nstmas,Day shall be paid for at the double time rate of pay. Any one of the above listed bolidays,falling on Sunday shall be observed on the following Monday.and paid at the double time rate of pay as all observed j holidays r .. 'NO.,10:Dili work done"on New XeAes tyay,`Memorial Day,Independence Day,Veteran's Day.Tbanksgrvirig r Day,thr,day after Thanksgiving'and Christmas Day shall be paid at the double(2)time rate of pay:` sy.Iiallday, which occurs on'a Sunday shall be observed the following Monday. No work shall be perfiarmed•on LABOR DAY except to save life an property. s ANNUAL WAGE ORDER NO.4 �noF t�l7YA�ES IF : I p �� ,.nu4i a z t GD l.{ f• ° .:'rt r .;. �,<. i NO. 11: All`work done on New Year's Day,Memorial Day,Christmas Day,Fourth of July, and Thanksgiving te of double time. Positively no work sball be performed on Labor Day. Martin Day shall be paid for at the ra Luther King's Birthday,Veteran's Day and the day after Thanksgiving Day sball be considered optional holidays. and if the employer and employees agree that work will be performed on that day,no premium will be required. Should any of the above holidays fall on Saturday,the holiday will be observed on Friday. Should any of the i above holidays fall on Sunday,the holiday will be observed on Monday.' NO. 12:All work done on New Year's Day,Decoration Day,Independence Day,Veteran's Day,Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. Should any of these days fall on Sunday, then the following day shall be observed as the holiday. Under no circumstances shall employees be permitted to j work on Labor Day. NO. 13:All work done on New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day and.Chrismus Day shall be paid at the rate of time and obe-half(1 1/2). NO. 14:All work done on Memorial Day,Fourth of July.Thanksgiving Day,Christmas Day and New Year's Day shall be paid at the rate of time and one-half(1 1/2). No work shall be done on Labor Day. When a recognized holiday falls on Sunday,theTollowing Monday is observed as the holiday. NO. IS: All work done on New Year's Day,Decoration Day,Independence Day,Thanksgiving-Day and Christmas Day shall be paid for at the rate of double time. No work shall be performed on Labor'Day. NO. 16:There shall be seven(7)recognized holidays:New Year's Day, Memorial Day,Independence Day, - Labor Day,Armistice Day.Thanksgiving Day and Christmas Day. No work on any pretense shall be performed t on Christmas Day,Labor Day,oa Independence Day. Any work performed on the other holidays shall be.paid for at two(2)times the regular rate of pay. NO. 17:All work done on the following holidays shall be paid at the double(2)time rate of pay: New Ycar's Day, Memorial Day,Fouru`t ofJuly,Labor Day,Veteran's Day,to be celebrated on either its national holiday ar on the day after Thanksgiving,Thanksgiving Day and Christmas Day. f. NO. 18: All work done on.Ncw Year's Day,Memorial Day,July 4th,Labor Day,Veteran's Day, anksgiving Th ` Day,the Friday following Thanksgiving and Christmas.Day shall be paid at the double time rate of pay. When t � 0116,of the above holidays fails on Sunday,the following Monday shall be considered the holiday,and wbm'one „ of the above holidays falls on Saturday.the preceding Friday shall be considered the holiday,and all was;k performed oa said day(s)shall be paid at the double time rate. j NO. 19 All work done on New Year's Day,Memorial Day,July 4th,Labor Day-,Thanksgiving Day,and C'hristrnas Da shall be id at the double time rate of pay. the employee may.take off Friday followrn is c Y pa p Y Y Thanksgiving Day provided be or she has notified their supervisor on the Wednesday preceding'Th' ksgivrag ` NO.20.All woek dose on.New Year's Day,Memorial Day,Independence Day,Labor Day,Tbanksgiving Day' r } and C'1t nstrmDay shall be paid at the double time rate of pay. When a paid holiday falls on Saturday, it,shall be ; observed on Saturday.,When a paid holiday.falls on Sunday,it shall be observed on Monday , #• ANNUAL WAGE ORDER NO.4 w, 1 "" ryfi r g, cw 'NO. 21:All work done on New Years Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day; Christmas Day,or days locally observed as such,shall be paid at the double time rate of pay. If Saturday falls on a designated holiday,all hours worked shall be paid at the double time rate of pay. NO. 22: All work done on New Year's Day, Memorial Day,Independence Day,labor Day,Thanksgiving Day, Christmas Day,or days locally observed as such,shall be paid at the double time rate of pay. If a holiday falls on Saturday,Friday shall be observed; if it falls on Sunday,Monday shall be observed. NO.23: All work done on New Year's Day,Memorial Day, Independence Day, Labor Day,Veteran's Day, f Thanksgiving Day,Christmas Day and Sundays shall be recognized holidays and shall be paid at the double time rate of ray. When a holiday falls on Sunday,the following Monday shall be considered a holiday. j NO.24: All work done on Christmas Day,Thanksgiving Day,New Year's Day,Memorial Day,hadcpendcncc Day. Labor Day,Veteran's Day,Presidential Election Day or days locally observed as such,and Sunday shall be r recognized as holidays and paid at the double time rate of pay. i N0,25: All work done on New Years Day, Martin Luther Kind Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,,the day after?13anksgiving,Christmas Day,Presidential Election Day,or days locally observed as such,and Saturday and Sunday shall be recognized as holidays and shall be Paid at the double(2) time rate of pay. If a named holiday falls on a Saturday,the holiday will be observed on the preceding Friday. When a named holiday falls on Sunday,the Monday after will be observed as the holiday. Appropriate overtime rates to be based on fifteen rra nute increments. i j NO 26- All work done on New Ycaes Day, Memorial Day, Fourth of July,Labor Day, Veteran's Day. ; _ Thanksgiving Day and Christmas Day shall be paid'at the double time rate of pay. When a Holiday occurs on i Saturday it shall not be observed on either the previous Friday or the following Monday. Such days shall be . -+ regular work days. If such a holiday occurs on Sunday it shall be observed on the following Monday. ' NO.27: All work done on the following holidays or days observed as such shall be paid at the double tires:rate or-pay' New Year's Day, Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day and ' Christmas Day. NO.28: All work done on New Ycaes Day ,Armistice Day(Veteran's Day),Decoration Day (Memorial Day), -'� Independence Day(Fourth of July),Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. No work shall be performed on Labor Day except when triple(3)time is paid. When a boliday falls on Sunday,the following Monday shall be observed as the holiday. NO.29: All work done on New Year's Day,Armistice Day(Veteran's Day)Decoration Dray(Memorial ,Day), independence Day(Fourth of July),Thanksgiving Day,Christmas Day or day observed as such for.ibese holidays t shall be paid at the double time rate of pay.:No work shall be performed on Labor Day except when triple d3) time is paid: When a-boliday falls on Sunday,the following Monday shall be observed as the holiday. NO.30: All work done on New Year's Day,Memorial Day,independence Day,Thanksgiving Day,Friday after. 4 Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. No work shall be per1a7rjrd -; on Labor Day except in special cases of emergency and only when triple(3)time is paid. %el) a holiday falls on y ' Saturday.the Preceding day of Friday will be observed as a holiday. When a holiday falls on Sunday,the following Monday shall be observed as the holiday. ANNUAL WAGE ORDER NO.4 ` ".`( •'N�ltl�•sa!. PAGE J LAT 7►A�.Y F. ti c r cy r t z t • r� r N0.31: All work done on New Year's Day,Washington's Birthday, Memorial Day, Fourth of July, Labor Day., Columbus Day.Veteran's Day,Thanksgiving Day,Friday after Thanksgiving Day,Christmas Day,and Employee's Birthday shall be paid at the double time rate of pay. If a holiday falls on Sunday,the following ! Monday will be observed as the recognized holiday. If a holiday falls on Saturday,the preceding Fridayvill be i # observed as the recognized holiday. NO.32: All work done on New Year's Day,,Memorial Day,Fourth of July,Labor Day,Thanksgiving Day,the f Friday after Thanksgiving,and Christmas shall be paid at the double time rate of pay when one of the above holidays falls on Sunday,the following Monday shall be observed and when one of the above bolidays falls on Saturday,the preceding Friday shall be observed. NO.33: All work done on New Year's Day,Memorial Day,Fourth of July,Tbanksgiving Day and C.bristmas - Day shall be paid at the double time rate of pay. Labor Day shall be paid at the triple (3)time rate of pay. If the holiday falls on Sunday,the following Monday will be observed;if the holiday falls on Saturday,the preceding i Friday will be observed. NO. 34: All work done on New Year's Day.Memorial Day,independence Day, Labor Day,Thanksgiving Day, I and Christmas Day shall be paid at the double time rate. Any holiday falling on Sunday,will be observed on the 1 following Monday and be paid accordingly. When one of the above holidays falls on Tuesday,-the prcceding . i Monday will be observed as a non-working holiday. When a holiday falls on Tbursday,such as Thanksgiving. the following Friday will be observed as anon-working holiday. NO. 35: All work done on New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day and Christmas Day shall be paid at the time and one-half(11/2)times rate of pay. If a holiday falls on a Sunday, E it shall be observed on the following Monday. NO.36: All work done on Labor Day shall be paid at the double time rate of pay. NO. 37: All work performed on the following observed holidays shall be paid at the time and one-half(1!3 tote -= of'wages: New Year's Day,Decoration Day(Memorial Day),Independence Day,Thanksgiving Day,and } Christmas Day. No work'sball be performed on Labor Day except in special cases of emergency and then only : V when triple(3)time is paid. When a holiday falls on a Sunday,the following Monday shall be observed as the ' holiday. NO.38:'All work performed on New Year's Day,Decoration Day(Memorial Day),Fourtb of July,'Labor.Day, " Thanksgiving Day,Christmas Day and Veteran's Day(to be celebrated the day after Tbanksgiving Day)shall be - paid at the double(2)time rate of pay. In the event the holiday should fall on a Sunday,the following Monday.` will be paid at the rate of double(2)time. NO.39:No work shall.be done on the following holidays:New Yeaes Day,Memorial Daly' llndependene Day, Labor Days Thanksgiving Day.and Christmas. Any of these bolidays failing on Sunday;the following Monday",,. shall be'a holiday,sad any o4'the' holidays falling on Saturday,the preceding Friday sball be a holiday ? . 7f NO.40 'All work done on s legal holiday shall be paid at the double time rate of pay. , , +t . "ma°,.""' ANNUAL WAGE ORDER NO.4 PACE.ar,W13 7 177 „. t : x .. t 1. I i t No.41: All work done on New Ycars Day,Memorial Day,Thanksgiving Day and Veteran's Flay shall be paid at the double time rate of pay. No work shall be done on Christmas Day,Fourth of July or Labor Day. Wben any of the above holidays fall on Sunday,the following Monday shall be observed as such holiday. If holiday falls on Saturday,it shall not be considered to be observed on the previous Friday or following Monday'. Such y shall be regular workdays. N0.41.: The following days shall be observed as legal holidays: New Year's nay,Memorial Day,Fourth ofJuly, Labor Day,Veteran's Day,Thanksgiving Day and Christmas Day. No work under any pretense sball be performed on the Fourth of July,Labor Day or Christmas Day. Any work performed on the above holidays shall be paid for at two(2)times the regular straight time rate of pay. NO.43: All work done on New Year's Day, Memori al Day, Independence Day, Labor Day,Veteran's Day (Nov. -`; 1 I th)or mutually agreed upon day,Thanksgiving Day,and Christmas Day shall be paid at the double time rate of d on the following Monday. if a holiday falls on Saturday,it pay. If a holiday fails on Sunday,it shall be observe shall be observed on the preceding Friday. NO.44: All work done on New Ycars Day, Washington's Birthday,Decoration Day.Four fa of July, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day shall be paid at the double(2)time rate of a Positively no work shall be allowed on Labor Day. If any of these holidays fall on Sunday,the follo«�ing pay. y , day will be observed as the holiday. if any of these holidays fall on Satur day,the preceding Friday will be obscrvcd. N0.45: All work done on Alew Ycars Day. Decoration Day,Independence Day,Labor Day,Veteran's Day, Thanks iving Day.and Christmas Day nr days to be celebrated as such shall be paid at the double time rate of . pay, if a holiday falls on Sunday, it can be observed on the following Monday. If holiday falls on Saturday,the employer shall designate whether such holiday shall be observed on Friday or Monday. No.46: All work done on New Ycars Day, Memorial Day, Fourth of July,Thanksgiving Day,and Christmas s ! Day shall bc'paid at the two and one half(2 1/2)times rate of pay. NO WORK SHALL BE DONE ON LABOR DAY. Holidays falling on Saturday shall be observed the preceding Friday. Holidays falling on a Sunday,shah be observed the following Monday. f N0;47:Ti;c following holidays arc recognized: New Year's Day,Memorial Day, Fourth of July,Labor Day, Veteran's Day,Thanksgiving Day.Day after Thanksgiving,Christmas Eve,Christmas Day,New Year's Eve. .. Tlac'abovc trientiuned holidays can be changed by mutual agreement. Wben a boliday'listed above falls on r Saturday.it shall be celebrated on the Friday preceding the holiday. When a holiday falls on Sunday,the following Monday shall be observed. Holidays referred to above shall be paid for at straight time`±vbcn not ` worked and at double time plus holiday pay when worked. r' F : NO:48 All Work done on Ncw Year's Day:Good Friday,Memorial Day,IndependenGC'Day,lL.abof Day, Tl ank'sgiving 1�ay,day,after Thanksgiving,Christmmas Eve and Christmas Day shall be yiaid at the double time J rat%,of gay. days fall on Sunday,the following Monday shall be observed as the Sliould,any of the above holi i holiday.Should any'of the above holidays fall on Saturday,the preceding Friday shall be obsatved as the holiday. r t t ANNUAL WAGE ORDER NO.4 eecx a rNC � t 1 y n...w......... _ .....�... t t tt S ' ) fxt' sS si L No. 49:The following days shall be observed as legal holidays and employees will receive eight (g)hours' pay at regular straigbt time hourly rate for each of these holidays: New Year's Day,Decoration Day,July 4th,Labor Day.Thanksgiving Day,Christmas Day,Employee's birthday and two(2)personal days. The observance of one E (1)of the personal days to be limited to the time between December 1 and March 1 of the following,year. if'any �: 4 of thcsc holidays fall on Sunday,the following Monday will be observed as the holiday and if any of tbcs « " ! holidays fall on,Saturday,the preceding Friday will be observed as the holiday. If employees work on any of i these holidays they shall be paid time&c one-half(1'/2)their regular rate of pay for all hours worked. N0. 50: All work done on New Year's Day,Good Friday,Decoration Day,Fourth of July,Labor Day, nan,ksgiving Day and Christmas Day sball be paid at the double(2)time rate of pay. If any}holiday falls on Sunday,the following Monday shall be recognized as the legal holiday. N0.51: All work done on New Year's Day,Memorial Day.Independence Day, Labor Day, Yetcran's Day, i Thanksgiving Day and Christmas Day,or days observed as such,sball be paid at the double time rate of pay. In f the event one of the above holidays falls on Saturday,the holiday shall be celebrated on that day. If the holiday E falls on Sunday,the holiday will be celebrated on Monday following. N0.52: There are four(4)raid holidays and they are: Labor Day, Christmas Day,Memorial Day,and Independence Day.For these four(4)days,all regular employees shall be paid for eight(S)hours of pay co' utcd at the regular straight time hourly rate,although no work is performed. Employees shall receive the :s double(2)time rate of pay for,any work performed on these recognized holidays. N0.53: All work done on New Year's Day,Memorial Day.Independence Day,Thanksgiving Day,Christmas Day or days observed as such for these holidays shall be paid at the double(2)time rate of pay. No wortk, shall j be performed on Labor Day except in special cases of emergency.and then the rate of pay shall be at three(3) -,, rimes the regular rate of pay. When a holiday falls on a Sunday.the following Monday shall be observed as the �\^ holiday. When a holiday fails on Saturday,the preceding Friday sball be observed as the holiday. Nb.54: All work done on Ncw Years,Memorial Day,Independence Day,Labor Day.Thanksgiving Day.the Friday after Thanksgiving Day.and Christmas Day shall be paid at the double(2)time rate of pay. When a holiday falls on Saturday„it shall be observed on Saturday. When a holiday falls on Sunday,it shall be observed ' on Monday. NO. 55:All work done on New Year's Day,Independence Day,Labor Day,Memorial Day,Thanksgiving Day. � Da afterThanks 'vin Day,Christmas Da and Two Floating Holidays(to be designated b the Corn an ),shall $ y B� 8 Y y 8 Y Sn Y P y _ I be compensated at time and one-half(1 h)the regular rate of pay. Should any of the above days fall on Sunday, the followig Monday shall be considered and observed as the holiday. Should any,of the above days fall on Saturday.the preceding Friday shall be considered and observed as the holiday. :. ' . N0.5&All work done on New Year's Day,Decoration Day,Independence Lay,Labor Aay,NoveMber I I : t~ (which shall be recognized as Veterans'Day Thanksgiving Day,The Day after Tbanksgiying day,and ChoUrrras W ' day shall bt c�mpsnsated at the'double(2)time rate of pay. When an observed holiday.falls`on Sunday, folloM g Mon6y sball be observed as the holiday. No work shallbbe performed on Labor Day except in gases of ernergenry,but when work is performed on this holiday,the employee shall be compensated at Ehe triple�3) Lyme rate of pay. ANNUAL WAGE ORDER NO.4 � � � � � PACE a�x 7►ems ,.� £ ,.. .�.... .. . dr. ..,1. . cadence Day,Labor Day.Veicrabs' Day �.O.S7: Ali work done on New Years Day,Memorial Day,indep . veimbcr 11).Thanksgiving Day,and Cbristmas Day sball be compensated at the double(2)time rate of pay: ' �ahcn any of these holidays fall on a Sunday,the following Monday shall be obse rk performed on New Ycar'% Day, Decoration Day(Memorial Day). Independence Day (fourth NO.58: All wo r vin Da and Christmas Day sba!l be paid at the of Jviy).Labor Day.November D Itb(Veteran's Aay),'rbanksgi g Y property. rate of double(2)time. No work shall be performed on Labor Day except for Preservation of life or Independence Day,Labor flay,acrd(:bristmas NO 59: All work performed on New Ycat'WD such bolidayDs fall on Sunday,shall be paid at tb double(2)time Day or an d►days celebrated is flew thereof rate of pay. Decoration Day.(Memorial _Day), NO.60: All work done on New Year's Day.Armistice,!*(Vetcm mas Independence Day(Fourth of) Day be paid at the double time rate of uly),Thanksgiving Day and Cb Y pay..No work %hail be performed on Labor Day except when triple(3)time rf paid. �IowingrMv day hall b�: Saturday.Friday will be observed as the holiday. When a holiday falls on Sunday, observed as the holiday. r , t s t f t I i oqI i ,.. F � it ANNUAL VIIAGE ORDER NO c�aF 7iM mars ` d4 tit t (�'d^3 t <:. t+iww*w-•,. ,�n_ x ia.. �,° t , ,�t?."'t rl"'* rF" ..*^'. 4rr .1 �y- !s �,r .n-.,.+.w..uw'h�e++.W+�.•�. _ w.r!`yt*..e•'t.�7 'eYr,!.'S�p2}F �&r j*1�. 77,�,�r r '.�.•Tlr�{,.�� r ��tt� r 2 r ..�1 i� t t. " t �•, {{Mks s{��rat tc•r ., t j . t r.. f r ; !� r �� �•i fif .r'.'F,S �.�SYt x�.k... tf r{.r•,� .:' {r :.� .: ' ...-., - ��i �.re " ,t' .35 it..r pt. 3.' F.r r.ti.j,`�"tP Yiif3ll�f '�1d'ilk➢RSIrf�Niill�il0l�r��a��:r�a�W,a ra��rra —__-_ _ __—_ _ __ - __ _ Heavy Construction Rates for REPLACEMENT PAGE Section 026 i COLE County active asZ ver• OCCUPATIONAL TITLE Date of Hourly Time Holiday `rota! Fringe Benefits Increase Rates Rates Rates i CARPENTERS -. Journeymen 5/97 $20.48 7 5 $4.8_0_ f Millwrights 5/97 $20.48 7 5 $4.80 — t pile Driver.Worker 5/97 $20.48 7 5 x$4.80 __... OPERATING ENGINEERS Group 5/97 $18.70 5 5 _M $8_.83 _ Group i! 5/97 $18.35 5 5 $8.83 Group !II 5/97 $18.15 5 5 $8.83 Group IV 5/97 $15.00 5 5 $8.83 �- Oiler-Driver 5/97 $15.00 5 5 $8.83 i LABORERS General Laborers 5/97 $17.80 2 4 $5.05 _ Skilled Laborers 5/97 $18.40 2 4 $5.05 TRUCK DRIVERS-TEAMSTERS Group 1 5/97 $18.57 2 4 Group 11 5/97 $18.73 2 4 $4.4_0 Group II! 5/97 $18.72 2 4 _x$4.40 _-.- j ; Group IV 5/97 $18.84 2� 4 $4.40 'ANNUAL INCREMENTAL INCREASE ANNUAL WAGE ORDER NO.4 7137 i orlo C q • OVERT M RATE SCHBOULE HEVY CQNSTRUCTION N0, 1: ' M�cans eight (8) hours shall constitute a normal day's work Monday through Friday. Projects maybe worked on the basis of a ten(10) hour per day, four (4) days a week schedule(Monday through.Thursday): All hours worked over ten (10) hours per day or forty (40) hours pe r week shall be paid at time 8c one-half(11/2). There are oo provisions for make-up days on Friday or Saturday, work on these days will be, paid at time and one-half(I%). On projects working five (5) day, eight (8) bour schedules (Monday through Friday), there is e .-, provision called "50 hour window for forty (40) hours worked." If inclement weather causes a curtailment of f work for projects operating under this 5-8's schedule, the employer may invoke the "'50 hour window for forty l (40)hours'provision. The Employer can work the carpcnter employees up to ten (10) hours per day at straight —} time, until the cmployce reaches forty (40) hours in that week.. Any time worked over the daily, make-up J schedule (9 or 10 hours per day) and forty (40) hours per week, would be paid at time & one-half(I%), The ability of the Employer to alter their work schedule from the regular eight 8)hours per day to nine(p) or ten (10) 4 hours per day at straight time , is only applicable after the Employer on that fob site has lost work hours which are to be made up by the expanded daily work hours. Time&one-half(I%) shall be paid fbr work performed on cognized holidays. In such Y Saturda s. Doubie (2)time shall be paid for work performed on Sundays and re instances where a recognized holiday is observed during the work week, it shall be counted as eight (8) hours toward a lorry (40) hour work week, then all work performed over and above 32 hours in that week would be paid at the rate of time& one-half 0%). , { ! 1 N0. 2: Means a regular work week of forty (40) hours will start on Monday and end on Friday. The regular _ work day, shag be either eight (8) or ten (10) hours. If a crew is prevented form working forty (40) hours Monday through Friday, or any part thereof, by reason of inclement weather, Saturday.or any part theroof may ' be worked as a make-up day at the straight time rate to complete forty (40)hours of work in 'a week. Employees who arc Part of a regular crew on a make-up day;notwithstanding the fact that they may not have been employed the entire wcck,shall work Saturday at the straight time rate. Time& one-half(I%) A 11 be paid for all hours in excess of eight(g) hours per day (if working S•8%) or ten (10) hours per day (if working, 4-10's).or forty (40) hours per wcck. Monday through Friday. For all time worked on Saturday (unless Saturday or any ponion of 1 ` said day is worked as make-up to complete forty hours), time and one-half(1/) shall be paid. For all time �J worked on Sunday and recognized holidays,double(2)tithe shall be paid. vi N0. 3: Meant a regular work wcck shall consist of not more than forty (40) hours of work and all work performed ovcr and above ten (10) hours per day and forty (40) hours per week shall be pa id at the rate of time & ant-half (1%,). Workers shall receive time and one-half (I'/2) for all work performed on Sundays and i,,ccognized holidays. Where one of the holidays falls or is observed during the wort: week, then all work performed over and above thirty-two(32)hours shatl be paid at time and one-half(1 Y3). NO. 4: 'Means a regular work week shall consist of not more than forty (40) hours of work, Monday through Saturday, and all work performed over and.above ten (10) hours per day and forty(40) hours per 6k shall be paid at.thc rate of time& one-half(i'/,), Workmen shall receive time and one-half(I YS) for all work performed on Sundays:, ` 1V0. S: Means a regular work week may be Monday through Thursday (if working 4-10's) or Monday tl~rough ' Time & one-half 1 h is and when working in excess of ten (10) hours per day (if „ k , Friday (il'working 5•$s). ( ) P working 4-10's)and on Friday& Saturday unless Friday and/or Saturday is used as a make-up day. .Time &one- half(]%,) is paid when working in excess of eight (8) hours per day (if working 5-8's), and on Saturday.unlcss Saturday is used as a make-up day. All Sunday work shall receive double(2)time pay. hvyoc.aw4 ANNUAL WAGE ORDER NO.4 1197 i i t �t r t li ., Q«�ER�fi� o7►T� SCFiE�trr.g hl'�V: ,�QuCTRIJCTIt3N -. y • N0.6: Mczns eight(8)hour-,shall constitute the regu lar work day and forty(40)hours a work week. Monday through Friday. 71tc Erxtploycr shall establish the starting time before the regular starting tine and aft hc- half( /a)shall be paid for work performed on a regular work day rformed on Sunday and boltdays. At the i regular quitting time. Double(2)time shall be paid for work p ' rctron of the Em foyer,Saturday can be used for smoke-uPfor his avi g creWeorilyefrom Monda through disc pp and road work may bavc the option to schedule the work week P through cda at ten(10)bourn p-cr day at the straight time rate of pay {ectsito wok from Monday f ten 10) urn in Thursday any one day to be at the applicable overtime rate. If the ursda and is stopped due to inclement weather(rain, snow,slee40fa hourshc shall have the option to work Th Y Friday at the straight time rate of pay to complete his or her forty( _ work week shall start or.Monday and end on Friday,except where the Employer N0,7. Means the regular 10 hours er day. All work over ten (10)hours in aay or forty elects to work Monday through Thursday,ten ( ) p rate. The 40 hours in a week sbali be at the overtime rate of one and one-half 0 V2wo k mes the forty(40)hoe suMonday through -- regular work day shall be either eight(8)or ten(10)hours. If a to er,Friday or Saturday i rich because of inclement weather or otber conditions beyolo,�control Saturday the Employer,worked as a rrtal:e-up day mayc worked as a make-up day at straight time(rf working as i at straight time(if working 3-B's). Make-up days shall not be utilized end one (1 )times he regularer ate. worked as a make-up day time on Saturday shall be worked { Work erformed on Sunday shall be paid at two(2)times the regular rate. Work performed an recognized holidaprvcd as such,shall also be paid at the double(2)time rate of pay. y s or days abRe Time and one-half NO, 8: Means eight (8) hours shall constitute a regular workday, Monday through Friday. Ma (1►�,) shall be paid for work performed in excess of eight (8) hours on any regular workday. Employer at the have the option to schedule his workweek from Monday through Thursday at ten (10) bours per day straight time rate of pay with all hours in excess of ten (10) hours in any one day to be at�th�applicable a rate of time and one-half(1'/a). if an Employer elects �°ha work from M i have the option ato wank Friday at the straight tirnc due to inclement weather (rain, snow, elect failing) rate of ay to complete his forty (40) hours. However, should time rate of pay a holiday occur,to condlct his forty (40) bourse p Employer shall have the option to d f Friday work aerformedrontSaturdays. Double (2) time sball be paid for work Time and one-half(l'/a) shall be p P performed on Sundays and recognized holidays. rough NO, 9: Means tight (8) hours shall constitute a normal day's work Monday the one-6 iFriday.Ya) rate. Work rmay over eight(8)hours per day or forty (40)hours per week will be paid at time an be scheduled on a four (4) days a week (Monday through Thursday) at ten (10) hours a �Y scntdwcathcrSUAli schedule is employed,then Friday may be used as a make-up We�when must be paid at tuneiartd one-half,e (➢%a). If an � work over ten (10) hours a day or over forty (40) hours , er has started the work week an a five-day, eight-bouts a day schedule, and due to inclement weather ; Employ -- then be may switch to a nine or ten hours a day schedule, at straight tirr c, far the rem aiandcr oy � .a,*ty time, Y { , that work week in order to make up the last time(10-hour I be aid for all time worked ked on Sundays andtrecopi4ze �c paid at,timc and one-half(i%). Double(2)time shat p holidays. In such instances where a recognized holiday is observed during the work week, it shall be, counted as eight($) hours toward a forty (40) hour work w eck then all work performed over and abode thirty-two (3 2). hours in that week would be paid at the rate of time&one-half(I%a). Dvyot.a.W4 ANNUAL WAGE ORDER NO.4 3�47 n OVERTIME RATE SCHEDULE - HEAVY CON TR TTQ,''I i i NO. 10: Means the regular work week shall consist of five 8-bour days, Monday through Friday. The Employer may have the option to schedule his work week from Monday through Thursday at ten (10)bouts per day at the straight time rate of pay witb all hours in excess of ten (10)hours in any one day to be paid at the applicable overtime rate. If the Employer elects to work Monday through Thursday and is stopped due to inclement wcathcr(rain,snow, sleet falling),the Employer shall have the option to work Friday at the straiggbt time rate of pay to complete his forty(40)hours. Al) necessarryy overtime and work performed on Saturday, shall be paid at time and one-half(1 2) the hourly rate. Work performed on Sundays and Holidays shall be paid at double(2)the 1 hourly rate. I --, NO. 11: Means the regular work day sball consist of eight (8)hours that shall begin between the hours of 7:00 i a.m.and 8:00 a.m.,Monday through Friday. The Employer may schedule his work week from Monday through Thursday at ten (10)houn per day at the straigbt time rate of pay with all bours in excess of tea (10)bourn in any one day to be at the applicable overtime rate. If the Employer elects to work from MoDday through Thursday and is stopped due to inclement weather,(rain, snow,sleet falling)be sbal) have the option to work Friday at the straight time rate of pay to complete his forty(40)hours. Time and one-half(I l:)shall be paid for i all overtime hours worked during the week, Noonday through Friday and for all work performcd on Saturday. Double time shall be paid for all time worked on Sunday and recognized bolidays. F NO. 12: Mcans a regular work week shall consist of not more than forty(40)hours of work and all work ? performcd over and above ten (10)hours per day and forty (40) hours per week shall be paid W the rate of time & one-half(i'/,). Workers shall receive time and one-half(I%)for all work perforTncd or,.*recognized holidays. Where one of the holidays falls or is observed during the work week,then all work prrfor,°med over and above thirty-two(32)hours shall be paid at time and one-half(1%a). NO, 13: Means that time and one-half(1'/,) shall be maid for the first two(2)hours overtime Monday through Friday and the first eight (8)hours on Saturday. All other ovcnime bours Monday through Friday and on Saturday shall be paid at the double(2)time rate. Double (2)time is also paid for Sundays and holidays. r NO. 14: Means(K)hours shall constitute the regular workday with starting time as early as 6:30 a.m. °~ Employees shall be paid one and one-half(1%,)time the regular rate of wages for all hours worked in exrc;;s of eight(8)hours per day of work week which is to begin on Monday. Time and one-half(1%)shall be raid for Saturday work. Double(2)time shall be paid for all Sundays and recognized holidays. ~ NO. 15: Means the regular work wcck shall consist of five(5)days,Monday through Friday,beginning at 8:00 a.m.and ending at 4:30 p.m. All overtime work performed on Monday through Saturday shall be paid at time and one-half 0%,)the hourly rate. All work performed on Sundays and holidays shall be paid at double(2) the hourly rate. NO. 16: Means cight (8)hours shall constitute the regular work day, between the hours of 6:30 a.m. and 5:30 p.m. in a five(5)day work week of Monday through Friday except when the employer elects to work four 10- hour days. The Employer may have the option to schedule his work week from Monday through Thursday at ten (10)hours per day at the straight time rate of pay with all hours in excess of ten (10)hours ita any one day to be paid at the applicable overtime rate. if the Employer elects to work from Monday through Tbursday and is stopped due to inclement weather(rain, snow, sleet falling)the employer may have the option to work Friday at the straight time rate of pay to complete the(40)hour work week. However should a holiday occur,Monday throiigh'Thursday,the employer shall have the option to work Friday at the straight time rate of pay to complete the'(40)hours. Time and one-half(1%)shall be paid for work performed in excess of eight(8)hours, in a 8-hour week day;or,in excess of ten 10-hours in a 10-hour work day,or outside the hours limiting a regular work day, Monday through Friday. Time and one-half(I V3)shall be paid for wont performed on Saturdays. Double (2) time shall be paid for work preformed on Sundays and bolidays. ff Avyot.&w4 ANNUAL WAGE ORDER NO.4 17t .� �.�III�RIRiiil��d�RVidC7et�oewemC�l�r�o�w.c .. ,. 0 TlM ATE SCHEDULE -- HEAVY C NSTA T N0. �7: Means Eight(8)hours shall constitute the regular work day and forty(40)hours a work week. Monday -- through Friday. 7Lc Employer shall establish the starting time between 6;30 a.m. and 9.003.m Timc and one., half(i J,)shall be paid after eight (8)consecutive hours worked after the established startang time and lot hAtsrs. k ' worked.before the established starting time. Time and one-half(l%,)shall be paid for work perfomied on Saturdays. Work performed on Sundays and Holidays shall be paid at the double(2)time rate of pay, The Employer when working on Highway and Road Work may have the option to schedule the work week for his paving crew only from Monday through Thursday at ten (10)hours per day at thc.straifht time rate of pay with all hours in excess of ten(10)hours in any one day to be at the applicable overtime rate of time and one'half to " time(1'/,), if the Employer elects to work from Monday through Thursday and is stopped due to inclemot weather(rain:snow,sleet falling),the Employer shall have the option to work Friday at the.straiht#imc rate of, ' j pay to complete the forty(40)hours. • i 4 t , w r t { i' 1 , z ^ r r i t ` Avyot.aw4 ANNUAL WAGE ORDER NO 4 ', L; >' t r 'M Y r , 2 � y ..•s•/s. ..Y Y}yp,,,t' 3{gr�,tWa 1� Y L dY vW++i{iyfi et ; {i t .. �,'"'t s+- ��..,,, .r..•.�"'-1"""r is •x..,;ft,=7 I,r� To +�,i 1 .iI t + �°d�trt'KC,St::;„•..F,} tHC•, ,, ' .. +'�11 z .tr '! tF ' HOLIDAY RATE SCHEDULE- HEAVY CONSTRUCI'liQA_l No. 1: All work performed on New Year's Day, Decoration Day, Fourth of July, Labor.Day, _ , r �'ctcran's Day. Thanksgiving Day,'and Christmas Day shall be paid at the double tune rite of pay. When any of these holidays fall on Sunday,the Monday following shall be observed as such holiday. .,. No. 2.- All work performed on New Year's Day,Decoration Day(Memorial Day),Independence Day(Fourth of July), Labor Day,Thanksgiving Day,Christmas Day,or day's observed as such, ! . the shall be paid at the rate of time and one-half(I/a). When a holiday falls on Saturda y, preceding Friday shall be observed. When a holiday falls on Sunday,the following Monday shall be observed. No work shall be performed on Labor Day except to save life or property. Wbere one of the holidays specified falls or is observed during the work week,then all work performed over and above thirty-two(32)hours in that week shall be paid at the rate of time and one-half (lye)• No. 3: All work performcd on New Year's Day, Memorial Day, Independence Day, Labor Day, w Thanksgiving Day, Christmas Day. or days observed as such, shall be paid at the rate of time & one half(I ). When a holiday falls on Sunday,it shall be observed on the following Monday. .� No. 4:. All work performed on New Year`s Day, Manorial Day. Independence Day, labor Day. Thanksgiving Day, Christmas Day, or days observed as such, shall be paid at the double time rate of ;E pay. When a holiday falls on a Sunday.Monday shall be observed. No. 5: All work performed on New Year's Day,Decoration Day(Memorial.Day),independence :? Day(Fourth of July). Labor Day,Thanksgiving Day,Christmas Day,or days observed as such. . 1 shall be paid at the rate of double(2)time. When a holiday falls on a Saturday,the preceding Friday shall be obscrvcd. When a holiday falls on a Sunday,the following Monday shall be i J - observed. No work shall be performed on Labor Day except to save life or property. Where one of the holidays specified falls or is observed during the work week,then all work performcd over --� and above thirty-two(32)hours in that week shall be paid at the rate of time and one-half(1/). No.b: All work done on New Year's Day.Decoration Day.Fourth of July.Labor Day,welcraai s Day. Thank sgiving and Christmas shall be compensated at the double(2)tune rate of pay. When a holiday ` s occurs on Saturday, it shat! not be obscrvcd on either.the pre•,rious Friday or the fallowing Monday. k Such days shall be a regular workday. If such a holiday occurs on Sunday, it shall be observed on the following Monday. No work shall be perforYned on Labor Day. No.7: All work done on New Year's Day,Memorial Day,Thanksgiving Day and Yeterarfs Day. shall be paid at the double time rate of pay. No work shall be done on Chri tmas Day,Fourth of { July.or Labor Day. When any.of the above holidays fall on Sunday,the following Mondiy bal! be ob::crvedas such Holiday. if a holiday falls on Saturday,it shall not be considered toe 7. Y obscrvcd on the pr'cvious Friday or following Monday. Such days shall be regular�'orkday�s t i i ' f:ii 'tai ' l } —iPt 1 trar.rotrv�:~v►•, ANNUAL WAGE ORDLR.NO.4 4 �1a ..i•: . r ., .:r a7 t y�,a ... A ..,r � ., i',t` tom. ;;1T ,c�t,44+ j •,Yt,S` ., Y•. J4 i 'fyr �t'ai. rk 'asr'.�ae, p"r ! ,' N. tl r Y t �e y 3 P 3 11 I i .. . . .. : —., . . . . .. .. iOt,IDAT fi�HEDULE• HEAVY CONSTRUC6'10N . i No. S: All work performed on New Ycaes Day.Decoration Day, Founh of July, Labor Day„ r– Veteran's Day,Thanksgiving Day and Christmas Day,or days observed as such, shall be paid at r -: { - : double(2)the hourly rate, When any of these holidays fall on Sunday,the Monday fnilow+ing ' .. r� �' shall be obscrvcd as such holiday. . �. 4 No.9: All work done on New Years Day,Decoration Day,July 4th,Labor Day, Veteran's Day, } .1.11 71anksgiving Day and Christmas Day shall be,paid at the double time rate of pay.,Wheo'cver any ( . jsuch holidays fail on a Sunday,the following Monday shall be observed as a holiday. I ; .I 11 ' 1 , No. 10: All work done on New Years Da .Memorial Da ,Fourth of Jul Labor Da Veteran's � Y Y Y y4 Day,Thanksgiving Day and Christmas Day shall be paid at the double time rate of tray, Whcn a 3 . Holiday occurs on Saturday it shall not be observed on either the previous Friday or the following { Monday. Such days shall be regular work days. if such a holiday occurs on Sunday it shall be . ,',` observed on the following Monday. J .1 1 ', No. 11:. Means all work performed on New Year's Day,Memorial Day,Fourth of July,Ltabor, : ► 1 Day.Veteran's Day,Thanksgiving Day,Christmas Day,and any additional holidays which maybe mutually agreed upon shall be paid at the double(2)time rate of pay. Whenever any such holiday — 4 11 falls on a Sunda ,the followin Monde shall be reco nized and observed as the holida j 11. t Y g Y g Y� ". I 4 `, j. i F , . I T !� .� f . ; , f fi .. .. .. I. .�• .. .. i �. +. 1, : ` ;: " �; ....t . ;, t t i! 1 !:. f� :• �;� 9 1: j 'C r .i ' ' ,r. tr t ti t.' r ti r it :. �' IJ. F $ r� s r. , '�Jt� ri' ;f { i r. h } ,1. �';�emu( tfi i t.. {..' f J:• t r1.. Ytl d , .+};11 . IT' r' 4..,. i t o f { $ 7 +'r i 1. if at. r tr � i)I a,. i . .� 4 �;` Z.re 7 s r t - t f r . tai i� a} tri i f ft} ,r$ .�,;+rjw dt' •sb'fE 111.1 £ t q% i ' s ,r i �., :E 3} .r ,e }3 ;. G t: T r•add #, °.I'�`�r 11 r.` , t ,: �1.1.- ,. —' r . . '3 . I �.ll rf HounHvYAW4 iWNUAI.WAGE ORDIER N0.4 a97 "° , ,i.- • .. i� S .`stun +.d:. 4!I .. Y t' i $ i i" 1 t. �+ti�i low �� r . S y v .... '�w."'1'+wW �.i".eov+ a... °. ... ,s: .. .rrT.:i., wMn„®<•+ a•r, -.. .—•:.+� i "'n 11 ' � iz ;`A 'fit'''. r — +� , .. ,1. «.:i.:1.!-� s:i. , , r y t t s'X d+' s .'S. ,�3 - r , :.} i ° � -' r��' r'i d `l 1. y�yy E ! 2 i -r�+....�...w•�n. t r^^' t!.em�`f 4�' { 1 Y Y y+°. '�'"`t i 7 '+ a t + y t �` ."4.i ''',. fit,11 y 4rk ,s , �i L t t 3 X v t {yi . t 3 :.S 1 '.:t Ye S A '0� f”, 5,; y'iV1f4 A31V. i f . .t,Itr s i` z,, � :': d§ titit i s�� ix 11 I .h., ,,. "mss' d� sn^ t 'i 1 i s' .r 'r +:, '�' e t ?� t :a.�f' ;riti2JXh .s1F,.{i .7) �.., : t � r .� '` i S tvi +idrr j �,A�r ?,t k 1 REPLACEMENT PAGE OUTSIDE ELECTRICIANS These rates are to be used in the following counties: Adair, Audrain, Boone, Callaway, Camden; Carter, Chariton, Clark, Cole, Cooper., Crawford, Dent, Franklin, Gasconade, Howard,Howell, Iron,Jefferson,Knox, Lewis, Lincoln,Linn,` Macon,Maries, Marion, Miller Moniteau Monroe Montgomery,Morgan, Oregon, Osage, Perry, Phelps,Pike,Pulaski,Putnam,Ralls,Randolph,Reynolds,Ripley, St.-Charles, *" St. Francois, St. Louis City, St. Louis County, Ste. Genevieve Schuyler, Scotland Shannon Shelby, Sullivan,Texas,Warren,and Washington' CONLNIERCIAL WOPK ; Occupational Title Basic Total Hourly Fringe Rate Benefits f *Journeyman Lineman 523.71 S2.00+40% f *Lineman Operator 521.23 52.00. 400/a -.' *Groundmai� S16.81 S2.00+40% ,f t • UTILITY WORK Occupational Title Basic Total . Hourly Fringe Rate Benefits *Journeyman Lineman S23.29 52.06+34%, , y : `"Lineman Operator 520.10 S2.00+ 34°:e *Groundman' 515.55 S2.00.+ 34%111 j, OVERTIME"RATE: Eight,(5)hours shall constitute a work day between the hours of 7 00;a.rn. , � f and 4-iXp' .m.,and forty(40)hours within five(5)days, Monday through Friday inclu shall constitute the workweek. Work performed in the 9th and 10th hour,Monday throu�gli Friday, -, shall be,pai,d at time and one-half(I%:)the regular straig.�t time rate of pay. Work perfurmecJ ; outside these hours.and on Saturdays, Sundays-and legal holidays shall be aid,,4or at the rate of double(2)time. p r r HOLIDAY RATE All work performed on New Year's Da ,Memorial Da Fourth of 3u1 ,r Y Ys ►.. Neu; Labor Day,Veteran's lDay,Thanksgiving Day,C hristmas:I7ay,or days celebrated such, shall s a 7r paid at thc,double time rate of pay. When one of the foregoing holidays'falls on Sunday; shall'becelebrated on the following Monday. 3" ` 4 •ANI'UAL INCREMENTAL INCREASE r oVTSTi.1o.��s 'ANWUAL WAGE ORDER NO. 4 ,! i ap, -+-n,,,y,�'�{4'V "��.`�U✓l� A-Sh'.Yits+:h:�i�L*'rs»,A:.:r.++.- w.- . . ) 5- t ' : j .. .1k r.'`.za? , ><.,a:7 &L'e� s'`� 4,r�t v > �"IJ 1. r C•`k151 r tt xt r, >y' ) lE4t iiit,:Fi, i.. �. r ,... ... :i•A,1 ? J: " t;,tx.._ r t Js t t ,r,�1Y �Y.1. ix a Vb+x ��,rt.�yi�kt.'-v° r �.,r t .# ,Y.: . .. . rf . .'r !t.r aaa,�.�1v., ,.�.-'k,.•�-Yr"�t, .M:f tr;w� Wiliam fI�ftlrlRfl lk'4'RRRC�IA�.'I �a»il�niasa�'.�ryo�ieirr 1: iL fti. 1111 :r t t 11 x ,M { 5 GENERAL UcLoISION 9 7000 ' ` ���3 ft November' ,,7 -1997 , Y �{ <qf •R' i Lt�. t i � 1 R t ,,r� C.Wf'ECSITRMNTADD.1rm ' mo DtC @ntb0f,1U,1g�7 PR r F,1� .���, ; � ..�s�31� '�'_ Lv�t'*ntr.�»a�{+.wwa, dws+ r,r "• •n+w..,..ft r si} x+�t s 1. �,t+>; 4 p 5..,.,.._, �;s+ e t<?t 1+`',�`CM i! {�per '1�'1•'s' c a �'s eS �{?< �a v�� . c �'�yr�:flh x x.,,,". 1 t z .<i � , c• i� z ,,t r a, i""ir t iy et�;.,���} 0.f6�Ariw�i.ore�r.. r. �dE:� � _...—.— — -- - p — - i*.v,,.. ..k,x_•�,..._.,._s.Y ...+_.�4 ,rr<.crr..,,..r.:�e'r1e;.....��Li1a - �,..._. �...__.........�tiw..�....,-,--_:._"__._ _- ..___....-_ __ ..- ..- r.__. ._----'_-_:___--______ I ..._ � � , � � � — al I I � I I I � . i I -! . 1 • General Decision Number M0970001 5 ! , 1 ;.w = Superseded General Decision No. M096000Z t'11 •,, State: Missouri .11 I t � ' I .F. 1 Construction Type: { .11 HEAVY �`-,,- I .]� I 11 :1 I I HTGHwIAY .. (`.:1. 4 ! Co nty(ies? ;:, w'i STATEWIDE � . I ? j !' HE.A,VY AND HIGHWAY CONSTRUCTION FROJECTS _j . . t :( s ModificationONumber Publication Date +11 02/14/1997 Z 03/14/1997 I { 3 04/04/3997 k u 05/09/1997 {',1.4 05/16/1997 , 1 . -'`�, 5 06/20/1997 I 6 07/07/1997 { . : _r-. , 7 08/08/1997 ; ` } 1 rs 8 09/OS/I997 t �s 9 10/7.'x/1997 11, . �t , 11/07/1997 j '1. .. ! ,1. I,"'. ,i . 1: I I -. I . I I . . . I � I � I . I � ",I I ,� :. I I �,, , �� �,. :1 �q'x„.,t .. .. - , .is ;.t fir.111 .1. . r a of ;. i i' tl t .. — t !,r .. �, t `„,r .1 f ,'lr Nit ”. . i 1.11 i r + ,)Al,t+ . , 11 i 7 t� x , - i i A" S ,.. 5 , x r". zt t t ,3; +�' a r s r i s , S 3 ( I , t 1 Ys .s E .l e t - /F r ! t,. 1 t .Ar 7�'t F .�:, t l.J!3:J x z% r- 4 c r t , t t t t.' 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Q� 9 V. xT S,G "� , 1 'e t 5+ ,! .7. , b.A r t J 4 3`t- �k 1. rtt:, "� hJ. r� ( , . 11 ;r -4 ' r a �� ,41 .+t i+ Jkl , Y ;i1,e S 2m. t!"z .,jjr i�it. d!�' t p r, to- ��r :tt _.11 { t rt, ,! t r�:dx .1 .. IS in'� r, .rr!11�d tFt"uf�'�2a�r.i�4i 'yj4T T; s�! ,' r tt.'. }' s' 1,:. �k :t�t { T,ryrJ�t 4t9 r L�-1.k�; 3 7 J t r 1 1 t .i ti ;e?.I ;> k vs r.r nn.3+w f{ . .,, , r 7 11 I I ac't. ,r. .t t,�i ,t r., 7`}r' �! 't4' • a I COUNTY(i e s) ' STATEWIDE ! ( CARP0007M 04/01/1997 _ l. l; Rates Fringes w ► . CASS (Richards-Gebauer AFB. ONLY) , CLAY, JACKSON', PLATTE AND RAY COUNTIES i . CARPENTERS & PILEDRIVERS 20 . 30 5 .42 ---------------------------------------------------.--"----------- CARPO008C 05/03/1995 f Rates Fringes ST. LOUIS COUNTY AND CITY 4 ; CARPENTERS 23 . 19 4 .77 -------------- -------- CARPOO11A 05/01/1997 Rates Fringes -- CARPENTERS & PILEDRIVERS: E, JEFFERSON AND ST. CHARLES COUNTIES 23 . 19 4 . 60 FRANKLIN COUNTY 21 . 08 4 .60 xi WARREN COUNTY 2.1 . 08 4 .60 _ F; LINCOLN COUNTY 20 . 69 4 .60 ' PIKE, ST. FRANCOIS, AND WASHINGTON ��• COUNTIES 19. 74 4.60.. BUCHANAN, CASS, CLINTON, JOHNSON } ' AND LAFAYETTE COUNTIES 18 . 78 4 .00 ATCHISON, ANDREW, BATES, CALDWELL, CARROLL, DAVIESS, DEKALB, GENTRY , GRUNDY, HARRISON, HENRY, HOLT, {, LIVINGSTON, MERCER, - NODAWAY, ST..-- ' CLAIR, SALINE AND WORTH COUNTIES 18 .13 4 .00 " BARRY, BARTON, CAMDEN, CEDAR, = t { CHRISTIAN, DADE, DALLAS, DOUGLAS, { ',t GREENE, HICKORY, JASPER, LACLEDE, t ,LAWRENCE, MCDONALD, NEWTON, OZARK, f , POLK-, STONE, TANEY, VERNON, WEBSTER, '"AND WRIGHT COUNTIES 17. 88 4 00 CRAkFORA DENT GASCONADE IRON.. —MADISON, MONTGOMERY, PHELPS, ,r • . ?2ULASKI, REYNOLDS, SHANNON, AND t, TEXAS COUNTIES 19.03 3 .80 . �AU`hRAIN BOONE COOPER AND HOW ARD y "COUNT IES 20 .48 { { BFNTON, IwiORGAN AND PETTIS COUNTIES 19.18 ';et LENTS, MARION, D RAILS COUNTIES 20.48 AN CAILLAWAY rt COLE,. ;MILLER,, MONITEAV, AND OSRGE COUNTIES 20:48 4 .80 " ADAIR, CLARK, KNOX, PUTNAM, SCHUYLER, - r M0970001 - 2 31/,07'/7.90 hd 3} a i �th1a� doa� c: Oft-r.s^: {'. ...Mo-.. 5.+: � t ' ...: .,. i ;,. •d � .:' .' ,r r � r ? i zi i j� s ' SCOTLAND AND SULLIVAN COUNTIES 20 .48 4 . 80 CHARITON, LIMN, MACON, MONROE, RANDOLPH, AND SHELBY COUNTIES 20 .48 4 .80 BOLLINGER, BUTLER, CAPE GIRARDEAU, DUNKLIN, MISSISSIPPI, NEW MADRID, € 1 PEMISCOT, PERRY, STE. GENEVT£VE, + SCOTT, STODDARD AND WAYNE COUNTIES 20 . 65 3 .70 CARTER, HOWELL, OREGON AND _ RIPLEY COUNTIES 19 .78 ;3 .70 f --•------------------------------------------------,--------------- - - � ELEC0001B 06/01/1997 Rates Fringes .. BOLLINGER, BUTLER, CAPE GIRARDEAU, CARTER, DUNKLIN, FRANKLIN, JEFFERSON, LINCOLN, MISSISSIPPI, NEW MADRID, PEMISCOT, PERRY, .� REYNOLDS, RIPLEY, ST. CHARLES, ST. FRANCOIS, ST. LOUIS (City and County) , STE. GENEVIEVE, SCOTT, STODDARD, WARREN, WASHINGTON AND ") WAYNE COUNTIES ELECTRICIANS 23 .65 12. 90 --------------------------------------------------------------- -' ELECO002D 09/01/1997 Rates Fringes ADAIR, AUDRAIN; BOONE, CALLAWAY, CAMDEN, CARTER, CHARITON, CLARK, COLE, COOPER, CRAWFORD, DENT, FRANKLIN, GASCONADE, HOWARD, HOWELL, IRON, JEFFERSON; KNOX, LEWIS, LINCON, LIMN, . MACON, . MARIES, MARION, MILLER, MONITEAU, MONROE, MONTGOMERY, MORGAN, ' °;;.•y ; OREGON, OSAGE, PERRY, PHELPS, PIKE, PULASKI, PUTNAM, RALLS, RANDOLPH, REYNOLDS, RIPLEY, ST. CHARLES, ST. FRANCOIS, ST. LOUIS (City and County) , STE. GENEVIEVE, SCHUYLER, SCOTLAI1D, SHANP70N, SHELBY, SULLIVAN, TEXAS, WARREN AND WASHINGTON COUNTIES. LINE C014STRUCTION: _ s;? Lineman & Cake e Spy icer 23 .71 46% 2.00 Groundman Equipment Operator 21.23 40`c + 2.00 F Groundman Winch Driver 17 .45 40s 2 .00 Groundman, Groundman Driver 16 .81 40%- + 2. 00 -------------------------------------------------------- --- -- ELECO053F 0910111996 Rates Fx�ines BATES, BENTON, CARROLL, CASS, CLAY, HENRY, JACKSON, :JOYitda0t8, ' LAFAYETTE, PETTIS, PLATTE, RAY, AND SALINE COUNTIES' LI NE CONSTRUCTION: „ Lineman �. ,. 24 .4 6 � 1. Lineman Operator 22 . 84 7.50. Groundman Powderman 17.12 6.1 , { � Groundman 16 .27 5.9 . f t{w ANDREW, ATCHINSON, BARRY, BARTON, BUCHANAN, CALD'WELL CEDAR, �r M0970001 3 .3 X13/07/3997 ,t �4s �SS �•'`,HAf'?4t"LU'-FF.�+�+:Gi itiiidFS.,?}.v.a,..r .-.. ... .. .. .. ._.. . ..., ti i � tL 7 �ttxT} 'xhti�;d '{%srs iity }r t.: a y t -iaraYrir��1•ise.�ii�t•mr-� �sn�.r r.... - ._...-..... _��_.z,__�-__. _. __ .. „ .. .. .. , a CHRISTIAN, CLINTON, DADE, DALLAS, DAVIESS, DE KALB, DOUGLAS, GENTRY, GREENE, GRUNDY, HARRISON, HICKORY, HOLT, JASPER, LACLEDE, McDONA LAWRENCE, LIVINGSTON, LD, MERCER, NEWTON, NODAWAY, OZARK, EY, VERNON, WEBSTER, WORTH, AND POLK, ST. CLAIR, STONE, TAN WRIGHT COUNTIES . LINE CONSTRUCTION: 23 . 53 Lineman 22 . 36 ? .37 Lineman Operator 16 .45 5 .95' Groundman Powderman 15 . 22 5 .65 --- -- --ma-----------------------------------------..__,.--------- ELEC0095C 06/01/1997 "- e Rates Fringes ' AR CR.A'WFORD, DADE, JASPER, LAWRENCE, MCDONALD, � BARRY, BARTON,BAF.'!'ON, NEW ST CLAIR, AND VERNON COUNTIES c ELECTRICIANS: 16 . 81 3 .73+8k Electricians 17 . 16 3 .73+0 _-- --- -- Cable Splicers ---------------------------------------------- ----------- 4 EC012.4I 09/01/1996 .`3 EL Rates Fringes POTIQNS. OF CASS, CLAY, JACKSON AND PLATTE COUNTIES -4 [Area bounded on the North by State Highway 92 in PLATTE & CLAY COUNTIES; East by a straight line from Intersection of State ja Highway 92 b 33 in Clay County Intersection of U.S. Highway 24 & State Highway 7 in Jackson County, South on Highway 7 to .f Pleasant Hill; South from Pleasant Hill due West to the Missouri f ' Kansas State line; West by the Missouri - Kansas Stare .Line. M Towns of Pleasant Hill & Blue Springs are excluded] ,•.� ELECTRICIANS 21 .70 9 .11 REMAINDER OF LASS, CLAY, JACKSON AND PLATTE COUNTIES BATES, BENTON, HENRY, JQHNSON, LAFAYETTE & PETTIS COUNTIES , r , EL,ECTRICIF�NS: f Electrical Contracts exceeding g 11 21 .70 ;. 2, 000 .man hours � Electrical Contracts 2000 man ,> hours or less 20 :70 Sf 4 f} CARROLL; COQPER, MORGAN, RAY AND SALINE COUNTIE.�a �{ ELEcm icIANS : r Electrical Contracts exceeding 'r ' y`r 2,000 man hours 21 .70 9 .11 „ El.ectric�al Contracts 2, 000 man F 20 .10 9 11 hours' or less 11/07/19.97 M0970001 - 4 it+ 44 fT 41 4,7 i 1 -� --------------------------------------------- -•----- ---- --•-- ELECO257C 03/01/1995 Rates Fringes i AUDRAIN (Except, Cuivre Township) , BOONE, CALLAWAY, CAMDEN, CHARITON, COLE, CRAWFORD, DENT, GASCONADE, HOWARD, MARIES, MILLER, MONITEAU, OSAGE, PHELPS AND RANDOLPH COUNTIES : 3 Electricians 18 . 68 4'. 95+13's i Cable Splicers 18 . 93 4 . 95+13V --; -------------------------------------------------..-------------.. ELEC0350B 12/01/1996 Rates Fringes } ADAIR, AUDRAIN (East of Highway 19) , CLARK, KNOX, LEWIS, LINN, --� MACON, MARION, MONROE, MONTGOMERY, PIKE, PUTNAM, RALLS, SCHUYLER, SCOTLAND, SHELBY AND SULLIVAN COUNTIES s ELECTRICIANS 21,44 6.25 ' -----------------------------------------------------•----------- ELEC0453D 0910111996 Rates Fringes �. CHRISTIAtN, DALLAS, DOUGLAS, GREENE, HICKORY, OREGON, OZARK, SHANNON, TEXAS, WEBSTER AND WRIGHT COUNTIES ELECTRICIANS 18 .55 3 .6 +9k 1 .�. PULASKI- COUNTY. ELECTRICIANS 71 19 .59 3 . 62+9?s HOWELL, LACLEDE, POLK, STONE AND TAJNEY COUNTIES. 3 I ELECTRICIANS 13'.75 _ 3 .02+6V ------------------------- - ________- :; ELECO545D 06/01/1997 Rates Fringes ` ANDREW, BUCHMAN, CLINTON, DEKALB, ATCHISON, HOLT, MERCER, ; GENTRY, HARkISON, DAVIESS, GRUNDY, WORTH, LIVINGSTON, NODAWAY, AND LALDWELL COUN'TIE.S ELECT'RICANS 20.87 -------------------------------------------------- }� ELEC6702D 09/04/1995 Rates F'rin es BOLLINGER, BUTLER,, CAPE GIRARDEAU :DUN KLIN, MAD [S N,, MISSISSIPPI, NEW MA3)RID, PEMIaCtJT, SCOTT, STODDARD AND WAYNE COUNTIES LINE,..'CONSTRUCTION; k Lineman 25 .50 Groundman Equipment Operator M0970001 - '5 1 /07/1997 }. i' i�Y w'q""'... ._ •� - ,.-,- _ .- �'�--'^'^^-•I €' ,�,. I� ¢Jy Je t •3mi{,lr+e�;��1. t (all crawler type equipment { : ; D-4 and larger) 21 . 87 17*-.2 . 00 r Gr-oundman - Class A -______ 15 .45 __-__ _^-__17!r+2.-0©�_ . ,�•7 ——-————————————————•-—————_—_—_ _------ ..- ENGX0016A 05/01/1997 Rates Fringes t l BARRY, BARTON, CAMDEN, CEDAR, CHRISTIAN, DADS, DALLAS, DOUGLAS, GREENS, JASPER, LAWRENCE, HICKORY, LACLEDE, MCDONALD, NEWTON, I I OZARK, gOLK, ST. GLAIR, STONE, TANEY, VERNON, WEB.STER AND ' COUNTIES POWER EQUIPMENT OPERATORS ? GROUP 1 18 .32 4 .25 17 . 97 4 , 25 GROUP 2 17 . 77 4 .25 GROUP 3 GROUP 4 15 . 72 4 .25 PO WER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 : Asphalt finishing machine & trench widening spreader; asphalt plant console operator; autograder; automatic slipform paver; backhoe; blade operator - all types; boat operator - •° ' tow; bailers-2; central mix concrete plant operator; claxnst�ell operator; concrete mixer paver; crane operator; derrick or ditching machine; dozer operator; dragli.ne derrick trucks; operator; dredge booster pump; dredge engine dredge operator; drill cat with compressor mounted on cat; drilling or boring machine rotary self•-propelled; highloader; hoisting engine - 2 '.. ' active drums; launch hammer wheel; locomotive .operator; - j standard guage; mechanic and welders; mucking machine; off-road ? , trucks; piledriver operator; pitman crane operator;- push cat operator quad tr•ac; scoop operator - all types; shovel operator; sideboom cats; skimmer scoop operators; trenching machine ? operator; truck- crane. GROUP '2: A-frame; asphalt hot-mix silo; asphalt' plant fireman (drum or bailer) as plant man; asphalt plant: man; asphalt j plant mixer operator; asphalt roller operator; back£iller . ' ' reeve loader,-- boat operator. (bridges. and dams)'; `- operator; barbe r-g s r chip spreader; concrete mixer operator - skip loader; ' concsete s plait operator; enncrete pump operator; crusher operator; dredge * ' eY o erator; fork lift; greaser-fleet; " t s oiler; •.ele,vati.ng,, grad p hnistin engine 1; ;locomotive operator - narrow gauge- multsp e compactor; pavement -bleaker; powerbroom - self.W`propelled;. power a r shzeld`; rooter side discharge concrete spreader, .slip form, + fiiahing machine; stumpcutter machine; throttle man; trac.tar ; operator. (over 50 h.p. ) ; winch truck. GROUP 3 : Boilers - 1; chip spreader (front man}: ; churn drill , operator; - clef plane operator; concrete saw operator (self r M0970001 - 6 11/07/1,997, f �. .. �„ Y..S .1...y,,. _•ilk 1.h`f.. .. v r n propelled) ; curb� fini-shing machine; distributor operator; finishing machine operator; flex plane operator; float operator; farm grader operator; pugmill operator; roller opera.tUr, other than high type asphalt; screening & washing plant operator; siphons & jets; sub-grading machine operator; spreader box operator, self-propelled (not asphalt) ; tank car heater operrator (combination bailer & booster) ; tractor operator (50 h•P• less) ; t7lmac, Ulric or similar spreader; vibrating machine operator, not hand; GROUP 4 : Grade checker; Oiler; Oiler-Driver HOURLY PREMIUMS: The following classifications shall receive $ .25 above GROUP rate: Clamshells - 3 yds . or over; Cranes - Rigs or Piledrivers, 100 ft. of boom or over (including jib) ; Draglines - 3 yds. or over; Hoists - each additional active drum over 2 drums; Shovels - 3 yds . or over; The following classifications shall receive $ . 50 above GROUP ,1 rate: Tandem scoop operator; Cranes - Rigs or Piledrivers, 150 ft - .to 200 ft. of boom (including jib) ; Tandem scoot) The following classifications shall receive $ .75 above GROUP 1 T g rate: Cranes - Rigs or Piledrivers, 200 ft . of boom or over (including jib. ) . ------------ ------ ---- J --------------------- -------- ------------ ENGIO101A 05/01/1997 Rates Fringes BUCHANAN, LASS (Except that part of the geographic boundaries ` -; of the Richard-Gebaur Air Force Base) CLINTON AND LAFAYET'CE: COUNTIES POWER EQUIPMENT. OPERATORS 6.20 1 i GROUP 1' . . . . 18'.6 5 . . GROUP 2 18 .25 6 20 16 .25 6.20 .,GROUP' 3 t >; ANDREW, ATCHINSON, BATES, BENTON, CALDWELL,. CAFtROLL, CI3ARITON, OOOPEP;` DAVSESS, DEKALB, GENTRY, GRUNDY, HARRISON, HENRY,, HOLT, + HOWARD, JOHNSON, LINN, LIVINGSTON, MERCER, NODAWAY, PETTISy' SALINE, SULLIVAN AND WORTH COUNTIES 4, ORS POWER EQUIPMENT OPERAT { GROUP: 1 6 . GROUP 2 18 .25 . 20 !�} GROUP 3 16 .25' 6:20 ; POWER 'EQUIPMENT OPERATORS CLASSIFICATIONS:. � JM0970001 .7 X1/07/1997 1r4 •a0!�1`F��`..r��"...- a2• i' ifs ". ... 4 ` + 1 I � i GROUP 1: Asphalt roller operator, finish; asphalt paver and , ! spreader; asphalt plant operator; auto grader or trimmer or sub-grader; backhoe; blade operator (all types) ; boilers - 2; f booster pump on dredge; bulldozer operator; boxing machine (truck' or crane mounted) ; clamshell operator; conc rete mixer paver; concrete plant operator; concrete pump operator; crane -� operator; derrick or derrick. trucks; ditching machine; dragline operator; dredge engineman; dredge operator; drill cat with compressor mounted (self-contained) or similar type self-• propelled rotary drill (not air tract) ; drilling or boring f machine (rotary-self.-propelled) ; finishing machine operator; greaser; high loader-fork lift-skid loader (all types) ; _ hoisting engineer (2 active drums) ; locomotive operator (standard guage) ; mechanics and welders (field and plants) ; mucking machine operator; pile drive operator; pitman crane or boom truck (all types) ; push cat; quad track; scraper. operators " (all types) ; shovel operator; sideboom cats; side discharge spreader; skimmer scoop operators; slip form paver operator (CMI, I Rex, Gomeco or equal) ; la tourneau rooter (all tiller types) ; tow boat operator; truck crane; wood and log chippers (all types) . I ' GROUP 2 : A-frame truck operator; articulated dump truck; back filler operator; boilers (1) ; chip spreader; churn drill operator; compressor; concrete mixer operator, skip loader; concrete saws (self-propelled) ; conveyor operator; crusher j; operator; distributor operator; elevating grader operator; farm tractor (all attachments) ; fireman rig; float operator; form Igrade operator; hoisting engine (one drum) ; maintenance operator; multiple compactor; pavement breaker, self-propelled hydra-hammer (or similar type) ; paymill operator; power shield; pumps; roller operator (with or without blades) ; screening and washing plant; self-propelled .street broom or sweeper; siphons and jets; straw blower; stump cutting machine; siphons and jets; tank car hearer f operator (combination boiler and booster) ; welding machine; vibrating machine operator (not hand held) ; welding machine. GROUP 3 : Oiler; oiler driver;`• mechanic•. HOURLY PREMIUMS: THE FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ .25) ABOVE GROUP 1 RATE: Dragline operator - 3' yds . & over; shovel. 3 yds. & over; clamshell 3 yds. & over; Crane, rig: or -- piledrivers, 100 ' of boom or over (incl. jib. ) , hoist - each additional active drum over 2 drums THE FOLLOWING CLASSIFICATIONS SHALL RECEIVE, ($ . SO). ABOVE, ;< GROUP 1 RATE: Tandem scoop operator; crane, or, or piledrivers 150, to 200 ' of boom (incl . jib. ) s. THE FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ . 75) ABOVE + E , . GROUP 1 RATE: Crane rigs, or piledrivers 200 ft . of bostim or over (including `j ib. ) _ --------------------------------------------------- ENG10101E 04/01/1997 M0970001 - 8 11/07/3.997 ' , Km Rates Fringes CASS (Richards-Gebaur Air Force Ease ONLY) , CLAY, jACKSC) PLATTE AND RAY COUNTIES , POWER EQUIPMENT OPERATORS : GROUP 1 19 . 7 6 .27 GROUP 2 18 . 75 6.27 GROUP 3 14 .2$ GROUP 4 6.27 17. 63 6 .27 .. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Asphalt roller operator, finish; asphalt paver and spreader; asphalt plant operator; auto grader or tr.immor or sub-grader; backhoe; blade operator (all types) ; boilers-2; booster pump on dredge; boring machine (truck or crane mounted) ; bulldozer operator; clamshell operator; concrete mixer, paver; concrete plant operator; concrete pump operator_ ; crane operator; Y derrick or derrick trucks; ditching machine; dragl.ine operato=•; dredge engineman; dredge operator; drillcat with compressor mounted (self-contained) or similar type self propelled otary drill (not air tract) ; drilling 'or boring machne ( self-propelled) ; finishing machine operator; greaser; rY - loader-forklift - skid loader (all types ) ; hoisting engineer (2 active drums) ; locomotive operator (standard guage) ; . mechanics and welders (,field and plants) ; mucking machine i - operator; pile drive operator; pitman crane or boom truck (x,11 types) ; push cat; quad-track; scraper operators (all types) ; , � shovel on side discharge spreader; sideboom cats; skimmer scoop operator; slip-form aver (CMI, P REX, Gomaco or equal) ?a :ry l tourneau rooter (all tiller types) ; tow boat operator; truck crane; wood and log chippers (all types) GROUP 2 : "A" Frame truck operator; articulated dumo truck;filler operator-;- boilers - 1) chip--spreader; - chfurn drill E, operator; concrete mixer operator, skip loader; concrete ,:Saws ; . .(self-propelled); conveyor operator; crusher operator; x distributor operator; elevating f. g grader operator; farm tractor .. (all attachments) ; fireman rig; float operator; form grader operator; hoisting engine (1 drum) ; maintenance operator, ? ° mu lti�ale cQmpa'ctor; pavement breaker, self-propelled hydxa- hammer (or similar t e}type) ; power shield; paymill operator; pimps; siphons and jets; stump-cutting machine; tank car, heater operator (combination boiler and booster) . , compxessc�i,,, { iroller operator .(with or without blades) ; screening and 'washiZlJ i^r4 ' l pant; self-propelled street broom or sweeper; straw b3ower, r `t tank car heater .gperator (combination boiler and b' oo' S* ter_ vibrating cfiin�e� o erator ma P (not 'hand held) GROUP 3: Oilers ' j c GROUP 4 : Oiler Driver (All F. Types) yr. .. l MO970001 = 9 11f07/1997 , l+ _ } + "++n{.'ar4nkk.nbru+>?f7�t\w,y..Y1r« ;;:t:L:. x ., .. .... .• ,. 4 a > y. t t t r,, 1` 11�O�I�S7 ls1Lfl4�Bnl� �seirno®.��er .. y a t � } FOOTNOTE HOURLY PREMIUMS �•J y.-, FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ . 25) ABOVE GROUP 1 € RATE: Clamshells - 3 yd. capacity .or over; Cranes or rigs, 80 ft . of boom or over (including jib) ; Dra.glines, " 3 yd.. > s capacity or over; Piledrivers 80 ft . of boom or over ' (including jib) ; Shovels & backhoes, 3 yd, capacity or over. l ------------------------------------------• ---------- -- --------- j + ' ENGIOS13D 05/05/1997 Rates Fringes FRANKLIN, JEFFERSON, LINCOLN, ST CHARLES, AND WARREN COUNTIES I:# POWER EQUIPMENT OPERATORS: GROUP 1 22 .17 8 .87 GROUP 2 20 .87 8 .87 GROUP 3 17.87 8 .87 GROUP 4 20 .42 8. 87 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 : Backhoe, Cable; Backhoe, Hydraulic (2 crs yds bucket and under regardless. of attachment on - -- e oiler for 2 or 3, two oilwrs ( for 4 through 6) ; Backhoe, Hydraulic over 2 cu yds; Cableway; Crane, Crawler or Truck; Crane, Hydraulic - Truck or Cruiser � mounted," 16 tans and over; Crane, Locomotive; . crane with boom " including jib over 100 ft from pin to pin; Crane using rock t: socket tool; Derrick, .Steam; Derrick Car and Derrick Boat,; 4" Dragline, 7 cu "yds and over; Dredge; Gradall, Crawler or tire # mounted; Locomotive, Gas, Steam & other powers; Pile Driver, Land or Floating; Scoop, Skimmer; Shovel, Power (Electric:, Gas, Steam or other powers) ; Shovel, Power (7 cu yds and over) ; Switeh Boat; Whirley; Air Tugger with air compressor;--Anchor Placing. Barge; Asphalt Spreaker; Athey Force Feeder Loader, self-propelled;,'.. Backfilling Machine; Boat Operator - Push Boat. or Tow Bo47 (job ,site) ; Boiler, " High Pressure Breaking in Period; Boorn Truck, - Placing or Erecting,; Boring Machine, Footing, Foundation; 'Bullfloat; Cherry Picker; Combination' Concrete Hoist 'and. Mixer (such as Mixermobile) ; Compressor, Two 125 C'FM ,and under;. Compressor, Two through Four. over 125 .CFM; Compressor when operator'"runs throttle; Concrete- Breaker (Truck or-.Tractor mounted} ; Concrete ,Pump.. (such as Pumperete machines; Concrete Saw `< (s lf�propelled) ; Concrete Spreader; Conveyor, Large,,.(not f ` J K selfpropelled). .hoisting, or moving brick and concrete, in xt into';and on : floor' level, :one 'or ,both; Crane, Cimbi.ng ,"tsuch 'as a Linden):; Crane . Hydraulic" :- Rough Terrain,, selfl propelled; C an€, t Hydraulic Truck. ok Cruiser mounted - under 3.6 tons; ' Drilling =5 . machine Self powered, used for earth or rock,drillinq :or boring (dragon >drills, and any hand drills obtain' .�e from g po r other souces ,including concrete breakers, jackhammers :and ,Aarco- . ` equipmnet no engineer required) Elevating Grader; Engine Man, >r ,. M0970001 - 10 �A' 1: r v .rr fY.•! 1 'aiV�.sF�r.er e � . ,1 C { Dredge; Excavator or 'Powerbelt Machine; Finishing Machin:, self propelled oscillating screed; Forklift; Generators,. Two through Six 30 KW or over; Grader, Road with power blade; Greaser; Highlift; Hoist, Concrete and Brick (Brick cages or concrete =skips operating or on tower, Towermobile, or similar equipment)";, Hoist, Three or more drums in use; Hoist, Stack; . Hydro-Hammer; Lad-A-Vator, hoisting brick or concrete; Loading Machine such as fBarber-Greene; Mechanic on job site GROUP 2 : Air Tugger with plant air; Boiler (for powe�- or heating { shell of building or temporary enclosures in connection with construction work) ; Boiler, Temporary; Compressor, One over 125 { CFM; Compressor, truck mounted; Conveyor, Large (not self- propelled) ; Conveyor, Large (not self- propelled) moving brick and concrete (distributing) on floor level; Curb Finishing Machine; Ditch Paving Machine; Elevator (outside) ; Endless Chain i Hoist; Fireman (as required) ; Form Grader; Hoist, One Drum s regardless of size (except brick or concrete) ; Lad-A-Vator, other hoisting; Manlift; Mixer, Asphalt, over 8 cu ft capacity; .Mixer, one bag capacity or less; Mixer, without side loader, two bag capacity or more; Mixer, with side loader, regardless of size, --� not Paver; Mud Jack' (where mud jack is used in conjenction, with an air compressor, operator shall• be. paid $ .55 per hour in addition to his basic hourly rate for covering both operations) ; Pug Mill operator; Pump, Sump - self powered, automatic controlled over 211 ; Scissor Lift (used for hoisting) ; Skid Steer Loader; Sweeper, Street; Tractor, small wheel type 50 HP and , - under with grader blade and similar equipment; Welding Machine, i One over 400 amp; Winch, operating from truck GROUP 3 : Boat operator - outboard motor, job site; Conveyors (such as Con-Vay-It) regardless of how used; Elevator (inside) ; Heater operator, 2 through 6; Sweeper, Floor GROUP 4 : Crane type HOURLY PREMIUMS Backhoe, Hydraulic 2 cu yds or less without oiler - $2.00; Crane, climbing (such as' Linden) - $ .50; Crane, Pile Driving and Extracting - $ .50; Crane with boom (including job) ever, 100 ft -� from pin to pin - $ .50 (add $ .01 ,per foot to maximum of „$2.00) ; Crane, using rock socket tool - $ .50; Derrick, diesel, gas or electric hoisting material and• etecting steel . (1SO ft. or more;.. above ground) - $ .50; Dragline, 7 cu yds and over - $ .50; Hoist', 'Three. or more,,drums in use - $ .50; .Scoop, Tandem -, :.SO-Shovel, Power' - 7 cu yds and:' ov�er - $ .50; Tractor,, Tandem 3 Crawler - $ .50; Tunnel, man assigned to woY:k in. tunnel or�,.r-unnel f shaft $ .50; Wrecking, when machines are working ,on second.. - ----- ar h--------$-- 50-- ------------------- - -- - - - A BNGI0513G 05/01/1997 Rates Fringe's M0970001 - 11 11/07/�5s97 �, +•»•.^i _.... ....._._.... .___ __ '. ;:a i i � jay< <e. K �l t .,ns,.,�yJ.�,,+1 e: � I � .. .—,ww...t�r ♦AI�E.�}h�{{yk�y'.h7 �{��fryj��j�{7�. !? ' , ii .....vo.—.—r..�..aww.�. --..•w...•.�,*.ww�wra.� �yAllFyurw7 F ADAIR, AUDRAIN, BOLLINGER, BOONE, BUTLER, CALLAWAY, CAPE GIRA:RDEAU, CARTER, CLARK, COLE, CRAWFORD, DENT, DUNKLIN, ' GASCONADE. HOWELL, IRON, KNOX, LEWIS, MACON, MADISON, MRRIES �. IwJkRION, MILLER., MISSISSIPPI, MONITEAU, MONROE, MONTGOMERY, MC9R+GAN, NEW MADRID, ORSEGON, OSAGE, PEMISCOT, PERRY, PHELPS, PIKE, r PULA.SKI, FLFTNAM, RALLS, RALPH, REYNOLDS, RIPLEY, ST. FRANCOIS, STE. GENEVIEVE, SCHTiLER, SCO'T'LAND, SCOTT, SHANNON, SHELBY, t STODDARD, TEXAS, WASHINGTON, AND WAYNE COUNTIES POWER EQUIPMENT OPERATORS GROUP 1 18 .70 8.83 GROUP 2 18 .35 8.83 GROUP 3 18 .15 8.83 _ GROUP 4 14 .45 8 .83 POWER EQUIPMENT OPERATORS CLASSIFICATIONS i GROUP 1: Asphalt finishing machine & trench widening spreader, asphalt plant console operator; autograder; automatic slipform paver; back hoe; blade operator - all types; boat operator tow; bailer two; central mix concrete plant operator; clam shell. operator; concrete mixer paver; crane operator; derrick or derrick trucks; ditching machine;"dozer operator; dragline °? operator; dredge booster, pump; dredge engineman; dredge operator; -- drill cat with compressor mounted on cat; drilling or boring 4 j machine rotary self-propelled; highloader; hoisting engine 2 active drums; launchhammer wheel; locomotive operator standrad guage; mechanics and welders; mucking machine; piledriver } . operator; pitman crane operator; push cat operator; guad-trac; scoop operator; sideboom cats; skimmer scoop operator; trenching f ' machine operator; truck crane, shovel operator. ' i GROUP 2 : A-Frame; asphalt hot-mix silo; asphalt roller operator j asphalt plant fireman (drum or boiler) ; asphalt plant man; --• asphalt plant mixer operator; backfiller operator; barber-greene loader; boat 'operator (bridge & dams) ; chip. spreader; concrete mixer operator skip loader; concrete plant operator; concrete ' pump operator; dredge oiler; elevating graded operator; fork lift; grease fleet; hoisting engine one; locomotive operator narrow guage; multiple compactor; pavement breaker; powerbroom ` self-propelled; power shield; rooter; slip-forth finishing machine; ,stumpcutte' r machine; side discharge concrete spreader; throttleman; tractor operator (over SO hp) ; winch truck; asphalt roller operator; crusher operator. ( ' GROUP 3 : Spreader box operator, self-propelled not asphalt; f tractor operator (SO ,h.p. or less) ; boilers. one; chip spreader ¢ r (Errant man) ; .. churn drill operator; compressor over IOS CFM 2-3 pl;t ps 4" & over; 2-3,. light plant 7..S KWA or any combination � thereof; clef plane operator; compressor maintenance operator 2 .,; ;.or;,3 concrete saw operator . (self-propoll.ed) ; curb' finishing maccine; distributor ,operator; finishing machine opeara:tor; flew plane operator; float operator; form grader operator; pug �ill ! (( operator; riller operator other than high type asphalt; screening - M0970001 - 12 11/07/1997 . t s & washing plant operator; siphons & jets; subgrading machine °-� operator; tank car heater (combination boiler & boaster) ; ulmac:, ulric or similar spreader; vibrating machine operator; hydrobroom. GROUP 4 : Oiler; grout machine; oiler driver; compressor over 105 CFM one; conveyor operator one; maintenance operator; pump 4" & over one. 7 FOOTNOTE: ` HOURLY PREMIUMS r FOLLOWING CLASSIFICATIONS SHALL RECEIVE ($ .25) ABOVE GROUP 1 RATE: Crane with 3 yds. & over buckets; dragline operator 3 yds. & over; shovel 3 yds. & over; piledrivers all types; clamshell 3 yds. & over; hoists each additional active drum -/ over 2 drums; FOLLOWING CLASSIFICATION SHALL, RECEIVE ($•50) ABOVE GROUP 1 RATE: Tandem scoop operator, crane, rigs over r? 100 feet (incl. jib) . 01 per foot . ---------------------------------------------------------------- -f ENGIO513H 05/07/1997 Rates Fringes ST. LOUIS CITY AND COUNTY -� POWER EQUIPMENT OPERATORS: -i GROUP 1 22 . 17 8 .87 GROUP 2 22 .17 8 .87 .. GROUP. 3 20 .27 8 .87 GROUP 4 17 .27 5.87 ' ,.,. ; i GROUP 5 16 . 81 8 .87 — POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 : BAckhoe , * cable or hydraulic; cableway; crane, crawler or truck; crane, hydraulic-truck or cruisei mounted 16 tons & over; crane locomotive; derrick, � steam; derrick car & derrick boat; dragline; dredge; J gradalZ, crawler or tire mounted; locomotive, gas, k steam & other powers; pile driver, land or float.ing;- sC6cp, 6kimme'r.; shovel, power (steam, gas, electric, or other powers) ; switch boat; wl Urley. GROUP 2 : Air tugger w/air compressor; anchor-placing' barge; asphalt spreader; athey force feeder loader (self "y pranelled) ;. backfilling machine; backhoe-lcaader; boat >� operator-push boat ;or>tow ,'boat (job site) bailer, high pressure breaking in, period; boom ta-uck, placing, { } 1 ' qr,"'erecting; boring machine, footing foundation; bull- f16at; cherry picker;- combination con6rete hoist. & 1 mixer (such as, ,mixer mobile) ; compressor (when 6per;4tor 5 runs throttle).'; concrete breaker (truck or tractor .: mounted) ; concrete pump, such as pump-crete machine; : M0970001 - 13 11/07/1997. x s t t l .. �i t . t {:• t�' r � 6 Ft.,. t 0}i v S k t concrete saw (self-propelled) , concrete spreader; conveyor, large (not self-propelled) , hoisting or _ moving brick and concrete into, or into and on floor level, one or both; crane, hydraulic-rough terrain, self-propelled; crane hydraulic-truck or cruiser { mounted-under 15 tons; drilling machines, self-powered use for earth or rock drilling or boring (wagon drills and any hand drills obtaining power from other sources including concrete breakers, jackhammers and .barco. -- i equipment-no engineer required)'; elevating grader; engineman, dredge; excavator or powerbelt machine; finishing machine, self-propelled oscillating screed; .forklift; grader, road with power blade; highlift ; greaser; hoist, stack, hydra-hammer; loading machine (such as barber-greene) ; machanic, on job site; mixer, pipe wrapping machines; plant asphalt; plant, concrete producing or ready-mix job site; plant heating-job site; plant mixing-job site; plant power, generating-job site; pumps, two through six self-powered over 211 ; pumps, electric submersible, two through six, over 41+ ; quad- track; roller, asphalt, top or sub-grade; scoop, tractor -" drawn; spreader box; sub-grader; tie tamper; tractor- crawler, or wheal type with or without power unit, power take-offs and attachments regardless of size; - trenching machine; tunnel boring machine; vibrating machine automatic, automatic propelled; welding machines (gasoline or diesel) two through six; well drilling M ' machine - f' GROUP 3 : Conveyor, large (not self-propelled) ; con- ; veyor, large (not self-propelled) moving brick and concrete distributing) on floor level; mixer two or more mixers of one bag capacity or less; air tugger w/plant air; t boiler, for power or heating on construction projects; bailer, temporary; compressor (mounted on truck; curb finishing machine; ditch paving machine; elevator; endless chain hoist; -form grader; hoist, one drum regardless of size; lad-a-vator; manlift; mixer, asphalt, over 8 cu. ft. .capacity, without side loader, 2 bag capacity or more; mixer, with side loader, regardless of size; pug mill operator; pump, sump-self-powered, x automatic: controlled over 2" during use in connection with construction work; sweeper, street; welding machine,.t one over 400 amp. ; winch operating from truck; ' scissor lift (used for hoisting) ; tractor, small wheel type Be h.p. �- under with grader blade & similar equipment i GROUP ,4 :' Boat operator-outboard motor (j ob r site) conveyor •(such as con-vay-it) regardless of how: used;,r .,sweeper, floor r GROUP 5: Oiler on dredge and. on truck crane; crane with boom' f (in0ludin ib) over, 1001from g j pin to pin (adc�, 1 cent per' foot . to maximum of $2 . 00) above basic rate for crane ti,►ark in :tunnel fi 5 or tunnel shaft, $ 0 .50 above base rate; mud. jack where mud, M0970001 - 14 11/07/1987 � . w 77071Ri>7ElM�Ri� I I jack is. used in conjunction with an air zompressox operator 1 ,;. ; ► fifty-five cent per hour additional to his basic gate for covering both operations) HOURLY PREMIUMS: Backhoe, hydraulic 2 cu. yds. or under without oiler $7 Crane, climbing (such as Linden) . . 50__ . Crane, pile dxiving and extracting . 50 Crane, with boom (including jib) over 100 ' (from pin to pin) add $ .01 4 . 00 per foot to maximum of • 50 Crane, using rock socket tool "+ Derrick, diesel., gas or electric, 1 hoisting aterial and erecting steel g (150' or more above ground) . 5Q. 50 Dragline, 7 cu. yds. and over ` Hoist, three (3) or more drums in use • 50 Scoop, Tandem ' S0 . 50 Shovel, power - 7 cu. yds . or more • 50 Tractor, tandem crawler S Tunnel, man assigned to work in tunnel or tunnel shaft . 50 Wrecking, when machine is working on • 5� - second-floor-or»higher -------------- -----------_�-_ --- ------ j IRON0010M 04/01/1997 if Rates Fringes BUCHANAN, CASS (Remainder of County) , ioHNsON, and LAFAYETTE -1 Counties IRONWORKERS 21.05 5 .3.8 c:ALDWELr, C. IVIDEN 0": ANDREW, ATCHISON, BARYON, BATES, BENTON, D7�DE, W CARROLT, CEDER CHARITON, CHRISTIAN, CLIlTrON, COQPER, s ' J DALLAS, DAVTESS,. DE KALB, GENTRY, GREENE, GRLTNDY: HARRIS0141 HENRY, HICICORY, HALT, HOWARD, LACLEDE, LIY�TN: Li'i ,:':;ASTON, MERG'E'R, MONITr.AU, MORGAN, NODAWAY, PETTIS, POLK, PUTNr,*2,. ST., CLAIR, SALINE, SULLIVAN, VERNON, WEBSTER,. WJRXCHT, and WCJR`1'H Counties; and portions of ADAIR,• BOONE, MACON, " MILLER, and RANDOLPH Counties 18. 05 05 6,38-------- i ------ --------------------------•• -- -° - . IRON001OU 04/01/1997 S ' Rates Fr.inges s, C14Y, JACKSON, PLATTE, RAY COUNTIES :ro . '+ an d that, portion of CASS COUNTY w ]ying "within the boundaries of the military reservation known as 1 M0970001' - 15 1/07/x,54?' . t I atf .,7. T^•+.w k+�cy�'..^'�`�{,k�t;1'ed&•(i'ki�.P s t. ..1 •o rr.. ..r - ... - ,......, :1, f `� ,r t � .f lY�' 4' 4o�P S Ir y ' Yt I RICHARDS-GEBAUR AIR FORCE BASE IRONWORKERS 05 --------------------------21_ ----•--- ------ - ----- �. . IRON0321C 0610111996 Rates Fringes } DOUGLAS, HOWELL, OZARK AND TANEY COUNTIES s` IRONWORKERS 13 . 85 5.56 i -------------------------------------------------- ------------- IRON0396D 07/30/1997 Rates Fringes ST. LOUIS (City and County) , ST. CHARLES, JEFFERSON, IRON, FRANKLIN, LINCOLN, WARREN, WASHINGTON, ST. .cRANCOIS, STF. . GENEVIEVE, and RE:Y14OLDS Counties; and portions of MADISON, PERRY, BOLLINGER, WAYNE, and CARTER Counties IRONWORKERS 22 . 01 9.20 } --------------------------------- ---------------------------•--- IRON0396I 0810111996 f Rates Fringes AUDRAIN, CALLAWAY, COLE, CRAWFORD, DENT, GASCOATADE, . MARIES, MONTGOMERY, OSAGE, PHELPS, PIKE, PULASKI, TEXAS, and WRIGHT Counties; and portions of CAMDEN, DOUGLAS, HOWELL, MILLER, : ? OREGON, BOONE, SHANNON, LACLEDE, MONROE, and RALLS Counties IRONWORKERS 16 . 87 8.42 - ------------------------------------------------------- --------- IRON0577F 06/01/1997 Rates Fringes ADAIR, CLARK, KNOX, LEWIS, MACON, MARION, MONROE, RALLS, SCHUYLER, SCOTLAND, AND SHELBY COUNTIES -IRONWORKERS 17.45 . 7.21 _ t ------ ----------------------------- ----------------- r: i IRON0584E 06/01/1997 - Rates Fringes i BARRY, JASPER, LAWRENCE, MCDONALD, NEWTON AND STONE Counties , IRONWORKERS 16 .00 6.57 , IRON0782D 05/01/'1997 Rates Fringes _. CAPE GIRARDEAU, MISSISSIPPI, ,NEW MADRID, SCOTT, & STODDARD j 3 Counties; " and portions of BOLLINGER, BUTLER, !ARTER, DUNKLIN, MADISON, PEMISCOT, PERRY, RIPLEY, and WAYNE Counties .; ;t M0970001 - 16 11j07/1997 "" „l. x, r• ��1�, hil�t�l�®�1�1i^•a�aa�a/Ir-o -�_.� —___ _L _ _—..—._ _ .: .. . e .i. } IRONWORKERS: All Major River Work <, (Dams, Bridges) : r • Projects $20 million 19 .40 7 :81 or more All Other Work: 7 .12 Projects $1 .5 million� or more 17 .35 less than $1 .5 million 16 .44 . 7 .12 Projects _.._-____-__-._--- -__..____- LAB00042C 03/03/1997 Rates ' Fringes ' ST. LOUIS (City and County) i LABORERS: 20 .65 5 .50 __ Plumber-Laborers-------------------------------------'------ - LAB00042H 03/05/1997 Rates . .Fringes ST. LOUIS (City and County) , � J I LABORERS: Laborers, Flagperson 20 .46 5.50 Dynamiter, Powderman -• --- - ------------------------------------20 96 5 .50 f - -- - -------------------- ' i LA.B00424B 05/01/1997 Rates Fringes ' FRANKLIN COUNTY ; LABORERS 1925 .G ROUP 1 r ..GROUP. 2 . . 19.8 . ,i t . fY JEFFERSON. COUNTY i LABORERS- 19 .30 S-05 ,. GROUP 1. :GROUP,,2 19.9 0 BOONS, BUTLER, .CALSAWAY, CAPE" . �i DAIR,' AUDRAIN, 0LLINGER, t;C�OPEr,` 'CRAW FORD, DENT, GIRARDE U „±CART'ER CHARTTON, l^L+ARK, .COLE, ` ;DU1I�LIN GASCOYJADE, ;HOWARD, HOWRLL, IRON, ICNa�C _ LEWTS, •L+IDTLeY, MF,CON ,' MADISON" MARIES, MARIOYJ,; MILLER, MISSISSIPPI, .'MONTEAU, : t k MONR,OE, NEW MADRID. QREGQN, OSA,GE,: PEMISCOT, PERRY PHELPS; F'I10E, f RANDOLPH REYNOLDS, FA�+►COIS, } PULASRI, PUTNAP!t, .RALI�S,.. SHELBY, STE. GrNEVIEVE, SCHMER, SCOTLAND, 'SCOTT, S 1AYv�i TOIL, S�GL1I)ARD; `SULLIVAN, TEXAS,. WASHINGTON,: A�JT) td�hYl�tE CGLyNTIEa^ a t° LABORERS , ( 'M0970001 -� 17. r 11/,07,/� 3'�2 .f. °f r ' .•. i•: j , } .i t .:: Y` � to } • {{ /, d '[ .,Fa .:',.3 f Uzi i'. r,: r^'t F•""`",+i':.+.+--.-.' '�"^'i^,CrS+"�5,���,{;��� f; } +.RVb4]Y4 �.+.R�TxaT Y�f r•^' "s.`.ik{3b+ M .it.i f J . ri F d t yr :��� k III i i GROUP 1 GROUP 2 1'7 . 8 0 5..0 5 r 18 .40 5 :r05 LINCOLN, MONTGOMERY AND WARREN COUNTIES LABORERS i GROUP 1 I GROUP 2 18 .05 5. 05 .' 18 . 65 5.0, ! LABORERS CLASSIFICATIONS -. GROUP 1 - General laborer-flagman, carpenter tenders; salamander ' f Tenders; Dump Man; Ticket Takers; loading trucks under bin:, hoppers, and conveyors; track man; cement handler; dump man on earth fill; eor ie buie man; i spreader on asphalt machine; material material e(exc man, manholes) ; coffer dams; riprap pavers rock, block or pt scaffolds over ten feet not self-supported from ground up; skip man on concrete paving; wire mesh setters on concrete paving; t _ zJ g, 1 work in connection with sewer, water, gas, gasoling, oil, drainage pipe, conduit pipe, tile and duct lines and all other pipe lines; power tool operator; all work in connection with hydraulic or general dredging operations; form setters, puddlers .' + (paving only) ; straw blower nozzleman; asphalt plant platform i man; chuck tender; crusher feeder; men handling creosote ties or creosote materials; men working with and handling epoxy material; topper of standing trees; feeder man on wood pulverizers, board - : and willow mat weavers and cabelee tiers on river work; deck ? hands; pile dike and revetment work; all laborers working on ~� underground tunnels g less than 25 ft . where compressed air is not • x � °� ''. used; abutement and pier hole men working six (6) ft . or mor e x , below ground; men working in coffer dams for bridge piers. and ' footing in the river; barco tamper; .jackson.or any .other similar tamp; cutting torch man; liners-,-•• curb, utters, g ditch lines; hot ; mastic kettlemen; hot tar applicator; hand blade operator; mortar men or brick or block manholes; rubbing concrete, air tool operator under 65 lbs. ; caulker and lead man; chain or concrete saw under 15 h.p, ; signal Gan; Guard rail and sign erectors. ' z GROUP 2 - Skilled laborers - Vibrator man; asphalt rakes; head pipe ,Layer an sewer work; batterboard man on pipe and ditch wo k'; cliff ,,scalers working from bosun's chairs; scaffolds or platforms on dams or! plants over 10 ft. hit ; air tool 'operator: over sitrin4iine, man on „concrete paving; sandblast 'man; : laser 'beam man; wagon ,shrill; churn drill; air track .dr•i.11 ,.. and,.all' other - samilar type drills, gunite nozzle man; pressure grout mats; screed man on 'asphalt; concrete "saw 15 h.p. and over grade ehecker;, strxgZxne man, on electronic grade' control; manhole µ builder,i dynamite :man; : powder 'man; welder.;. �tunnel man; ( -7 waterblastex 1000 psi or over; asbestos .•and/or haxardous -waste removal . and/or disposal --------------------------------------------•---- --�--=-- MO970001 = 18 1 • . ., S fry f. t:.. t FYI. r f i s � • LABOO579F 05/01/1997 Rates Fringes e s BUCHMAN, CASS AND LAFAYETTE COUNTIES ' - LABORERS GROUP 1 15 . 63 5 .30 . GROUP 2 15 . 98 5 .30 , ANDREW, ATCHISON, BARRY, BARTON BATES, BENTON, CALDW£LI., CAMDEN I CARROLL, CEDAR, CHRISTIAN, CLINTON, DADE, DALLAS, DAVIESS, DEXALB, DOUGLAS, GREENE, GENTRY, GRUNDY, HARRISON, HENRY HICKORY, HOLT, JASPER, JOHNSON, LACLEDE, LAWRENCE, LIVINGSTON, MCDONALD, MERCER, MORGAN, NEWTON, NODAWAY, OZARK, PETTIS, POLK, f ST. CLAIR, SALINE, STONE, TANEY, VERNON, WEBSTER, WORTH AND WRIGHT COUNTIES. LABORERS 1 14 ,48 5 .05 GROUP 1 1: GROUP 2 15 . 03 5.05 LABORERS CLASSIFICATIONS GROUP 1: General Laborers - Carpenter tenders; salamander tenders; loading trucks under bins; hoppers & conveyors; track men & all other general laborers; air tool operator; cement handler-bulk or sack; dump man on earth fill; georrgie buggie man; material batch hopper man; material mixer man (except on - manholes) ; coffer dams; riprap pavers - rock, block or brick; signal man; scaffolds over ten feet not self-supported from 3 ground up; skipman on concrete paving; wire mesh setters on concrete paving; all work in connection with sewer, water, gas, gasoline, oil drainage pipe, conduit pipe, tile and duct lines } and all other pipe. lines; power tool operatcr;-all wor)s in connection with hydraulic or general dredging operations; Li puddler! (paving only) ; straw blower nozzleman asphalt plant platform man; chuck tender; crusher feeder; men handling creosote tries or creosote materials; men working with and' hrandling epoxy material or materials (where: special protection is required) ; rubbing concrete; topper of standing trees; batter beard man on pipe and ditch work; feeder man on, wood pulverizers; board. and, willow mat weavers and cable tiers on river work; dec)C. hands; pile. dike and revetment work; all" laborers working on underground tunnels less than 25,. feet where compressed air is not used; abetmen si x (6) feet or more t and pier hole men working + below'.ground; men working in coffer dams . for bridge piers and , tit fcvt'ings 'in. the river; ditchliners; pressure groutmen; caulker; t chain or concrete saw; cliffscalers working from scaffolds, }. <` bosuns' chairs or platforms on dams or power plants over (10) feet above ground; mortarmen on brick or block manholes; toxic ` ' and hazardous waste work. M0970001 - 19 11/07/137. it :5` r Si ,.r. •z J+.qe��t^ca U'ua5!3n.+nlzt 'v y;:a.a« ,-u.. .' ."' T.....,,, ...» ..�. r afar.,.+ru—.--..—�-• ;.•- ... .. _ z s: {� j *"t P'�''' ��i y i f i GROUP 2 : Skilled Laborers - Head pipe layer on sewer work; laser beam man; Jackson or any other similar tamp; cutting torch man; .� form setters; liners and stringline men on concrete paving, curb, ,-- gutters; hot mastic kettlema.n, hot tar applicator; sandblasting and gunite nozzlemen; air tool operator in tunnels; screed man on asphalt machine; asphalt raker; barco tamper; churn drills; - ` air track drills and all similar drills; vibrator man; stringline man for electronic grade control; manhole builders-brick or f block; dynamite and powder men; grade checker. -- -_ ------------------------------------------------------ `___--__ -_ LABOO660H 03/05/1997 _ Rates Fringes ; ST. CHARLES COUNTY - LABORERS: F GROUP 1 19 . 67 5 .12 1 GROUP 2 20 . 17 5 . 12 LABORERS CLASSIFICATIONS _. r GROUP 1 : General laborer; carperiter tender; salamander tender; -`� dump man; ticket takers; flagman; loading trucks under bins, - hoppers, and conveyors; track men; cement handler; dump man on earth fill; Georgie buggie man; material batch hopper man; spreader on asphalt machine; material mixer man (except on " :, .► manholes) ; coffer dams; riprap paver - rock, .block, or brick; r signal man; scaffolds over 10 ft not self-supported from ground `rFF up; skipman on concrete paving; wire meth setters on concrete paving; all work in connection with sewer, water, gas, 'gasoline, oil, drainage pipe, conduit pipe, tile and duct lines and all other pipe lines; power tool operator; all work in connection with hydraulic or general dredging operations; form setters; puddlers (paving only) ; straw blower nozzleman; asphalt plant platform man; chuck. tender; crusher feeder;. men handling .creosote ties or creosote materials; men .working. with and handling epoxy material;' topper of standing trees, feeder, , man on, wood pulverizer; board and w llow mat weavers and cable tiers on river work; deck hands; pile dike and revetment work; : .,all laborers working on underground tunnels leas than' 25 ft' `� # where, compressed air. is not used; abutment and pier hole men =; working S ft or more below ground;. men working in coffer, dam, for bridge piers and footings in the rimier; Barco tamper, -- � Jackson .or any other similar tamp; cutting. torch mian,• . liners,. curb, gutters, ditchliners; hot mastic kettleman; h ot tar ' - a l,icator; pp hand blade operators; , mortar men on brick or block t manholes; rubbing concrete; air tool operator under 5S pounds; caulker, and lead man; chain' saw under 15, hp; guard rail `and r sign .,erectors �V GROUP 2: Vibrator man; asphalt raker; hand pips layer on' sewer F5 work; batterboard man on pipe and ditch work; 'cliff scai lers` working from Bosun's chairs, scaffolds or. platforms on dams or, + M0970001 - 20 1/07/1997 owl t r= IF Fi _.as Lq � f j .. .....+--,•�. �r...��... ........rte.... .� ., •�_... .. I s 4 i i - t�nrrasiw��sarr«� --rmsr�.wwa.�.a . .�.�r.s- ,__---- ----- ,••. _ "0. power plants over 10 ft high; air tool operator over 65 pounds; j stringline man on concrete paving etc . ; sand blast man; laser, beam man; wagon drill; churn drill, air track drill and all fill other similar type drills; gunnite nozzle gran; pressure grout man; screed man on asphalt; concrete saw 15 hp and over; grade checker; stringline man on electronic grade control; manhole builder; dynamite man; powder man; welder; tunnel man; i waterblaster - 1000 psi and over; asbestos and/or hazardous waste removal and or disposal; LABOO663D 04/01/1997 „ } Rates Fringes CASS (Richards-Gebaur Air Force Base ONLY) CLAY, JACKSON, PLATTE, AND RAY COUNTIES i -� LABORERS: GROUP 1 17 . 71 5.30 GROUP 2 18 . 60 5 .30 } LABORERS CLASSIFICATIONS } �! GROUP 1: General laborers, Carpenter tenders, salamander tenders, loading trucks under bins, hoppers and conveyors, track men and all other general laborers, air tool operator, cement •.: r --- handler (bulk or sack) , chain or concrete saw, deck hands, dump —. man on earth fill, grade checkers on cuts and fills, Geordie Buggies man, material batch hopper man, scale man, material mixer man (except on manholes) , coffer dams, abutments and pier hole ( men working below ground, riprap pavers rock, black or brick, signal man, scaffolds over ten feet not self-supported from - ground up, skipman on concrete paving, vibrator man, wire mesh setters on concrete paving, all work in connection with sewer, water, gas, gasoling, oil, drainage pipe, conduit pipe, the and duct lines and all other- pipelines-,- power tool operator, all work. in -connection with hydraulic or Y general dredging ogerations, form: setter helpers puddlers (paving only) , straw blower nozz3.eman, asphalt plant platform man, chuck tender, crusher feeder, mean A.� handling creosote ties on creosote materials, men working with and handling epoxy material or materials (where special protection is required) , tooper of standing trees, batter board man on pipe and ditch work, feeder man on wood pulverizers, board and willow mat weavers and cable- tiers on river work, deck hands, pile dike and revetment work, all laborers working on underground ` 'tiYnnels less than 25 feet where compressed air is not used, : Abutment and pier hole men working six (6) feet or more below ground, men working in coffer dams for bridge piers and footings ' in the. river, ditchliners, ressure { p groutmen, caulker and chain ar concrete saw,- cliffscalers working from scaffolds, bosuns! chairs or platforms on dams or power plants over (10) feet above : ground, mortarmen on brick or block manholes, signal man..}'I GROUP 2 : Skilled Laborer - spreader or screed man on asphalt machine, asphalt raker, laser beam man, barco tamper, jackson or. I' M0970001' - 21 11/07/1997' iU t S s r t� r any other similar tamp, wagon driller, churn drills, air. track drills and other similar drills, cutting torch man, form setters, . _ liners and stringline men on concrete paving, curb, gutters and etc. ; hot mastic kettleman, hot tar applicator, hand blade f operators, mortar men on brick or block manholes, sand blasting and gunnite nozzle men, rubbing concrete, air tool operator in tunnels, head pipe layer on sewer work, manhole builder (brick or block) , dynamite and powder men. ----------------------------- --------------- ' r---r--,r_---r r PAIN0002B 0910111996 ' Rates Fringes _ CLARK, FRANKLIN, JEFFERSON, LEWIS, LINCOLN, MARION, PIKE, RAILS, ST. CHARLES, ST. LOUIS (CITY & COUNTY) , AND WARREN COUNTIES PAINTERS: Brush 19 . 60 Spray 6 . 66 -----------------------------------------60-------------66------ _. PAIN0003D 04/01/1997 BATES, BENTON, CALDWELL, Rates Fringes CARROLL, CASS, CLAY, CLINTON, COOPER, DAVIESS, GRUNDY, HARRISON, HENRY, JACKSON, JOHNSON, LAFAYETTE, LIVINGSTON, MERCER, MONITEAU, MORGAN, PETTIS, PLATTE, RAY AND SALINE COUNTIES .PAINTERS: Brush & Roller; Taper; Bazooka; Lead Abatement 19 . 90 . ; Paperhanger 4 .15 20 .40 - Storage Bin & Tanks (Roller or x •15 ' Brush) ; Elevated Tanks (Roller or Brush) ; Stageman; Beltman; Bridgeman; Steelman; Sand Blast (Base) ; Elevator- Shaft Sprayman 20. 65 , 4 .15 20 .90 f E Sandblast (Bridge, Stage, Erected Steel and Storage Bin and Tanks) 21 .44 4 .35 ' Sprayman (Storage Bin & Tanks, Elevated Tanks) ; Stageman (Spray) ; Bridgeman (Spray) ; Steelman ► (Spray) —, 21. 65 . 4 .15 Steeplejack (other- than Elevated Tanks) ( . Steeplejack, -Spray or Sandblast 24 .59 4 .15 r� (other than Elevated Tanks) 25.59 ` 4 .1a F -.-----------------------------,--- .---- ---- --.- - _ F PA00098B 05/01/1997 t BREW, ATCHI. Rates .Fringes SON, BTJCHANAN, DE KALB, GENTRY; FiA1:sT,. N©3at'�GiAX b: WORTH COUNTIES - ,. M0970001 - 22 11,/07,!1.997 Fl ; t y , i., S11, .. .. .. 1 y; PAINTERS: Brush & Roller 17 .65 4 .25 Sandblasters 18 . 65 4 .25 Steeple Jack 20 .65 4 .25 .� -------------------------------------------- ---------- ------------ --------------------.•—..--�.--...•...-•—..--......�..•.... ` PAIN0203B 04/01/1997 Rates -Fringes BARRY, BARTON, CEDAR, CHRISTIAN, DADE, DALLAS, DOUGLAS, GREENE, HICKORY, HOWELL, JASPER, LAWRENCE, MCDONALD, NEWTON, OZARK, POLK, ST. CLAIR, STONE, TANEY, VERNON, WEBSTER and WRIGHT COUNTIES PAINTERS: Sandblasters & Highman (over J 401 ) 16 .73 3 .23 Painters 16 .43 3 .23 - Tapers ---------------------------------- --------------------- PAIN1185C 04/16/1997 Rates Fringes _i ADAIR, AUDRAIN, BOONS, CALLAWAY, CHARITON, COLE, GASCONADE, HOWARD, KNOX, LINN, MACON, MONROE, MONTGOMERY, OSAGE, PUTNAM, RANDOLPH, SCHUYLER, SCOTLAND, SHELBY AND SC3LLIVAAI COUNTIES and the City of Booneville. -- E PAINTERS: I Brush, Roller, Paperhanger, Taper, Structural . Steel; Epoxy (Water Base ONLY) ; Steam Removal of Wallpaper 36 .25 1.00 Structural Steel Brush or Roller; Epoxy Brush or Roller; i Epoxy Structural Steel• 16.75 1.00 i i Spray, Structural . Steel (Over SO' f' high) ; Ss Tasting; 17.25 Ep xy .c P Y 1.00 Structural Steel Brush or f f� Moller (50 , high) ; Stage k ;,[ Brush or Roller 1100 i Epoxy Structural Steel (50 ' x high) ; Epoxy Stage Structural. t Steel 18.75 1,00 F rt --------------- -- - -------------- 4 PAIN1265C 07/01/1996 Rates fringe's CAMDF.'D7, 'CRAWFORD, DENT, LACLEDE, MARIES, MILLER,, ,,PHELPS, Pi3I+ASKI } , AND TEXAS COUNTIES !" f PAINTERS: Brush and Roller 15 .50 5.86 �< S ra , Structural Steel, p y •: M0970001 - 23 11/07/199'7 f , . )fit' tN s .. . . .. .. ., sir,• 1 Sandblasting and all Tank Work 16 . 75 5.86 �' { Lead Abatement 17 . 75 5. 86 -------------------------------------- -•-------•------ .----- •----- PAIN1292B 07/01/1997 Rates Fringes { BOLLINGER, BUTLER, CAPE GIRARDEAU, CARTER, DUNKLIN, MISSISSIPPI, NEW MADRID, OREGON, PEMISCOT, PERRY, REYNOLDS, RIPLEY;--' SCOTT, SHANNON, STODDARD and WAYNE COUNTIES • PAINTERS: s Commercial & Light Industrial 14 . 15 3 , 96 i Heavy Industrial (Brush & Roller) 16 .65 3 . 96 Bridges (Brush, Roller & Spray) 21. 00 3 ,96 - r � ' Spray (Except Commercial) 15 . 30 3 , 96 Sandblasting & Waterblasting 18 . 00 3 .96 ! Pressure Washing 14 . 75 3 .96 Height Rates (All .Areas) : 501 to 75 ' per hour ($0 . 75) 75 ' to 150 ' per hour ($1 .50) ! 150 ' and over (each additional 50 ' E add $. 50 per hour) ---------------------------------------------------------------- { _ } PAIN1292F 07/01/1997 Rates Fringes } IRON, MADISON, ST. FRANCOIS, STE. GENEVIEVE and WASHINGTON COUNTIES PAINTERS: Commercial and Light Industrial 16',25 3 ,96 j Heavy Industrial (Brush & Roller) 17:25 3 , 96 i Bridges (Brush, Roller & Spray) 21.00 . 3 :96 Spray Painting (Except: Commercial). 17.40 3 .96 Sandblasting and Waterblasting 18 .00 3 .96 Pressure Washing 16 .$6 3 ,96 Lead Abatement 17 .25 3 . 96 Height Rates (All Areas) : 50 , to 75 ' per -hour .. $0 .75 75 ' to 150 ' per hour 1.50 150 and over (each additonal 50 ' add $0.50 per hour) ------------------------------------------------------------------ PLAS0368C 04/01/1995 Rates Fringes BENTON, 'CALLAWAY, CAMDEN, COLE, GASCONADE, HENRY,` HICKORY, JOHNSON# MARIES, MILLER•, .MONTGOMERY, MORGAN, ',OSAGE, PETTIS, SALINE, & ST. CLAIR COUNTIES ,CEMENT MASONS 17 . 56 1.00 ------------------------------------ --------- ------ ------------- M0970001 - 24 11/07/1997 .. • i Y fit' Oil{ { f'II�YIf�as�er04wac dY f — .r.��__._ t'— ____ —•4 tt __._ )_:{:; "t PLAS0518G 04/01/1997 Rates Fringes . CASS (Richards-Gebaur. AFB on , CLAY, JACKSON, PLATTE AND RAY w� COUNTIES CEMENT MASONS 18 . 50 6 .22 s -------------------------------------------------------- ----- j PIiAS0518K 04/01/1995 Rates Fringes ANDREW, ATCHISON, BUCHANAN, BATES, CALDWELL, CARROLL, CASS (Except Richards-Gebaur AFB) CLAY, CLINTON, DAVIES,S, DEKALB, ; GENTRY, GRUI+IDY, HARRISON, HOLT, JACKSON, LA.FAYETTE, LIVINGSTON, MERCER, NODAWAY, PLATTE, RAY AND WORTH COUNTIES --a CEMENT MASONS 18 . 10 3 .73 ---------------------------------------------------------------- PLAS0527A 05/07/1997 Rates Fringes _i JEFFERSON, ST. CHARLES COUNTIES AND ST. LOUIS (City and County) CEMENT MASONS 21 . 08 8.08 FRANKLIN, LINCOLN, AND WARREN COUNTIES CEMENT MASONS 19 .91 •!�$, . ; j ----------------------------------------------- ---- --------•-•-- PLAS0527D 06/01/1997 Rater Fringes CRAWFORD, DENT, IRON, MADISON, MARION, PHELPS, . pjKE, PULASKI, RALLS, REYNOLDS, ST. FRANCOIS, STE. GENEVIElfE, SHANNON, TEXAS o WASHINGTON COUNTIES CEMENT MASONS 18 .50 7.9 9, --------------------------------------------- -- ---------------------------------------r.-— -——-——— ---- -—- t 05/01/1996 PL�AS0908A . Rates Fringes BOLLINGER, BUTLER, CAPE GIRARDEAU, CARTER, DUNKLIN,. MISSISSIPPI* r NEW MADRID, OREGON, PEMISCOT, PERRY, RIPLEY, SCOTT, STODDARL, AND^ , ` WAYNE COUNTIES t CEMENT MASONS------------------- --- -- _---3-95 -- in —__ —_——— ——— _r— X, PIAAS0908D 04/17/1995 .. Rates Fringes BARRY, BARTON, CEDAR, CHRISTIAN, DARE, DALLAS, DOUGLAS, . M0970001 '- 25 , ,11/07/1997,: , 1,1 � J r � ..rwi„wq• a .'.Y<....nN.G'MVi. ......v.. ... _. .. .e ... .. ' :. ji + f 1 �,F: r` .'. >1eF`M1t"°�It�ii�a'{V 3M1`*�}wJt "-•• ��S L. � h 4- 4 ' I i GREENE, HOWELL, JASPER, LACLEDE, LAWRENCE, MCDONIVuD, NEWTON, - OZARK, POLK, STONE, TANEY, VERNON, WEBSTER, AND WRIGHT COUNTIES CEMENT MASONS 14 . 60 . 80 - -------------------------------------..,.---------- --- --------.------ PLUM0008C 06/01/1997 Rates Fringes CASS, CLAY, JACKSON, JOHNSON, PLATTE COUNTIES PLUMBERS 24 . 64 6 . 02 BATES, BENTON, CARROLL, HENRY, LAFAYETTE, MORGAN, PETTIS, RAY, ST. CLAIR, SALINE, AND VERNON COUNTIES -- PLUMBERS 22 . 20 6 .02 PLUM0035C 07/01/1997 Rates Fringes CAMDEN, COLE, CRAWFORD, FRANKLIN, -JEFFERSON, MARIES, MILLER, MONITEAU, OSAGE, PHELPS, PULASKI, ST. CHARLES, ST. LOUIS (City and County) , WARREN and WASHINGTON COUNTIES PLUMBERS 23 . $55 9. 02 ---------------------------------------- •------- -------- ----- PLUM0045D 09/01/1997 Rates . Fringes ANDREW, A.TCHISON, BUCHANAN,, CALDWELL, CLINTON, DAVIESS, DEKAiLB, GENTRY, HARRISON, HOLT, NODAWAY AND WORTH COZWTIES PLUMBERS & PIPEFITTERS. . 22 .00 7.10 --------------- -------------------- PLUM0178D 11/01/1997 y r Rates Fringes E BARRY, CEDAR, CHRISTIAN, DADE, DALLAS, DOUGLAS, GREENE, HICKORY, - LACLEDE, LAWRENCE, POLK, STONE, TANEY, WEBSTER, AND WRIGHT COUNTIES - PLUMBERS & PIPEFITTERS 19. 94 5 .53 --- -------------------------------------- PLUM0317B 07/01/1995 -- Rates Fringes BOON(E, CALLAWA,Y, COOPER, HOWARD, AND R.ANDOLPH COUNTY (Southern ;.: half) J PLUMBERS & PIPEFITTERS 19.18 3 .17 ? " --------------------------------------------.-------- -------- _--; 1 ' � - M0970001 - 26 11/07/1997 ; X45� � �fllllti liwl�Ulrlit�i�lne��ia�+ i i . PLUM0533E 06/01/3.997 gates Fringes y CASS, CLAY, HEI3RY, IiICKORY, JACIKSON, BATES, BENTON, CARROLL, RAY, sALINEr JOHNSON, LAFAYETTE, MORGAN, PETTIS, PLATTE, ST. CLAIR AND VERNON COUNTIES 23 . 59 8 . 3.8 PIPEFITTERS ----------------------- ---------- -� - --- -------- ---------------- _ 1 PLUM0562D 06/01/1997 Rates Fringes ADAIR, AUDRAIN, BOLLINGER, BUTLER, CAMDEN, CAPE GIRARDEAU, ' CARTER, CIiARITON, CLARK, COLE, CRAWFGRD, DFNT, DLTNftLIN/ FR�.NKLIt e 1 GASCONADE, GRUNDY, HOWELL, IRON, JEFFERSON, :Q40X, LEWIS, LINCOLN, ( LINN, LIVINGSTON, MA CON, MADISON, MARIES, MARION, MEEtCER, MILLER, I "'? MISSISSIPPI, MONITEAU, MONROE, MONTGOMERY, NEW 'JRPHELPS, PIKE, PERRY HALF OF RANDOLPH, OREGON, OS DS,PRIPLEOTT, , ( RALLS, REYNOLDS► RIPLEY► S't''. CH.�RL£S, ST. r, PU'L,ASKI, PUTNAM, � ST. LOUIS, SCI�UYLER, SCOTLAND, SCOTS. , FRANCOIS, STE. GENEVIEVE, SULLIV�,N, TEXAS, WARREN, WASHINGTON, SHANNON, SHELBY, STODDARD, ' i AND WAYNE COUNTIES. 24 . 50 10 .53 ( PIPEFITT£RS ----------------------------------------- ----------------------- PLUM0658B 07/01/1995 Rates Fringes NEWTON COUNTIES BARTON, JASPER, MCDONALD, AND f - ----------�-----3-83------ 16 .02 01 -PLUMBERS_�-P-------------------------- I { TEAM0013H 05/01/1997 Rates Fringes ! f _3 FRANKLIN, JEFFERSON, AND ST. CHARLES COUNTIES i ( TRUCK DRIVERS: 26 ,04 GROUP 1 26 .15 GROUP 2 26 .19 J GROUP 3 26 .26 GROUP 4 ( COUNTIES . LINCOLN AND WARREN T TRUCK 'DRIVERS: . 24 .69 1 GROUP 1 24 .80 5 -GROUP 2 24 .84 .84 GROUP 3 24 . 91 GROUP .4 AUDRAIN, BOLLINGER BOONE, CALLAWAY, CAPE GIRp, DEAU, CARTER, OLE CRAWFORD, DENT, GASCONADE, IRON, MACON, MADISON, MARIES, C / 11/07/1997 M0970001 : - 27 $ r, pcy °"�' N ".1„p.. +ir.;3i�.•". ., ..,,. _.--�.......�—_...._.__..._._ _ _ ,._. .._.—..._.. ..._ '.�7 { ✓' i F..` d,'`f`1'4e ' 1 ,s�n�a��rr►.iaaewu r ! MARION, MILLER, MISSISSIPPI,' MONROE, MONTGOMERY, NEW MADRID, OSAGE, PEMISCOT, PERRY, PHELPS, PIKE, PULASKI, RALLS, REYNOLDS, t• I ST. FRANCOIS, STE. GENEVIEVE, SCOTT, . 5HA2aNON, SHELBY, STODDARD, TEXAS, WASHINGTON, AND WAYNE COUNTIES TRUCK DRIVERS : GROUP 1 18 . 57 4 .40 GROUP 2 18 . 73 4 .40 GROUP 3 18 . 72 4 .40 r : GROUP 4 18 . 84 4 .40 E. i j ADAIR, BUTLER, CLARK, DUNKIN, HOWELL, KNOX, LEWIS, OREGON, PUTNAM, RIPLEY, SCHUYLER, AND SCOTLAND COUNTIES TRUCK DRIVERS: i GROUP 1 17 . 84 4 .40 GROUP 2 18 . 00 4 .40 s GROUP 3 17 . 99 4 .40 GROUP 4 18 .11 4 .40 TRUCK DRIVERS CLAtSIFICATIONS: GROUP 1 : Flat Bed Trucks, Single Axle; Station Wagons; Pickup �. 4 Trucks; Material Trucks, Single Axle; Tank Wagon., Single Axle GROUP 2 : Agitator and Transit Mix Trucks - ' ' GROUP 3 : Flat Bed Trucks, Tandem Axle; Articulated Dump Trucks; Material Trucks, Tandem Axle; Tank Wagon, Tandem Axle i GROUP 4 : Semi and/or Pole .Trailers; Winch, Fork & Steel Trucks; Distributor Drivers and Operators; Tank Wagon, , E, h r Semi-Trailer; Insley Wagons, Dumpsters, Half-Tracks, , Speedace, Euclids and other similar equipment; A-•Frame a ; nd Derrick Trucks; Float or' Low 'Boy --------------------------------------------------- I TP M0245C 03/25/1996 Rates Fringes !BARRY, ,BARTON, CAMDEN; CEDAR, CHRISTIAN, DALLAS, DENT, DOUGLAS; GREENE, HICKORY, HOWELL, JASPER, LACLEDE, LAWRENCE, MCDONALD, MILLER, NEWTON, OZARK, PHELPS, POLK, PULASKI, SHANNON, STONE, � 1v Y TANSY, TEXAS, VERNON, WEBSTER AND WRIGHT COUNTIES TRUCK DRIVERS r� Traffic Control Service Driver 12 30 t 3 68+a PAIa ,HOLIDAYS: - New Year's Day, Decoration Day, July 4th; Labor Day, Thanksgiving Day, Christmas Day;` t . Employee's birthday. and 2 personal, days. . "t M0970 - 28`' 11/07/1997 t ` � u TEAM0541A 04/01/1997 Rates Fringes CASS (Richards-Gebaur AFB) , CLAY, JACXSON, PLATTE, AND RAY :z COUNTIES -� TRUCK DRIVERS: s. 18 . 96 5 .75 # GROUP 'l I GROUP 2 18 .41 5 .75 GROUP 3 17 . 99 5 .75 y i TRUCK DRIVERS CLASSIFICATIONS GROUP 1 : Mechanics and Welders, Field; A-Frame Low Boy-Boom Truck Driver. GROUP 2 : Articulated Dump Truck; Insley Wagons : Dump Trucks, Excavating, 5 cu yds and over; Dumpsters; Half-Tracks : { Speedace: Euclids & similar excavating equipment. Material trucks, Tandem Two teams; Semi-Trailers; Winch trucks-Fork trucks; Distributor Drivers and Operators; Agitator and Transit Mix; Tank Wagon Drivers, Tandem or Semi; One Team; Station Wagons; j Pickup Trucks; Material Trucks, Single Axle; Tank Wagon Drivers, Single Axle GROUP 3 : Oilers and Greasers - Field ---------------------------------------------------------------- TF.AM0541B 05/01/1997 Rates Fringes BUCHANAN, CASS (Except Richards-Gebaur AFB) , JOHNSON, AIM LAFAYETTE COUNTIES t 1 TRUCK DRIVERS: GROUP 1 19.48 4 .40 .. GROUP 2 19.59 4 .40 GROUP 3 .. 19.63 4 .40- i ( GROUP 4 19 .70 4 .40 ; f ANDREW, BARTON, BATES, BENTON, CALDWELL, CAMDEN, CARROLL, CEDAR, CHARITON$ CHRISTIAN, CLINTON, COOPER, DADE, DALLAS, DAVIESS, DI8?K1til,a, DOUGLAS, GREENE, HENRY, HICKORY, HOWARD, JASPER, Z+ACLEDE, LAWRENCE, LINN, LIVINGSTON, MONITEAU, MORGAN, NEWTOI�7, PETTTa, POLK, RANDOLPH, ST. CLAIR, SALINE, VERNON, WEBSTER, AND WRIGHT COtJr4TIE .. . TRUCK ,DRIVERS: t GROUP` 1 18 .27 4 .40 GROUP 2 18 .42 4 .40 , GFLO'UP, 3 " 18 .43 4 .4.0 t'r. GR,OUR J.8 . 54 4 40 . -. ATCHISON, BARRY, GENTRY, GRUNDY, HARRISON, HOLT, MCDONALD, If �I! M0970001 29 11107/1997 t .. .�a•.gtr�. *Yi �du'AkI, 1���'� � gtir f 1 i MERCER, NODADWAY, OZARK, STONE, SULLIVAN, TANEY AND WORTH _ COUNTIES i TRUCK DRIVERS : f... GROUP 1 17 .54 4 .40 GROUP 2 17 .69 4 .40 GROUP 3 17 .70 4 . A GROUP 4 17 . 81 4 .40 TRUCK DRIVER CLASSIFICATIONS GROUP 1 : Flat bed trucks wagons;single axle; station w3 pickup g g P P trucks; material trucks single axle; tank wagons I single axle. i GROUP 2: Agitator and transit mix-trucks. GROUP 3 : Flat bed trucks tandem axle, articulated dump trucks; i material trucks tandem axle; tank .wagons tandem ' y 1 axle. s I i ' GROUP Semi and/or " 1: / pole trailers; winch, fork & steel ,trucks; 4 , distributor drivers & operators; tank wagons semi- - I. N..: trailer; Insley wagons, dumpsters, half-tracks, speedace, euclids & other similar equipment; A-frames and derrick trucks; float or low boy. ———-—————————————————————————————————•——————————————--——.—————————— 1 TEAM0541C 03/25/1997 Rates Fringes -- . BATES, CASS, CLAY, HENRY, JACKSON, JOHNSON, LAFAYETTE, PLATTE, 7� 1 AND RAY COUNTIES . _' I TRUCK DRIVERS: M Traf f is Control- Service- Driver' '` ' 12 .60 2.02+a a. PAID HOLIDAYS: New Year' s Day, Decoration Day, July 4th, -- Labor Y• Thanksgiving Day, Chzistmas-Day, z Employ ee s birthday and 2 personal days R ,-------------------------------- ---w+.. — ..--.. --..—_+.....----r------------ it ..t. tEAM06'82i) 6SIO111996 .: ,,. ... Rates Fringes ST. LOUIS: CITY AND COUNTY TRUCK DRIVERS. i 7 GROUP 2 19 .7?. S.3754-a ; k GRIP 3 19 .87 5 37S+a 4 F t }S M0970001 30 11/0.7/197 fie v' x✓Y-rE,4+s'nz..a W a ac .,..,s ...,.. ti...1 to. :f.a r ' { f - TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - Pick-up trucks; forklift, single axle; flatbed trucks; job site ambulance, and trucks or trailers of a water level. { ` .• capacity of 11 . 99 cu. yds. or less GROUP 2 - Trucks or trailers •of a water level capacity of 12 .0 cu yds . up to 22 . 0 cu yds. including euclids, speeda.ce and similar equipment of same capacity and compressors GROUP 3 - Trucks or trailers of a water level capacity of 22 .0 cu. yds & over including euclids, speedace & all floats, flatbed trailers, boom trucks, winch trucks, including small trailerst farm wagons tilt-top trailers, field offices, tool trailers, ? i concrete pumps, concrete conveyors & gasoline tank trailers and truck mounted mobile concrete mixers FOOTNOTE FOR TRUCK DRIVERS : a. PAID HOLIDAYS: Christmas Day, Independence Day, Labor Day, Memorial Day, Veterans Day, New Years Day, Thanksgiving Day PAID VACATION: 3 days paid-vacation for 600 hours of service in any one contract year; 4 days paid vacation for 800 hours of service in any one contract year; 5 days paid ' vacation for 1, 000 hours of services in any one contract ! years. ------ -------------------------------------------•------------ >S WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. k ------------------ -------...------------------------------------ -- ` t Unlisted classifications needed for work not included within the• scope of'.the class ificat ions . listed may be. added after award only as provided in the labor standards contract clauses - (29 CFR 5.5 (a) (1) (v) ) . --------- --- ---------------------.------------•----------------- ; in the listing above, the . "SU" designation means that rates listed under that-identifier do not reflect. collectively ( bargair�ed wage and fringe benefit rates. Other designations r indicate unions whose rates have been determined to be , , prevailing. WAGE DETERMINATION APPEALS PROCESS, 1. ) Hag there been an initial decision in the matter? This .can. be: !r * an existing published wage determination j * a survey underlying a wage determination M0970001 - ail X1/07/1997 '>-*.e w.bz.+'4•a'm14:.r.A 34...i:r..w... ,.... ........ .. ... i { L `.. * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification. and .rate) T. ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour �St Regional Office for the area in which the survey was. conducted because those Regional Offices have responsibility for- the Davis-Bacon survey program. If the response from this initial + { contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. j i With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch , ! of Construction Wage Determinations . Write to: - i Branch -of Construction Wage Determinations' Wage and Hour. Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2 . ) If the answer to the question in 1. ) is yes, then an ` interested party (those affected by the action) can request `. review and reconsideration from the Wage and Hour Administrator ? (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator -. U.S. Department of Labor ;ts j 200 Constitution ,Avenue, N. W. Washington, D. C. 20210 y: ? The request should be accompanied by a•-'full statement of the . interested party' s position and by any information (wage payment data, project description, area 7 P practice material, etc. ) that the , ,..p. r " requestor considers relevant to the issue. 3 . ) If the decision of the Administrator is not favorable, are S nterested party may appeal directly to' the Administrative Review Board (formerly 'the Wage Appeal's Board) . Write to: { _: Administrative Review Board i U. S. Department of Labor 2,00 Constitution Avenues N. . W. Washington, D. C 20210 All:'! decisions by the Administrative Review Board are final It 4` END OF GENERAL DECISION LI. ` i" t t M0970001 32, 11`,/07/].997 . �'d t '' � t` 1 .. .. ,, tt ' < .,,< < ld .¢,.y�{k/r/.•,�Caf�t , AFFIDAVIT OF COMPLIANCE PUBLIC WORKS CONTRAg-TS LAW M� I, the undersigned, _ of lawful ague, first being duly sworn, state to the best of my information and belief as follows: 1 .r1 1. That I am employed as i by ( � 2. That was awarded a public works contract for Project No. 63004, Transit / Maintenance Garage (Expansion. 3. That I have read and am familiar with Section 290.290 FtSMo (1993 impose certain Supp.) an act relating to public works contracts, which im � P requirements upon contractors and subcontractors engaged in a public works construction project in the State of Missouri. a 4. That has fully complied with the provisions and requirements of Section 290.290 RSMo (1993 Supp.) f FURTHER AFFIANT SAYETH NAUGHT. AFFIANT i i Subscribed and sworn to before me this day of t' NOTARY PUBLIC My Commission Expires: STATE OF MISSOURI ) Y ' )ss ` COUNTY OF._.___M___ ) J ; ; y s. t `1 EXCESSIVE UI�E�A(PLOYMENT EXQ PrTION CE-ff IFLUAI1��1 j 1, the undersigned, of lawful age,first being duly sworn, state to the best of my information and belief as follows: 1. That I am employed as _ J by 2. That _ was awarded a public works contract for Project No. 63004, Transit/ Maintenance Garage Expansion. '7' 3. That I have read and am familiar with Section 290.250 RSMo (1993 .Supp.) are act relating to public works contracts,which impose certain requirements upon contractors and subcontractors engaged in a public works construction project in the State of Missouri. i —; 4. Although there is a period of excessive unemployment in the State of Missouri, c which requires the employment of only Missouri laborers and laborers from ' ` non-restrictive states on public works projects or improvements, an exception applies as to the hiring of _ _w --� since no Missouri laborers or laborers from non-restrictive states are available -� or capable of performing i —� FURTHER AFFIANT SAYETH NAUGHT. AFFIANT 1 f Subscribed and sworn to before me this day.of NOTARY PUBLIC My Commission Expires: J APPROVED BY: OIRECTOR.OF PUBLIC WORKS {{ a CITY OF JEFFERSON, MO I M� ..,"^.:*^�.U'lYi'KVIFJL+i lYV.:,iF»i.4aF«k+✓.%.My,1..+....:...:... .... ...... .._. ......... ' i 7 Y i ; CONSTRUCTION CONTRACT THIS CONTRACT, made and entered into this.� .,day of � by and between Verslues Construction Co., Inc., hereinafter called "Contractor", and the City of Jefferson, Missouri, a municipal corporation, hereinafter called "City". the Contractor has become the lowest responsible ereas WITNESSETH: That Wh , bidder for furnishing the supervision, labor, tools, equipment, materials and supplies and for constructing the following improvements: Project No. 63404, Transit/Maintenance Garage Expansion ,., A NOW THERE -ORE, the parties to this contract agree to the following: 1, ng�n�!ir for Comolet The Contractor agrees with the City to furnish all supervision, labor, tools,.equipment, materials and supplies necessary to ; perform; and to perform, said work at Contractor's own expense in accordance with the . ! contract documents and any applicable City•ordinances and state and federal lays, within One Hundred fifty(150) calendar drys from the date Contractor is ordered' � to proceed,which order shall be issued by the Director of Public Works within ten (10) i c and concurrence b the Missouri Department of I . . 'days after the date of this contract Y , Transportation. ! -� 2.. Prevaillnq V4►aaes All labor utilized in the construction of the aforementioned improvements shall be paid a wage of no less than the"prevailing hourly rate of wages" for work of a similar character in this locality, as established by Department of Labor and Industrial Relations of the State of Missouri, and as established by the Federal Employment Standards of the Departm ent of Labor. Contractor acknowledggs that Contractor .knows the prevailing hourly ,rate .of wages for this project because " J the prevailing hourl •rate of gages from the contents of the .Contractor has obtaoned p g Y , I current Annual Wag i�; and General e Order No.4,Section 026,Cale Cou� Decision 3 M0970001 in which the rate of wages is set forth. The Contractor further agrees'that Contractor will keep an accurate record showing the names. and occupations of all } :. workmen employed:in connection with the wank to be pe rformed under,the terms of this € ` contract: The record shall:show the actual wages paid to the workmen in connection } with the work to be performed ender the terms of this contract. A copy of the.record , shall.be delivered to the,Director of Public Works each week. In accordance With Section 290.250 RS lay Contractor shall forfeit to the City Ten dollars ($'!fD.oa� for each day or portion thereof that the workman is paid W orkman,employed,.for each calendar Y P S Jess than the stipulated rates for any work done under this contract, by the Contractor or any subcontractor under the Contractor:. 1 X .. ,rr i f M1y,,,t ..,...r-.. -`^rte^ter u...,,.--- '"�'• �' �tlt "'"A`ti%h�u+t,'Nt'3-m'rrr.,+,aM.:: ' `+•!. " :ilh . .ri[ir�? ;vl c r�,. €�. J S r ..✓�?!��'�� �Y i7; �j }€fin ,-• 'tl ' �\i ?, ... •' { + 3. 9UILMnsi. Contractor shall procure and maintain at its own expense during he life of this contract: g (a) Workmen's Compensation i rarnq for all of its employees to be engaged in work under this contract. (b) r rs Public Liability In,UM99 in an amount not less than 1 $ ,000,000 for all claims arising out of a single occurrence and $100,000 for any one person in a single accident or 'occurrence, except for those provisions of the Missouri p se claims governed by the P ssour� Wnorkmen s Compensation Law, Chapter 287, RSMo., and ? Contractor's Property Damage Insurance in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence. (c) Automobile Liability Insurance in an amount not less than $1,000,000 for j all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence. (d) Owner's Protective Liability Insurance - The Contractor shall also obtain at its own expense and deliver to the City an Owner's Protective Liability insurance Policy naming the City of Jefferson as the insured, in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the Missouri Workmen's Compensation Law, Chapter # 287, RSMo. No policy will be accepted which excludes liability 'for damage to } ! I underground structures or by reason of blasting, explosion or collapse. s : (e) ubcontra - In case any or all of this work is sublet, the Contractor shall �1 require the Subcontractor to procure and maintain all insurance required In .� Subparagraphs (a); (b), and (c) hereof and in like amounts. • (f) Scone of Insurance and S egi• I t g rte] ' The insurance required under Sub-paragraphs (b) and (c) hereof shall provide adequate protection for the Contractor and its.subcontractors, respectively, against damage claims which may arise from f operations under this contract, whether such operations be by the insured or by an directly or indirectly employed by it, and also against any special hazards which may !. be encountered in the performance of this contract. YE: Paragraph is cons 9 p (� trued to require the procurement of Contractor "s protective, insurance (or rAr�tingent public liability and contingent property damage policies) by,a general contractor whose subcontractor has employees working on the project, unless . the general public liability and property damage policy (or rider attached thereto) of the general contractor provides adequate protection against claims arising from,operations: by anyone. directly or indirectly employed by the Contractor. \ 1 + 1 4. Contrac,>jor's B-twonsIbIlIfy fir Sr c n r MOMM, It is further agreed that Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors, and of persons either directly or indirectly employed by them, as Contractor is for the acts and omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all subcontracts relating to this work, to bind all subcontractors to Contractor by all the terms herein set forth, insofar as applicable to the work of subcontractors and to give Contractor the same power regarding termination of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing contained in this contract shall create any contractual relations between any subcontractor and the City or between any subcontractors. 5. Liquidated Damage& The Director of Public Works may deduct 'Three Hundred ($300.00) Dollars per day from any amourit otherwise due under this contract for every day Contractor fails or refuses to prosecute the work, or any separable part thereof, with such diligence as will insure the completion by the time above specified, or any extension thereof, or falls to complete the work by such time, as long as the City does not terminate the right of Contractor to proceed. It is further provided that Contractor shall not be charged with liquidated damages because of delays in the completion of the work due to unforeseeable causes beyond Contractor's control and without fault or negligence on Contractor's part or the part of its agents. � 6. T rrroln tin. The City reserves the right to terminate this contract by giving at least five (5) days prior written notice to the Contractor, without prejudice to any other rights or remedies of the City should the Contractor be adjudged a bankrupt, or if Contractor should make a general assignment for the benefit of its creditors, or if a receiver should be appointed for Contractor or for any of its property, or if Contractor should persistently or repeatedly refuse or fail to supply enough properly skilled workmen or proper material, or if Contractor should refuse or fail to make prompt payment to any person supplying labor or materials for the work under the contract, or persistently disregard instructions of the City or fail to observe or perform any provisions of the contract. 7. City's Right to Proceed. In the event this contract is terminated pursuant to Paragraph 6, then the City may take over the work and prosecute the same to completion, by contract or otherwise, and Contractor and its sureties shall be liable to the City,for any costs over the amount of this contract thereby occasioned by the City.' In any such case the City may take possession of, and utilize in completing the works such materials, appliances and structures as may be on the work site and are necessary for completion of the work. The foregoing provisions are in addition to and J . not in limitation of, the rights of the City under any other provisions of the contract, city ordinances, and state and federal laws. . 'n.'^e'.t r+riiiJ,l`4.1 .H.S...'y.. i e... .. • -... :_.... .. ...v.... '. _ .. .- .. ' 4 3 . �l Ilk i s a• MnIlly, The Contractor agrees to defend, indemnify, and save the City harmless from and against all claims, suits and actions of every description, brought against the City and from all damage and costs by reason or on account of any Injuries or damages received or sustained by any person or persons, or their property, by Contractor, its servants, agents or,subcontractors in the construction-- truction of said work, or { by any negligence or carelessness in the performance of the same, or on account of any act or omission of Contractor, its servants, agents, or subcontractors, or arising out of the award of this contract to Contractor. j 9. for Labgr nil Materials, The Contractor hi agrees and binds nds etself to pay for all labor done, and for all the materials used in the construction of the work to be completed pursuant to this contract. Contractor shall furnish to the City a bond to insure the payment of all materials and labor used in the performance of this contract. 10. 6MWI-m. The Contractor is hereby authorized and directed to utilize the City's sales tax exemption in the purchase of goods and materials for the project as set out in Section 144.062 RSMo 1966 as amended. Contractor shall keep and maintain records and invoices of all such purchases which shall be submitted to the City. 11. Payanent. The City hereby agrees to pay the Contractor for the work done pursuant to this contract according to the payment schedule set forth in the Contract Documents upon acceptance of said work by the Director of Public Works and in accordance with the rates and/or amounts stated in the bid of Contractor dated January 6, 1996 which are by reference made a part hereof. No partial payment to the Contractor shall operate as approval or acceptance of work done or materials furnished hereunder. The total amount of this contract shall not exceed Seventy Eight f Thousand Seven Hundred Fifty Two and 00/100 Dollars ($78,752.00), 12. �Capn riDocuments: The contract docume _rr nts shall consist of the following: c. This Contract, f. General Provisions b. Addenda g,. Special Provisions C. Information for • , r t3idders h. Technical Specifications d. Notice to Bidders L. Drawings and/or sketches e. Signed Copy of Bid This contract and the other documents enumerated in this paragraph, form th , Contract between the partles. These documents are as fully a part of the ontract as ` : if attached hereto or repeated herein. 13. Qrle�ndtscrim�na_ t : The Contractor agrees in the performance of this'contract not to discriminate on the ground or because of race, creed, color, national origin or ancestry, sex, religion, handicap, age, or political opinion P p or affiliation, against any: employee of Contractor or applicant for employment and 'shall include a similar vi prosion in, subcontracts let or award ed hereunder. , AI y L t ti I + 14. All notices required to be in writing may be given by first class mail addressed to the Director of Public Works i� f Jefferson,. , C�y o 320 East McCarty. Jefferson City, Missouri 65101, and the Contractor at Route#6, Rocky Valley Road, i Jefferson City, 65101. The date of delivery of an notice shall be the second full tY N y 'day after the day of its mailing. j15. JurigdIgtion. This agreement and every question arising hereunder shall be t interpreted according to the laws and statutes of the State of Missouri. 16. IN TESTIMONY WHEREOF, the pastes have hereunto set their hands and seals this day of Su o a 0 _ CITY OF JEFFERSON, MISSOURI jy i.. ! Mayor f APPR ED S FOR ATTEST: a C ty ounselor City Cierk CONTRACTOR { Title: , ; t -ATTEST: �. t the i 4, Title: =t t / 41 . a 4 t"� ".^�Wrt✓'1bt'�rfi�.MX 4L(1e.w�,lyT.�"t'+gY•tcf(S.ti.'Fn' +,Win .. tr.rxN t 2.< �a;�xk �t si 4 . s ;: _....._ � y*�v r �.^. �-�i°a73_"'t•^jr•'�'��''dM. 5��<'�• ey�. S� AN L. %e h 4 C5 '... j r +, j CERTIFICATE O� Q9 NE1�'S_A'fTARNEY f 1 ? , I, the undersigned, the duly authorized and acting legal representative of _ do hereby certify as follows: i have examined the attached contract(s) and surety bonds and the planner of t.. execution thereof, and I am of the opinion that each of the aforesaid agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives; that said representatives have full power and authority to execute said - agreements on behalf of the respective parties named thereon; and that the foregoing I agreements constitute valid and legally binding obligations upon the parties executing the same in accordance with the terms, conditions, and provisions. thereof. . (Signature) s . � J (Date) , , 1 , IWtt4b .. 't .v l Cb ���ftf'�S� k}Si f t t 1 j l y P IS IFS f. R. YU iw.� 3 � 4� ':3•s ' 1 7, iVawrts�w�s•���..I�.r--..atil_��.-. _ _ r. —_ 0' -- .... !bur"r j t PERFORMANCE PAYMENT ANA-QUARANTME BOND i 1 KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned SL v� DN cT,p r-���•� 2-� . hereinafter, referred to as "Contractor"and a Corporation organized under the laws of the State of awl o and authorized to transact business in the State of as Surety, are held and firmly bound unto the i hereinafter Deferred to as "Owner" in the penal sum of DOLLARS 0 ff en DD lawful money of the United States of America for t � payment of which sum, well and truly to be made, we bind ourselves and our hell's executors, administrators, successors, and assigns, jointly and severally by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT; ' WHEREAS, the above bounded Contractor has on the��_day of 19- 9fi entered into a written contract with the aforesaid Owner for furnishing materials, . . . `ng all equipment, tools, superintendence labor, and ocher f�ciliUe and accessories, for the construction of certain improvements as designated, defined and described in the said Contract and the Conditions thereof, and in accordance with the j specifications and plans therefore; a copy of said r` Contract being atachrd hereto and made a part hereof: NOW THEREFORE, if the said Contractdr�shall and will, in all particulars well -�' faithfully©bsery , duly end {' Y e, perform and abide by.each and every covenant, condition; and art of the.said Contract, and the Conditions, S ecificatidns;' Y ' ' p ehd other Contract Documents thereto attached or, b r'efer�ans, Prevailing Wage Law, y en' yin .according to the true intent and meaning in each case, and If said cela ontractor eshall T} replace al[defective parts, material and workmanship for a"period of one e r acceptance by the Owner, then this obligation s a after tw otherwise it shall remain in full force and effect. hall be and became mall and void; ( y ; f �t { ' 4 9 14s9 1 PROVIDED FURTHER, that if the said Contractor fails to duly pay for any labor, ,. materials, sustenances, provisions, provender, gasoline, lubricating oils, fuel oils, greases, coal repairs, equipment and tools consumed or used in said work, groceries and foodstuffs, and all insurance premiums, compensation liability, and otherwise, or any other supplies or materials used or consumed by such Contractor or his, their, or contractors in perform of the work contracted to be done, the Surety will pay its sub p the same in any amount not exceeding the amount of this Obligation, together with E interest as provided by law: ' k { PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates end agrees that no change, extension of time, alteration, or addition to the terms of the contr act, or the work to be performed thereunder, or the specifications accompanying , the same, shall in any wise affect its obligation on this bond and it does hereby waive { notice of any change, extension of time, alteration, or addition to the terms of the i I � contract, or to the work, or to the specifications: PROVIDED FURTHER, that if the said Contractor fails to pay the prevailing hourly rate of wages, as shown in the attached schedule, to any workman engaged in the construction of the improvements as designated, defined and described in the said l4 contract, specifications and conditions thereof, the Surety wil tor incurs by reason of (his/its)l pay the deficiencyac`a °1 any penalty provided for by law which the contrac unt of this obligation together with omission, in any amount not exceeding the amo , interest as provided by law: y t IN TESTIMONY WHEREOF, the said Contractor has hereunto set his hand, and the said Surety has caused these presents to fa t duly u a d F prized thereunto sot do, at seal to be hereunto affixed, by it attorney-�n-fact du y on this the �`��--:� ,rte, Q • _ .,_. __,iL--day ofd ---- e-/,o AJ Leo. Zkc' �ffE Oy'o �ASVAct� �iVSrJRaN�E� �,EiC�I.[![�� � SURETY COMPANY CONTRACTOR „ SEAL.) BY v A.L) B _ t �JERRIANN B. R1ASSIE :(SEAL") BY ATTORIE'-iH-EAs''� (SEAL.) BY ; Attorney-in-fact (State Representative) ' y - act's authority from the Surety Company (Accompany this. bond with Attorney-in f :a1zr t certified to include the date of the bond.) ��1�1�0l�07inlri'iw"-_---._. •n .r r� ';' ,s .. ... R... ;„ . i I r • AFFIDAVIT OF ATTOI[tNMIN-FACT FOR SURETY y STATE OF N551Q.W....... COUNTY OF ST. LOUIS ' O» this........ ....day of.........:..............777Auu .........................:................. 19•.28, before one JERRIANN B. L;LASRE personally appeared..................................,............•....................•...........................,..., Attorney-in-fact, of The Ohio Casualty Insurance Company, with whom I am,personally.acquainted, who being by me duly sworn, did depose and say, that he resides in.......�5 ....L{2u].5....MQ................ r ,•.. that he is the Attorney-in-fact of The Ohio Casualty Insurance Company, the corporation named in and which execut- ed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to at the said inatruurncmt is such corporate seal; that it was so affixed by order of the Board of said corporation. and that he signed and executed the said instrument as Attorney-in-fte'�s ��r,�• poiation by like order. MyCommission expires........................................ ».•..•. � 10 My •Zp�►��C jpy Form.3.170 BRYAN KRATKY,NOTARY PUBLIC •• •• ••••�►••• •• ••• �S. '• Mill:OF MIS.SOLIRI,COUNTY OF ST.LOUIS +4r r MY COMMISSION EXPIRES APRIL 9 © " , r� 1 nn .6001 •C3�,••• • ••alb• OF Cx { r �"ry(r iFl 7Zf1� I F ." T •. } IJ ' yP » f t = f l f t E 1 �. \ � f Y f• r r „ I,t-fit.�}i y�.�.� j s a. i x it i`, r� x, i s� 1 s�'F • aS f s pit i ' r t r t 1 . CERTIFIED COPY OF PO•�,,A OF ATTOli',R Y THE OE110 CASUALTY INSURAME COMPANY flow OMCL kir,MMTON,OMO No. 28-21.5 �inofu All Ant bg These resents: That THE 01-110 CASUALTY INSURAlsICE COMPANY, in pursuance, of authority granted by Article VI, Section 7 of the By-Laws of said Company, does hereby nominate, constitute and appoint, James P. Cittadino or Jerriann B. Blassie - - - - - of St. Louis, Missouri -its true and lawful agent and attorney -in-fact, to make, execute, seal and deliver for and or. its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNMANCES, not exceeding in any single instance ONE MILLION - - - - - - - - - - - - - - - -(s 1,000,000.00 -) Dollars, excluding, however, any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon j And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, u fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in Hamilton,Ohio,in their own proper persons. The authority granted hereunder supersedes any P revious authority hereto fore granted the above named a orneys}in-fact. E ►�It ca�A In WITNESS WHEREOF, the undersigned officer of the said The Ohio Casualtyy f br Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of the SEAL e said The Ohio Casualty Insurance Company this loci* day of February 92. STATE OF OHIO, Assi .rat Secrarury COUNTY OF)SUTLER } SS. On this 10th day of February A. D. 19 92 before the subscriber, a Notary Public of the State of Ohio, in and for the County of Butler, duly commissioned and qualified, came Lloyd E. Geary, Assistant Secretary of THE OHIO CASUALTY INSURANCE COMPANY, to me personally nown to be the individual and officer described in, and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn deposeth and saith, that he is the officer of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto sec m hand end affixed my Official t. Seal at the City of Hamilton,State of Ohio, c and year rrst above written. l Notary Pub'c rn . at of Buller,Sute of Ohio q My Commission expiaes () ember t''. , 199 . attorney s Thi power of x..;.;, p y is granted under and by authotty of Article VI, Section 7 of the By-Laws of the Gonipzny, uia,?ud by k'°:; "`•, its directors on April 2, 1954,extracts from which read: Cy4:.yi: "ARTICLE VI" . "Section 7. Appointment of Attorney-in-Fact, etc. The chairman of the board, the president„ any vice-president, the i.>'.'t: secretary or any assistant secretary shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of signin the no.me of the Company u sure zo and to execute, attach the corporate sral, wAmowleciget t g P Y t)' and deliver any and all bonds, recognizances, stipulations, undertakings or other instruments of suretyship and pc+liaea of insurance to be given in favor of any individual, firm, corporation, or the official representative thereof, or to any county or state, official or any ocial board or boards of county or state, or the United Stater of America, or to any other poLucai ssrb- } { division." This instrument is signed and sealed by facsimile as authorized by the following Resolution adopted by the directors of the Cumpany on May 27, 1970: 7�4=' = "RESOLVED that the signature of any officer of the Company authorized by Arcicic VI Section 7 of the by-laws to appoint Y gn retary or any Assistant Secretary certifying to the correctnfw of an), copy, of 'a „,,..... attorneys in fan, the si acute of the Sec y power of attorney and the seal of the Company may bi affixed by facsimile to any wer of attorney or copy thereof issued on behalf of the Company. Such signatures and seal are hereby adopted by the Company as original signatures and seal, >rr;, to be valid and binding upon the Company with the same force and effect as trough manually affixed." CERTIFICATE I; the undersigned Assistant Secretary of The Ohio Casualty Insurance Company, do hereby certify that the foregoing power of attorney, Artrcle VI Section 7 of the by-laws of the Company and the above Resolution of its Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF, I have hereunto set my hand and the seal of the Company this 21 day of JanA.►J., 19 98 SEA Assistant Secretary irlro� S-4.700. 8.90 ISM f1}dt,�� Gyyi b . . ! '...75 ,,�,+. i , ^dry.• ;' 1'�r'•ijll},.r tr�fra�t+ a r". :1 _ _ v t5`lll^rf!"M a , i GENERAL PROVI INNS i EM UM fff The following Articles GP-1 through GP-49 are"General Provisions of the Contract", modified as set forth In the Special Provisions. i GP-1 QONTRACI DQCUMENTS It is expressly understood and agreed that the Contract Documents comprise the Notice to Bidders, ' Instruction to Bidders,General Provisions,Special Provisions, Bid, Contract, Performance and One Year Guarantee Bond, Specifications, other documents listed in the Table of Contents and bound in this Volume. Plans,all Addenda thereto Issued prior to the time of opening bids for the worm, all of which are hereto attached, and other drawings,specificatlop+a,and engineering data which may be furnished by the { Contractor and approved by the Owner, together with such additional drawings which may be furnished by the Engineer from time to time as are necessary to make clear and to define In greater detail the intent of the specifications and drawings, are each and all component parts to the'agreement governing the work to be done and the materials equipment to be fumished. Ali of these documents are Hereby defined as the Contract Documents.. E . The several parts of the Contract Documents are complementary,and what is called for by any one shall be as binding as if called for by all. The intention of the Documents Is to include the furnishing of all materials, labor, tools, equipment and supplies necessary for constructing complete and ready to use the work specified. Materials or work described in words which so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. i. i The Contract shall be executed in the State and County where the Owner is located. Three(3) copies r of the contract documents shall be prepared by the Contractor, each containing an exact copy of the j Contractor's bid as submitted, the Performance Bond properly executed, a Statutory Bond where required, and the contract agreement signed by both parties thereto. These executed contract l documents shall be filed as follows: One(1) with the Cibj Clerk of the City of Jefferson f One 1 with the Jefferson City Director of Public Works ` One(1) with the Contractor GP-2 DEt~INITMS Wherever any work or expression defined in this article, or pronoun used in its stead, occurs in.these f contract documents, it shall have and is mutually understood to have.the meaning herein given; 4 ,. 1. Contract or Contract Documents shall include all of the documents enumerated in the previous article. 2. "Owner","City", or words"Party of the First Part", shall mean the party entering Into contract to secure performance of the work covered by this Contract and his or its duly authorized officers or agents. " 3. "Contractor'.'or the words"Party of the Second mart"shall mean the party entering into contract . for the performance of the work covered,by this contract and his duly authorized agents or legal representatives. - r y R. t i 4. "Subcontractors"shall mean and refer to a corporation,partnership, or individual having a direct j f contract with the Contractor,for performing work at the job site. 5. "Engineer" shall mean the authorized representative of the Director of Public Works, (i.e., the ? Engineering Division Director or Engineering Design Supervisor). 6. "Construction Representative"shall mean the engineering or technical assistant duly authorized , j by the Engineer limited to the particular duties entrusted to hint or them as subsequently set forth herein. P4 7. "Date of Award of Contract" or words equivalent thereto, shall mean the date upon which the ) successful bidder's proposal is accepted by the City. 8. "Day"or"days", unless herein otherwise expressly defined,shall mean a calendar day or days of twenty-four hours each. S. "The work" shall mean the work to bo done and the equipment, supplies and materials to be i furnished under this contract, unless some other meaning is indicated by the context. I �, 10. "Plans"or"drawings"shall mean and include all drawings which may have been prepared by the � Engineer as a basis for proposals, all drawings submitted by the successful bidder with his i proposal and by the Contractor to the City, if and when approved by the Engineer, and all drawings submitted by the City to the Contractor during the progress of the work, as provided for herein. (. i 11. Whenever in these contract documents the words"as d'rected","as required","as permitted", ,I as allowed", or words or phrases of like import are used, it shall be understc od that the direction, requirement,permission, or allowance of the City and Engineer is intended. 12. Similarly the words"approved","reasonable", "suitable", "acceptable";"property", "satisfactory", � i or words of like effect and import, unless otherwise particularly specified herein, shah mean approved, reasonable,suitable,acceptable,proper or satisfactory in the judgment of the City and Engineer. i 13. Whenever any statement is made in these Contract Documents containing the expression"it is understood and agreed"or any expression of the like import, such expression means the mutual understanding and agreement of the Contractor and the City. ' 14. "Missouri Highway Specifications" shall mean the latest edition of the "Missouri Standard Specifications for Highway Construction"prepared by the Missouri Highway and Transportation Commission. 15. "Consultant" shall mean the architect and/or engineer of record or,his/her duly authorized representative, other than that as defined in"5."above, that has been retained by the City for 4 ' design services and has prepared the plans and specifications for this specific project or a part of this specific project as covered by this r.,ontraM. The consultant is not an employee of the City of Jefferson. rV, GP.3 THE CONTRACTOR f<<; It is understood and agreed that the Contractor, has by careful examination satisfied himself as to the It. and location of the work,the conformation of the ground,the character, quality and quantity,of the materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work,the general local conditions, and all'other matters,which can in any L i� � 1 '*l,.ws,av;-yrt,(rgiee•s+.+ ... .. -:Y ,: „ .. .d:. ..._._ .,,... ., .:.,. ' ^ !t i I way affect the work under this Contract. No verbal agreement or conversation with any officer, agent ` or employee of the City, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained, { The relation of the Contractor to the City shall be that of an independent contractor. GP-4 THE ENGINEER The Engineer shall be the City's representative during the construction period and he shall observe the { work in process on behalf of the City by a series of periodic visits to the job site. He shall have authority to act on behalf of the City. The Engineer assumes no direction of employees of the Contractor or subcontractors and no supervision - of the construction activities or responsibility for their safety. The Engineer's sole responsibility during construction is to the City to endeavor to protect defects and deficiencies in the work. Any plan or method of work suggested by the Engineer, or other representative of the City, to the Contractor,but not specified or required,if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City will assume no responsibility therefore. GP-5 BOND -. Coincident with the execution of the Contract,the Contractor shall furnish a good and sufficient surety bond in the full amount of the contract sum. This surety bond, executed by the Contractor to the City; t shall be a guarantee: (a) for the faithful performance and completion of the work in strict accordance with the terms and intent of the contract doci.iments; (b) the payment of all bills and obligations arising from this contract which might in any manner become a claim against the City; 0 for the payment to the City of all sums due or which may become due by the terms of the contract, as well as by reason of any ? violation thereof by the Contractor; and for a period of one year from and Immediately following the acceptance of the completed project by the City,the payment to the City of all damage loss and expense which may occur to the City by reason of defective materials used, or by reason of defective or improper workmanship done, in the furnishing of materials, labor,and equipment in the performance of time said contract. } All provisions of the bond shall be complete and in full accordarx:e with statutory requirements. Time bound shall be executed with the property sureties through a company licensed and qualified,to operate in the f state and approved by the City. Bond shall be signed by an agent resident in the state and date of bond shall be the date of execution of the contract. If at any time during the continuance.of the contract the surety on the Contractor's bond becomes l irresponsible, the City shall have the right to require additional and sufficient sureties which the i} Contractor shall furnish to the satisfaction of the City within ten(i U) days after notice to do so. In fault iy thereof, the contract may be suspended, all payments or money due the Contractorwithheld;and the E . contract completed as hereinafter provided. ' GP-6 INSURANCE GP-6.1E�JERAt_: r The Contractor shall secure,pay for and maintain during'the life of the.Contract, insurance of such types and amounts as necessary to protect himself;and the City, against all hazards enumerated herein 'ill r . ' policies shall be In the amounts, form and companies satisfactory to the City. K } fi t { S The Insuring company shall deliver to the City certificates of all insurance required, signed by an !�^ . authorized representative and stating that all provisions of the following spocitied requirements are z complied with. r ,w., .. All certificates of Insurance required herein shall state that ten (10)days written notice will be given to M the City before the policy is canceled or changed. All certifications of insurance shall be delivered to the City prior to the time that any operations under this contract are started. All of said Contractor's certificates of insurance shall be written in an insurance company authorized to ' f i do business in the State of Missouri. { GP-6.2 �30DILY INJURY LIAI�LITY& PROPERTY 12 M t IADLITY_p (1) Bodily Injury Liability insurance coverage providing limits for bodily injuries, including death, of not i less than$1,000,000 per person and$100,000 per occurrence. — I (2) Property Damage Liability insurance coverage for limits of not less than $1,000,000 per one occurrence nor less than$1,000,000 aggregate to limit for the policy year. GP-6.3 p0LgTRACTOR'S PROTECT01(E 130011-Y INJUR`l LIABILITY& PF OTECTIYE PRdPERTY DAMAGE LIABILITY INSURANCE: ONS OF StD8Q0NTRACT0nS) (1) .Contractors contingent policy providing limits of at least$100,000 per person and$1,000,000 per occurrence for bodily injury or death. lilt (2) Property Damage Liability providing limits of at least$1,000,000 per occurrence and $1,000,000 -�. ,¢ aggregate. I GP-6.4 CONTRACTUAL LIABILITY ; ' Property Damage coverage with$1,000,000 aggregate limit. GP-6.a Q414'NE�'S PROTECTI LIABII I t_. ND_P_ROPEoTy DlA AGE INSUR�4N,The Contractor shall purchase and maintain Ownels Protective Liability and Property Damage insurance . issued in the name of the Owner and the Engineer as will protect both against any and all claims that f might arise as a result of the operations of the Contractor or his subcontractors in fulfilling this contract. X. -- The minimum amount of such insurance shall be the same as required for Bodily Injury liability and Property.Damage Liabiliity Insurance. This policy shall be filed with the Owner and a copy filed with the rigineer. 'GP-6- 6 F.XCO�1S ` The above requirements GP-1.2,1.3, 1.5 for property damage liability shall,contain no exclusion relative t -- to: „ s (1) Blasting.or exploslon. (Consult Technical Specifications Part I for possible deletion of this requirement on'subject project.) 4 "(2) Injury or destruction of property below the surface of the ground, such,as.wires, conduits, pipes, mains,sewers, etc:, caused by the Contractor's operations. r on or adjacent to the City's remises, (3) The collapse of, or structural injury to,any building or structure j tY p . s Lo �a�w #' unit r or injury to or destruction of property resulting therefrom, caused by the'removal of other buildings, structures, or supports, or by excavations below the SLOAce of the ground. � .,. i GP-6.Y AS,1TOiVdOEIOLfBO©I(Y INJURY i,iAtf„iY AI�TIQL9�P_ X...�,I�IIHE ' MABI_LI1YY aNISJBI & j i carry In his name, additional assured clauses protecting City. Liability Insurance with l Contractor shall r. � Bodily Injury or Death limits of not less than$100,000 per person and$1,000,000 per occurrence,and property damage limits of not less than $1()0,000 with hired car and non-awned vehicle coverage or separate policy carrying similar limits. { The above is to cover the use of automobiles and trucks on and off the site of the project. F GP-6.8 EMP OYER'S L AI BILITY AN[1 VrJQf3lC �-r' C4�MIFfct�SQ�T�C)R7 Employer's and Workmen's Compensation Insurance as will protect him against any and all claims resulting from injuries to and death of workmen engaged in work under this contract, and in addition the ; Contractor shall carry occupational disease coverage with statutory limits, and Employer's Liability with i a limit of$100,000 per person. The"All State"endorsement shall be included. In case any class of employees is not protected under the Workmen's Compensation Statute, the Contractor shall provide and cause such contractor to provide adequate employers liability coverage as ' will protect him against any claims resulting from injuries to and death of workmen engaged in work under ff 1 this contract. GP-6-9 I�r i eTinN FLOATER INSURANCE This insurance shall insure and protect the Contractor and the City from all insurable risks of physical loss r damage equipment, riot otherwise covered under Builder's Risk insurance,when in -• o g a to materials and p warehouses or storage areas, during installation,during testing and until the work is accepted. It shall i be of the"AI9 fiisks"type,with coverage designed for the circumstances which may.occur.in the particular work included in this contract. The coverage shall be for an amount not less than the value of work at completion,less the value of the material and equipment insured under Builders Risk insurance. The value shall include the aggregate'value of the City-furnished equipment and materials to be erected or ' installed by the Contractor not otherwise insured under Builders Risk Insurance. Instalstion Floater insurance shall also provide for losses, if any,to be adjusted with and made payable to the Contractor and the City as their interests nvay appear. j If the aggregate value of the City-furnished and Contractor-famished equipment is less than$10,000 i �4 such.equipment may be covered under Builder's Risk Insurance, and if so covered, this Installation Floater Insurance may be omitted. GP-6.'I0 s��MRAQ1OR'S RESPONSIi�ILITY FOR OTI°lE LIB O.�ES For the considerations in this agreement heretofore stated,in., addition.to Contractor's othex plaligations, { teals the Contractor assumes full respansibiiity for ail loss or damag from any cause whatsoeverto ar►,y.. owned by the mechanics, any tool machinery, equipment, or motor.vehicles owned or rented by,the 1h .. i .. Contractors, his agents,sub-contractors, rnateria!.men or hie or their employees; to,sherds or.other f ' temporary structures, scaffolding and staging, protective fences, bridges and sidewalk hooks. The { Contractor shall also assume responsibility for all loss or damage caused by, arising out of ar incident , to larceny,theft, or any cause whatsoever(except as here ihtiefore provided) to the structure on which t the work of this contract and any modifications, alterations, enlargements thereto,i;,to be plane,;end to materials and labor connected or to be used as a part of the.,permanent materials, and supplies` _..... _ . W�Y(t. f } • ! s , ' necessary to the work. GP-6.11 CONTRACTOR'S RESPONSIBli� �. AGIrS$ liL? �lEYJ f „{ The Contractor shall indemnify and save harmless tho City and Engineer and their officers and agents, of and from all losses,damages,costs, expenses,judgments,or decrees whatever arising out of action r- ` o rs uft that may be brought against the City or Engineer or any officer or agent of either of them,for or on account of the failure,a-nission, or neglect of the Contractor to do and perform any of the covenants, acts, matters, or things by this contract undertaken to be done or perforated, or for the injury,death or damage caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their agents,or in connection with any claim or claims based on the lawful demands of subcontractors. , workmen, material men, or suppliers of machinery and parts thereof, equipment, power tools and supplies incurred in the fulfillment of this contract. GP-6.12 NOTIFICATION IN EVENT OF LIABILITY OR DAMAGE Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to forthwith notify the City, in writing such happening,which notice shall forthwith give the details as to the j happening,the cause as far as can be ascertained,the estimate of loss or damage done,the names of witnesses, If any, and stating the amount of any claim. w $ GP-7 ASSIGNMENT OF CONIRACT The Contractor shall not assign or transfer this contract nor sublet it as a whole, without the written consent of the'City and of the Surety on the Contractor's bond. Such consent of Surety,together with ;z: 4 copy of assignment, shall be filed with the City. No assignment, transfer or subletting, evan though consented to, shall relieve the Contractor of his liabilities under this contract. Shou•d any assignee fail ! to perform the work undertaken by him in a satisfactory manner, the City may at his option annul and terminate Assignee's contract. !' GP-8 gUBCONTRACTS PRINCIPAL. MAIRRIALS UM M-ENT Prior to the awa►'d of the contract, the Contractor shall submit for approval of the City a list of subcontractors and the sources of the principal items of materials and equipment which he proposes to 3.: use in the construction of the project. The'Contractor agrees that he is as fully responsible to the City for the acts and omissions of his subcontractors and of person either directly or indirectly employed by them as he is for the.acts and omissions or persons directly employed by him. Any notices to the Contractor shall be considered as ' notice to any affected subcontractors. ' Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City. `}< No,off icer, agent or employee of the City;including the Engineer, shall have any power.or autt�olity whatsoever to bind the City or incur any"obligation In its behalf t any subcontracto material supplier. or other;person in any'manner whatsoever, GP.g OTH E CT to The City reserves the right to let other contracts.in c�nnaction with this work. The Contractor shall afford �±, �{ other contractors reasonable opportunity for-the'introduction and storage. of their.materials anal the execution of„their work, and shalt properly connect and coordinate his work with theirs , s 1 X42 z lisp p' 7 , fl�wlol7 ��tt�utaasr�u��w�rcas..�`��u i■va 'F ___ f �_., t i..5 x•;:d•� f= If any part of the Contractor's work depends for proper execution or results on the work of,any other. all Inspect and promptly report to the Engineer any defect in such worst that ,> contractor,the Contractor sh nspec p p N�1 renders it unsuitable for such proper execution and results. i. J } i His failure,so to inspect and report all constitute an accepfanca of the other contractor's work as fit and 1 proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. } Wherever work being done by the City's forces or by other contractors is contiguous to work covered by this Contract,the respective rights of the various interests involved shall be established by the Engineer, In order to secure the completion of the various portions of the work in general harmony. 1 OP-10 i L 1BE ERMITS AND i3LULATIONS The Contractor shall procure at his own expense all necessary licenses and permits of a temporary nature and shall give due and adequate notice to those In control of all properties which may be affected by his operations. Rights-of-way and easements for permanent structures or permanent changes in exists facilities shall be provided by the City unless otherwise specified. The Contractor shall give all r notices and comply with all laws, ordinances,rules and regulations bearing on the conduct of the work as drawn or specified. GP-11 NTS It is agreed that all royalties for patents or patent claims, infringement whether such patents are for processes or devices,that might be involved in the construction or use of the work,shall be included in mands that may be made at any time for such the contract amount and the Contractor shall satisfy all de { and shall be liable fond the Contractor shall at his r any damages or claims for patent infringements, a I _..r own expense,defend any and all suits or proceedings that may be instituted at any time against the.City for infri Infringement or alleged infringernent of any patent or patents involved in the work, and In case of an award of damages,the said Contractor shall pay e City such award;final payment to the Contractor by th -� will not be made while any such suits or claims remain unsettled. i GP-12' SrS AMD PLANS GP-12.1 ` r These Specifications and Project Plans are intended to supplement,but not necessarily duplicate each other,and together constitute one complete set of Specifications and Plans so that any work exhibited 4 ' in the one"and not in the other, shall be executed just as.if it has boen set forth in both,in order that the }} work shall be comp ieted according to the complete design of the Engineer. 4 Should anything..be omitted from. the Specifications and plans which is necessary to a Glean uriderstanding of the work,'or should it appear various instructions are In conflict, then the Contractor L shall secure written instructions from the Engineer before proceedirig with the construction affected by s. It is understood and agreed that th�a work^shall bg performed.and # such omissions or discrepancies. completed according to the true spirit, mei Ing and intent of the contract,.spec ifications and plans." 1 GP-12.2 NSlONS TO G1lERI+! dimensions and eievatior>5 shown on the plans shall be,Accurately followed even though they differ from scale!measurements. No work shown on the plans,the dimensions of which are not 1 dicaied sha11,156' 4 ` ` # executed until the required dimensions have been obtained from'the Engineer. rs i r}-,'.,rcrib'!C,.�dtd�2dxkR'+iP+Lv7,ll�d¢`s!n „+mot' P t.'7.;,. ..�t• �i, i ,, :s, y t ..-^'". f �Yt° 'r,?j{�t•5 ra<ai ga.a-d��":�,.L kX X(" GP-12.31 GONTHAGTOR TQ CHECK PLAN, A U&S The Contractor shall check all dimensions, elevations and quantities shown on the plans, and schedules given to him by the Engineer, and shall notify the Engineer of any discrepancy between the pWis and „ the conditions on the ground,or any error or omission in plans,or In the layout as given by stakes,points, or instructions,which he may discover in the course of the work. The Contractor will not be allawed to take advantage of any error or omission In the plans or contract documents, as full Instructions vtrllf be 5 furnished by the Engineer should such error or omission be discovered, and the Contractor shall rant' out such Instructions as If originally specified. The apparent silence of the Plans and SpecWcatlons as to any detail or the apparent omission from them F I of a detailed description concerning any point, shall be regarded as meaning that only the bast general practices, as accepted by the particular trades or Industries involved,shall be used. GP-12.4 $IANDARD SPECIFICATIOM$ Reference to standard specifications of any technical society, organization or association, or to Codes- of local or state authorities,shall mean the latest standard,code, specification, or tentative specification adopted and published at the date of taking bids, unless specifically stated otherwise. GP-13 !GONSTRUCTIOIV REPRESENT E AT PROJECT The City may appoint or employ such"Construction Representative" as the City may deem proper,to observe the work performed under this Contract, to the end that said work is performed, in substantial accordance with the plans and specifications therefor. . The Project Representative assumes no direction of employees of the Contractor or Subcontractors and no supervision of the construction activities or responsibility for their safety. The sole duty of the Project Representative during the construction is to the City to endeavor to protect against defects and deficiencies in the work. The Contractor shall regard and obey the directions and instructions of the Construction Representative ; so appointed,when the same are consistent with the obligations of this contract and the specifications _ f therefor, provided, however, that should the Contractor object to any order given by the Construction' �. Representative,the Contractor may make written appeal to the Engineer for his decision. The Construction Representative and other properly authorized representatives of the City shall be free , at all times to perform their duties, an intimidation or attempted intimidation of any one of them by the Contractor or by any of his employees shall be sufficient reason, if the City so decides, to annul the t, contract. "Such construction representation shall not relieve the Contractor from any,obligation to perform said work I strictly In accordance with the plans and specifications or any modifications thereof as herein provided, and,,work not so constructed shall be removed and made good by the Contractor at his own expense, and free of all expense to the City,;whenever so ordered by the.Engineer, without reference to any r- previous oversight in observation of worse. 'Any defective material,or workmanship may tie rejected by the Engineer at any time before the final acceptance of the wo ven'though the same may have been F i r previously overlooked and estimated for payment:; , The.Construction Representative shall have no.authority to permit any,deviation from the plans and x specifications except on.written order from the Erigirieer, and the Contractor will be;liable for any deviation except on such written order.. ' " All Condemned work shall be promptly taken out and replaced b satisfactory work, and all condemned P p t' P y ry �ety` i materials shall be promptly removed from the vicinity of the work. Should the Contractor fail or refuse to comply with instructions in this respect the.City may, upon certification by the Engineer, withhold j payment or proceed to terminate contracts as herein provided. f Reexamination of questioned work may be ordered by the Engineer, and if so ordered the work must be -~ uncovered by the Contractor. If such work be done in accordance with the Contract Documents, the City i shall pay the cost of reexamination and replacement. If such work be found not in accordance with the � Contract Documents, the Contractor shall pay such cost, unless he shall show that defect in the work ` was caused by another contractor of the City and in that event the City shall pay such cost. j The Contractor shall fumish samples of testing purposes of any matedai required by the Engineer,and shall furnish any information required concerning the nature or source of any material which he proposes —' to use. i GP-14 j,IlOES AND GRADES The Department of Public Works will set construction stakes establishing lines,scopes, and continuous profile grade in road work,and center-line anti bench mark.5 for culvert work, and appurtenances as may be deemed necessary, and will furnish the Contractor, with all necessary infonmation relating to lines, slopes, and grades,to lay out the work correctly. The Contractor shall maintain these lines, grades,and bench marks and use them to lay out the wcrk he is to perform under this contract. '? The Contractor shall notify the Department of Public Works not less than 48 !tours before stakes are _} required. No claims shall be made because of delays ff the contractors fail to give such notice. The Contractor shatl carefully preserve stakes and bench marks. If such stakes and bench mark become damaged,lost,displaced,or removed by the Contractor,they shall be reset at his expense and deducted —°' from the payment for the work. -� Any work done without being properly located and established by base lines, offset stales,bench marks, or.other basic reference points checked by the Construction Representative may be ordered removed i and replaced at the Contractor's expense. GP-15 CONTRACTOR'S_RESPON$191LETY FOR MATER The Contractor shall be responsible for the condition of all materials furnished by hint, and he shall ! replace at his own cost and expense any arml all such material found to be defectnre.In design or I manufacture, or which has been damaged after delivery. This includes the furnishing of all materials and labor required for replacement of any installed materials which is found to be defective at any time prior r to the expiration of'one year from the date of final payment. I E The manufacturer of pipe for use on this pro ject shall certify In writing to the City that ail materials furnished for use in this project do conform to these .spe.cifications. Whenever standard tests are conducted, he shall forward a copy of the test results to this City: f I. GP 16 WATER All water required for and in connection with the work to be performed shall be provided by the Contractor ' l r at his sole cost and expense. w j GP-17 ROWER fAll power for lighting, operation of the dontractoes plant or equipment or for any.other use by,the f Contractor, shall be provided by the Contractor at has sale cost and expense"., f d *xd.+ 7rhwi.n.serF '1;br.r+ank+ •...... - ... .. .. . 3€� z- GP-18 SUEERINTENDENCE ANO MRKMOME The Contractor shall keep on his work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall r ream. t they Contractor in his absence n a d ail directions given to him shall be as binding as If givers to the Contractor. The Contractor shall provide proper tools and equipment and the services of all workmen mechanics tradesmen,and other ' employees necessary in the construction and execution of the work contemplated ` and outlined herein. The employees of the Contractor shall be competent and willing to perform satisfactorily the work required of them. Any employee who is disorderly, intemperate or, incompetent j or who neglects or refuses to perform his work In a satisfactorily manner,shall be promptly discharged. ` f It Is called particularly to the Contractor's attention that only first class workmanship will be acceptable. -- GP-19 MAINTENANC -OF TRAFFIC f . � i i Whenever any street is closed,the Police Department, Fire Department, and Ambulance Services shall be noted prior to the closing. When a portion of the project is closed to through traffic, the Contractor -- shall provide proper barricades and shall mark a detour route around the section of the project if applicable. The route of all detours shall be approved by the Director of Public Works. All detour signing �' I 'j shall conform to the"Manual on Uniform Traffic Control Devices". Throughout the project,wherever homes are served directly from a street or portion of a street which is to be reconstructed under this project,the Contractor shall make every effort to provide access to each home every night. This work shall be subsidiary to the construction and no direct payment will be made for'it. ;i GP-20 BARRICADES AND LIGHTS `. f _ All streets, roads, hfghvrays, and ether public thoroughfares which are closed to"traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Eanicades shall be located at the nearest intersecting public highway or street on each side of the blocked section. All open trenches and other excavations shall be providod with suitable barriers,signs, and lights to the extent that adequate protection is provided to the public. Obstructions, such as material piles and -- equipment, shall be provided with similar warning sins and lights. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights useud l for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public i streets and highways shall be so placed, and the work at all times shall be so conducted, as to cause the minimum obstruction and Inconvenience to the traveling public. All barricades,signs, lights and other protective devices shall be installed and maintained in conformity I with applicable statutory requirements, and in conformance with the Manual of Uniform Traffic Control :• j D6v1ces. All necessary barricades, signs, lights"and other protective devices will be furnished, Installed:t and,maintained by the Contractor.. This work shall be subsidiary to the construction and no direct payment will ba made for ft. { GP-21 l j TING UNQ INSTA6.LATf1d.S $ TlfF3C� v` Pipe lines and other existing underground installations and structures in the vicinity of'the work to bs done hereunder are Indicated on the plans according to,the beat information available to the'City.-.The City does not guarantee the accuracy of such Information, The Contractor shalt make evaiy effort to locate all underground pipe lines,conduits and.structures by contacting owners of underg"round utlii►les. tj 4 r' Ci e} i,. y ;a and by prospecting in advance of the excavation. Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not shown by the plans, or found in locations different than those indicated, shall not constitute a claim for extra work, additional payment or damages. No payment wfll be made to the Contractor for locating and protecting utilities and cooperating with their owners,and any damages caused to the utilities by the Contractor's negligence shall be repaired entirely at the Contractor's expense. Utilities, other than sanitary sewers and water mains, which, in the opinion of the Engineer, must be moved will be moved by the utility company at no cost to the Contractor. Sanitary sewers which must '-i be moved shall be re-laid by the Contractor and paid for at the prices bid. Only sewers which must be moved because of direct conflict with the storm sewer conduit will be paid for in this manner. Sewers damaged by excavation but not in direct conflict with the storm sewer will be repaired at the Contractor's f expense. GP-22 pBOTECTIO F W The Contractor shall be accountable for any damages resulting from his operations. He shall be fully responsible for the protection of all persons including members of the public, employees of the City and i employees of other contractors or subcontractors and afi public and private property including structures, sewers and utilities above and below ground, along,beneath, above, across or near the site or sites of } the work,or other persons or property which are In any manner affected by the prosecution of the work. ,--. The Contractor shall fumish and maintain all necessary safety equipment such as barriers,signs,warning lights and guards as required to provide adequate protection or persons and property. The Contractor shall glue reasonable notice to the owner or owners of public or private property and r utilities when such property is liable to injury or darnage through the performance of the work, and shall .. make all necessary arrangements with such owner or owners relative to the removal and replacement or protection of such property or utilities. N` In an emergency affecting the safety of life or of the work or of adjoining property, the Contractor,without 1 special instruction or authorization,is hereby permitted to act at his discretion to prevent such threatened loss or injury, and he shall so act. Any compensation, claimed by the Contractor on account of emergency work,shall be determined by,agreement or arbitration. r ,. The Contractor agrees to hold the City harmless from any and all loss or damages arising out of jurrsdictionaf tabor disputes or other labor troubles of any kind that may occur-during the construction or performance of this contract. 4 �-, GP-21 GUAHARIEE©F'f±iRI�TF�il.4l,S A �A/OWI P� i J The Contractor hereby guarantees the work in connection with this contract against faulty materials or I j poor workmanship during the period of one(1) year after the date of completion of the contract. I GP-24 NO—WAIVE 4F @hNT—S. Neither•observation of work by the City or any of their officials, employees, or agents, nor any order.by ,. the City for payment of money; or any payment for, or acceptance of,the r+vl�ole or any part of the work by the City, nor any extension of time, rear any possession taken by,the Cify,or.its employees, shall operate as a waiver of any provision of this contract, or of any power herein reserved to the City, or any ' C i right to damages hers�in provided, nor shall any waiver of any breach in this,contract be held lo'be a *^1�11irI77�eR11�cR�®c. ■cu%�rrairrdYiynrisr--- ___ ��. ._.__.__ _ � - i {i waiver of any other or subsequent breach. i i i GP-25 USiti�F GaMPt.ETFp PQRTI�� If desired by the City, portions of the work may be placed in service when completed or partially completed and the Contractor shall give proper access to the work for this purpose;but such use and -- operation shall not constitute an acceptance of the work, and the Contractor shall be liable for defects due to faulty construction until the entire work under this Contract is finally accepted and for the guarantee period thereafter. f GP-26 fl 1�9 IT19N AL 0MITTED 13 QHAAiQ WQ.K The Owner,without Invalidating the Contract, may order additional work to be done in connection with the Contract or may alter or deduct from the work,the Contract sum to be adjusted accordingly. All such work shall be executed to the same standards of workmanship and performance as though therein Included. ' The Engineer shall have authority to make minor changes In the work, not involving cost, and not - inconsistent with the purposes of the work. — j Except for adjustments of estimated quantities for unit price work or materials to conform to actual pay '..i quantities therefor as may be provided for in the Special Conditions,all changes and alterations in the _ �. temp or scope of the Contract shall be made under the authority of duly executed,change orders issued and signed by the Owner and accepted and signed by the Contractor. All work increasing the cost shall be done as authorized by the Owner and ordered in writing by the Engineer,whicro order steall state the J to agon,character,amount,and method of compensation. No additional or changed work shall be made. unless in pursuance of such written order by the Engineer, and no claim for an addition to the Contract sum shall be valid unless so ordered. If the modification or alteration increases the amount of work to be dune,and the added work or any part ` thereof is of a type and character which c., be properly and fairly clan.ifieci under one or more unit price ; items of the Proposal, then such added work or part thereof shall be paid for accordirQ to the amount + actually dons and at the applicable unit price or prices therefor. Otherwise, such work shall be paid for as"Extra Work" as hereinafter provided in this Article GP-26. If the modification or alteration decreases the amount of work to be done, such decrease ,hall not constitute the basis for a claim for damages or anticipated profits on work affected by such decrease. Where the value of omitted work Is not covered by app''+icable unit prices,the Engineer shall determine on an equitable basis the amount of: , rf 1. Credit due the Owner for Contract work not done as a result of an authorised change. 2. Allowance to the Contractor for any..petual loss incurred in connection with the purchase,del'i✓ery and subsequent disposal of materials or equipment required,for use on the work planned an'.d which cciuld not be used in any part of the work as actually built.,, 3. Any other adjustment of the Contract amount where the method to be used in making such ' adjustments is not clearly defined In the contract documents. — Staternente for extra work shall be rendered by the Contractor not later than fifteen (15} days after the a completion of Qach assignment of extra work and If found correct will be approved by the Engineer and submitted for payment with the"next regular monthly estimate: The Owner reserves the right to contract with any parson or firm other than the Contractor.for any,or all n Rtl, t. •.�w>f..rr�r,.� ...R...-....s.rv,..—o..arai.�ilam W Y extra wor4c. The Contractor's attention is especially called to the fact that he shall be entitled.to no claim for damages or anticipated profits on any portion of the work that may be omitted. F Wrack• a The term "Extra Work"shall be understoad to mean and include all wort,that may be required to �++ accomplish any change or alteration in or addition to the work shown by the Plans or reasonably implied f al hems aid which Is not otherwise provided by the Specifications aiud not covered by the Contract proposal under this Article GP-26. (b) The Contractor shall perform all extra woiR under the direction of the Engineer wham,authorized by the Owner. The compensation to be paid the Contractor for performing extra work shall be deter atined by one or more of the following methods: 1 Method A: By agreed unit price 2. Method B: By agreed lump sum 3, Method C: If neither Method A or B can be agreed upon before the work is started by force ' account. (Per Section 109, Measurement, and Payment, Missouri State Highway and Transportation Commission. Missouri Standard Specification for Highway Constriction 1996. ,F GP-27 � � --- time suspend the work, or any pert thereof by giving tent m (1.0)days notice to the The Over may at any P Cor�tractar in writing. The work shall be resumed by the Contractor within ten(10) days after the date fixed in the written notice from the Owner to the Contractor to do so. ' But N the work,or any part thereof,shall be.topped by the notice in writing aforesaid,and if the Owner does not give notice in writing to the Contractor to resume within a reasonable period of time,them the Contractor may abandon that portion of the work so suspended and he will be entitled to the estimates and payments for all work done on the portions abandoned, if any. {{ i J G!P-28 i!to perform,an , revision of.this If the Contractor should neglect to prosecute the work property or fa p y P. !r C the Owner,after ten(10)days written notice to the Contractor, may,without prejudke to any --� other remedy he may have, make good such deficiencies and may deduct the cost ihere�f from the f payment then or thereafter due the Contractor. GP-29 � 0 R'S RIGl�T T TOQUINATS t If the Contractor should be adjudged a bankrupt, or If he should make a general assignment for the It beriefd of his creditors,or ii a receiver should be appointed on account of his insolvency,or if he,should sis•ten#y or repeatedly refuse or should fail, except in cases for which extsnsiott of tbri�e is provided, " skilled, or proper materials, or 9 he should fail to moire prompt to'supply i�nough properly t , payment to subcontractors or far material or labor, or persistently disregard laws, ordinances or the t instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract, then the Owner may,.withbut prejudice to any other right or remedy and after giving.thQ Contractor seven (7) days written notice, terminate the smpioymor9't,of the, Contractor and twice possession of the premises and of all materials, tools, and appliances the and finish the world by„ rt k p. whatever method he may deem expedient. n In such case,'no further payment will be made the Contractor until the w rk:is finished. If the Unpaid s t r S' ..."`'.f'M+Yk w.L,$¢ G{f'7n_;4"aU3�*n24.`9:taks a.rY i A.r .:..!•, ...r .. 1 £;;: •"^9'- !: ts. ! s ! a5 c `Y .1 r1 .,y,a e A. Stir r r i ' �SYrs'�nmira•>rr�r y .. �; •..�..���.�_ _' .,at if _ . _i,:.?;• i balance of the contract price shall exceed the expense of.finishing the work, including compensation for / additional managerial and administrative services,such expenses shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the C ontractor shall pay the difference to the Owner. GP-30 QQNITRACTOR'S R GHT TO;TOP WQMM MMFf�1 If the work should be stopped under an order of any court, or other public authority,for a period of three months,through no act or fault of the Contractor ter•of anyone employed by him, then the Contractor may, i upon seven (7) days written notice to the Owner and the Engineer, stop work or terminate his convact and recover from the Owner payment for all work executed and any loss sustained upon any plant of materials and reasonable profit and damages. GP-31 05MB FRM NATURAL CAUSES All loss or damage arising out of the nature of the work to be done, of from the action of the elements, or from floods or overflows, or from ground water, or from any unusual obstruction of difficulty, or any -_ other natural or existing circumstances either known or unforeseen,which may be encountered in the ". prosecution of the said work, shall be sustained and borne by the Contractor at his own cost and expense. GP-32 SUNDAY HOLIDAY AND NIGHT WORK — } No work shall be done between the hours of 6:00 p.m. and 7:00 a.m., nor on Sundays or legal holidays, ' f h 'City. However, work necessary in case of emergencies or for the without the written approval o the protection of equipment or finished work may be done without the City's approval. Night work may be established by the Contractor as a regular procedure with the written permission of the City; such permission however, may be revoked at any time by the City if the Contractor fails to -- maintain adequate equipment and supervision for the proper prosecution and control of the work at night. GP-33 UNFAVORABLE GOt�ST Ut✓TIONN re DITlQ'NS During unfavorable weather,wet ground, or other suitable construction conditions,the Contractor shall confine his operations to work which will not be aff ected adversely thereby. No portion of the work shall l be constructed under conditions which would affect adversely the quality or efficiency thereof, unless t special means or precautions are taken by the Contractor 'to perform the work in,a proper and _ f satisfactory manner. GP-3a - GP-35 �! TA ERIA�S ANA ( t i provided otherwise In each case, all materials and equipment furnished for permanent Unless specifically p {„.. ,shall be new;'unused,unused,'and undamaged when instaRPd or otherwise incorporation Installation in the work � •' - inthe work. No such material or equipment shall be used by the Contractor for any purpose other than that intended or specified;unless such use is specifically authorized by the Engineer in each case; DEEE IT w i incase any action at law or suit in equity is brought against the City or any officer or,agent of them for E or on account of the failure, omission, or,neglect of the Contractor to-do and perform any of the covenants,acts, matters;or things by this contract undertaken to be done car performed, or for the Injury or damage,caused by thenegligence or� l ed negligence of the Contractor or his subcontractors or his or their agents, or in connection with any claim or claims based on.the lawful demands of subcontractors, r.. ' ` 4i. � t 1� ' �mnearonr�a,eR-a��a��9 r �-•-- - ----_'--- .... .� �a. _>r ,' i workmen, material men, or suppilers of machinery and parts thereof, egu�pmant; power foals, and supplies incurred in the fulfillment of this contract, the Cantractor shall indemnify and save harmless the F City and their officers and agents, of and from all losses, damages, costs,.expenses, judgments, or i decrees whatever arising out of such action or suit that may be brought as aforesaid. .. GP-37 CHANQE ORDER } Any changes or additions to the scope of work shall be through a written order from the Engineer to the Contractor directing such changes in the work as made necessary or desirable by unforeseen conditions or events discovered or occurring during the progress of the work. GP-33 CONTRACT LIMA The time for the completion of the work is specified and it is an essential part of the contract. The Contractor will not be entitled to any extension of contract time because of unsuitable weather condition unless suspension of the work for such conditions was authorized In writing by the Engineer. If the time for the completion of the work is based upon working days, this time will be specified in the • . contract. Aworlcing day is defined as any day when,In the judgment of the Engineer, soil and weather 4 conditions are such as would permit any then major operation of the project for six (6) hours or over j unless other unavoidable conditions prevent the Contractor's operation. .If conditions are such as to stop work in less than six(6) hours,the day will not be counted as a working day. No working days will be counted from December 15 to March 15, both dates inclusive. Saturdays, Sundays, and City holidays will not be counted as working days any time during the year. GP-39 SONTRACT TIME EXTEN ION i The Engineer may make allowance for time lost due to causes which he deems justification for extension' ; of contract time. If the Contractor claims an extension of contract time on the'grounds that he is unable I to work due to causes beyond his control, he shall state his reasons in writing,•fumish proof to establish . his claim and state the approximaW number of days he estimates he will be delayed. Notiae of,intention f to claim an extension of contract time on the above grounds shall ba filed with,the Engineer,at the time (. the cause or causes occur and the claim shall be filed in.writing within 3A days after the claimed,cause ! for the delay has ceased to exist. ' GP-40 L i lliDATED DAAII G Time is an essential element of the contract and it is therefore important that the work be pressed, 7 vigorously to completion, Should the Contractor or in case of.default the surety fail to cornplate the work. °.. wi hln the time specified In the contract,for within such,extra;time as may.be allowed in the manner set 4y put In'the preceding sections, a deduction of an amount as set out in the contract will be made for each day and every.calendar day that'such contract remains unccmpletod after:the time,allowed for the �t t completion. 7'ho said amount set out in the proposal:is t�ereoy agreed upon; not as,s penalty;b as ; liquidated'damages for loss to the City and the public, after the expiration of,the tr q stipulated.'n the contract,and will be doducted irarri jury.money dhe the.Contractor under,the contract,.a:nd the Contractor } ' and his surety shalt be liable for any`and'al!liquidaied'darnages..ParrriOng the Contractor,to caritinue uric!finish the wok or any part of it after the expiration of t!ie;Specified time,or after any,extension of the ' time;shall in noway operate as a waiver on the part of the City,or.any, of its rights under the contract. � x a rit. Jil r r cr GP-41 MEASUREM j AND PaV, ,Y ` (a) BASIS OR PAYMENT . Contractor will be paid for quantities actually constructed or performed as determined by field t measurement(except as may be hemin,after provided) at the unit price bid for the items listed. in the schedule of the Bid or for such extra work as may be,authorized and approved by the � Engineer. The cost of incidental wort<not listed lip the schedule of the Bid but necessary for the completion of the project shalt be included in bid items. - j (b) DE®UCTIONS FOR UNrnAAFGTED 9lfiff�YR� If the Engineer deems It expedient not to correct work that has been damaged or that was not ! done in accordance with the Contract, an equitable deduction from the Contract price shall be i made therefore. "Y { (c) LUMP SUM ITEMS Payment for each lump sum Item shall be at the lump sum bid for the item,complete In place, " and shall include the costs of all labor, materials,-tools, and equipment to construct the item as t ► described herein and to the limits shown on the plans. x (d) PARTIAL P&Y-M NT Partial payment will be made on a monthly basis. The payment shall be based on the work that. has been found generally acceptable under the contract by the City Engineer or inspector. A _ retainer equal to 10%of the amount of work completed to date shall be withheld." s r t (e) AC.QEPTANCE AND FINAL PAYMEN ., I Upon receipt of written notice that the work is ready.for final inspection and acceptance, the Engineer will promptly make such inspection, and when he finds the work acceptable under the T i Contact and the Contract fully performed he will promptly.issue a final,certificate,over-his own r_ signature,stating that the work required by.this contract has been completed and is.acceptsble by him under the terms and conditions thereof, and the entire balance found to be due the Contractor, including the retained percentage,'shalt be paid to the.Contractor by the.City of Jefferson within thirty(30) days after the date of said final certificate.' AFFIDAVIT OF CAMRIa10E jt,T% M on ies due to the Contractor will not be delivered to the Contractor without Presentation 4o the Department of Public Works a Affidavit of Compliance with larevailing Wage Lary on prescribed All If orrn'attached to the back of these'contract documents.' $ � GP-4 ..RELEASE OF LIAIEIM � The acceptance by.the Cbntractor.of�the last payment shalt operate as,endlsliall be a release 4o the ; eJwner,arzd every,officer and a nt.J erepfi,from All claims and liability to th®Cpr+tractor fo'r anything k done`or,furn1sh6d�f6r;:or relating too the work, or.for a; ny actor neglect off the Uwner or orpny person relating to or affecting the work: r ! is t t! ("�•' ""•'°"'"^^'^""�'_^^^^^_'• t" p r r L N{,�Sh.t$ } tyJ�ryF�ff yy , t r '.tt r ✓. t t3f s( sr 7s „_at . _ !.—'_ _— W f 4 t �.�1'.��_.._1___•._�?—;1 _ ..;uC. ..�'Yb,i t " I .,l GP-43 azi�t ATIGNS i e or handrail and all suppliers of asphaltic ter.. of materials such as drainage pip GP-43,1 All suppliers cement concrete mixture shall certify in writing that the product as concrete or Portland supplied conforms fully with these Specifications. S} vurscbefare the product is to In triplicate to the Department of Public Works at leas be used on the project. GP-43.2 The City, at its option, may perform or have performed such tests as maybe deemed nary to further assure that only specified materials are incorporated into the work. GP-44 i �i In malting purchases or in letting contracts for the performance of any job or service, the purchasing agent shall give preference to all firms, corporations or individuals which maintain offices or places of f business within the corporate limits of the City of Jefferson, when the quality of the commodity or performance promised is(equal or better and the price quoted is the same or less. �ece�r�e se►s3 �0 S IIICANft1FA_G_TII� cop GP-45 aces in excess of$5,000,the.City shall select products manufactured, assembled or produced On Pub quality, price are equal. Every contract for pui�lic works construction i In the Unted States,if quantity,q �Y, , -^ or maintenance in excess of$5,000 shall contain a provision requesting the contractor to use American � products in the performance of the contract. GP-46 F t3 { rp Eligibility Forms All bidders are required to submit with bid Minority' l3ucsi�se en the project. Compliance w't�rthis I subcontractors and suppliers who the contractor Intends rogram shat! n a consideration for award of this 3 :, -•, requirement and the Minority Business Enterprise contract. -- t and best responsible bidder on the base bid proposal, The contract will be awarded to the lowes ! col with the conditions of the Advertisement for bids and Specifications, providing the bid is p Missouri to accept same. The bidder to wham : reasonable and it�in the interest of the City of Jefferson, an award i*,made will be notfied at the earliest possbia inhbidstrece received whenever such rejection I r r the right to reia t any and all bids and to wave all informalities or waiver is in their interest. I .a P-�l� l.,lG J RlC fC I�TI -A�TAW 4 GP-47 AL �. �- , . oar to final payment each contractor and subcontractor hereunder shall Upon completion of project anti p file with the City of.Jefferson,Missouri, Public Works Department, an affidavit stating that the contractor i:t. or subcontractor has fully complied v�ith the provisions and requirements of auction 290. 90, RSfulo 1993 Scpp,), an act relating to Public Works contracts. The City of Jefferson hail not issue a final 4 payment until such affidavit is filed. JGP-4t3 �fSSdURr i eRORER REW I.I' f'�r =. N. When there is a perlod,of excessive unemployment in Missouri, which Is defined as any month . immediately following two consecutive calendar months during which the Ievel of unempfoyrnent in the ,{ s in.its monthly , 1 State has exceeded five percent(Solo) as measured by the U.S. Bureau of tabor`Statistic: publication of employment and unemployment figures, only Missouri laborers or laborers from non- , J restrictive states may be hired by the contractor or subcontractors to wnrk.on this Public Works'contract. ��I '. n+'J�ff,zbl� ..i 77,7 - -- 4.... i1 1 k f f t An exception shall exist when Missouri laborers or.laborers from non-restrfctive states are not available or are incapable or performing the particular 4ype of work Involved, if so certified by the contractor or subcontractor hereunder and approved by the Public.Works Director of the City of Jefferson,Misr ours. - Nor does this provision apply to regularly employed non-resident executive, supervisory or technical personnel or projects where federal aid funds are being utilized In the act and this provision would conflict with any federal statute, rule or regulation. Laborers from non-restrictive states means persons who are residents of a state whk.,h has not enacted state laws restricting Missouri laborers from working on public works projects in that state, as determined by the Missouri Labor and Industrial Relations Commission. A Missouri laborer means any person who has resided in Missouri for at least thirty(30) days and Intends to become or remain a Missouri resident. ` GP-49 LI ILITY FOR COMPLIANf::B I�IH PUBLIC�A RKa CONT C;1''�"�, Nf314AlSS � Al3aRly ©Ui EMEN Z In the event a contractor or subcontractor hereunder files with the City of Jefferson an affidavit stating that the contractor or subcontractor has fully complied with the provisions and requirements of Section 290.290, RSMo (1993 Supp.), when in fact the contractor or subcontractor has not complied, to the 4. ff extent that any liability is assessed against the City of Jefferson, Missouri,or any additional expenses 1 are incurred by the City of Jefferson, Missouri, any contractor making the false statement, or whose subcontractor makes a false statement, shall hold harmless and indemnify the City for any liability I assessed against it or any additional expenses incurred. Any contractor who fails to comply with the requirements of hiring only Missouri laborers or laborers from rgon-restrictive states, absent statutory exceptions, whenever there is a period of excessive i t unemployment in Missouri,agrees to hold harmless and indemnify the.City,of Jefferson, Missouri,for.any liability that may be assessed against it or any additional expenses incurred by the City of Jefferson, ' Missouri, because of the contractor or subcontractoes failure to comply. • � _ t ,f END OF GENERAL PROVISIONS } A r jik ,y '{ .kiA isJ a..� v5 t)lY;.i ,� ♦V .h,.xt,y-, JJt ir �f t r k is j i•. r t, z q. t '.. �Ct IF` ,k� �1} Yr irL 1 i s tk" F - � < -r. t'• 1 .t tt.'. .r.• r. c 1F,. :. x:} arsr�:..tb'�+a}�{� --.+..—o..�.....��.�...-.....-.p.w.��or,,w--c+-cr-...n .+we�nw� owu�aw �IGi�O�il►V1PiJ! i is 1 9 /(.gyp FJ p!I DEPARTIOMT F PUBLID '+lO II<S FORWARD: The provisions of-this section take precedence over any other provisions in these i specifications. ,. E TECHNICAL 2MUCAR TAILS --, The Technical Specifications for this project shall consist of the technical specifications, references, codes, standards and details as represented In the"PROJECT MANUAL AND SPECIFICATIONS" and "PLANS" dated December 10, 1997 (Project Number 9715) as prepared by "THE ARCHITECTS ALLIANCE, INC.", the architect/engineer consultant for this project,except as modified or contradicted by the City's Contract,the General Provisions, or other Special Provisions. All construction details included with the plans and attached hereto shall be used in constructing this project. , 2 PARTIAL ACCEPTANGE .net{ The City reserves the right to accept any part or all of the bid for the project. 7 PRE-CONSTRUCTIdN CONFERENCE F Prior to starting work; apre-construction conference will be held to discuss the project, with the work of others. It is e�x. e.ted that this its scheduling and its !' conference will be attended by representatves of the Owner, The Engineer, the Contractor and his Subcontractors, and the Utilities, as well as representatives of any other affected agencies which the Owner may wish to Invite. f ` The work schedule specified in Section.113-23 of the Information for kidders will be submitted at the conference. 4 PRF.VAILING�.0�aEt S Bidders are hereby advised that compliance with the Prevailing Wage Law, Sections 290.210 through 290.340 inclusive of the Revised Statutes of M;ssolud, is a requirement I of this contract. (Reference Section 113-20). tvt Section,290.265 requires that a clearly legible statement,of all prevailing hourly,wage F t rates shall be kept posted in a prominentand.easily accessible place at.the site, y.each contractor and subcontractor engaged in public works projects, and that such notice r shall remain posted during the full time. rot f rr`E�ip YliYI 'XyYtr4IS[;:s,;L.t}``t#CEv...4r16s+'�.`f� bgSirQ��� t,a F 44 t ha1R i�'i t xtt :e 1 WU All certificates of insurance provided for this project shall be issued directly from the company affording coverage. Certification from a local agent Is not acceptable without r the necessary paperwork empowering and authorizing the agent to sign the surety's M. name. In addition, when an aggregate amount is included, a statement of the amount of that aggregate available to date shall also be attached. � 11TId.ITlE� The Contractor shall expose aq agility crossings to establish for,ation and depths prior to construction. �� Rf�C1C RERA�y�,� No explosives shall be used on this project. Rack shall be removed by mechanical f chipping,jack-hammering or other mathods approved by the Engineer. QF llTiLtTlf SERVICES i The rwcessary adjustment of utility services such as water, gas, telephone, and electric, . including meters,vahres and other appurtenances shall be subsidiary to the work. } ITEMS TO BE L FT Ifd fit.ACE � x Items marked"LIP"on the plans shill be"left in place". Any damage to these items, or t E other items that were not to be disturbed by const��uction shall be repaired by the Contractor at his own expense. SP-10 STAKING A OF The Contractor shall be responsible for the staking and the layout (if all work to be i ' included in the project. Staking and layout shall be'subsidiary to the work to be L performed. n l; END OFSEEQBAL OV��IOi�� ! r it r � Y { S 1 c } _ t I LLLLL Ul F I 5 c�� L? :.,.'. i. PROJECT MANUAL 1 and 1 SPECIFICATIONS f �... t TRANSIT/MAINTENANCE GARAGE EXPANSION CITY OF JEFFERSON 820 E. Miller Street City, Missouri Ci Jefferson ( ..� i�4 City.of Jefferson Project Number: 630 Architects Alliance Project Number: 9715 lfl Q c mb.r '19 7 , r prepared Icy: :�. THE ARCHITECTS ALLIANCE, INC. 1431 Southwest Boulevard Jefferson City, Missouri $5109 Telephone (573) .636-5000 Fax (573)8366133 ` Consultants:,Mechanical/Electrical Engineer: QIJESTEC CORPORATION ;f} _ 1 390QOrre Ind , L Drive ,Y Galur�bie, Missouri 6520 Telephone (573) 875-0260 }J 5-0299 r : Fax (573) 87 4, #f� � *•110. . . .. t 4 r +4� d►�Referenced 1n SP al F�ro�isa�n��P-1 �E�HIVt �IL�PIrtCIFIrA1"IQPtS f� '�AILS , ? i 1 .l Ci°.$7f J1.4, ?' #,DF 1..Y .at"�'^�^•• ^ f -y r, � S d n �3�ikr�P•.yk�tr ��,t a�a i{k-'`?W ��a�s M ` i a Ei�}�a'ra'�'s..,{,.... i, t''.....' ,�,�t r' S. '. ... .. '. ., ' , ,'.. - ..,,: � .< '• ` , 't t t l r. � '..d.di t f ....-.,.7,,,.-------------.-.-,...y..-"'wy.r.vs...r�..a*-++•.. w ...wwf.vw�wror�w.n+.�ntwrmgMSyl'R+�w�.tulr2illrrnllo'Y . J i i . .i PROJECT,MANUAL ; and SPECIFICATIONS for TRANSIT/MAINTENANCE GARAGE EXPANSION 820 E. Miller Street i Jefferson City, Missouri December 10, 1997 TABLE Of= Dj d on 1 -General Reauiregagnt, 't 01010 Summary of Work 2 Pages •� 01026 Unit Prices 1 Page f 01030 Alternates 1 Rage -- 01045 Cutting and Patching 3 Pages 01500 Construction Facilities and Temporary Controls 5 Pages i ! Division 2-ShMgrit j : . . 02070 Selective Demolition pages 02230 Site Clearing 2 Pages 02300 Earthwork 7.Pages r 02700 Sewerage and Drainage . 3 Fages .,:.. " r 02831 . Chain Link Fences and Gates d Pages kY Division 3-Concrete .i . 03300 Cast-in-Place Conctete 13 Pages Division 4-Ma5onry-Not Applicable t Division 5-Metals 05500 Metal Fabrications 4 Pages ! Division 6-Wood a Plastics-,IVot Ap' ictable ;r Division`7-TheOnal and Moisture Pmtecfiop ' 07210 Building insulation 2 Ragas' ot, 4 Pages: 07900 Joint Sealants { Dbjsion 8-Doors and Ondoirvss 08110 Steel Doors and Frames' rames 3 Pages, 08361 $ectianal Overhead Doors ' G Pages 4 Project P+lo.9715 art k 4 'Table of Contents .Tc�chnial Specification.a Page V of 2 'E ' v q.�T r s t '.: rt ..:. r .� `' •M!AyC n"ix .'p H '� M ly��}'y4 (' ..d' � ..� 'xt t, :. f� !t_. } .._ _ d14'�t.r f h}��r:''1. "9S.S S.. l t t• t ; s> '} yy isw � d nx, }i •�.�Sr t fa rn`}�iP ti'fs r GpY's+' r r II x t{xS6`•'dEr .4'.`sStr 'rva'>$si .�^,. 'i5.s nx .Wa - 4 llra ii'. `16 J + S ��....T�..... ...�.•...T......R,-sll.—. rr...--r.. r.'>�e�t•�w4>t+iwy�erutY.! at• Rai M .. i, d i • .. . �' . .S `f I :� �. A"J, .., . piton$•Finishes {, ,"1-1_,�:1��",-,%;E.:,,",,;�.,�,,-,�:"�I,..I i�!II�-.i,�I",I I—.,,I I,I I,I�I,�:,I I�,F I,I�,I�I.1,I,�.���,��I I I 4:11�1,.-� �:� I . 5. 5 Pa es . t_ 09900 ,Painting 9 1 i_, „- . pi sign I 0-Specialties-Not Applicable . ,,.• — Division 11 - Enuip_ment-Not Applicable k Division 12- Furnishings-Not Applicable . piyislon 13-Soecial_Constructln, 'M' f 18 Pages _ 13125 Metal Building Systems i . i . . .. ,1.. pivision 14-Conveying Systems-Not Applicable . ' Division 15- hani a , 15100 Mechanical Specification 2 Pages. W `'r . : pjvision 16- Electrical , 2 Pages , I— 16000 Electrical Specification ,:,1. i t A201 Demo Plan and Floor PEan 1 'Pl> :' -. . A202. Foundation Plan and Sections , s I : A301 Building Elevations and Sections ? ','. , , I. , Mechanical and Electricii.Plans i .;,I.ME1 .� I 1. , ,. , �3 r'f l« ?,11 , 1 3 ,77 ' �: } of tT'. s �§ ", ` t 11 't r 13' �' � y U z f 11 3 .i z r ,. is r }L } } f: ``�i -'r 1t r, t. 1 > r I , :�,t x .1 .,r fP,h. F �t ,� g p 7 I. At ' f t i.11 .1 i 11 y v, .i t -4 , ..,1.a , ' t 1 ,. , } .. .. ill. 1 .it l , 4"f 2 �L {% ti t jF`11 G3' Project No.,9715 Jabie of Contents Technical Speciflcaflons 11. Page Z.of 2 ` - I . I , i . I 11 L LL . I" a�1. i ( t ) r,. I i J.I'll 4' v T : l ' . ,9 d E L A y �4 S 11 tY�a+ ay I'm: d ,.': 4 IR r a a s i i> C' �,'rte t{ t r ,: , "t x s + , LLL u her T}� .3 i ... i' ' ' Y ) l t w ,.aY < J��lt�ra� -----"'"-_- - �i- ;>s'.�*'� ..-rt..4�},�f-�?`•=r1 ra► . sgCTION 0 010-SUMMA Y OF WOR.. 4 PART 1_-GENERAL ! i 1 1 RELATED faOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. ; 1.2 WORK COVERED BY CONTRACT f�ACUME TS consists of a 1290 . ft. addition to the Jefferson City Transit -� A. The Project generally co sq Maintenance Garage and Miscellaneous Painting, Repairs and Pavement Replacement. # 1. Project Location: 820 E. Miller St.Jefferson City, Mo.65101. 2. Owner. City of Jefferson,Jefferson City, MO. s.Y B. Contract Documents, dated December 10, 1997 were prepared for the Project by The Architects Alliance, 1431 Southwest 13ouievard,Jefferson City, MO.65109. C. The Work consists of a 20 ft. x 60 ft. pre-engineered metal building addition,..including mechanical and electrical work, relocation of oil storage tank and replacement of below slab oil separator. Miscellaneous repairs Include replacing one exterior hollow, metal door, painting of all on-site sectional overhead doors and frames, exterior personnel doors and frames;bollards, a fuel island canopy columns;and modifications to existing chain link fencing. � 1. Alternate No. 1 includes removal and replacement of broken and settled concrete pavement where directed. ! " D. The Work will be constructed under a single prime contract. !. 1.3 CONTRACTOR USE OF PREMISES ' xr j — I 1 I A. Use of the Site: .Limit use of the premises to work in areas indicated. Confine operations to I areas within contract limits indicated. Do not disturb portions of the site beyond the areas In '. which the Work Is Indicated. 1. Owner Occupancy: Allow for Owner occupancy. r,. 2. Driveways.and Entrances: Keep driveways and entrances serving the premises clear and available to the Owner, the Owner's employees, and emergency vehicles at all ti . Do not use these areas for parking ar'storage of materials. Schedule deliveri e mes s 1, +' to minimize space and time requirements for storage of mateaais and equipment on-site, {. {" C. Use of the Existing. Building: Maintain the existing building in a weathertight "condition ,I throw hout•the construction" riod." Repair damage causer b�� construction oPer�tions. Take s S4, all precautions necessary to, rotect the 'building and its occupants during"fhe 'construction i pericid I '< as4 OCCUPANCYR TS s rl A. Full Owner Occupancy: The Owner will occupy the site and existing building during the entire T ns to minimize ' r construction period. •Cooperate with the owner d��rin9 conslnicdlan ope atio. confildts and facilitate owner usage: P'erf'orm the Work so as not to interfere with.the Owner's z operations. SUMMARY OF WORK 9715 aA1©10 1 7-7 pax alt i ;h C ` t t J ,2. ',, .. ,.,,.. . . ,f: r . . I ti: . . .. A>, h.l..ac..., t..,...,.,:. ...... . ... . r ... > i .. [{ f r "�, f- PART 2-»PRODUCTS (Not Aaali able ."%: f '' ' .a _11 i, t ' . r PMT 3-EXECIJ.330H (Not Auali-0-10 i5 , ! A .. }- f, cr END OF SEGTIOIV 01010 _. ` ;4 . : i r. 1 . I f r . I 11 :v 1 < .. .. •. _ :�I r - I-i . .. .. 5•, .. .. , &; .. �l 1 1. t r 4, .. 7 + '1 i` ,; a . /11 111."I f4 t i} .. \� tt 7 ��` 1 E a'.i:11 Z-` . 11 t' f: t , t k ; i . � ' �t .. '/} 1 11.� 3 ;s '. . r ✓ t i}bl -+_ + t j t. Yt..i;Y te- IY .. 1. ;T t 1 i I., t }+ �, {y , I I e }�. 75 t'iF .. { t , Vt: � 11 1.'� �i!,' t '•t ; F >'t't d + .t'. r a t I } i I 11 t 'tdI%{ { rtt S a kit, ° s t, { , ° �r �� A , s .1'c: 11 � Y b t t .1 t r :1 _t1 ,l § .y .y r .i4. .'9. t ,{ , f i ,y,r I L" 1 tt S� .X i t 11..01s a ) i f s t S� , r j .a;.11 f t )" i. I+ S SFtf :t, 3 L t t . I� ) z 1 t t t t' �f ct ii k i } , t ...7 { i!R j`&xr i 7 I € i:; r..11 11 { 5 K 4 t i��Y 3{S +'{ d ,2, , i v!? ) 1 i) i : 3 ! t' .'+ f i L t { 'In as ;} '� ,}, v t 4 7 5{ ''r. 7 ,.t ; :» » e ., < I i 1 t! d 717t .': 4 t h"'S .1, IV`.{ ° c. t t t t , .ts l r '.f -5 yet 1 ti �' 3', } E - "t _4 i pit ti F, , , 7 i } i.{ �. 5 t ins'11 . �; - �tll "g r " '.,t s Al' 'S .t v i 7 -.@ t f, 5 - t It ,) ' 2 t t+ :, ' t -€ 5 7 '! 11 -�tct^;I €�- vs ' r r..`" + 'L 1, i L t x r let :t �€ t"I t �t ! ys a' Kir t s t kK SUMfVIARY OF WORK !9715 U1010=2, i'11} i f I.`ii�hf I N7.r:. F d} x.K j :.. .,} t it. 'x W 9`+.k _ ,....--�'-" K.' 1 .,.,y { ,,, ,,.h E�' (ll�'�jt{,� y,.yl�igL�7�Y Y a"I' # : t .f. , :y) ;I}+ I , t { ). t M ...'. �+;. e 3 r J { f... < 4 I Le 3 �Y✓.!ll�t�S+ sxaMr,-F.,.., "^"+ q�""�. -rrn,..,......:,.,�.....—„�. .:.t-„+, !»+ r.., .s . > �r / w.:t.t.e. '.''.:, !—«.-.»....... ';+.+•-i•.,11. ," . . L1111 I I'll 'I..'i°"�i l'C44k ;,` a , J 'F3 € tf" i� 7 5. •IJ , It:,y i "I.. r:. Zi tr bi i^^.,..r y r F 4 r ` t 54: ..{ ,..I"t IF° YI - tt fit. s , 55 ':?�t f s r i f€ t t t"j l r , its i ,% y1 Y IRt, sirrl }. z < t i .� .'t. t ,, < t, 'x j,!'�.t ..}} If 'x ' t.'. .'v s : F€ ' y } :.rt �'t�, , } y , ° } tt p 1 '11 x3.fi e ,� t 1 r t - 't 'c {t .:'d } y • ;3. I ' t i A �1j }" f .r 3 ' f t '}yd ' .: .:. cx>•�'i tV y: �5{ .§ f .7t#:' S t. 1, c A.i:.`. eI •}t s d li } t s' < i 4:r eI{t r ` �+ �:, t4;Si t .>. ti r t'�( ,'.rtV ° a ;t�" f x } .tt i '"'cv".?,`°q'€ 1€'r?,{ s ,jh f : zi r is i::I, { ,,d,�µ t t $, .•.r 's a f , F r•t ..t�,, L :�. t =:.. 5 i i t}�r�.i. . i741s f',.N.t '+,r f3k spy.1'X Ill e Jt',: ,rN� s li.' t _l t ._4F. 1,., 1 t s ? ) + J }� '}, .Is.,r -tL .flF tF t,"�Y.• t6i '�. ". i 1 I f SEC jION 01026-UNIT PRICES ` �.�.RT 1 GE R� _ 3 i ;RELATED DOCUMENTS 1 ' A. Drawings and general provisions of the Contract, Including General..and Supplementary , } Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY i A. This Section includes administrative and procedural requirements for unit prices. B. Related Sections: The following Sections contain requirements that relate to this Section: ~' 1. Division 1 Section*Alternates*for work relevant to this Section. 2. Division 2 Section "Selective Demolition' for removal of pavements•designated to be replaced. 3. Division 2 Section"Earthwork"for subbase to fill and level subgrade for new pavements. 4.' Division 3 Section"Cast-1n-Place Concrete'for new pavements. i 1.3 DEFINITIONS ` A. Unit price Wan amount proposed by bidders, stated on the Bid Form, as a.price per unit of 3 s measurement for materials or services added to or deducted from the Contract. um by ' - appropriate modification, If the estimated quantities of Work required by the Contract Documents are increased or decreased. - t 1.4 PROCEDURES F , A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, profit, and applicable taxes. w � r Specification. 4: B, Schedule: >A Unit Price Schedule is inGuded at the end of this .gee ion. . ( : Sections referenced in the Schedule contain requirements for maters,ais described sander each ,x unit price. z PART 2-PRODUCTS (Not Asmilc.able) � 4 i PART t-EXECUTION L f 3.1 UNIT PRICE SCHEDULE `3 A. Unit Price No. 1 -Concrete Pavement °{ 1. . Description: Remove damaged 1 settled, concrete, pavements as directed by the Architect. Add subbase material anti compact to elevate and repair subgrade,; Pour r�ew I r 6' concrete pavement with 6 x E3 -W2.9 x W2.9 WVVNF and apply broom finish to match Y adjsrent pavements. R„ 2 Unit of Measurement: Each.13 ft.x 13 ft. (169 sq. ft.)section, 1 F 3 Payment: �Aore of I:ess than Piing 1§D�13 ft.x,13 ft.sections included In Base,bid i END OF SECTION 01026 " , UNIT PRICES 9715' 01026 1, t F f i`�5Y'gip""'W.sSs�YaV✓t+aa�'+y+.a.A+,.w. .. �� :rhg,', "¢ids.cE t,N4Y fr yr,,y wi< y T f.tt Y1 ? P "Y';�nv...",n c. i� .l..sr`k tir• ''{ ... •. i � �. �. .. , '. ) ' evire�. ( i i e. i 1�'�fl�iM10�SlHiel7�R,M�! .vawsevnir��.a��w __ -• ,'a.td. .,r �„F J.r.Y•R7 _ i i f i } ' r SECTION 01030-ALTERNATES JJ _ ELATED D CUMENTS I --NTS I A. Drawings and general provisions of the Contract, including General and Supplementary 4 Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SYMMARY f A. This Section includes administrative and prOCedural requirements governing Alternates. B. Related Sections: The follovAng sections contain requirements that relate to this Section: t 1 1. Division 1 Section "Unit prices¢ for more .or less work included In the Work of this _ Alternate. 1.3 DEFINITIONS E A. Definition: An afernate Is an amount proposed by bidders and stated on the Bid Form for certain work defined In the Bidding Requirements that may be added to the Base Sic! amount If _ the Owner decides to accept a corresponding change in either Me amount of constr�ar1ioro to be completed, or In the products, materials,equipment,systems,or installation methods described M� P l In the Contract Documents. r i 1. The cost for this alternate 65 a net addition to the Contbrac t Sum to incorporate the Alternate into the Work. No other a�+justments are made to t he Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent Work as necessary,to mpie?ety and fully integrate that Work into the Project. } ate miscellaneous rlevic�s, accessory objects, and similar .1: include as park of each al#ern '- { items inciderata!to or required for a complete installation'whether or not mentioned as 1 �. part of the Alternate. same conditions as other Worn of this Contract. B. Execute accepted alternate under the - C. Schedule: A "Schedule of Alternates" Is included at the end of this Section. Specification ` !'s Sections referenced in the 5�chediste contain requirements for materials necEary,to achieve the Wodc described under each$lterrrate. ' PART 2'-PRODI�CTN' Not t App�licabl�j PART 3`-EXEC ION „ s : CHEDtlLE OF AL S, A. Alternate No;t1: Add,vrork to.,remove and,repiace danla d/sc�t#led section.of pavement. 1 Include (9) 13 ft.x 13A. x$ inch reinforced wrrcrete pavement sec1iana dowele��+ into adjacent ft pavement in Base Bid, deference Section 01026 pricing fob.more or less work r�alated to this Alternate. END OF SECTION 01030 ALTERNATES 9715 01030-1 b S' , Vt�'!� (E �j'oyY,`.'�t ':MMt."c++.f "t� :•k:. vt y l. .. ... ... .. 1 ' '�.,'•""" �f�:�i%F=Y''�•, tti x. J but LTir S 1 tit. !}: r" it• -' 1 uxb� _�YF,.` } t 4 2 SECTION 01045-CUTTING AND PATCh11MC! _ I, w.J Q.ART 1 -GENERAL 1 1 RELATED DOCUMENTS l A. Drawings and .general provisions of the Contract, including General and Supplementary I Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section Includes administrative and procedural requirements for cutting and patching. f B. Related Sections: The following Sections contain requirements that rotate to this Section: I 1. Division 2 Section "Selective Demolition" for demolition of selected portions of the building for alterations. 2. Refer to other Sections for specific requirements and limitations applicable to cutting and patching.individual parts of the Work. a. Requirements of this Section apply to mechanical and electrical installations. Refer to Division 15 Sections and the drawings for other requirements and ! limitations applicable to cutting and patching mechanical. and electrical i Installations. 1.3 QUALITY ASSURAN-CE i 1 � -�^--� A. Requirements for Structural Work: Do not cart and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio. f 1. Obtain approval of the cutting and patching proposal before cutting and patching tttie following structural elements: .a. Foundation construction. b. Structural steel. C. Structural system of lyre-Engineered Metal Building System. 4 ' . .} B. Operational Limitations: Do not cut and patch operating eiemenls Qr 'related components in a ti manner`that would result in reducing their capacity tc�,p rfortn as intepded., Do not cut and ' pati:h operating elements or related.c�omponent` in a manner that would result in increased maintenance or decreased operationat life'ar safety. cz C:. Usual Requirements: Do nut cut and patch consimction exposed en the xtarior or in occupied it spade in a manner that.would, in the Architect's opinion,'reduce.the;.bp Iding's aesthetic qualities. Do not cut and patch construction in a manner that would result in;visuail evidence of Y=g rtting. and pa4r:,hing. Remove and replace constwdion ,cut an if `pii 6 In a visually u unsatisfadbry.manner. i F PART 2 PRODUCTS t` 21 NtATERIALB. GENERAL u Use ntatedils identical to ©xistirig matedals,' For exposed$surfaces, ruse mate' that:Visually A ti match'",'..,xisting adjacent surgaces to the fullest extent, possible'if; identical rnateriais are 1 t F CUTTING AND PATCHING 9716c,: ; 01045 1,r {x ���"�a!��fall r'�Yt41z$�:Fef(fi1;+Rsfsz48't's+:dci.Ia•.a,ww.wr x a.n .. I .. ' Ir , 1 cow, F,ai/Y 1 l�Cf7i"SOS/r4ai4emY"IAmi®eeaf�NeeHltmMS - - vw�. _ __�._ 1< unavailable or cannot be.used. Use materials whose installed performance will equal or surpass that of existing materials. PAR 3-EXECUTION 3.1 INSPECT OLN, A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. if unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. 1. Before proceeding, merit at the Pro ject Site with parties Involved in cutting and patching, Including mechanical and electcical trades. Review areas of potential Interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 3.2 PREPARATION A. Temporary Support: Provide temporary support of work to be cut. ' ` B. Protection: Protect existing construction during cutting and patching to prevent damage. f Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. ' fl D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. A 3.3 PERFORMANCE ,t A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and V, patching at the earliest feasible time and complete without delay. 1. Cut existing construction to provide for installation of other components or performance t of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. rr B. Cutting: Cut existing construction using methods least.likeiy to damage elements retained or -- adjoining construction. Where possible, review proposed procedures with.the original Installer, comply with the original Installer's,recommendations. A. In general,where,cutting, uss hand or small power tools designed for sawing or grinding, .' not hamiiderin ,and chopping. Cut .holes and slots as small as passible, neatly to.size required, And;with minimum dWurl-anee of acljac�s:nt ;xtrrfaces. Ta~n�porddly cover A openings wren not in use. . 2: To avoid,marring existing finished surfaces,cut nor drill from the exposed or finished side r into concealed surfaces., r 3. Cut through concrete and masonry using a cutting njachine,such as a Carlyan�ndum saw or a diamond-'core'd '11 >` 4 Comply with requirements of applicable Division 2:Sectlons where cutting And patching requires excavating and bkktohng. 5. Where'services::are retluirdd to be removed, relocated, or:abandoned, bypass utility services, such ss pipe qr boridrait; before:cutting.:.,Cut-off pipe,o'r conduit in wails or' P, ` partitions to be removed. .�Cap, valve, or plug and seal M6 remaining portion of pipe or. .� CUTTING AND PATCHING 0795, 01045 d? �r 4 adiri t➢ : s 7", � �,���:�`,r.. �F d , lc:C,,.- 7M �eaor�'� r i_� .'t i>e. . `y<�•_ _ — � __ _ —�-- •Vn�E.-.� {_�_i .�!r..i��''r(V?: .. . ... .. .. :. 1 .. I � . .t' .. � . :war. . — _..—-_...J.,».__--- __._ ,,,,....—,,... . _. .... .. .—....—.....__._...—._---,-M..�....�.._..._.-- I . ' . • • � � i { 1r conduit to prevent entrance, OI I- moisture nr other foreigg ma4ter after ;I I a.-nd cutting. ' ch with duratale seams that are as Invisible as possible. Comply Whit sp�ci�ied { C. . .Patching: Pat . - tolerances. tched .areas lo. . demonstrate integrity pt the 1, Where. feasible, inspect and test pa . i Installation. 4 2. Restore exposed finishes of p-etched areas and extend finish restoration into retained . -w adjoining construction in a n��nner that will eliminate evidence at patahicig and t refinishing. . i i `� 3 4 CLE�►�'Il i tt .... .. 6 i. A. Clean areas and spaces where cutting and patching are Perfomn conduit pand(s�'rnilar feapuin3s mortar, oils, Putty, and similar items. Thorough{y clean piping covering to its ' " in aint or other finishing materials. Restore damaged pipe before apply 9 P !. original condition. s; . 'i ; ;': s END OF SECTION 090x45 ,, ,n - !11 t Y ., f ,t!, .. t `' ! .. ! .. .. .. t to t x. {: . ,,,' i ,y -3 ! ., . . .. �} ' . . a. .. { . . .. l� .0 ,. - .. .. 1. .. t �r t E .. .,:' 1 u .. , l r�l 4 { � a r - r.{' { t t" t f S r f Srrt 3Ti r 4 !: a rf 1 +. tr� .- 11 k a ! + t l - e:11 1 rF 1r S � - ,. a ii 1 'i S..t 1 :1 l ! , �` .r r tt �p 1} 1{ irk F 11 ( f 3 ) { f 'f• et �t.% ��e . .,�1? t } �' f. Y» �'� 4 ., ,t r'. Yat 11 „, £ }:. .+ �;.. pv , cc „„ //�� I�11 : �7�eY c C '1 V�Vw�S . i NG AND PATCHING ' , { 71 3”,*k..�,,,a( rkxi Y ,.:rt,a17grgrswre *! ,r.: r..a 'C P�h'',44`Pr'v�L.,i RrySf� V47:ti>3r .� ai T:, a k c„e. z{ ,'i,[h r,?Y,�_ _. r f t,;r Sri .}w 1"'1 1. ��-, }f� o i 4 7 it h P S, y g k`�as 11 3 ¢°r art t ' }r _ t 1 ' t-.i 3ry, S22� Y,a, ,;. ,�yy�� P. �� l' bpi t S l4 +a Y t: t,s Jt "Jl "Y P"' fi,l 5 7 4 ,'i U « �' �2,,o.rt k,t '� F t t., u y ° I:ti t• , r + i a+ '+ ,� � -r 4 a7 a:.. Y r a ,fie dw,.r: r.;: . .r•:" .,itt n :l� } ! to �.�tit t , ' ,Y�.•',FLi...S>.+•+'Ci r3r IQS�lf1 6�EIlfA is -- r V i Y' m�Me: _ _ SECTION 01500-CONSTRUCT FACILITIES N_TEMPORARY CONTROL PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, Including General and ,Supplementary N other Division 1 Specification Sec.�tions,apply to this Section., �• Conditions and pe PP 1.2 SUMMARY A. This Section Includes requirements for constriction facilities and temporary controls, including temporary utilities,support facilities, and security and protection. B. Temporary utilities include, but are not limited to,the 7oilowing: r i 1. Water service and distribution. 2. Temporary electric power and light. ~~ ` 3. Telephone service. _ 1 4. Sanitary facilities,including drinking water. C. Support facilities include, but are not limited to,the following: r 1. Field offices. f i 2. Dewatering facilities and drains. 3: Temporary enclosum..s. 4. Waste disposal services. ) 5. Construction aids and miscellaneous services and facilities. D. Security and protection facilities include, but are not limited to,the following: ' 1. Temporary fire protection. 2. Barricades,warning signs, and lights. 3. (Environmental protection. t 1.3 QUALITY/ASSURANCE A.'" > Regulations: Comply with industry standards and applicable lawt and regulations.of,authorities . having jurisdiction including, but not limited to,the following: :r>, _ .. 1• Building code requirements. 2. Health and safety regulations. 3. Utility company regulations. --- 4. Police,fire department, and rescue squad rules. Erivironmentai p06te(Aioh regulations. . r Standards• Comply"with'NFFA 241.°Standard for Safeguardhig Corts#ruction,Afterations,`and ° Der*t?lition'Opefations"ANSI A10:Series standards for"Sifc:ty Requiremerite for r::onsfavction .r.; , a d Demolition,",and NECA Electrical Desigrr'Library""i'empurary Electrical Facilities.`.' %# 1 ,Electrical Service: Carroply"tivi#h NEMA,,NECA, and..UL' standards and n�ulations for ( , .. r t6hiporary electric service. Install'service°in con( lance with NrPA`d0"Natioc�al Electric " s' Code.* .. r' e " CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 971x:` 015M-:1 �,iht+�^.'Sht'.ie'�1� t :a s tt ',• . .,,,.n'."' ..�.r c t £ � 2 fr "`tit� � .,c4� ri f � .. t �'• t. vai- j 7 71 1.4 PF80JECT CONDITIONS A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and fadRlea as the Work t progresses. Da not overload facilities or permit them to interfere with progress. Take necessary fire-prevention measures. Da not allow hazardous, dangerous; or unsanitary conditions, or public nuisances to develop or persist on-site. j } ,r 1 PART 2-PRODUCTS 2.1 MATERIALS ! A. General: Provide new materials. If acceptable to the Architect, the Contractor may use undamaged, previously used materials in serviceable condition. Provide materials suitable for i use intended. j { W j B. Tarpaulins: Provide,waterproof,fire-resistant, UL-labeled tarpaulins with flame-spread rating of 15 or less. For temporary enclosures, provide translucent, nylon-reinforced, laminated polyethylene or polyvinyl chloride, fire-retardant tarpaulins. C. Water. Provide potable water approved by local health authorities. 2.2 EQUIPMENT t A. General: Provide new equipment. If acceptable to the Architect, the Contractor may use undamaged, previously used equipment in serviceable condition. Provide equipment suftabie for use intended. '13. Water Hoses: Provide 3/4-inch (19-mm), heavy-duty, abrasion-resistant, fte3dbie rubber hoses 100 feet,(30 m) long, with pressure rating greater than the rnaxlmR.im pressure of the water distribution system. Provide adjustable shutoff nozzles at liose'discharge. ! --, C. Electrical Outiets: Provide property configured. NirMA-polarized outlets to prevent Insertion of 110- to 120-Volt plugs Into higher voltage outlets. Provide receptacle outlets.equipped with E round-fault c irWit Interrupters, reset button, and clot light for connection of t} 9 p .. p' g power tools and equipment. D 'bdctrlcaI Power'Cords: Provide grounded extension cords. Use hard-service cords where "F exposed to abrasion and traffic. Provide waterproof connectors to'eonnerx separate lengths of electric cords if single.lecrgths veil! not reach,�areas where construction activities arse in progress. : Do not exceed safe length-voftage ratio. . l E. Temporary Offices: Provide prefabricated or mobile unit with linkable entrances, operable z '. windows,and serviceable finishes: F. Fire Extinguistien?: : Provide hand-carried,.portable, UL-rated; Class A,, fire extinquishers for } ternary;offices`and„stroller spares, In other locations, provEde hand-carried;`•portable, UL- } rated, Class.ABC' dry-chemical extinguishers or a, combination :of'extinguisher. .cf,NFPA recommended Gasses for the exposures. ' 1 Comply with NFPA 10 arid.NFPA 241 for classification; extinguishing,agent,, and size required by location and,class of fire exposure._ r {~ CONSTRUCTION FACILITIES AND,TEMPORARY CONTROLS 971SR '01$00 .2a: �� ��r ct r `a ti: ^.t,• .:r ... �;rry !a t�a.a g{ ,}ss�;fc���!4r� '�Y...f t ,• V X t F ' t i' yy MET 3-EXECIITiO�i i 31 It�STALI.P�TION A. Use quaflW.personnel for installation of.temporary,facilities. Locate fadilties where they will serve the Project adequately and result In minimum interference with performance of the Work. a Relocate And modify facilities as required. f f B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as _ required. Do not re=move antil facilities are no longer needed or are replaced by authorized use of completed permanent facilitle's. M_ f A. water Service: Connect to Owner's existing system where directed by the Owner. Install distribution piping of razes and pressures adequate for construction. 1. Sterilization: Sterilize temporary water piping prior to use. B. Temporary Electric Power Service: Connect to Owner's existing system where directed by Owner. Provide weatherproof, grounded electric power distribution system of sufficient size, _ f -protected capacity, and power characteristics during construction period. Include overload ' disconnects,automatic ground-fault interrupters, and distribution switch gear. — } C. Temporary Lighting: Provide temporary lighting until permanent system is installed. D. Temporary Telephones: Provide temporary telephone service throughout the construction period. t E. Toilets: Use of the Owner's existing toilet facilities will be permitted. Cooperate with Owner to �. keep facilities cleaned and maintained in a condition acceptable to the O xner. �.. F. Drinking-Water Facilities: (Provide containerized, tae dispenser, battled-water drinking-water units,including paper supply. 3.3 SUPPORT FAC9LITIES INSTA LLATION - . A: Locate field office and temporary constrursiion and support,facilities for'easy access and where i r approved by the owner: . r 1. Maintain support facilities until near Subs al Corrspietion. �Remove prior 40 Substantial,Completion. Peronnei.remaining after Substantial Completion will be � ' permitted to use permanent facilities, under conditions acc Wjble to the Owner. ` B Dewatering Facilities,and Drains: For temporary drainages end dewatering facilities and } operations. not directly associatetl with construction activities inclracle�i under individual f Sections, comply with dewatering reE;uirernenta .of applicabie Division Sections. Where' i r feasible, utilize the same'facilities. Maintain the site,.excavations, and.exanstrurtion free of water. C. Temporary Enclosures:. Provide:.temporary.,enclosures for protection of construction, in progress and completed, from exposure, foul weather, other WAstrvction operations, and similar activities. 1. install tarpaulins secure ly, with inoornbustible woad framing and other materials. Close }� openings of 25 sq.ft. (2.3 sq, m)or less,with plywood or similar materials. low CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 97.15 01500-3 t . ...... I ' r t 1 S > 1 h e { .i I D. Collection and Disposal of Waste: l%ollect waste from construrtion areas daily. Comply with requirements of NFPA 241 for removal of Combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than 7 days L7ndeg Cj raHandleehazardous. when the temperature is expected to rise above 80 deg dangerous, or unsanitary waste materials separately from other waste by containerizing property. dispose of material lawfully. AND OTECT 3.4 SECURITY. IOM FACIl.IMS INSTH,�L r'ON PR A. ctian: Until substantial completion, instal; and maintain temporary fire- Temporary Fire Prote d 5 needed to protect against reasonably predictable and protection facilities of the type Controllable fire losses. Comply'►+nth NFPA 10 `°Std Alterations, and Derr o iti operations.,* d l NFPA 241 "Standard for Safeg��arding Construction, ~, 1• Locate fire extinguishers where convenient and effective for their intended purpose. 2. Store combustible materials In containers in fire-safe lo+catians. fire- 3. Maintain u�nob.�tructed access to fire extinguishers, fire hydrants, temporary protection facilities, dairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire-exposure areas. combustion-type temporary heating units, and 4. Provide supervision of welding operations, similar sources of fire ignition. Barricades, Warning Signs, and Lights: Comply with standard��ate lore requirements a graphics erection end B. erection of structurally adequate banricades. Paint with app f warming signs to inform pe shin rsonnel and the public of hazard being protected er lights. against. Where appropriate and needed, provide lighting,including g red am C. Security Enclosure and Lockup: Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance.vandalism, theft, and similar violations of security. { 1. Storage: Where materials and equipment must be stored, and are of value or atto-adive for theft, provide a secure lockUP. Enforce discipline in connection with the installation ' �} and release of material to minimize the opportunity for theft and vandallsm. r t D. Environmental Protection: Provide that. omrply wit h entvirornmenta�Fgalatioe s, and minimize , construction in ways and by meth the passibility that air, waterways, and subsoil might be coneamrnated or polluted or that other ( undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noise-making tools and equipment to hours that will minimize complaints, from persons or firms near the site. TERI'lilNgTIC�P AND itirCJ9O1A�L 3.5 _OPE TION. r--• -.--- -- 4 _ facilities. Limit availability of A. Supervision: Enforce'strict discipline in use, of temporary re facilities to essential and intended uses to po ry rninimiza waste and abuse: tem 3 ... B. Maintenance: Maintain facilities in .good, operating condition until removal. Protect from t damage by freezing temperatures and similar efervients. 1. Protection: Prevent water filled piping from freezing, Maintain markers.for underground ` lines. Protect from damage during pxcavtion o peretions. W Apt- C. Termination and Removal: Unless the Architect requests that it be rnalntained longer, remove i temporary faciliity when the need has ended, when replaced by authorized use of a ti ? , each permanent facility, or no later than Substantial Completion. Complete or, if necoasary, restore , i �? CONSTRUCTIOM,FACILITIES AND TEMPORARY C0l�TROLS 9715,! } ;-zw.uYf:t+:r!..xr'M4f,1`vU,t.k:tr+t irr:;.c.rP'?.4t.r'«yam:.... _....... ......•�;' ' .. t i .. i ` t 4 t .t x •, r t t� _ - : .. 1. ! . • . .. .. - I . t I S Y i f k I . pemnanent construction that °may have been delayed because of Interference ,with the I . �Y C �. temporary facility. Repair damaged Wort., clean exposed sucfaces, and replace constn,ction ` that cannot be satisfactorily repaired. . ;— i . �� . i . rl� Wr r'F. END OF SECTION 018013 . ,r # ,.I . . •i , . , , . ,11 I .. i ... .. '.. .. .. s i _ i ""i 4 „1. y . ",-r ' .. _ .. .. 1 ' .. fv �, 1 :1.r 7 , ,:V lIi S. S 1 teal. S . . - " �y 11s .. 'fit ::1 l' ... x.,,..4J.... ... .. I . .1... .. ti� . rt I ' ' 4t I . ..r. r. a� I i t. .. .. .. 5 f _ .. t ,� ..� ; ne �� `�—, `>I i.Itt . it, a. , t `111- i> t yyS� '?• r 1 (, } �j.r , it r'.. i f r }.-5. ! '' 4w, t ,B » � , y �1 : i S j i� .'s f f#' Ii i t ri,k ` r. .7 it .r.. . : h'i ft f F' 't( f }, C ! ,';11 4 . ,j p '' q tt n ' aL; i qy ;.r� ,�Jt . ' �k S tr z ,n i r e i� d� jt,11 HY t I, �t 'r , 'p fe fY 7 a .t If{. e r t c' o-"' { t - it; t r .t _ r. iris vf, 1:, ' %S. t.. ' l 1 ' rtSi' tip}t S 9 { ,: , dv 8 I. 63 _ r t ) k 9 d t : fr r ,; 11 3 f ,. '7i .. .1 ttY ({ 4!S ,k3r t {S 4 K. 4 ���tY, .. s r r' 't �.� _ 1 I 't c ks ` , „ { �. i •.: yam+,',' �r ` CONSTRUCTION FACILITIES AND TEMPO�2Ai Y CON' ROLS ',:: 1:,�;� ►745 , � 015{00 5�`.: ``°'' ��'�11 ' ," , r f.' ri� ix xx wtw' -s W u•�tr.f.Nrr,+w.. m+-4:++saya+. wa.«.�r+.+ ', " '--� 'o--Ivktr -'ra T 1: f t I �' F' . ' i bx. i•+,x }<Y y 1 ..} 1. z! I,' +w^+..+n++.�a ...n""""'.r. ..5...! S t ' °!;•r a?x i, 2.t3-,�" 1 i .�? i Y�s{ ;; , rs r s r '?d iti, t .•!,� t i i s .r jty,-:y i „.n!. su,'a✓' .:'{rY.•;,:.xt`'s..� x..f...::1...' Y, '.... t 1 . ''rt%r' 't {i 1Y { s--•-tJ t s '' 1'� t �f "Tq. i t :.{.� S ',..111 4�';,, „ g �;•'r SSEY }� i r f i Tl f t ii 1} �ti ttt"` �-!, any...<. kw 4r' t, :ir t :1, S t { + fp. , S r � L, S."y � t�f i <5 s t r s 1 1 ,. },,, t t. r i t i 1 5. r rt r Y 77 t;'.1 161;'1 3 1{, �"€ ,�'>`$1 ,Ttr�gj`',�3 r a ly�t 1 r ' t";{ r ,Cl, 4 1y,,. e's r pr.: h J, a mot' c r, iq 1 s �R,s#� .rh :°j 1k i , t r. f 1 Fi 1,t 11 1 :` r } �t i. s t i a '' - {_ Y .tiy tS }1,.•r"•"I.: ';F,N_r&,,g , ;,j , 's } s tgio i r rt' y� , yt .�\r } '.Y,?ti• x U,t^t6 �; l ,Yk '�}'s,(!i�y a tC ! �7�,, a t rtll.' r tx _ f s+ r. 's1 t f� y ,. { ,' r tr,. :;., t ,e.: ` . ',..,xt .ice ? x .i, :`rd t. ' ` ''SC r�1s, <, 3 ,r p 14 1iR�MM r IMlYlIIMiElrze�e `t ,f .4e., aj,.? it?A..�ir�s�'6�+' "'y I 1 SEC110N 02070-SELECTIVE I?EIV�OLITiON ` s PART IW E R A L { } 1.1 BELATED 90—CU�iVTS ; .� i' A. drawings and general provisions of the Contract, Including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. j 1.2 SUMMARY A. This Section Includes the following: Demolition and removal of selected portions of the building. 2. Demolition and removal of selected site elements for building construction. -~ 3. Demolition and removal of designated concrete pavenrent to be replaced (Alternate No. } 4. Sawing,chipping and patching required to cut down drainage Inlet under Alternate No. 1. 5. Removal and reinstallation of exterior personnel doors. S. Removal and replacement of below slab oil separator. -�� 7. Relocation of oil storage tank. 7. Patching and repairs. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section'Unit Prices'for More or Less concrete pavernent to be replaced. 2. Division 1 Section "Cutting and Patching'" for cutting and patching procedures for selective demolition operations. . 3. Division 1 Section "Construction Facilities and Temporary Controls" for temporary utilities, temporary construction and support facilities, ternpomry;security and protection n i facilities, and environmental protection measures for selective demolition operations. 4. Division 2 Section"Site Clearing"for site clearing and removing above-and below-grade improvements. °�'.. . 1.3 DEFINITIONS IONS j A. Remove: Remove and legally dispose of items except those indicated.to be reinstalled, salvaged,or to remain the Owner's property. i. B. Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's. J property. t C. Remove,and Reinstall: Remove items indicated; clean, service, and otherwise.prepare them } for reuse; store and protect against damage. Reinstall items In the same locations or In f , , locations indicated' D. Existing to Remain: Protect construAlon Indicated to remain against.darna a and soiling f g 4 9 � ,a during selective demolition. When permitted'.b i the Architect, sterns Imay be removed to a ;r suitable,' tecte'd story e' loratlon du' n ele f g rig s ctive demolition and then gleaned and reinstalled In their original locations. MATERIALS OVWJERSHIP A. Except for items or materials indicated to be. reused, salvaged, reinstalled,, or otherwise Indicated to remain the Owners pr6peety, del mollshed rnaterlals shall beconae.the Contractor's s? property and shall be removed from the site with further disposition at the ConWktor s,option. ` SELECTIVE DEMOLITION 0"l15 02070 1: , � .••yu,-.f M.w.f 1TFni14K.141.'Gi�i'rr'+tii74'Yic Ya✓.f.asrO.a.•re:.f r.+n.ry ss ..r...r.................: ... ,.... i r, _ . x r' t. ' J. 1.6 PROJECT CONDITIQNS A. Owner will occupy ` i py portions of the building immediately adjacent to selective demolition area. f Conduct selective demolition so that Owner's operations Will not be disrupted. Provide not less than 72 hours'notice to Owner of activities that will affect Owner's operations. B. Owner assumes no responsibility for actual condition of building,to be selectively demolished. •F^,` .' + sail I. Conditions existing at time of Inspection for bidding purpose will be maintained by Owner as far as practical. C. Asbestos: It Is note �.. xpected that asbe,�Yos will be encountered in the Wortc, if any materials suspected of containing asbestos are encountered, do not disturb the materials. Immediately notify the Archhect and the Owner; 1. Asbestos will be removed by Owner. k. .. , •rte i D. Storage or sale of removed items or materials on-site will not be permitted. 1.6 SCHEDULING l A. Arrange selective demolition schadule so as not to interfere with Owner's on-site operations. f 1� ! PART 2-PRODUCTS (Noxs9,D011calitll { j 2.1 REPAIR MATERt LS ' A. Use repair materials Identical to existing materials. 1. Where Identicai'materials are unavailable or cannot be used, for exposed surfaces, use f j ^� materials that visually match existing adjacent surfaces to the fuliest,extent possible. ± 2. Use materials whose Installed perform materials. ance equals or 'suryiasses that of existing ! ':t j PART 3-EXECUTION ' ! 3.1 EXAMINATIOF4 tc ! A. Verify.that utilities have been disconnected and ca pied: 8. Survey axlstio9 conditions:and correlate with requirernent;y indicated to determine extent of ' selective demolition required. When unantii gated mechanical f�1e {f k C' ctdc:al, or structural alemenLs that.6onflict with the Intended function-.6 de�slgh.are,enc.�ounter'ed, Imiestigate"and measure the natunE end extent of the t conflict. Prom {ally suiJmit a Yrritten report to the A rch;tsct: , ,fat S D urrey the cani3btdon of tho buildin6 to determine whether remoding any aliment Qni ht r suit bn y for {u structural deficiencg or•crnplannsd wrolia �e of an . lion of the`sfruc^turQ or a?dja�en stru± arras " during selective demaiitlon. E. Perform survey as the 11VcarEt r y proiJre�ses to detect hazards resulting,fromIective demolition; " activities. " I[I[ fh' 7f �3 SELECTIVE'DEMOLITION ^, f 8715 ,. 02070-2,. . • r(! �'tvrde r.k .,■f��raos6llas'�eoawwraa���i�,_/. s i 1t' _.'J r z_.� rir � 'r t� t i ' I l 3.2 UTILITY SERVICES A, Maintain existing utilities indicated to remain In service and protect them against damage during selective demolition operations. 1, Do not 6nterrupt existing utilities sewing occupied or operating facilities, except when G ! authorized in writing by Owner and authorities having Jurisdiction. Provide temporary services during Internrptions to existing utilities, as acceptable to Amer and to governing authorities. a. Provide not less than 72 hours' notice to owner if shutdown of servica is required i during changeover. i j _ B. Utility Requirements: Locate, Identify,disconnect. and seat or cap cuff indicated utility services serving building to be selectively demolished � 1. Owner will arrange to shut off indicated util'ttie.�when requested by Contractor. --' 2. Cut off pipe or conduit in walls or partitions to be removed. Cap,valve, or plug and seal � the remaining portion of pipe or conduit after bypassing. 7-1 C. Utility Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utility services. Do not start sete:ctive demolition work until --; utility disconnecting and seating have been completed and verified in writing. 3,3 PREPARATION A. Drain, purge, or otherwise remove, collect, and dispose of chemicals,gas�..s,explosives, acids, ' ammables, or other hazardous and dangerous materials before proceeding with selective fi ?` demolition operations. ove debris to ensure minimum interference with roads, B. Conduct demolition operations and rem streets,walks, and other adjacent occupied and used facilities. 'or used facilities 1, Do not close or obstruct streets, walk% Or' bier adjacent urisdiction� Provide alternate without permission from owner and authorities having jurisdiction. regulations. routes around closed or obstructed traffic ways If required by g 1 i ti people and damage to adjacent buildings ; ! C, Conduct demolition operations to prevent injury to pe p .;: •'r and facilities to remain. Ensure safe:p,3ssage of people around selective demolition area. , 1. Erect terrrporary protec Uon,where required by authorities haling jurisdiction. i; 2, protect existing site Improvenrsnis,appurtenances,and tandscspin y to rem, 3. Provide temporary we proteuion, during Inter~ral between demolition and removal of'existing construction, on exterior surfaces and new construction to ensure that no S water leakage or demage ca=m to shvcture or interior areas. i s gaors and other existing worn that are to remain and are exposed 4. Protect wells,ceiling I >, during selective demolition opecatlorrs. s S 3 4 SELECTIVE QEI4gC1LITION' x A. Demolish and r®epode existing construction only,to the extent required by,new construction and ' as indicated. Use ritettactis rcqutred to complete �lcr8 within limitations of governing regulations and as follows: r 1. Neatly cut openings and hotel plumb, ';Auare, and true fa dimensios�a,required.. d1se: tf cutting methods least likely to.damage corjstrtactibn to remain or adjoining construction. ` .,Q745 Y' !{� , .,SELECTIVE DEMOLITION a`1ir:1:1.'k�'L^NL:f'Stti+4.li.aiv,n>',a g 2 > r S , Yi 4i t f 5 i�'9�YEM�YY���cCA���A .•,rvuaG.r�no ----P.�eev�'.erarafa�v.��.. - ` :..�."f� —. -- � ... `!r ... �i. . •..—+.�•�w.-.....w�,..ognn.�w�.wweriw w.�.a...wwF�w...wcwww�'w; a��r i { t ffI I � • e F 1 To minimize disturbance of adjacent suffaCes,'use hand or small power tools designed for sawing or grinding, not hammering and Dropping. Temporarily cover openings to remain. 2. Cut or drill from the expowd or finished side Into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use Canting tom,,,i.es until work area Is neared of flammable materials. At concealed spaces, such as duct and pipe Interiors, verify condition and contents of hidden space before starting fiance-cutting operations. Maintain portable fire- suppression devices during flame-cutting operations. 4. Maintain adequate ventilation when using cutting t,,rches. 5. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impaci;or durst generation. 6. Locate selective demolition equipment throughout the strudw•e and remove debris and materials so as not to Impose excessive loads on supporting walls, floors, or framing. t 7. Dispose of demolished Items and materials promptly. On-site storage or sale of removed items is prohibited. 8. Return elements of construction and surfaces to remain to condition existing before start of selective demolition operations. B. Demolish concrete and masonry In small sections. Cut concrete'and masonry at junctures with -^ i construction to remain, using pointer-driven ma-sonry saw or hand tools; Rio not use power- j driven Impact tool6.C. Break up and remove concrete pavements and slabs on gr de, unless otherwise shown to remain. f PATCHING AND REPAIRS A. Promptly patch and repair holes and damaged surface; caused to adjacent construction by selective demolition operations, j B. Patching is specified in Division i Section Cutting and Patching." i g � r C. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. 1. Completely fill holes and depressions In existing masonry walls to remain with an approved masonry patching material, applied according to manufacturer's printed recommendations. D. Restore exposed finishes of patched areas and extend finish restoration Into adjoining constrvctlon to remain In a manner that eliminates evidence of pat&,Ing and refinishing. _. 3.6 DISPOSAL OF DEEQLISHFD MATE_ RiALS 'I A." General: Prom tE P Y dis pose of demolished materials. Da not allow demolished materials to accumulate on-site. { ,t r B. Burning: Do not burn.demolished materials'. C. - C., Disposal: Transport demolished materials off Owner's property and legally•dispose of them. 3.7_gLEANING A. Sweep the building broom clean on completion of selective demolition operation. f SELECTIVE DEMOLITION ; :..... a , 9715 L: ".•„u;z:.a:+.;..i:+'.::x:•.u..h...;..,. 02070-4 . .' sr' ,f. _ MWm.. , , .t' i . . ... _...._._.:.._.__..�:___ :�.___ _._:._-. ._......,.__ .__ ._.. ...:._. _.. .. __ _... .__.,. .. ._. _.___'_-_-__ - � 1. I I I I 1 1. I� . I I I � . . " I I I I I I � , I � I � I, � I . r . � I � � . � I � I I�,�� i .. 1. .� �,�� � I �. I i .., I I� I 1, �0 ,�_ . �� I I I . � � " I I — � I "", . I I I 11 � I - . � I ,., . � � � I � . I I yf }. . , i4, . I .. i t,__,.,,,',-.._ ',,':,�" -,1� I .",-�,�,,",�1i :7,_,� ,I�I I�.I�I�I I I��o.I I,�..:.:I I....., I.,1.I.,I,I-�--�,_�—I I I I I:I,II�.��1 I�I.�,I,�11�I I I ..'��I,��i�I I L I�I:I I I I� I I�� �, �I� #�� 3.g SELECTIVE ®EIWOLITfUhI SCHEDULE `;§ : .)��-.:,. ...I- I�� .�� I'!I- , A.. Remove the following: . '....I 4, ,' 1. Portlons of existing building for Interface of new constmctiory. ! 2. Exterior pavirnent'adjacent to new construction sand pavements to be replaced. 1, I 3. Chain link fencing posts end eycess:materials not needed for reinstallation. . ( 4. Oil separator•(balow slag). t , 5. Exterior door(1)to be replaced. } 6. Other items as Indicated. . B. Remove and salvage the following: . . 1 _,:1 1. Items as indicatod. . I ' -i C. Remove and reinstall the following: { �;:_ � � I , ] I I . ,� � . I 1. Exterior door and frame. 2. Oil storage tank: , 3. Chain link fencAng fabric:. , j 4. Other items as indicated, , . . r 1 ; - END OF SECTION 02070 , t ",�,'. �,��,�_�Dl� � I � — I .1 �:I..I .�,� 1, ��. I I I ,� I .1 �� I I �� , "i� I� . � ,I . , � ., . 2 .I . . .. 4z :� , R J , .. f, .. 1 ,- j ; .. tj r .. " 1f t , a {; f ;% 4 .. ... ,; r . , I'll 11_,:�,�,_� . , 2.1.11 � .11 _ , . , � � � !_: I ,.� 1. � I I .,11 .. 1. "I � �i.:�,, :1 � 'I :J: .;� �,��i., :_:. — - , � ( 7 .y.9Y. 7 , ' f�f 9 7 { i t ; ' t (r<_ ". 3 � rk t ;. :1.: :.� '1. r I .r t ..e,III i'.1 �'• ,f .f lPU, r .1'{ " t'.:,;,is�_ , , , , . � ,:,I Y �o-t tFyfi 1 y- j � + 1 t s ..1.t , -,� , I��,L}33s�y' { ,'r' i i �� y a,. ...... .�yid ,i, .� j ,7 t 1_y .., .: ":,�: I� I ��t�y F ( ,f z r ;,El t 1 I .1 '� e 1,, I.I—:'.�'�,%',4, , ., I, qttrr' �£ i i ,t t3 I.1;, �� I 1; ,I i.i -� . � ,4:11"::��,,��,-, . ,�,�,���s�ty�S>, 1j I C ;,�y z E .. x,��- it i s 1,.,.>". I�,� � . I I I I p� I . I �" : -: .�i- fill -;i�.!�i� ���', - ��,� ,,�,":. .�'., , I �. ii:� I ., ,,I rr ?. I -I , I��I", I � 1, I I - I .I� '�' ; , sr,t.tJ, ( a}aF t�#i ,�I .I �!i,; k��,."r-I-I 11 ,��i���.��-, -�t�:.-:',, � ,� : I,�t�4�,� � ,�.. � I � i, , , ,", , I, ,-, . - , , I.,,,,,** � , , , , , .I I ,I I.. .I , � , I, � , � I,,t�,," � I i1W 1, - ,i,,� . �1,,�,� ,� ,� ,� Ids rat 1t �4 I . ; � 1� � .. ,, �- I 1. I I , . . I , 11 w i{ rs ( ar ;1,Yt 77 da f /,* :11�� ,�,, 'i� ." t��t ' SELECTIVE DEMOLITION 9715 ,�� 02070 5� '"�"1.a, rL i .y •3C�i""+'FnsrxA{"iA " v'�" 'r'4� y A�'Sf4�`u6.�' N rrr '"`. ., .+ ht { a si >>E a 1^ -rM^ rot ;,po�ar i;! ..`t {`t,C 4 t i r' �ti^�£"'eit,n1� q�., �,•Jf�Y t c L "t' +. t+,li I V';z'4m +`t (?{I=,s ° f r , f ( 1 � l,TI 2" ;1 ,. t . �.t yy�z IrC�p F t 1j°e 1 + [ g �s.x >s4 it i h'\itl�yy[,,�', x r� SC:t i C I.11 yet'+: �.Sr'ty .f a ,� , f t ( z ; t e .1 .: fir as k''}y�'C g5f17- x't' i ' s " r t i..:} 1 ty j x, r a t six tt i : I ,t . b", stj q.�tti+.j , ��,!%I f 's 7 S �£ { .i", x i ' a ( ( - , - 4 J`".t,%d r' 2` Y �t 1 f "k 14 i�'( �£ ft (, L y, y;- N'i.i p" 5� N� .. 7 'x { t t i ..1 {6 s { 't s s e kz t Y 1 z z t .f+ r" t ) t'' r'- { 4 { tJ lt'�,. .i;,x',v3 jipjt^7,. t �t ys 12 4 'rr li. ^ i Y T. r t'.,, a. 1,1 t ti,="" r a. �.it , i}t4 a, , x-.f.. J ` A r' x 1i1 t r' r r .� t 7 t s'r. 0 e`a'A `w(� y,,.F'.. ',s Z. c y.. •.-i: t..d..s. --xr} r { .. - c�a I�(uno'' _ -- �r�r0�f- •�` .r.o...�..r-,....: _—'—'—'.—"-----�—_�-'_.— �= r....: -.."s ..t,i`;,, (s..t.�.o::uo-... .>�i.r�.. s[b�+�I J t { 4 i SECTION 02230-SITE CLEARING PART 1 -CEN El-RAI- " ED OCU EN `� 1.1 -L--�--- Genera and Supplementary general provisions of the Contract, Including , A. Drawings and g Specification Sections, apply to this Section. Conditions and Division 1 . . �+ SUIMM�R� A. This Section includes the following: i R.O.W.). �.. 1. Protecting existing lawns on adjacent property (Highway 2, Removing abov, grade site improvements. B. Related Sections include the following: Section °Selective Demolition° for partial demolition of tYUildings or. structures '( 1. Division 2 S cad�ng undergoing alters#ions. ' ision 2 SeClion'Eadhwork°far soil materials, excavating,backfiil'sng, and site g =� 2. Dry � ERI L S OWNE Slims s A. Except for materials indicated to remain Owners Pro pedy, cleared materials shall become Contractors property and shall be removed from the situ. ,\ " 1.4 PROJECT CONO TIAN3_ w ci Minimize interference with Owners operations during site-clearing operations. A. Traffic , 1, Do not close or obstruct streets, walks,n or�having Jurisdiction.pi� or used facilities without permission from Owner and autho • unlit locator service for area where Project is located before site clearing. {s: B. Notify y 4 . R'T 2 CTS No 2 BAR 2 licabte BART 3-EXECUTION 3.1 PREPARATION k "A. Pro tect and maintain be and survey control points from disturbance during r construction. { B. Provide"erosion-control m easrrres to prevent soil erasion and discharge of 5oi!-bearing water runoff ot aisfiomQ dust to adjacent properties and walkways. C: . " P� tact existing clte improvements to remain from damage during constru ction. fZ rovernery4s to their original condition,as acceptable to Owner. h::> 1• Rwst0 damaged imp „�. :,, ,02230., . 9715 SITE CI_EgRiNG �. ' _. i'Y ra'�, a a ,r •"4 :fr ..�.-......w ' ..�...,. 7 b 1 `-p4r•1'tt3Jff� ` .wrnwvxvl �e.mmp.waw4V/�. . w r icy\lJ 3.2 UTILITIES A. Existing Utilities: Do not Interrupt utilities serving facilities occupied by Owner or ethers unless F permitted under the following conditions and than only after rarmnging to provide temporary utility services according to requirements Indicated: ` 1. Notify Architect not less than two days In advance of proposed tedlity Interruptions. j 2. Do not proceed with utility Interruptions without Architects mitten permission. B. Mork relating to underground utilities,Is Included In me&,anicai and electrical documents. _ j . 3.3 CLEARING t F :d A. Remove obstrudion.s and vegetation to permit installation of new construction. Removal { Includes digging out obstructions. ' B. Fill depressions caused by clearing and grubbing operations with granular material. (type 1 base),unless further excavation or earthwork Is indicated. 1. Place fill material in horizontal layers not exceeding 8-inch (200-mm) loose depth, and compact each layer, 3.4 SITE IMPROVEMENTS A. remove existing above- and below-grade improvements as indicated and as necessary to } facilitate new construction• t Remove slabs, paving,curbs,gutters,and aggregate base as required and indicated. 1. Unless existing full-depth joints coincide with.line of demolition, neatly saw-cut length of M existing pavement to remain before removing exsting pavement. Saw-cut faces vertically, 3.5 ISPOSAL i r,. A. Disposal: Remove surplus soil material,.unsuitable topsoil,,obstructions, demolished materials, and waste materials, including trash and debris. and legally dispose of them off 'Ownees' F property. J END OF SECTION 02230 ry .ut wr # „ SITE CLEARING 9215 A2230 y�-- +•+ i 5.: •S ':SIC�bTt✓i�i° t �,Y« f f 5•� x `2 ' t # 7 §y 29 1 k +(. SEr TtON 0 ART'HVItl1rZFs { . t (PART I -rENERAL 1.1 RELATED DOCUi'JIE_ S A. Drawings and general provisions of the Contract, Including Genera! and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section Includes the following: 1. Preparing subgrades for slabs-on-grade and pavements. 2. Fill, compaction and preparation of subgrades for pavement replacement (Alternate No � { 3. Excavating arri backflling for buildings. 4. Drainage course for slabs-on-grade. 5. Subbase for filling and leveling subgrade for concrete pavement to be replaced. 6. Excavating and backflling trenchas within building lines. 1.3 DEFINITIONS E A. Backfill: Soli materials used to fill an excavation. ' 1. 1. initial Backfill: Bartell placed beside and over pipe In a trench, including haunches to j support sides of pipe. 2. Final Backfill: Backfiii placed over Initial backfill to fill a trench. B. Bedding Course: Layer placed over the excavated subgrade in a trench before laying pipe. j. C. Borrow. Satisfactory soil imported from off-site for use as fill or backfill. ' } - D. Drainage Course: Layer supporting slab•on-grade used to rninimize capillary flow of pore water. encountered above subgrade elevations. E. Excavation: Removal of material � { I Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated f` dimensions"without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. F. Fill: Soil or granular materials used to raise existing grades. n G. Structures: Buildings; feelings, foundations, retaining'walis, scabs,"tanks, curbs, mechanical and electrical appurtenances; or other roan-made stationary features cconstructed `above or below the ground surface. 7 H ; Subbase Course: Layer placed between the subgrade and concret e pavement. 7 I: Subgrade: Surface orelevstlon remaining after completing exccevatcon, or top surface of a fill or backfill lrnmediately below subbase,drainage fill, or topsoil materials, k'' J. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground L services within.buildings. •u l 3 � f. .02300. EARTHWORK 8715 -1" 1 Y x r i. 7 . .'�—+.�•...4•.—grw.ysr+,,..maw.....ra.ma�cw.rn,..�.�,.ns...wpm'r...�e��'AT�'�wu�.,as.-��178eO ��tA1�GC�HI 1 4 SUBMI1281-SS 1: A. Material Test Reports: From a qualified testing agency indicating and interpreting test results —t for compliance of the following with requirements Indicated: 1. Classification according to ASTM D 2487 of each on-site or, borrow soil material el Proposed for fill and backfill. 2. Laboratory compaction curve according to ASTM D 698 for each on-site or borrow soil �} material proposed for gill and backfill. l 1.6 PRO�IOCT�I A 5 c wJ A. Existing Utilities; Do not intemupt utilities serving fa''IiNe-s occupied by Owner or others unless f permitted in writing by Architect and than only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than two days In advance of proposed utility Interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. ; 3. Contact utility-locator service for area where Project is located before excavating. ! PART 2-PRODUCTS f 2.1 SOiL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not + available from excavations. B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP,GM, $W, SP, and SM, or a combination of these group symbols; free of rock or gravel larger than 3 inches (75 mm) in any dimension,debris.waste, frozen materials, vegetation, and other deleterious matter. . C. Unsatisfactory Soils: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH,and PT, or a combination of these group symbols. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of. 1 1 optimum rholsture content at time of compaction. D. Backfill and Fill: Satisfactory soil materials or crushed stone: ; . i E. Subbase Materials: 'Commercial Base' consisting of crusted limestone similar to Missouri }; Highway Department Type 1 as approved by the Architect. { F .Base,: Naturally or artifilt1ally graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand;ASTM D 2940;vdth at least 95 percent passing a1-112-Inch (3&.mm) sieve and not more than:8 ps+rcent passing a Ne:200 (0.075-mm)mevi e'. G Engineered,.Fill: ,Naturally or artificially,graded mixture of natural or crashed gravel, crushed i ' stone, and natural„or:crushed.sand; ASTM D 2940; with at'least:9©:percent passings a 1-1/2- Inch (38-Mm)sieve and not more tlian'12 percent pawing No..200(O.d?75wmm)sieve. 'i Hx ,� .,.Bedsit. y ng: Naturally of artift sally gred'ed mixturo of natural or crashed gravel, crushed stone, and.natural or crashed sand;ASl'QN X940;Qxce artlj 100 y pt percent.,passing a 1-inch (25-mm) f sieve and not more'thara 8 percent passing a No.200(0.075-rim).sieve. I. Drainage Fill: Crushed limestone similar to Missouri Highway De ar`tment T # by the Architect. 9 y P ype 4 as approved EARTHWORK 97.15 02300 2 s �. t r c .. "----... .—.—�-- f __i .._ z r t'�t,�"•d�4 .`.kT} s' :4�5'.. �.next�"r`ie .: is i rr t r ! f {• d �r� tlidc > t _ AwA�vlr+�” ��i�vr.rrvmsra�>a �d4w�aa-am.� �t ____ __ .! _ _.7 t\l.a r:•�;i' • i 1 PART 3 EXECUTION �PQEPAlRAT10N A. protect structures,utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, Undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or fro st. Provide 7 I protective insulating materials as necessary. C. Provide erosion-contmi measures to prevent erosion or displacement of soils and discharge of t F . soil-bearing water runoff or airborne dust to adjacent properties and walkways. _. 3 2 OEVIWATlERING H A. Prevent surface water and ground water from ontering excavations, from ponding on prepared subgrades. and from flooding Project site and surrounding area. # . I { B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. ' 1. Reroute surface water runoff away from excavated areas. Da not allow water to accumulate in excavations. too not use excavated trenches as temporary drainage f a ditches. 2. Install a de<+ratering system to keep subgrades dry and convey ground water away from excavations. Maintain until dewatering is no longer required. -- •. 3.3 EXPLOSIVES I c A. Explosives: Do not use explosives, __ { 3,4 EXCAVATION,GENERAL. k. Unclassified Excavation: Excavatlon to subgrade elevations regardless of the character of surface and subsurface conditions encountered, including rock, soil materials, and obstructions. 1. If excavated materials intended for till.and baciciill include unsatisfactory soil materials and rock,replace with satisfadory soil materials. 3:5 iEwXCAVATION t"�Z rTRIICTU ES A. Excavate to indicated elevations and dissensions within a tolerance of plus or minus 1 inch (25 mm): Extend.excavations a,sufficlent distance from structures for placing and removing concrete fommaiork,tor.instailing se'rvices and other opstructlon,and for Inspections. 1, Excavations`for Eao4lnps',a.nd 'Foundations: ©c.ryat disturb:bottom of excavation ' E�scavate;�y hand to final.erode jut before placing Concrete reinforcement. Trim bottofns to requlsgd lines and gradas to leave solid base to receive other work: 'md Tanks, Basins, and Meq�anical..or Electrical Utility `> 2. Excavation fd�; Udergroiu BtrircYurRS: ,Excavate t® ElevatCons and di ensigns Indicated witimin:a tole`ance of plus or minus 1 In (25.mrn): 'Do'cmot rlistuila' bottom of.excavations intended`tot bearing surface. } EARTHWORK 9715 62300-3 e'rl ill �. � )t 1 r } i , j 3.6 EXCAVATION FOR MLKS AN®PAVEl�TS 3 A. Excavate surfaces under walks and pavements to indicated cross sscUons,.elevations, and grade,. 37 EXCAVATION FOR UTiLIT(YNC4l= j t: A. Excavate trenches to indicated gradients.tines,depft, and elevations. 1. Beyond building perimeter, ex pate tmnches to allow installation of top of pipe below frost line. B. Excavate trenches to uniform widths to provide a wor8ctng clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 Inches (300 mm) higher —, than top of pipe or conduit, unless otherwise Indicated. j 1. Clearance: Minimum 92 inches(300 mm)on each side of pipe or conduit. i C. Trench Bottoms: Excavate trenches 4 Inches (100 mm) deeper than bottom of pipe elevation l to allow for bedding course. Hand excavate for bell of pipe. - ° 7 1. Excavates trenches 6 inches (150 mm) deeper than elevation.required in rock or other unyielding bearing material to allow for bedding course. r--ti 3.8 APPROVAL OF sUBORADE I ' A. Notify Architect when excavations have reached required subgrade. -2 B. if Architect determines that unsatisfactory soil Is present, continue excavation and replace with compacted backifili or fill material as directed. 1. Additional excavation and replacement material will be paid for according to Contract j provisions for changes in the Work C. Proof roll subgrade with heavy pneumatic-tired equipment to identify soft pockets and areas of excess yielding. Co not Y 9 proof roll wet or saturated subgrades. -, ;. D. Reconstruct subgfades damaged by freezing temperatures, frost, rain, accumulated water, or, i construction activities,as directed by Architect. t; 3.4 UNAUTHORIZED EXCAVATION "x I A Fill unauthorized excavation under foundations or wall footings by extending bottom elevation I of concrete. foundation or footing to excavation bottom, without altering top elevation. Lean - : concrete fill may be used when approved by Architect. 1 Fill.unauthorized excavations under other' construction'or utility''pipe as directed'.by y Architect. �}� f 3.'f0 BAWILf A .Place and com act.backfill in excavations P promptly,but,nat before completing the foil ovving h ; Construc#ion below finish 'grade including, where applicable, :Aampproofing, r " waterproofing, and perimeter ir►sutation. n; 2. Inspecting and testing underground utilities. EARTHWOaK 0715 :82300 a 9 05 i'A RM I f 3. Removing concrete formwork, 4. Removing trash and debris. S. Removing temporary shoring and bracing, and sheeting. 3.11 UTILITY TRENCH � f A. Place and compact bedding course on trench bottoms and where Indicated. Shape bedding course to provide continuous support for bells,joirO, and barrels,of pipes and for joints,fittings, and bodies of conduits. '- � 3 B. Backfill tmnches excavated under footings and within 113 Inches (450 mm) of bottom 'of footings;fill with concrete to elevation of trattom of footings, C. Provide 4-Inch- (100-min-)thick, concrete-bars@ slab support for piping or conduit less than 30 _ Inches (750 mr'n) below surface of roadways. .After Installing and testing, completely encase i�piping or conduit In a minimum of 4 inches (100 nom) of concrete before backfilling or placing ~ ==--roadway subbase. D. Place and compact Initial backfill of subbase material, free of particles larger than 1 inch (25 ` mm),to a height of 12 inches (300 man)over the utility pipe or conduit. i 3 1. Carefully compact material under pipe haunches and bring backfill evenly, up on both sides and along the full length of utility piping or condu'st to avoid damage or displacement of utility system. : f E. Coordinate backfilling with utilities testing. F. Fill voids with approved backfill materials while shoring and tracing, and as sheeting is removed. . G. Place and compact final backfill of satisfactory soil material to final subgrade. 4 3.12 FILL ; ,r A. Preparation: Remove vegetation, topsoil, debris, unsatisfactory soil materials, obstructions, L }} and deleterious materials from ground surface before placing fills. f B. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. ' C. Place and compact fill material in layers to required elevations as follows: i 1, under building slab, use,engineered fill or drainage fill. ±'- 2: Under pavements, use subbase material. . 313 MOISTURE CONTROL A. Uniformly mol.aten 'or. aerate subgrade and each subsequent fill or backfill layer before compaction to Within one percent below and five percent above of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or Ice. 2. Remove and replace, or scanty and air-dry, otherwise satisfactory soil material that exceeds optimum,moisture content by 5 portent and Is too wet to compact to specified . . !` Ary unit weight. r, t EARTHWORK •8715 02300-5 t r: 'f/if�149l�f'tll �t(mAuast.��w��rr>f�nuart. f , ' MJ 3.14 COMPACTION OF 13A9K1=ILLS AIVD fS A. Place backfill and fill materials in layers not more than 8 inches (200 Mm) in loose depth for material compacted by heavy compaction equipment, and not more:than 4 inches (100 mm) in � -, loose,depth for material c ompetAed by nand-operated tampers. _. ! B. Place backfill and fill materials evenly on ail sides of stnutlures to required elevations, and j unifomdy along the full length of each structure, C. Compaq soil to not lass than the following percentages of magnum dry unit weight according to ASTM D 698:(Standard Prxtor) 4 '! 1. Under structures, building slabs, :ate and � � g steps, pavements, scarify and recompact top 12 Inches (300 mm) of existing subgrade and each layer of backfill or till material at 95 percent. 3.15 GRADING -3 A. General: Uniformly grade areas to a smooth sur9ace, free from Irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and "elevations indicated. 1. Provide a smooth transition between,adjace nt existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface k tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Pavements: Plus or minus 112 inch (13 nim). C. Grading inside Building tines: Finish subgrade to a tolerance.of 112 Inch (13 mm)when tested -, with a 10-foot('r-m) straightedge. J } tr; 3.16 GRANULAR CQYURSES ` A. Under slabs-on-grade and pavements, place granular course on prepared subgrade and as f ' follows: t 1. Compact courses at optimum moisture content to required grades, lines, cross sections, and thl&.ness to not less then 95 percent of maximum dry unit weight according to ASTM D 1557. 2. Shape subbase and base to required crown elevations and cross-slope grades.. 3. When thickness of compacted course Is 6 Inches (150 mm) or less, place materials In a single layen ji 4. When thickness of compacted course exceeds 5 Inches (150,.mm), place materials in equal,layers,,with no layer,more than 6 inches (150 mm)thick or less than 3 inches (75 " rrim)thick when compacted. 3.17 FIELD QUALITY CONTROL A. Testing Agency: The . Contractor shall engage q qualified ' Independent geotechnicai engineering testing agency to perform field quofity-control testing. j EARTHWORK 9715 .02300 6, 4 , ' B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed berth subsequent earthwodt only after test results for previously completed work comply with requirements. t , C. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Architect. D. Testing agency will test compaction of soils in place according to ASTAA D 1556, ASTM D 2167, ASTM D 2822, and ASTM D 2937, as applicabie. 'Tests will be performed at the following locations and frequencies: 1. Paved and Building Slab Areas: At subgrnde and at each compacted fill and backfill layer, at least one test for every 2000 sq.ft. (IN sq. m) or less of paved area or building slab, but in no case fewer than three tests. r. 2. Foundation Wall Sackful: At each compacted backfill layer, at least one test for each 100 feet(30 rn)or less of wall length, but no fewer than two tests. 3. Trench Barkfrll: At each compacted Initial and final backfill layer, at least one test for each 150 feet(46 m) or less of trench length, but no fewer than two tests. 3 E. When testing agency reports that subgrades, fills, or W,ckfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required;-recornpact and retest until specified com paction is obtained. 3.18 PROTECTION M. A. Protecting Graded Areas: Protect newly graded areas from traffic,fraezing, and erosion. Keep free of trash and debris. 7. tf B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces became eroded, rutted, settled; or where they lose compaction due to subsequent -- construction operations or weather conditions. 1. Scarify or remove and replace soil material to depth as directed by Architect; reshape and recompact, iC. Where settling occurs before Project correction i period elapses, .remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. 1. Restore appearance, quality,.and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to the greater extent possible. 3.19 _DISPO;aa48.OF SST PLUS NO IMAPIE MATERI�IL.S A. Dis sal: Remove surplus, satisfaro t-- po rp ry soil and waste material, inciuding unsatisfactory soil, trash,and debris and legally dispose of it'off Owner's property. END OF SECTION 02300 e a, EARTHWORK EART x715 - .. ,a �,._...__ . y.. F:. 1 SECTION 02700-SEV1fERAGE AND pi�AlNA�G '. FART 1 -GENERAL I } � I RELATED 00CUYiEMS_ w� A. Drawings and generai'provisions of the Contract, Inc-biding the General and Supplementary Conditions and Division 9 Specification Sections, apply to this Section. 12 SUMMA -- i A. This Section Includes sewer, storm and trench drainage systems. Systems include the following: 1. Connecting new roof drain to existing storm sewer. 2. Connecting new trench drain to sewer system. ti -� 3. Installation of new trench drain and oil separator system, B. Related Documents: The following Sections and Drawings contain requirements that relate to this Section. 1. Division 3 Section"Cast-in-Place Concrete"for cast-ln-place concrete structures. 2. Division 1S Section"Plumbing Piping"for building drains. ! -j 3. Drawing ME 1: For scope of trench and.oll separator system. ! ` 13 . SUBMI'AAL_ ` A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sectlons. B. Shop drawings for oil separator and of'ter precast or cast-in-place structures. Include frames, E cover's, and grates. J1.4 QUALInt SSL R.ANCE A. Environmental Agency Compliance: Comply with regulations pertaining to sanitary sewerage and storm drainage systems. B. Utility Compliance.: Comply with regulations pertaining to sanitary sewerage and storm drainage systems. Include standards of water and other utilities where appropriate. 6;, O C. product ptions Drawings indicate sizes, profiles, connections, and dimensional requirements ; of system components. and are based on specific manufacturer types indicated. . � i manufacturers" products,with aqua! peerforrnance characteristics may ba considered. efer to „r Division 1 Section"Product Substitutions 1.5 PROJECT CONDITIONS A.: Site Infrirmation: Perform field survey and verify pAs Ing utility locations. B. Existing Utilities: Do not interrupt txistino utilities serving facilities occupied by the Owner or others exc6:pt when permitted under the following conditions and then only after arranging to provide acceptable temporal+utility services. ,t SMrERAGE AND DRAINAGE 971 02700.-1 .a..•t,::. ;t .��.�.. � r�.w.�..r. ... r.� ... « ( Y.3 . 1 �T�•,'L� S'°fi P�'a.S tt+'.��`�r rte'I It# .. t it s ,t �O:Er�L111�'Alll�YQ!#�9M�S/]�idY� o�wimr�re �� eni:it�u�ia•.i.�i�.rr.,�'�-�: _—._ __. _ _ it'r,:;_E,t'.jt I Notify Architect not less than 46 hours In advance of proposed utility Interruptions.,- 2. Do not proceed with utility Interruptions without receiving ArchItecVs Written permission. 1.6 SEQUENCIN9 AND SCHgp L G A. Coordinate sanitary sewerage system connections to Ctty of Jeffetson's sanitary sewer. B. Coordinate starni drainage system connections to City of Jefferson's storm sewer. P.M1 2-PRQ_DLLC_TS 2.1 PI ES AND E111INGS A. Hub-and-Spigot, Cast-Iron Soil Pipe and Fittings: ASTM A 74, service and extra-heavy classes,", y cast Imn, for gasketed JoInts. 1. Gaskets: ASTM C W4, rubber, compression type,thickness to match class of pipe. B. Polyvinyl Chloride (PVC) Sewer Pipe and Fittings,. ASTM D 3034, SDR 35, for solvent- cemented or gasketed joints. 1. Primer ASTM F 658. 2. Solvent Cement: AUM D 2564. 3. Gaskets: ASTM F 477,elastomeric seal. 2.2 GRATES I. Grates with manufacturees.designation "Heavy Duty,w equal to Neenah R49MAX Type A for Trench Drain and Neenah R-6672.-E for Oil Containment Pit(Oil Separatoo., PART 3-EXECUTION 3.1 EARTHWOR!S A� Excavating,trenching, and backfilling are,specified.In Division 2 Section",Earthwork." 3.2 PIPING AA3LICATIONS A. General: Include waterughtjoints. B. Refer to..PEA 2 of this.Section for detailed specifications for pipe and fiffing products listed Wow. Usd pipe,fittings and joining melth6is-accordin' g to the fbildwing a0plications. C.�� Pipe Sizes 4,to,6.Inches (100 toA 50 mm): Hub-and-solgot,servic' e cl�w, cast-iroh,soll pipe and fitthV�;.cbmpresslon-ty' g: kets; rid gasketed joints., Pe as a 21PING PPLIC."ATIONS 33 DRAINAGE A. Pipe Sizes*4 arid,6 Inched'(1 00.and,1.50 mm)': ASTM D 3034 'polyvin�l.chloride (PVC) sewer pi and fiffinus:wivenkement6d VVI ask6ted joints Pe t4 9 ,,,Joini;�dr,�_th,gaske and SEWERAGE AND DRAINAGE 9715. 02700 2 T z 3.4 INSTALLATION,CI~NERfi, A. General Locations and Arrangements: Drawings (plans and details) indicate the general location and arrangement of underground sekvF:rage and drainage systems piping. Location and arrangement of piping layout take Into account many design considerations. Install piping as indicated,to extent practical. i Install beginning at low point of systems, true to grades and alignment Indicated with B. Inst piping beg g facing upstream. Install gaskets, seals, unbroken continuity of invert. Place bell antis of f�ptng sleeves, and couplings at rtiiru� to manufactturees r+ecommendatio s for use of.lubricants, cements, and other Installation requirements. Maintain swab or drag In line and pull past each joint as It is completed, � C. U�proper size ect�,R reducers, and eduction o the sizle of piping In he direction of or materials of flow is prohibited. and and g l D. Extend piping and conned to building 's storm and sanitary drains, of sizes and in locations + Indicated. ,Terminate piping as Indicated. i G. Install piping chess down in direction of flow, at minimum slope of 2 percent (1:50) and 36- ` ppi g P Inch (1000-mm) minimum amber,except where othenqLse indicated. 3.5 TAP CONNECTIONS i and' underground structures so finished'worts conforms as ,. A. Make connections .o existing piping nearly as practical to requirements specified for new work. ��� B. Use carrimercially manufactured wye fittings for piping branch connections. Remove section of existing pipe, install wye fitting into existing piping, and encase entire wye fitting plus 6-inch (15o"mm) overlap, with not less than 6 inches (150 mm) of 3000-psi (20.7-iWPa), 28=day, , 1 _1 compressive-strength concrete. C. Protect existing piping and structures to prevent concrete or debris from entering while making tap connections. Remove debris or other extrane ous material that may accumulate. 3.6 FIELD QUALITY CONTROL. � {, . , A. Clear interior of piping and structures of.dirt and superfluous material as the work progresses. > ' Maintain swab or drag in piping and pull past each joint as it is completed. B Test newt"piping systems acid parts of existing systems that have been altered, extended, or �tt .repaired far.teaks and defects. ! '. r , ` s ] 1. Do not enclose,cover,or put into service before inspection and.ppproVal. , e according'to authorities having 2 Tent completed piping syst m , 3.' �ctie�tule tests, and.their inspect ions by authorities:having jurisdiction; with at isast 2g , k hours'edvarire notice. r { 4:,:, Submit paiate'roports for each test. �p * D OF SECTION 02700 EN � K C `.t .. - .. .. SEVVJERAGE AND DRAINAGE 9715 02700 3 Mirt . h,Y " 1 1 ' • w - I SECTION 02831 -CHAIN LINK FENCES AiVU GATES PART I -GENERAL 1.1 RMrLAYIrl013,��dtMEPJ`t'S ... A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUM-MAi�P A. This Section Includes the following: w 1. Galvantze-d-steel chain link fencing and gate: Remove existing fence, reuse fabric, add new posts and gate as indicated. i 2. Repair and replace existing damaged fencing Indicated to remain. B. Repairs of.fencing to remain include replacing or straightening of ('7) posts and replacing (2) •M i posts out of 126 R, of fabric and 13,posts. Reuse fabric. Also replace 10 ft. of bent top rail and (1)barbed wire support arm. Remove barbed wire. f 1.3 SUPIWITTALS A. General: Submit the following according to the Conditions of the Contract and Division 1 ? Specification Sections. C B. Product data In the form of manufacturer`s technical data, specifications, and installation Instructions for fence and gate posts,fabric,gates,gate operators,and accessories. � 1.4 PROJECT CONDITIONS 4. f A. Field Measurements: Verify layout Infon nation for fences and gate shown on the Drawings in -- ,.,. relation to the property and existing structures. Verify dimensions by field measurements. PART 2-PRODUCE'S t 2.1 FABRIC ty A. Steel Chaim-Link Fence Fabric: Reuse existing fabric where possible and supplement as �- necessary with matching material. f 2.2 FRAMING r ` A Type.I Found Posts: Match existing standard weight (schedule 40)galvanized-steel pipe posts �. conformino to'ASTM F 11083,,*=,ding to heavy industrial requirements of ASTM F-6690 Group,ipi :with mirsimu'di yield strongth of 25,000 psi, ss not le than '1.5 o;..of zinc per.sq. ft. Type A coating inside and outside;accordino to ASTM.F 1234,as:determined by ASTM A 90. r. B. Top Rail: If required to match existing, use manufacturer's longest lengths (i7 to 21 feet) with `} swedgeo-end or expansion-type coupling,approximately,6 inches long for joining. Provide rail ends or other rneens for attaching top rail securely to each gate comer, pull, and end post. t f C. ' Steel posts for fabric heights up to 6 feet: I 1. Round.Line or Intermediate Posts: 1,90-inch OD Type I or II steel pipe. 1 ' CHAIN LINK FENCES AND GATES 8715 02831 -1 Lo } i x a {'' l or 11 ste��! pipe. 2. Round End,Corner, and Pull(Posts: 2.37rinch OD Type ate leaf, or one leaf of a double-gate 1 11 a- ' rk single g D. Swing Gate Posts: Fumish posts to suppa 4: installation, according to ASTM F 900,sized as follows for steel and aluminum pipe posts: Steel Posts et and gate Deaf width: for fabric height over 6 fe ; 6 Feet: 2.875-inch CC pipe weighing at least 4.64 lb per ft. a, Up to and including 1 1 2 3 F1TTI�ANI9 ,ACCE_% I ASTM F 626. Mill-finished aluminum or galvanized iron or steel to suit a A. Material: Comply with A manufactUf0's andarcis. �e, hatdip galvanize pressed steel or cast-iron r ,cified 01 least ft, as determined by j i• Steel and Iron: Unless sP° ^- fence fittings and accessories with at least 1.2 oz. zinc per sq. ASTM A 90. B. Tension Wire: 0.177-inc.'�-d iameter meta etvire conforming to illc_coated steel marcelled tension ASTM A 824 with finish to match fataric. with a minimum of 0.80 oz. per sq- { C. Tie : 0.106-Inch-diameter(12-4a9e�galvanized steel age) aluminum to ASTM A 641.Ciass 3 or 0.14a insli-diameter(9-g ft.o(,zinc coating according i match fabric wire alloy i X50- 919 or equal,to wit's. ; —' lace barbed wire suPPOd amps. i ' D. Miscellaneous Supports: Reuse and rep VE Barbed Wire: Reuse or match existing. , S CONCRETE 2.d r ASTfd!C 150, aggregates per rtiand cement pe A. Concrete: Provide concrete consisting of Po c sacks of cemenf' per cu. yd., 1-inch i and table water. Mix �yaterials to obtain concrete etirth a minimum 2 ch -� ASTM C 33. i Use at least fOuc compressive strength of 3000 Ps I. size aggregate,3-inch Maximum slump. , 2.5 GATES } rimeter frames of gates from same. material and finish as fence framewoiic. A. Fatnrirate f rues b welding. �ravide horizontal and�eer4rcal rnetnba�tframeum mbers pss'ambla late fro Y ` gate oRe�ation and attachment of.fabrYc, hardwere, and accessones. Sp { g Indicated. I t maxisnom of 8 feet apart unlP°ss ott�ervriss Secure fabric at vertical edges 3 s 1, Fabric:.,Same as far (once unless fob bow m of arm with tie wiameter adjustabie� with tension bars and bar'ids of a/1f3-inch-di .', cross-bracing conslftir+ out sag or twist. 2; Bracing:: Install diagan-4 cry ler+�th truss�s on gates to ertisure frame rigidity 4 ( } rime#er'frames of.1.860-inch minimum GD Type, . up is 6 Foot High: Fabricate pe are galvanized-steel tubing weighing 1.8A lb l +r t. or 11,ste' 'plpe or 9-1/2-inch-sq sq•ft 3. Gate Hardware: Provide galvanized hardware and arrxo rtes for each gate according to thr�folla�Arint7, a„ ' 02831 2 ` CHAIN UNK FENCES AND GATE.► Yhc. Vh C.rM'u+iL>M+4^<A s.1•„t+v. lS.hW` 4 Id -.t° "d_.v�i.. 3 dR`+� 4 yy` . 5 V a. Hinges: Size and material to suit gate size, non-lift-off type, offset to permit 180- `'''y`` degree gate opening. Provide 1-112 pair of hinges for each leaf over 6-foot nominal height. b. Latch: Forked type or plunger-bar type to permit operation from either side of gate,with padlock eye as an Integral part of latch. PART 3_EXECUTION 3.1 INSTALLATION A. General: Install fence to comply with ASTM F 567. Do not begin installation and erection before final grading is completed, unless otherwise permitted. t 1. Apply fabric to outside of framework. Install fencing on boundary lines inside of property line. i B. Excavation: Drill or hand-excavate (using post-hole digger) holes for posts to diameters and ! spacings indicated. In firm,undisturbed or compacted soil. i' 1. If not indicated on Drawings, excavate holes for each post to minimum diameter Irecommended by fence manufacturer, but not less than four times the largest cross section of post. ? 2. unless otherwise indicated, excavate hole depths approximately 3 inches lower than post bottom,with bottom of posts set not less than 36 Inches below finish grade surface. C. Setting Posts: Center and align posts in holes 3 inches above bottom of excavation. Space a _ maximum of 10 feet o.c., unless otherwise indicated. ` 1. Protect portion of posts above ground from concrete splatter. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. , t3. Unless otherwise indicated, extend c.,increte footings 2 Inches above grade and trowel to a crown to shed water. " D. Top Rails: If required run rail continuously through line post caps, bending to radius for curved runs and at other posts terminating into rail end attached to posts or past caps'fabdcated to receive rail. Provide expansion couplings as recommended by fencing manufacturer. ' E Brade.A.ssemblles: Install braces at end and gate posts and at both sides of comer and pull \ posts. Locate horizontal braces at midheight of fabric on fences with top rail and at two thirds fabric height on fences without top rail. Install so posts are plumb.when diagonal rod is under. ._ proper tension. ' F. Bottom Tension Wire: install tension wire vrithin 6 inches of bottom of fabric before stretching ' fabric and tia:to each post,with not less than.:sama, gage and type 'of wire?; Pull wire taut, vAtliout sags. Fasten fabric to tension. wire with 0.120-Inch-diameter (11-gage) hog rings of sartre material and finish as fabric wire,spaced a maxim of 24 inches o.c. �{ G Top Tension Wire:, instal9 tension wire through post cap loops before.streQching fabric. Pull wire taut, without sags. Fasten`fabric to tension wire with 0.120-inch-dtametet (1 i-gage) hog z, rings of same material and finish as fabric wire,space a maximum of 24 Inches o.c. \i .. — H. Fabric: Leavd approximately 2 Inches between finish grade and bottom selvage unless otherwise Indicated. Pull fabric taut and tie to posts, rails, and tension wires. Install„fabric on' { , 02831 -3 CHAIN LINK FENCES A14D GATES 9715 ��' ���1�Ga�I1S��fa9'I�ISM1AItRliifQA'I�Itwsf�rww�Yfrauwwset� � 14. ta�.-- -_ __— _ _. .. :tic,:1.' F "7 security side of fence, and anchor to framework so that fabric remains under tension after ' s t pulling force is released. 1. Tension or Stretcher Bars: Thread through fabric and secure to end, comer, pull, and gate ; posts with tension bands spaced not over 15 inches o.c. J. Tie Wires: Use wire of proper length to secure fabric.firmly to posts and rails. Bend ends of wire to minimize hazard to persons or clothing. '} ' 1. Maximum Spacing: Tic fabric to line posts 12 inches o.c. and to rails and braces 24 ! Inches ox. K_ Fasteners: Install routs for tension bands and carriage bolts on the side of the fence opposite (I( the fabric sine. Peen ends of bolts or score threads to prevent removal of nuts for added security. f L. Barbed Wire: Attach support arms to new posts and install barbed wire. Pull wire taut and secure to arms and end posts. ! i 3 2 GATE iNSTALt.ATION A. Install gates plumb,.level, and secure for full opening without interference. Install ground-set ` items in concrete for anchorage, Adjust hardware for smooth.operation and lubricate -here ! >, necessary. Install gates according to manufacturer's Instructions, plumb, level, and secure. 1 z 3.3, ADJUSTING A. Gates: After repeated operation of completed installation equivalent to 3 days' use by normal traffic, readjust gates and gate operators and.controls for optimum operating condition.and safety. Lubricate operating equipment and clean exposed surfa,es. END OF SECTION 02831 3 r j CHAIN LIfdK FE1465S AND GATES 8715 62 31{ d t ' , fit "F++trw rWxltiwMkkWtAlvir+MJwxca.nAksi!sa'x.0='.0:a.:v,wt+ew,» ` a: .' . .. . F t Y I � " "4+`Zt rt✓For L.,...'( j } 7, i+st x f, ..R•...-.•^^^"+'i'T i"+e'!r+ru^^s+..�w«.�.�/"� t �. .::i "7 LlRi17f1lPJl `�' frliieioavea�flraev�r - .���_f___�_ •.•,. - .••. _ ., a_ j t R k SEC'nON 03300-c C—CONCROTE PART 1 -GENFX& a,1 9-L-6 19 939PSLYM.NL§ y A. DrvMrags and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. J I 1.2 SU.M!► fdY A. This Section sNcifiems cast-in puce concrete, including formwork, reinforcing, mix design, placement pmcedures,and finishes. itt B. Cast-in-place concrete Include m,the following' 1 f 1. Foundations and footings. 2. Slats-ors-grade. 3. Foundation wails. --- ` 4. Exterior pavements, including portions of pavements to be removed and replaced under Alternate No. 1. f _ . 1.3 SUBMITTALa A. General: Submit the following according to Conditions of the Contract and Division 1 Specification Sections. c B. Material certificates for mix design tests certifying that each material complies with or exceeds specified requirements. Provide certification from admixture m anufacturers that chloride ti;:i its { content complies with specification requirements. 1.4 QUALtT'tf/'!j!j.)Rl KC-E i A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards,except where more stringent requirements are,shown or specified: 1. American Concrete Institute (,4CI) 301, "Specifications for Structural Concrete for Buildings." ' 2. ACI 318,"BiAMI rig Cade Requirements for Reinforced Concrete" 1 . 3. Concrete Reinforcing Steel Institute(CRSI)"fAanuat of Standard Practice." ' B. Concrete Testing Service: Engage ra testing agency acceptable to Architect to perform material ev4luation tests and to design concrete mixes. • j C. Materials;and Instoti+ed work may require testing and retesting,at Any time during prpgress'of 'Work.' TesSz. Ifrdudirtgl retesting of rate cted materials for'Installed ,Work, shall be done at ContracAbes expense. J3 ,f ART ® -l �, WCS _ ' zj XORM TRIALS " A. Forms for Finish' onrxete: Plywood. metal, metal-framed plywood faced, or other acceptable (panel-type materials to provide continuous, straight, smooth, exposedi surfaces. �m CAST-IN=PLACE CONK.:RE rE ; .9715 03300- i � ""s`r`�A�1 :,y}y.�.l><,xcxu m tin^ ,.} .. .. ..... .., ...», ..............-........... ... ...•«n—..•.�..:..no-:r.,�, ;� nlL ; n,j'.: Mkt . '•.: r: ,.':.. : '.Jf ,.., ..: .:.! � �. q i i 4 t f Furnish in largest practicable sizes to minimize number of joints and to conform to joint system i shown on drawings. is B. Fora s for Unexposed Finish Concrete: Plywood, lumber, metal, or another acceptable material. Provide lumber dressed on,at least tWo edges and one side for tight fit. C. Form Release Agent: Provide commercial fonni�lation form release agent with a maximum of 350 g1L Volatile organic csompouihds (VOCs) that will not bend with, stain, or adversely affect concmte surfaces and will not impair subsequent treatments of concrete surfaces. D. Form Ties: Factofy-fabricated, adjustable4ength, removable or snap-off metal form ties � designed to prevent form deflection and to prevent spalling of concrete upon removal. Provide units that will leave no metal closer than 1-1/2 inches (33 min) to the plane of the exposed concrete surface. { 2.2 _ REINFORCING MATERIALS A. Reinforeft Bars:AST&(A 615 Grade 60 (ASTM A 61 S Grade 400),deformed. B. Steel Wire. ASTM A 82, plain, cold-drwwn steel. f C. Welded VVire Fabric: ASTM A 185,welded steel wire fabric. D. Supports for Reinforcement: Bolsters, chairs, spacers, concrete bricks and other devices for spacing,supporting, and fastening reinforcing bars ar:d welded wire fabric in place. 2.3 CONCRETE MATERIALS ` ' ? A. Portland Cement: ASTM C ISO,Type 1. 1 1. Use one band of cement throughout Project unless otherwise acceptable to Architect. .J B. Fly Ash: ASTM C 618,Type F. -�, C. Normal-Weight Aggregates: ASTM C 33 and as specified. (Provide aggregates from a single source for exposed concrete. 1. For exposed, exterior surfaces, do not use fine or coarse aggregates that contain substances that cause spalling. D. Water: Potable. + t ; +! E. Admbdures, General: Provide concirete admixtures that oantain not more than 0.1 percent chloride;Ions F Air-E'ntraining Admixture: 1ASTM C 260, cartifi+ed her manufacturer to be compatible with other � } requlmd admixtures. 1. Available Products: Subject to compliance with requirements, products that may be y Incorporated In the Work Include,but are not limited to, the following: #. a. Air-Tlte,Commix Construction Chemicals, - b. /►,ir=9lkix or Persna-Air,Euclid Chemical Co. C. Carex AEA or Daravair, W.R.Grace&Co. d. MB -VR or Micro-fir, Master Builders, Inc. e. Sealtight AEA,W.R. Meadows, Inc. t: A CAST IN PLACE CONCRETE � .,.. 971 ffi � � ` 03300.2 . � ., .. � ._...� .. . .......fie.+.... i �xs � a . ... T r �w .o. r i alka AER, Sika Corp. _ J G. Water-Reducing Admixture: ASTM C 484,Type A. t 1. Available Products: Subject to compliance with requirements, products that may be Incorporated In the Work include, but are not limited to,the following: ' a. Chemtard, ChemMasters Corp. M b. PSI N,Coimix Consinidion Chemicals. — C. Eucon WR-75, Euclid Chemical Co. d, WRDA,W.R.Grace&Co. e. Pozzolith Normal or Polyheed, Muster Builders, Inc. f. Mlietco W.R.,Metalcrete Industries. xt g. Prokrete-N, Prokrete Industries. h. Plastocrete 181, Sika Corp. I H. High-Mange Water-Reducing Admixture: ASTM C 494, Type t=or Type G. 1. Available Products: Subject to compliance with requirements, products that may be Incorporated in the Work include, but are not limited to,the following: _ a. Super P,Anti-Hydro Co., Inc. b. Cormix 200, Cormix Construction Chemicals. c. Euoon 37, Euclid Chemical Co. d. WRDA 19 or Daracem,W.R.Grace&Co. e. Rheobui►d or Polyheed, Master Builders, Inc. f. Superslump, Metaicrete Industries. PSPL, Prokrete Industries. h. Sikament 300, Sika Corp. I I. Water-Deducing,Accelerating Admixture: ASTM C 494,Type E. 1. Available Products: Subject to compliance with requirements, products that'may be t` incorporated in the Work include, but are not limited to,the fol lowing: y a. O-Set, Conspec Marketing.&Manufacturing Co. b. Lubricon NCA, Cormix Construction Chemicals. C.,` Accelguard 80, Euclid Chemical Co. d.` Daraset,W.R.Grace&Co. i e.., . Pozzutec 20, Master Builders, Inc. Accel-set,Metalcrste Industries. 2 d REt,ATED MAKE ffLA LS A Vaput•,k6tard6i- Provide vapor retarder thait,is,resistant to detedbr6tion.when tested accord' '': it ti to ASTM E 1,54. es follows: , 1 Pol�rethylene sheet not less than mile�U;2 mm)thick. B Iuid Mls;mbratie=lvvmtln Curl and Sealing ,�gm�aound i:i uid-t $ q ye membrane forming ,5 cunlig and sealing compound, (Tvto coats required.) f 1. Available !'roducts:: Subject tQ 'corripiienc6 �vlttt terlcflrements, products that may be Incorporated in the Work include, brit are not Iimiled to;the following. a.." Kure-N-Seal 0800 or equal es approved by the Architect. � '$ t CAST-IN-PLACE CONCRETE 8718 03300 3 ir z Yr r } } C a f c ■cavtw�•--�-- .—,... ts� ...��:....�;..e�.:�� .!, :.�..Y—:_�:...:.:".�`_�__.:_�' ... .r, ,. ' .. ,�, n�f.Cei'... ,...ar,F... r,...,_"'4.;3h=i s t J J{ ' C, Banding Agent:, Poi�inyl aGttate or acrylic base. � Available Products: Sul oet to camptiance with to uireifients, products that may tY jntfxtt�ted in the Work include,twt are not limited to- the totiowtng: ) Acrylic of StyreneutadienQ: i 1) Acrylic iBondcrete,The Burke CO. 2) Mm"Obond,Conspec klarketing and Mfg.Co. S) Day-Chem Ad Fond,Dayton Superior Corp. 4) SBR latex,Euclid Chemical Co. DaraweId C,W.R.Grace&Co. g) t•lomweld,A.C.Ham,inc. .�, • ) Everbond,L&M Construction Chemicals, Inc. 8) Ali-Set, Master Builders Inc. -- 9) Intraiok.W.R:Meadows, Inc. 4 ' 10) Acrylpave,Mletalcrete Industries. 11) Sono�rete, Sonnebom-Chemrex. 12) Stonlock LB2,Stonhard, Inc. 13) Strong Bond,Symons Corp. or damp Went materiel suitable for use on dry ; D.` . Epoxy Adhesive: ASTM C 881, twn-compo requirements. ' surtacas. Provide material type,grade and class to suit Project i } products thst may be 1, Avaitaisle products. Subject to comQiianc with rectu;cements, prod , rated in the Work include,but are not.lirnited to,the follving: in�x.►rpo a. Burke Epoxy M.V. The Burke Co. s b Speo-Bond 100,Conspec Marketing and Mfg.Co. c Rest-Bond (J-58), Dayton Superior. Y d• Euco Epoxy System#452 or#620,Euclid Chemical Co: Epiaxtite Binder 2390,A.C.Horn, Inc. f. Epabond;L&M Construction Chemicals, inc. F Conoresive Standard I.lquid,Master Builders, Inc. g W.R. Meadows, Inc ' h.' t�ezt-Weld.1000,. Meta. Industriys. Metco Hi-Mod Epoxy, a r Sik; ur 32 Hl-Mad,Stka Corp. , r- j' Stonhard Inc n i k. Stonset LV58 R-1300 Series, Symons Corp. tF ` F'RgE,o w ICS _!I�lC�J A�lD DESIGNING MlXFS w trial batch or u and strength of concrots¢�y either laboratory. �1.. Rrpp�re deaign mixes for Pac, type Gfied in .ACi w01. _ For the. trial-:batch method, use an'' eld :eatprience methods''as sp 4a>:ils�to Architect for preparing andtrepoPting.prnpci mix ; cJ inde a erox festirld agency eccep. V. s? designs. 1: pn not use the same testing sgsncy for.fie�in oufieme�ticon��n testing. weight. 2; it u�,e of fly,ash to nit exceed 25`perc 1 7 }. - . g, Submit written repo,. Archjtert of each con rodu ton ach ill prosspoosed mix designs t�ve ` days prior to:.sQ.art pf Work. Do r?ot begin p , ect. � ab ., . wen re4lewed by A rchIt v. to " . selgn rotas to;provide normal weight concre te �; with the.following properties as indicated on ed uies. s���$„ ., .. ''dr•�wings and''sch f t ,J 03300 i�4: , , CAST IN FLEECE CFOIdGR�TE _;, k �f�':` �..G.rt:'.,_Jy, h.K 5 r,k�f^rr . ?rt+ kr"^•"., 14i Y.,tr t "WWhS4.11�MJOs*lFtk?1...'*HbY`Ww�ww. .1 ,J Y: - i ! K �y�.0"�/Ahtt.s (3 a. y 7 p J C4 J tJ T 1 J f 1 } f y. f �f- 1, 4000 psi (27.5 MPa), 28-day compressive strength; water-cement ratio, 0.44 maximum (non-air entrained) for floor dabs and, 0.35 maximum (airentrained) for exterior - "> pavements. 2. 3000 psi (20.T MPs), 28-day impressive strength; water-cement ratio, 0.68 maximum , j (non-air-entrained'),for footings and foundations. } D. Slump Limits: Proportion and design mixes to result in concrete slump at paint of placement s as follows: 1. Romps,slabs,and sloping surfaces: Not more than 3 inches(15 mm). 2. reinforced foundation systems: Not less than 1 inch (2.5 mm) and not more than 3 Inches(75 men). 3. Concrete containing high range water-reducing admixture (superplasticizer): Not more than 5 inches (200 mm) after adding admixture to she-verified 2 - 3 Inch (50 - 75 mm) slump concrete. 4. Other concrete: Not more than 4 Inches(1 00 mm). E. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Architect• Laboratory test data for revised mix design and strength results must be submitted to and accepted by Architect before using in Work. 2.6 ,ADMIX(U i admixture or high-range water-reducing admixture (superplasticizer) in ,A. Use water-reducing g _ (, concrete, as required,for placement and workability. g, Use accelerating admixture In concrete slabs placed at ambient temperatures below 50 deg F (10 deg C). C. Use high-range waterreducing admixture in pumped concrete, concrete for heavy-use industrial slabs, architectural concrete, parking structure slabs, concrete required to be watertight, and concrete with water-cement ratios below 0.50. D. Use sit entraining admixture in exterior exposed concrete unless otherwise,indicated. Add air- entraining admixture at manufacturer's prescribed rate to result in concrete at point of T �' placement having total air content.with a tolerance of plus or minus 1-1/2 percent within the r following limits: 4 y 1. Concrete struc4ures and slabs exposed to freezing and thawing, deicer chemicals, or hydraulic pressure: a. 6 percent to S percent. Use edmbdures water reduction and set i�c;ceierating or. retarding in strict compliance with mariufacturer:s directions. 7, : COiV'CaETF i+AiXt�IG t A. .. Ready-Mixed Concrete: Comply with rtequirements of'ASTM 014, and as specifed. i ' 3: When air tempeiaiure is bet we 85 de0129 de9,C) �and.90 deg F {32 deg C), reduce { nixing an deliver y+iiri�e.fruity 14/2..hours to 75 minutes, and when air temperature is }z F r above od deg F(32,deg C), reduce mixing and delivery time to 60 minutes: u. x � . CA-ST-IN-PLACE CONCRETE 9715 03300 5 F (t } p, i i ''' PART 3-EXECUTION A. Coordinate the Installation of joint materials"vapor retardertbarriar, and other related materials with placement of fonu and reinforcing steel. j 3,2 _ A. Geneve: Design, erect, support, brace, and maintain formwork to support vertical, lateral, static,arm dynamic loads that might be applied until concrete structure can support such loads. i Construct forvrwaork so aancrete members and structures are of correct size,shape, alignment, ; elevation, and position. Maintain (onymworl. construction tolerances and surface Irregularities i complying with the following ACl 347 limits: provide Class A tolerances for concrete surfaces exposed to view. ( 2. provide Gass G tolerances for other concrete surfaces. _ i . . B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate ; 71 alignment,location,grades,level, and plumb work in finished structures. ,Provide for openings, offsets, linkages, keyways, recesses, moldings, rustic:�tions, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in the Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at Joints to prevent cement paste from leaking. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide tap forms or inclined surfaces where slope is too steep to place svncrete with bottom ' fortrms only. Kerf wood Inserts for forming keyways, reglets, recesses, and the like for easy _} removal. D. Provide temporary openings for clean-outs and inspections where interior area of fomn+vork is ' Inaccessible before and during concrete placement. Securely brace temporary openings and �] crete mortar. Locate temporary openings in fortes at set tightly t© for ns to prevent losing con inconspicuous locations. E. Chamfer exposed comers and edges as indicated, using woad;metal, PVC, or rubber chamfer a zr f strips fabricated to prrduce uniform smooth lines and tight edge joints.° F. Provisions for Other`Trades: Provide openings in concrete formwork to accommodate work of i , other.tride' s. Determine size and location of openings, recesses, and chases from trades ; '' prnti'iding surfi Items. Accurately place and securely support Items btYilt into forms. { G. Cleaning and Tightenl6g: Thoroughly dean forams and adjacent surfaces to receive concrete. Era l ; i emove'claips, , sawdust, dirt, or other debris just before placing concrete. Retighten JS forms end t.�racirmLi begore placing ronc;rete, as r uired, to prevent mortar leaks and,rrmaintain ; ` properalignment: , r1 PO REFt! T t LUIC C + ETAf�DEi�AR I S A. General. Plan vapor barrier sheeting In position:with longest dimension parallel with dlrec t an of pour. r� k B, Lap jolrmts S.In6es tt50.mmy and seal with manufacturer's recommended mastic or pressure sensitive tape: 1 CAST-IN-PLACE CONCRETE 03300.6 n+� 1 � _x 1 { (Y d 3•r '-r..kcr4st9a'kd•7vXa.+i\Arich<.M*�-�.n' .;y ,., tiy,.:,,� ; . ,'. "�c•.1+-..�....s+.•.�. r 1,�. .. .:. x ..'„ .:.,. t tr ., tf}N i4 ,^ sir �"�'y4�Ft� ,, K 'f X ai#,,.��.':•`. IN I r i ' z .r..t r ,;, •.S f .a , I�RfLi ��.e��ar�•w�.anr.:�— - - - - --�--�- -- .. o '. 1,. e.r . ,..-1.. ... w.,r .r..z s-s3V z 1 � i P 3.4 PLACING REIMF+ LIQEjb EN't I A. General: Comply YAM Concreto Reinforcing Steel institute"s recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement.and supports and as specified. 9. Avoiding cutting or puncturing vapor retarder/barrier during reinforcement placement and concreting operations. Repair damages before placing concrete. B. Clean rainforcement of loose rust and mill swie, earth, Ire, and other materials that reduce or de&W bond with concrete. C. Accurately position, support, and secure reinfomement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, soarers, and hangers, as approved by A hitect. ` D. Place reinforcement to maintain minimum coverages as indicated for concrete protection. Arrange,space. and securely tie bars and bar supports to hold reinforcement In position during , concrete placement operation►. Set wire. ties so ends are directed into concrete, not toward eVosed concrete surfaces. E. Instali walde✓d wire fabric in lengths as long as practicable. Lap adjoining pieces at least one full mesh and lace splices with'wire. Offset laps of adjoining widths to prevent continuous taps In either direc ton. E: A. Cons2ructi+on Joints: Locate and Install construction joints so they do not Impair strength or appearance of the structure,as accr pVable to Architect. ! _ B. Provide keyways at. least.1-1/2 Inches (38 mm) deep in construction joints in walls and slabs i and between walls and footings. Bulkheads designed and accepted for this purpose may be j used for slabs. . C. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints except as indicated otherwise. Lo not continue reinforcement through sides of strip placements. ' D. 'Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. ; ' E. Isolation Joints.In Subs-on-Grade: Construct Isolation joints in slabs-on-grade at points of contact between slabs-on-grade and vertical surfaces. such as column pedestals, foundation `� `. ,wally grade beams,and.other locatioria, as indicated. , _w ' t' Co ('Con4rol) Joints In Slabs-on-O�rade: Construct contraction joints in slabs-on-grade �. to form patrols of patterns as shown, Use saw cuts 1/8 Inch (3 mm)wide 6y one-fourth 6f slab x dep6crr Inserts 1/4 inch(8 rnm)wide by one=f©urth of slab depth, unless otherwise indicated. �cantraction joints In unexposed floor slabs may be formed k►y saw cuts as`.soon as ssible after slab finishing as may be safely done without dislodging aggregate. : 2. If joint pattern Is`not shown, provide joints not exceeding 15 ft. (4.5'm) in either,direction and located'to nfomn to bay spacing wheraver possible (at column centedihes, half bays.'.tlilyd(Days). CAST-IN-PLACE CONCRETE b715 03300 7 J �` t y��i`r,.rt..�t>i'1.s�S.,,a... ..u r.,s...;i ..3�,, + r:._.. t t lu•:;/i f . . i 1� , r r ( t r f fAYll TlR7"1�9RfNb�lmlr,i+ ---_ir�wro®mr��.ear l�a�¢r rrj�iY = f..__._ + _ +• .+. __ •il.lu' t.., _ yy(( s �.a BMW i J 3,6 ff PAR���IG lr�F�M PlDR AG_ . .r A. Gectera{: "t contact.surfaces of forms�wlth an approved, nonres{duat, low-VOC, form- coating Campound befolm p{adrvg reinfoivgment. B. not eltrnw exctasS forrrt-ctiating material to acc rnulate in fornns cr come Into contact with In- ain:it v4ilch'fresh Concrete will be placed. Apply according to place conomte Surfaces ag 1 manufacturers VnstnsCtions. �. Coet steel forms,with t;! norraining, rust-preventative material. Rust-stained steel fomw orts Is not accrrptablfs. � 37,..__CLiE ! .. . ' ion: Qefors placing a oRcrete, inspect and complete formwork Installation, reinforcing A. Inspe trades to molt Installation of their steel, and Items 3o be embedded cr cast in. Notify other. permit wow B Genomi: Comply with "Guide 304, "Guide far Measuring, (Nixing, Transporting. and Placing Coricrete,10 and as specified. ` C: Deposit cortcrafa c�ontinr,}ously or In layers. such thickness that no new concrete will be placed ., --} on cx�riCrete tihat kuas hardened suffidently to cause seams or planes of weakness. If a section cannot be placed continuously, provide cx�nstn,ction joints as specified. Deposit concrete to avoid segregation at its final location. D. Placing,Concrete In Form: Deposit concrete in forms in horizontal layers no deeper than 2¢ Inches', (600 1,nin) and in a manner to Avoid inclined construction joints. Where placement wrists of several layers, place cacti,layer while preceding layer is still plastic to avoid cold joints. 1, Consolidate placed concrete by mechanical vibrating equipment supplemented by hand- spad'sng, eaddirrg, car tarvrpi�ng. Use equipment and procedures for consolidation of ; concrete co with ACI 309, i Do not r vibrators tU transport.Concrete insido forms. In,ert and withdraw vibrators } 2 vertically at uniformly spaced locations no farthe than the visible effectiveness of the netr�i2e. aced layer and at least 8 inches (150 { machine. :Place vibrators to rapidly pre � ' min)'Into preceding layer. Do not insert vibrators into lower layers of concrete that have begran rrrtian, limn d uration to set. . At each ins of vibration to time necessary to „ consolidate concrete and timp ete embedment of reinforcement and other embedded , items w{thout causing mix to segregate. Garrcrstra Stabs: Deposit and consolidate concrete slabs in,a continuous operation, ` E Fl rig .. ,. witfiin limits of r nstnrction Joints, until,complating placement of a panel or section. {k t Consolidate ctJncreta;dining placement operations- rid that coricrBte is thoroughly vir®rked • around reii�6i6ement,tither�mlaedd ici and into corners. slab,surfaces to Cow level h ai,straightedge and strike off. 'Use bull floats or i> daibae+s ta'smaotl,surfaaa tf43e of humps or ho{tow. .;Do oat disturb.stab surfaces prior to { beginning finishing`ope a ons; AAaintain re nforring im proper pcssition on chairs dewing Concrete placement. F, .. Cold-Weather Placement: Comply with provisions of A�Ci 306 and as follows., Protect conr. ete ' ( s{cai damage or reduced strength that could be caused by frost,'freezing actions, { j v�ioric trorui I ►! or low 8emperatures. YY i �'` CAST-IIV P" CE CiUNCFtE'I'E 9719 03300-8 ��C.+_'LdG�>.t sti�, .•a1.aJti.'yt Sv's��lav',•Sv !,: Fi � � ..F -� ' < ° r' ',u r is 1 t t �t, ..E i G. When air temperature has fallen to or is expected to fall below 40 deg F (4 deg D), uniformly before mixing to obtain a concrete mixture temperature of not less . heat water and aggregates g than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement. �t. Lao not use frozen materials ar materials containing ice or snow. Do not place concrete on frozen subgrade or on swbgrade containing frozen materials. 2. Do not +ase calcium chloride, salt„ or other materials containing antifraeze agents or chemical accelerators unles.-,otherwise accepted in mix designs. H. Hot-Weather Placement: Mien hot weather conditions exist that would impair quality and r strength of concrete,place concrete complying with ACI 305 and as specified. w. ; 1. Cool Ingredients before mixing to maintain concrete temperature at time of placement to below 9th deg F(32 deg C). Mixing water may be chilled or chopped Ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of miring water. Using liquid nitrogen to cool concrete is Con+Uactor's option. 2. Cover reinforcing steel with water-so aked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature Immediately before embedding , E In concrete. 3. F spray forma, reinforcing steel, and subgrade just before placing concrete. Keep : Fog " subgrade moisture uniform without puddles or dry areas. ` . 4. Use water-reducing retarding admixture when required by high temperatures, low tumidity,or other adverse lslacing conditions,as acceptable to Architect. I 3.8 EiNlSirill►fG FQMED At11?Fa4g( S • i A.- Rough-Formed,Finish: Provide a rough-formed finish on formed concrete surfaces not exposed to view in the finished Work or concealed by other construction. This Is the concrete. suifacra having Texture imparted by form-facing material used, with tie holes and defective areas repaired and patched, and fins and other projections exceeding 114 inch (&mm) In height � c' ;t subbed down or chipped off. i B. Bmooth-Formed.Finish: .Provide a smooth-formed finish on formed concrete surfaces exposed to view or to be covered �xith a coating mater",al applied directly to concrete, or a covering -- Sy 'material.applied directly to concrete, such as waterproofing, dampproofing,.veneer plaster, painting, or another similar system. This is an as-cast concrete surface obtained with selectedI fonrn-facing material; arranged in,an orderly and symmetrical manner with a minimum of seams.. Repair and Batch defe ctive areas with fins and other projections completely removed and.smoothed. �. 3.9 M0Nl3L WHIG atltB F1NI§H S A Float Finish: Apply fl oat finish to monolithic slab surfaces to receive trowel finish. ' 1: After screeding, consolidati,ig' and to-461ing concrete slabs, do not.work surface until ' roady� for fla�ating., in floating, using,float blades or float shoes only. when surface wsalor.has disappearasl, ar av rh concrete has stiffened suffidentlY to permit operation of , x „ pow e=cirjveh floats, or both.' onsoitde+te surfa`i with'power-driven floats or by hand ' floating if area is small or lr jar .bleu topower units. Finish "surfaces to tolerances of FM 8;;(Floor flatness) and :F(L) 15 (floor, levelness) measured. accoreiIng to r AS'fM: 115.5 (ATM 17 55M}. Put dawn high spots and fill low spots. Uniformly slope srrfaces to drains: : immediately. after leveling, refloat surface to a uniform, smooth,granular texture. z B , Trowei Finish (Interihr Stabs):' AppiY a trowel finish to monolithic slab surfaces exposed to'` view, E..r CAST-IN-PLACE CONCRETE 97.15 03300,-9 f i f 4' t ! 'After float floatir , begin first trowel-finish operation using a power-driven trowel. Begin final r� produces a ringing sound as trowel is moved over surface. t i troweling when surface prod Consolidate concrete surface by final hand-towe ling operation, tree of trowel merits, uniform in texture and appearance, and finish surf8c s, to tolerances of F(F) 20 (floor ° flatness) and r.(L) 17 (floor levelness) measured' according to ASTM E 1955 � (ASTM E 1155M). Grind smooth any surface defects that would telegraph through i ! applied floor covering system. f C. Noniip Broom Fin (Exterior Pavement): Apply a nonslip broom finish to exterior pavements and eisewlaerm as Indicated. 1. Immediately after float fltais'hing, stightiy roughen concrete surface by brooming with fiber gristle broom perpendicular to main trriftic:Route. Match finish at adjacent pavements. 3 9a CUNC�IwTE_cDRING AW®P_H0 '}ECTlf3 teat frmshi laced concrete from premature drying and excessivee cold or hot A. General: Pro y P temperatures. In,hot, dry, and wiix ing operations with an weather protect concrete from rapid moisture loss before and during finishn evaporation-control material. Apply according to manufacturer's lnsbuctians after scree;iing and bull floating, but before power floating and f, troweling. i B. Start i►titiai curing as scan as free water has disappeared from concrete surface ages placing } -- continuously moist for not less than 7 days. and finishing. Vtealher permitting, keep 1 . ' ` sect interior slalom and on exterior slabs as follows: Appiy.,curing compound on expo t. Apply curing compound to concrete slabs as soon as final finishing operations are i complete.(within ?. hours and after surface water sheen has disappeared). Apply ' uniformly n continuous operation by power spray or roller.according to manufacturer's dlrasions. fiecoat areas subjected to heavy rainfall within 3 hours after initial appiic;ation. Maintain cnntlnuity of ccetirig and repair damage during curing period. . 2,; Appl 'secoct�l exrat of curie and pealing compound to new interior floor stab 7 days } ` preceding sub�tantiai completion. rside of beams, D. Curing. For, Surfaces: Cure formed concrete Surfaces, Including unde $ su�jy�zted'sis s, and,6ther similar surfaces, b�► moist curing with forms in place for the full ! curing lJeriO� ar until farms are removed. If forms am removed, continue curing by method ` spadf:ed above. lDnformmd ?urfaces: Cure unformed surfaces, including slabs, floor topping, and other ! rlt H. ', Curing flat surface, by applying the appropriate curing'mead. 319 E¢3 Mfat/tNt3 Ftl } A G rier a1; Fon iarit not supporting weigh of conc reie,Bch e sides of beams,walls, columns, `:and similar parts of thQ.worst;rrray toe removed tafier rarmuiatively curing 9t not less than 50 deg ' 3,t F(10 deg C).for,24 hours afar pla6,tg concrete, provided concrete is sufficiently hard to not be s, damaged, by Wim-removal`©peirations,,,and prrlyided curing and protection operations:are ' {j `, rnalntain�i r �s z Y A. patching C, foctive'Areas: repair and,patch detective areas with cement mortar immediately p r after removing forms,when ac ceptable to Architect K }: CAST-IN PLACE CON CRETE 8115 03300 10 Va`t's jj SD l r .e.kU ,>, � :�;• a..d. {� t t 2 ..r rz.. t - .v'nF;tai : 1 t - i B. (Nix'dry-pack molar, consisting of'one past portland cement to 2-1/2 parts fine aggregate passing a No. 16 me>h (1.2 mm) sieve, using only enough water as required for handling and ' placing. 1. Cut.out honeycombs, rock pockets, voids over 1,14 Inch (6 mm),In any dimension, and � holes left by tie rods and bolts down to solid c ontrate but in no case to a depth less than -- t 1 Inch (25 trim). Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brash-coat the area to be patched with bonding agent. Place patching mortar before bonding agent has dried. 1 2. For surfaces exposed to view. Fiend white portland cement and standard portland cement so that, when dry, patching mortar will match surrounding color. Provide test areas at Inconspicuous locations to verify mixture and color match before proceeding , with patching. Compact mortar in place and strike-off slightly higher than surrounding surface. C. Repairing Formed Surfaces: Remove and replace concrete having defective surfaces if , defects cannot be repaired to satisfaction of Architect. Surface defects Include color and ! texture Irregularities, cracks, spells, air bubbles, honeycomb, rock pockets, fns and other �- projections on the surface. and stains and other discoloration that cannot be removed by cleaning. Flush out form tie holes and fill with dry-pack mortar or precast cement cone plugs � secured In,place with bonding agent. 1. (Repair concealed formed surfaces, where possible, containing defects that affect the j concrete's durability. If defer cannot be repaired, remove and replace the concrete. D. Repairing Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness:and verify.surface tolerances specified for each surface and_finish. Correct !ow and high areas as specified. Test;unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having the required slope. t, � . z 1. Repair finished unformed sut7aces containing defects that affect the concrete's durability. Surface defects Include crazing and cracks in excess of 0.01 Inch (0.25 mm) j wide or that penetrate to the reinforcement or completely through nonreinforced sections regardless of widths spallin . popouts, honeycombs, rock r'9 g y pockets, and other ,-- objectionable conditions: 2. Correct s area in unformed surfaces by grinding after concrete has cured at least 14 days: r: r" 3 Correct low'areas In unformed surfaros during or immediately after completing surface. t finishing operations by nutting out low areas and replacing with patching,mortar Finish repaired areas to blend into adjacent concrete. Proprietary underiayment compounds may be used when acdeptable to Architect. ~ t 4. Repair,defective areas, except random cracks end single holes not exceeding 1 Inch,(25, t mfi) In diameter, by'cutting out and replacing with fresh concrete. Remove defective }k areas with clean, square cuts.and expose reinforcing steel with at least 3/4 inch (19 mm) de's:rance,all around. Dampen'crmcrrte surfaces in contact with patching concrete and ? app iy bonding agent. 19iCiz patching conc:rete.of same mateddIS to provida concrete of �. Mme or rirass, 'as original concrete. :Place, compact, and finish to blend with Y adji+60t fi:ished concrete.'ure Iii soma'manner as'adjacsnt concrete. u 3 random, ci single boles 1 inch (25 mm),or less in diameter by dry-pack method. Crooaie tpp of cracks and cut cut hales to sound concrete,and ctean.of dust;dirt, and r' 60006 particles.':Dampen cleaned concrete surfaces and apply bonding compound. 'Place:dry • j k pack before.bonding agent has dried. Compact dry-pack mixture in place and ifinish to match_ i adjacent concrete. peep patched area continuously moist for at lesast 72 hours. h CAST-IN-"CF CONCRETE 9715 '03300- 11 a� l .-._... .:....� 1 P, ism z ! r '.d S -,:=:st..,;,A, 'y.in,•. ..:.Sic,e'a:,zfeZ ii<+,6,iI:;.�Frliw ti-: fici ,.,r3 at. itx.ei�u�. ✓ Sa' l.�f���n.a� ;nov�i �• " iz�—'_ ! � 1 k p F. Perform structural repairs with prior approval of Architect for, method and procedure, using specified epoxy adhesive and mortar. G. Repair methods not specified above may be used,subject to acceptance of Architect. '-� G fD�Q.Cb51 UC QN � 313 �l@�.if����� �. A. General:. Employ a testing agency to perform tests and to submit test re ports. B. Sampling and testing for quality control during concrete placement may Include the following, as directed by Architect. i 1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94, a. Slump: ASTM C 143; one test at point of discharge for each day's pour of each type of concrete; additional tests when concrete consistency seems to have changes!. b. Air Content: ASTM C 173, volumetric method for lightweight or normal weight J concrete;ASTM C 231, pressure method for normal weight concrete; one for each day's pour of each type of air entralned concrete. C. Concrete Temperature: ASTM C 1054;one test hourly when air temperature Is 40 7 ; '• deg F(4 deg C)and below,when 80 deg F(27 deg G) and above,and one test for each set of compressive-strength specimens. d. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive-strength test, unless otherwise directed. Mold and store r �gtindets for.laboratory-cured test specimens except when field-cured test specimens are req uired. spa e. Compressive-Strength'tests: ASTM C 39; one set for each day's pour exceed ing. 5 cu. yd, (4 cu m) plus additional sets for each 50 cu. yd. (38 cu. m) more than the first 25 cu. yd. (19 cu. m) of each concrete class placed in any one day; one ' specimen tested at 7 days, two specimens tested at 28 days, and one specime n retained in reserve for later testing If required. than five strength tests for a given class of 2. When frequency of testing will provide fewer concrete, conduct testing from at least five randomly selected hatches or from each i 'batch if fewer than five are used. 3, b!►hen total quantity of a given,class of,concrete is less than 50 cu. yd. (38 cu. m), r, 4 Architect may waive strength,testing If:adequate evidence of satisfactory,strength:is provided. 4, , When strength of field-cured cylinders Is less than.85 percent of,companion laboratory- t , cured cylinders, evaluate current operations and provide corrective procedures for protecting and oaring tide in-place concrete. 5. Strength level of concrete will be considered satisfactory If averages of sets of three ' f consecutive strength test results equal or exceed specified-c 0 mpressive.strength and no + ` ` Indivldunl strength test,result falls below specified compressive strength by more than ' t 500 psi (3.4 Nlha). : C.. • TeA results will be reported In writing to Architect,.Structural Engineer, ready-mix producer, ` and Contractor within 24 hours sifter tests. Deports of compressive strength tests shall contain date of concrete placement, name of`concrete; the Oroject'identification name and number, testing;service, concrete type and class, location of concrete batch in structure, design` 4 cxarnprassive. strength_at 28 days, concrete mtac proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests. °. Utz tt r r t Cp3300 12 1 CAST-IN-PLACE CONCRETE 9715 f : � 7 , 7 -777 "/ 2�' :+"".k"n�v¢un+RL1.•e.=3.s+P+K.4s Ge*er4q'4r."s '^". ,'" i .» .. ��,,.�- ��{{rr xa t`7:5 •t.; i. ,• 1 t '..r. s¢:.tc,y ..,;.tit 5 i.6 pt7 .r .. ., r# S�IaW�11i131�1itailad�n�i��rw", y ---------7,----- t. -" .. . . %5 .. .. r-.... .r,.�.r.ru r.....r.r;—...............-.,:._......_....-.--�,......«a-..._......-...-....._...�...«. ....-,..... —. .._-.- ...... -..... ..._ ... .»..._._......-.. _.__._. «-_-....«...---. ter.. .. . . I f . ..... .. t P ', ' .� ,. i a 1 �-.. D NorydP.struc�ive'resting: Impact hammer,•sonoscope, or other nondestructive device may tie.. : f Permitted but shall not be used as the sole basis for somoance or rejection. �4 - .; .. b I 1 1 E. Aicitionel Tests, The tsstin� urgency will imake additional tests of in-place concrete when test '_.:: pub Indicate sp�edf od concrete stren0tlrs and other charactedstics have not been attained In tPre strucdure, as directed by Architect~ Teirg agency may conduct tests to determine adequacy of concrete byr,cored cylinders complying with ASTIN C A2, or by other methods as directed. ,— END OF SECTION 03300 it .i i 1, • ;i S . ! , . t .. , i . t ,.. {.f ! r k � .. .o ':5 ..I'll j I:. • .. .- • J": .. ... '...�: • ,. , ' .' i, 4.Cy, �t 7 ! � 11 '' ! . f .i" ..t v ti f;, If t .� r t 7 ! rJ .. j :. t It f. ..i. i is f� n n XE P T9`J% J I r F a '`ad ktf T t 1i t r 7, ! I.:r ,. i ) .� 4 i .t CCi�i ..'ix tt 1 S ! 1 ' Yt ! r; t �',j7 !'.i . ,d.k t �r F t .r IS ri � � p v h.+i r v t+ {t try ! f r fik ,11 +s i c 4i 4�f ,1g.-,f, jt r'i• l t r � li� t a ::tai S v z ,(� v 1. •g�, ; t '.!v x i �! 1. 7J { "1'1 4{ 3'� r t '.. J Fr i ;11 y 5\ k ' ; k J i E x r, ' i t !( t F . 5�kz 1 :r4 f a � 4(4[ii i�:, r t :y` f J. tik If `J `t , r r I e t1 iS 11 Itv i .f"71 t r. ar 11 �z r y ay !� i c �v i , /. v .1 t i .4 ?i tt(r 9 P fr t i i 1 c 1. fJ s 4 ' .11 r i Yi' ' }fr''' do 1 r t z �"'"` c }� '.fi ft rat 4 1 7 . �. 1' k t h r „i ., i j :1 bf ' , 1 iI F .. ! ! /I' !11. I . ' ' ,. ' J. .. .. '.i. .. 1`�.11 0 111C- J 4 — .. r.:I ii 1'r I A, CAST-IN-PLACE CQt�ICtRET� � Efe't r'� �at �,.;�" Jyf��ltk r +J _ .41r �: ,•f r, P. ! "°mow:r8 .h.v'✓mira�. ».s ' 1 .rz t.11 w P N W *st i z Ay 3"kt 5 t v}. d+d� f t ! i { . s ,t + , t . . ! .t; '.`r*!h"rikY' ' .r'1.1�` , , t�c a..' 11 y 1*,�fr,; y�*. A s y .. t r x�'{ +` r . t :'4 �Jr k s tl F t i ` r .;1 (� Y�P.,.1'P i� f �.5�2 1b �k Lt.: 4 { Y 1 1 ,�11 W ! j { H p :31 R $? -kt}J[ X s c :g, e { ' { ! f G t t J ,t': .� J:{ xqr�2x t fj $r. { t} .7 i I t ti' F i! b t .tt5 "Cn t't.a:',�1�}v- 1%4 tiE{.„1. >i �v lE _.. .}: �' } t s ' r a- rid ; 1'tlr �' ,r Y�,c �i i.j r .l.P r Y r v; 4 1 '> k .4 i 1 r Yi F j ,11 1.s. a . � .j,..,t*.. t !nd v ,�k A, !- :: ..� d;� f ;: rr i v f -...r`:;t� rYSz. i rf,. .,.{i' r' .�l. +vr .k.'J 7F ! vk 5rI24, i :t {, SECTION'100-fJ1ET,L.E'A If:Ae't'!O,(tea PART 1 . GI+N9: ..: 1 1 is LATER DOCI.Ii41iwNT3 A. orawings and general provisions of the Contract, Including General and Supplementary Conditions and Division 1 Specification SeWons, apply to this Section. i 1 2 SW M_AiI t1C ! A. This Section Includes,the following: ` t (1 1. Steel framing and supports for overhead doors. 2. Pipe boliards. 3 B. Related Sections include the following: 1 �a 1. Division 2 Sectlon°Drainage for metal gratings. 113 -_ PROJECT CONDITIONS A. Field Measurements: Where metal fabrications are indicated to fd walls and other construction, verify dimensi©ns by field rneasr,iements before fabrication and indicate measurements on Shop Dra�rin�s. Coordinate fabrication schedule with construction progress to avoid delaying # } the Work. ,} 1.•4 COORDINATION A, Coordinate Installation of anchorages„ for metal fabrications. Furnish setting drawings, i t ' templates, and directions for installing,anchorages, including sleeves,.concrete inserts, anchor - boKs; and item) with integral anchors-.that are to be embedded in concrete or masonry, ` Deliver such items to Project site,in.time for-Installation. PART 2-PRUDUCTS . . g;1 ' __ METAL, ,,_GEPIERAL —_ ' --� A Metal.,Suriaoes,:General: For metal fabrications &posed to,view in the.completed,Work, i ..•, Do not use materials with ' � - provide. materials with.smooth.,flat surfaces without'blemishes: .t 1. exposed pitting;seam rrrarks, roller marks, rolled trade names, or ro hnes.►: (� ; }! 1 € _ L.t 2.2 FEE{ROIDS IyETA!S. A Steel Elates,Shapes,.and ears .ASTM A 36/A 36Eat B . Steel Pi ASTM A,53, standard,weight (Sc edule�0); unless another weight is indicated or requirq,:d.,r strl chiral loads o t Z3 PAINT ; �yxrvi itic" A Strop Primers'Pmvide primers that complywith Q,Ivision 9 8edion"Painting a�t B Sljop Primer for'Ferrous tNetai. Fast-cWng,lead-and ohrornate-free,universal modified-atfcyd �' �>• primer complying with performance requIreinents In FS T7. sefeded far good resistance 4 v C X t y O s 9715' 05500 Ott t t METAL FABRICATIONS ` f�Y* Cf s a .> r. i ~r '} k'i§� L'N k• 4 �? »t xi33'">�YS.��+^ g, .ds .`)z j .—....�....��: `^'''S"" r s�%3 X�''yF,:=3435���C"+'+-�z1�tF'�'•.�.�'."'�'•'1' ,.� x R7, Rew f' J 4a8$c+r"�,, a i, yf} b i 7�; ! t i', � 7• ..y.: S ,3, �t r��y4 Y t•. _ .K t`t _ _ _ ,,..,.. -.4���a F ' to normal atmos heric ,• P corrosion,ion, compatibility with finish paint systems Indicated, and capability to provide a sound foundation for field-applied topcoats despite prolonged exposure. T-.. R• F.... A. Ganeral: Provide Type 304 or 316 stainless-.steel fasteners for exterior use fasteners with coating complying with ASTM B 633, Class Fe2n 5, where built int zinc-plated wags. Select faneners for o exterior type,grade,and class required. �. B. Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A (ASTM F 568M, ern p ert Class 4.6);with hex nuts,ASTM A 553 (ASTM A 563M);and,where Indicated, fiat washe . Y C. Anchor Botts: ASTM F 1554, Grade 36. rs. D. Plain Washers: Round, carbon steel,ASME:B18.22.1 2.5 GR+Ol1T i j A. Non-shrink, Nonmetallic Grout: Fact E grout complying with ASTM C 1107. Provide grout specificallyirecommend d by nongaseous for interior and exterior applications. d by manufacturer --- 2.s i A. Concrete Materials and Properties: Comply with requirements In Division 3 Section "Cast-in- `: } Piac Concrete for normal-weight, air-entrained ready-mix concrete with a minimum compressive strength of 3000 psi(20 MPa), unless otherwise Indicated. 28-day 1 . ... ' A. Shop Ass einblY: Preassemble items In S a,f hop to greatest extent SP and assembly. Disassemble units only as necessary far shipping and handling M_ limitations. Use connections that maintain structural value of joined pieces. Clearly for reassembly and coordinated Installation. ariY mark units B• Shear and punch metals cleanly and acetirateiy. Remove tw Ease exposed edges to a radius of approximately 1132 inch (1 mm), unless otherwise i Fong `bent-metal comers to smallest radius ndicated.. otherwise impalring work: possible without causin { ` g grain separation or I D• Weld comers and seams continuously to comply with the following:., is 1• Use materials and methods that minimize distortion and develop strength and cor + resistance of base metals. osion 2. Obtain fusion with undercut or overlap. 3• ' ReM9ve welding flux Immediately. 4: At;exposed connec#ions, finish exposed welds and surfaces smooth and blend roughness'shows after finishing and contour of welded surface matches that of'ad acerp.. surface. E. Provide for anchorage of type indicated,.coordinate with spate anchoring devices'to secure metal fabrications'ri idl supporting and -Fabricate and z loads 9 Y p sup indicated � \ J METAL PAB'RICATIONS t � ' 41715 05500-'2 rd A 9 .r.x.:wawus Mil" tv"1 3. t y. , F. Cut, reinforce. drill, and tap metal fabrications as indicated to receive finish hardware. screws, and similar items. . ' G. Fabricate joints that will be exposed to weattier in a manner to exclude water, or provide weep , holes where water may accumulate. i t i H. Remove sharp or rough areas on exposed traffic surfaces. 4 Xt c�nnectionS with hairline joints, flush and smooth, using concealed fasteners I. Form exposed —� where possible. Use exposed fasteners of type Indicated or, If riot indicated, Phillips flat-head w; (countersunk)se m"or bolts. Locate joints where least conspicuous. a r_Fr =I�J�C)l9��lRAi4liNG pip UPPQRT iFr3R� C IONAL O�1=RN�AI3 f9! 13 7 �. A. General: Provide steel framing and supports that are not a part of structural-steel fram��+rrork as necessary to complete the Wdek. � t3: General: Provide steerl framing and supports indicated and as necessary to complete the work. t C. Fabricate units from structural-steel shapers, plates, and bars of welded construction, unless othervAse indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to, receive adocent construction retained by framing and supports. Cut, drill, and tap units to receive haldware,hangers, and similar items. 2.9 PleE BOLL ARQS A. Fabricate pipe bollards from Schedule 40 steel pipe. PART I-EXECUTION --i 3.1 lPds T�LLi TtL)N. �1=RIRAL A.' . Fastening to In-Place Constniction: Provide anchorage devices and fasteners where i i necessary for securing metal fabrications to in-place construction. Include threaded fasteners necessary and masonry inserts,toggle bolts,through-bolts, lag bolts,wood screws, and other it connectors. . --� B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required 'for installing rnetal fabrications. Set metal fabrications accurately in location, alignment, and elevation;with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels, j' bracing or anchors in formwork for items that are to be built into concrete', Provide:3emporary. masonry,or similar construction. jr. D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to bps 16ft as exposed joints but r,,annot be shop Welded because of shipping size limitations: .Do not not weld,�xd, or abrade surfaces of exterior units that.have been hot-dlp galvanizer! after t ' fabrication and gre for bolted or screwed field connections. '71 E. Field Welding: Comply with the following requirements: Use materials and methods that.minimize distortion and develop strength and corrosion . resistance,of bass metals. ` 4 2; Obtain fusion without un dercut or overlap. METAL FABRICATIONS t; tt ; r- 5 RgmovQ"welding flux immediately: } d. At e xpr�sed connections, finish exposed welds and surfaces smooth and blended so no roughness shoves alter finishing and contour of vrelded surface matches that of adjacent '~ surface. " F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with '- E grout, concrete, masonry,wood, or dissimilar metals with a heavy coat of bituminous paint. 3.2 INS.TALLING a ECTi�N OVELRHgAD DOOR FRAMING AIdD S"P QRT A. General: Install framing and sul.►ports to comply with ,requirements of Reins being supported, Including manufacturers! +�. ng written instructions and requirements indicated on Shop Drawings, if any. . ' 3.3 INETALLiNG PIPE BOLLARDS {{ A. Anchor bollards In concrete in formed or core-drilled hales not less than 8 inches (200 mm) K° deep and 3/4 inch (19 mm) greater than OD of bollard. After bollards have been I nssrted into ' holes, fill annular space surrounding bollard solidly with nonshrink, nonmetallic grout, mixed and placed to comply with grout manufacturees written instructions. Slope . .,i approximately 1/8 inch (8 mm)toward bollard: grout up !. °+r « B. Fill bollards solidly with concrete. mounding top surface. �• � is END OF SECTION 05500 _ 1 , r Ij,pp k./ i r rtt s7 �r t 1 1 i r t 4, it v �1 ', Vets i;tt t t t t it •{� s ) sc � t t 1 t b !•' ,1 d Y � t tt'� META I.`FABRICATI©NS 9715 05500'=4, ��r• i>y 3 Y/t..: r .!t 'r .5( t •` r .:+..M ss t .._ .. .? ,. �1't 3><i � :',4 t +.'. t !t ja •'t ill =. .:7' 1 z.:dal -''f 'a�?. ' `. �•,f 't,+ . r r�,: c { 1 1 tf r y }.sl r�t. j tat 'V .�t' 7 a :'' V r': .Ct '• r} ,t 1. ?t a� ..f f x 4 .. t E L J• ��?e.�yw"t , y'. '� t �23•t sr 1 , (( j r r s.� .'�'�� i t� , , ,, r 1 t, r;' ,F�3ri+ciW`"'a <Y' '� {Ys r r s•! r C .y v � 1.;'• r t , i' 1' 2Y 2 r.rt ,Sx..:.�1 jam:tt ltd ,n.v i �•,:�4 tr _:r. v.:i r .i 7 r 4 r{ t 1 t 5 w"".' (t t t . 1 SECTION 01"210-BUILDING INSULATION { PART 1. GENEI�AL 1.1 RELAMC! 0 A. Drawings And general ,provisions .of the Contract, Including General and Supplementary ! Conditions and Division i Specification SerAlons, apply to this Section. A. This Section Includes the fallowing: 1. Foundation wall insulation. --, B. Related Sections: The following sections contain requirements that relate to this Section: l; -� 1. Division 13 Section "Metal Building Systems' for Insulation specified as part of wall panel and roof panel installation. : 1:3 DELINE RAGE,AND HANDLING > i A. Protect insulation materials from physical damage and from deterioration by moisture. soiling, , and other sources. Store Inside and in a dry,location. Comply with manufacturer's written ,7 Instructions for handling,storing, and protecting during installation. ' ! N , . '* PART 2-PIZ©DUCTs ' 2.1 MANUFACTURERS :1 A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering Insulation pr6ducts that may be Incorporated in the work include, but.are not limited to, the following: ;. 1.. Extruded-Polystyrene Board Insulation: «t a. Amoco Foam',Products Company. t b. DiversiFoam Products. >. c. Dow Chemical to. UC Industries, Inc.; Owens-Coming Co. 2.22 INSULATINGWATERIALS E A Ge'heral: Provide Insulating materials that comply with requirements and with "refetencad is andaids. 1.' Prefd.Mied Units: Sizes to.3 fit applications Indicated; selected from manufai tureen s3andaid thickrie s,Widtins,and lengths. ;. `? B.". Ex.01id.ed Polysttyrene.I36�rd Insulation:: 'Rigid, 'cell,ular. polystyrene thermal insulation formed i t ,from golystyr sir base resin by an ex(rUslon process using hydrochlorofiuorocarbons as blo�ying 1 s ' agent to'c.ompiy with ASTM C 578 for type and with other requirements indicated below: Type:IV, 1'.604b/cu ft. (26-k.g/cu.m) minimum density, unless otherwise indicated � tt` s BUILDING INSULATION 87.95, D7210 t9,,+ Et { k "L,� F � ��,.....,'ti .1'' t+ k Fl t r ut n i t' fx { .f i}2 l rY lti. y t .3YC' ri t i t 2.3 _ AtJXILIAR_Y INSUI.ATtNO MATE_ R Adhesive i re for Bonding Insulation: Product with demonstrated capability to bond 'Insulation j securely to substrates Indicated without damaging insulation and substrates. r PART 3-EXECLI 3.1-- EXAMINAT1gN _ t — f A. Examine substrates and conditions, with Installer present, for compliance Sections In�whlch substrates and related work are specified and to determine vvith requirements of if other conditions affedirg performance of Insulation are satisfactory. too not proceed with installation until ~# unsatisfactory conditions have been corrected. 3.2 INSTALLA'f1ON 6(_;E_NERAL A. Comply with insulation manufacturer's written Instructions application Indicated. n applicable to products and B. Install Insulation that is undamaged, dry, unsoiled, and has not been exposed at any time to ice ;. and snow. C• Extend Insulation In thickness indicated to envelop entire area to be Insula tightly around obstructions and fill voids with insulation. Remove projections that int e e with placement. s D. Apply single layer of insulation to produce thickness Indicated. i 3.3 INSTeALI ATIOtJ OF PERIMETER INSUI,.AT0ON On vertical surfaces, set units in .adhesive applied according to manufacturers written, t instructions. Use adhesive recomr'mended by insulation manufacturer. x: 3.4 PROLE CYION' A Gena;ral: Protect installed insulation and vapor retarders from damage due to harmful weather epasures; physical abuse, and other causes. Provide tam cove where insulation Is subject to abuse and cannot be concealed and rotecng by enclosures constnJdion Immediately after Installation. p Y permanent r t END OF,SECTION 07219 }�t ( ( l t �t BUILDING INSULAT16N 07210-2oi a 777 h,,�.i" zastP t F . .iJ,.,.., -••.��r'!'�`�'�-"r�.e*apw�u.�ruo«.o+va�wm aa�r�wtiqw�ii�ara R/�x7�[R�61 i 7 ! SFCTI�O tl �t1Q-JOINT SSALANTS t A. Drawings and general provisions of the Contract, Including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. A. This SaWon includes sealants for the following locations: Joints In exterior concrete pavements(Alternate No. 1). � _ 2. Joints,In Interior slag on grade. 3. Joints at metal panels,(lashings and at perimeter of doors. B. This Section Inciudes sealants for the following applications: ; 1. Exterior joints in the following horizontal traffic surfaces: a. Control, expansion,and Lsolation joints In cast-In-place concrete slabs. b. Other joints as indicated. 1.3, PERFOgM NCE REQUIREMENTS t ' -A. Prm4de joint sealants Mat establish and maintain watertight continuous joint seals without staining or deteriorating joint siibstrates: } 1_ot .S.UBMITTALs --� A:, General'. Submit the following in accordance with. Conditions of Contract and Division 1 Specihcstibn Sections. B. Product Data: For each joint-sealant product required. :+ --� 1.S.- QUALITY ASSURANCE � i... A. installer Qualifications: An expenenced installer%lio has specialized in installing joint sealants similar In`maiterlai, design, a`nd extent to those'indioated for this Project and whose work has resulted in joint-sealant Installations with a record of successful in-seice performance. 1 S DELIVERY:STOOGE" AIWD 99AIVI3,1,jNG y 'jswrs�...rrw�_w A Deliver materials to Project,site, in•;original `,unopened containers''or.bundles with.'labels:� ibdicati, g riian fa urer,.prgdurt narhe And.design.ation, ctolor, expiration date, pot life,'curing t= tire, and mixing Instructions foe multicorm` 'neat materials. U` B Store ani9 handle.rnateriais in rompliar�ce with manufacturer`s written Instivctions to prevent } ` their detortoratidn rr damage due to moisture, high ur low temperatures, contaminants, or other x{} reuses � 6 s S©fNT SEALANTS 971 a tl790tl 1, , �. 7 C�9 '1c� "fstt z t ,P �"x� v' �.. � e �` ��'c 4 r•, ..} " t{.7t t' 4i, ii r i .fir:{+ �'� £t f^.fly a t,;• r•� r a' �! s f x , i " ..t ,." ,' '�� �' o. , z ." �` 4 7 frx�3 r�A'ttt`Y" t-.w�.r.r....rs{>..'�. 'r._ '�.ar.s..r'...:�� {i ..2 r ,. ". ..,: " ' t x4 ,•, t ..r�= :..i_i1K�.t",�f{ �wrrmaR.•SI�Sf ��n0«si�r/pia,:marw�aarrmrvraw-rar x0e� dwr �:,�i,� -_ — _. --' Environmental Limitations: Do not proceed with' Installation of joint sealants under the . folio-Wing conditions: i..~ VV'hen ambient and substrate terrrFerature conditions are outside limits ` sealant manufacturer. permitted by joint 2. When joint substrates are amt. t # B. Joint-Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than those 800wed by joint sealant manufacturer for applications Indicated. C. Joint-Substrate Conditions: DO rJot pmcaed witll Installation of joint sealants until contaminants 1 E j capable of Interfering with adhesion are removed from joint substrates. r 1.t1 SE ENCI AND SCHl=DLit Imn I A. Sequence installation of joint sealants occur not less than 21 nor more than 30 days after completion Of waterproofing, unless otherwise Indicated. � _F PART 2.PRODtDCTS _. 2.f INI�iTl=RILLS. G!= ;=RAL E 3 i 'A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible' with' one 'another and with joint subatr2Etes'under conditions of service and application, as i t demonstrated by sealant manufacturer based on testing and field experience. r 2:?-_ ELA.�aTO ERIC JOIN E•ALANTS �� E A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing elastomedc• sealants that comply with ASTM C 920 and other requirements indicated on each Elastomeric E Joint Sealant Data Sheet at end of this Section, Including those requirements referencing ASTM C 920 classifications for Type, Grade, Class and Uses. 1 . S Available Products: Subject to compliance with requirements, elastornedc sealants which ma be incorporated in the Work included, but are not limited to,the following: y u 1 TyPe"A'for,inted r:labs-on-gE•ade: Multi-Part Pourable Urethane Sealant for Use T: a. Vulkem 45,24.5 or 255;Mameco Intemationat, Inc. E' :b. 'THO 900;Tremco, Inc. L Urexpan NR-209; Pecora Corp. d -tc 1 or S.2;Snnebmfuiiding'aroduds.3 11.42 ype,'O' for`verttca rimers T I and toe r joints:! Nonacid-Curing Silicone Sealant ak ; Type S,Grade NS,'Class 25 One-part Nonsag, Nonacid-Curing Silicone Sealant for Use -- r NT, a ' 'Dove►Coming 790%Dow Coming Co b.,,;'SllgI6z6 N SCS 2501°;General Eie rpc Ca {�. 1� . 'Silpivf SCS 2, 000';Gelneraf Eledric Co. d " 84; Pecos Corp. e "Spectrum 1`;Tremcd Inc. f• Spectrum 2';.Tremco, Inc. { JOINT SEALANTS 9 715 f 07900 2• 4 t'l *��'�� i^ t' kYL.sds rtltt.Fxs nxi.r.�,,•t.e,u,+ .4, yb -.x4e _ V.1 fiy't+ � 9 f. �J t ..t yt�t > +s '• r rifi l��rti!�b,'��` .�i�}•?�l�}.� .. -rtt YtY .t��r�s'pef , r '; s {,,; ie .+�' ::4.' , :. i- ,tt��'. 1�'S�I�I�NI•IIeM1fEi►YfLL9Lnliifaoi�9C����: _ _._ _ •, .. .... .., s•. _ { ' i 7a.1 E 2.3 _i�OT APPLIED.t±tJINT 4—SE L ANTS TYPE 8 ! A. Sealant for Concrete Pavements (Aitemata Lo. 1j: Single-component formulation complying :i with ASTM lO 3405. I . f B. Available Products: Subject to compliance with requirements, hot-applied joint sealants that { may be Incorporated into the Work include, I?�t are not limited to,the following: 1. Sealant for Concrete Pavements. i a: ROADSAVER 221:;Crafco Inc. b. Product 4VW5;Koch Materials Company. c. Product,#9030;Koch Materials Company. d. SEALTIGHT ill-SPEC;W.R.fi�lc3adows, Inc. 2.4 .I®Ii04T SILL RS FOR C0NCRETE F_AY G AND FLOOR SLABS j A. General: Provide joint fillers of thickness and widths indicated at expansion joints and where slab abuts vertical surfaces. E3.. Bituminous Fiber Joint Filter. Preformed strips of composition below, Complying with ASTM C ,. : . 1751: I 1 1. Asphalt saturated fiberboard, MISCEt.I.B�Mtw�lt3S RAd�eTER��L�S s a i A. Prinner Material recommendEC� by joint sealant manufacturer wheys required for adhesion of sealant to joint substrates indicated. f.; i ! NMI "EXEC�lTIOM. ` 3a_ E7�ANI4NATi IO A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint- , sealant performance. Do not proceed with installation of joint sealants until unsatisfactory 71 conditions have been corrected. PREPAtA ION 3 _ I A. �urfarx Cleaning of Joints; Clean, out joints Immediately before installing joint sealants to and the following requlrements:. � comply with joint sealant rnanufactursr'S written Instruct ions s' } yr{ 1 Ptsrs�ove a!i foreign material from joint sube-trates that could Interfere with adhesion ref x mats(except for`permanent, pro tective,coatt�ngs tested and. joint sealant, Ind dust, t �{ gpgxovetl for sealant-'adhesion and' compatibility by sealant:manufacturer), old joint ' sealants,oil,grease,vvatercaofing,water repellents,water,surface dirt and frost. f� J . Clean;concrete arKi similar porous joint substrate surfaces by brushing, grinding, blast, cleaning, m�chanicai abrading,,or a combination of these methods to produce a clean,A", sound sound substrata capable of dc�velopit�g optimum bond with joint sealants.,.Remove Nose . 7 particles remaining from abo4e cleaning operations by vacuuming or blowing o�rt joints with oi6-free.compressed air. Porous joint surfaces include the.foilowing: *� 3. Removo laitance and form-release agents from concrete. .� JOINT SEALANTS ALANT 5715 oza00 3: S dX s Nt_ .-4: E r= tsrsz t a k'dc A 7 "rt� } t & j� }J E F t �kirrms'QIRI�YQn�Pt�'iarnnnhe. ar..�wo�,...d�,�—.��- - _---- 'r _- --.— ' ., g: , .0 ..... ,t, _ ,.• _,. f B. Joint lPdrning: Prime joint substrates where recommended in writing by joint 'sealant UP- manufacturer. Apply primer to comply with.joint sealant manufacturer's written instructions. Confine primers to areas of joint-sealant bend; do not allow spillage or migration onto adjoining surface. ( 3.1 ' 1NS�1,_O.ATlQi1_I o JQINTSF,&AMTS � ,I A. General: Comply with joint sealnnt manufacturer's written installation instructions for products .t, and applications Indicated, unless more stringent requirements apply. f t:. B. Sealant Installation Standard: Comply viith recommendations of AS'i m C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Installation of Sealants: Install sealants by proven techniques that result In sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint f configuration! and providing uniform, cross-sectional shapes and depths relative to joint widths l that allow optimum sealant movement capability. install sealants at the same time sealant backings are installed. 3.4 fflOT_ECJ10N A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so _ ;Yk Y sealant, are without'deterioration or damage at time of Substantial Completion. If, despite such protection,damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants Immediately so Installations with repaired areas are indistingulshable from the ; 1 original vxrk. ' FEND OF SECTION 07900 , t Lk 1 lr. ` 1. f .y .. , f� gab .IOIINT'SEALANTS 9715 07900-4 k { S .! 1'Y' 1 ; + .•i I 1 r "•`4�tr',14.; , .v.3� k i�.� , j .Y 1 i ., e F- � i,: V f j . SI=.LCTI�N _0.STE t:DOORS RiVla PiR�111lfES ` PART 1_-GhNEI_tJ L R ATI-2.DOCHMEN S A: 13rav�inps and general provisions of the Contract, Including General and Supplementary Conditions send Division 1 Specification Sections.apply to this Section. i y , ' J.2_ 'SUMt _ARY A. This Section Includes the following steel doors and frames: i 1. Relocating an o"N steel doer and frame. -'` 2. Replacing an existing door. z' B. Related Sections: The following Sections contain requirements that relate to this Section: y t; 1.. . Division 9 Section"Painting"for field painting primed doors and frames. E j • MANUFACTURERS r ' 4 '' ) # A. i+Aanufacturers:. Subject to compliance with requirements, provide replacement door by one of the foifowin : ;steel Doors and Frames. a Amweld Building Products, Inc. ti.: Ceco boor Products. :.f J. . c, Curries Co. „ . d. Deanateal Manufacturing Co. ? e. Fenestra Corp. f f. Kewanio Corp. g, lwe,her Door. Inc. �t . � h Pioneer Irfdustries. Republic Builders Products. Y, j: $teelft. u 2 x tdIAYERIAl.S Oalvan3zed Stoei sheets: Zinocoated carbon steel complying Hnth ASTIiA A 52c3 f (AS7M A 52 1�,.commercial quality. or A 642 (ASTM A 642M drawing qualdy, hpt dip )� Ss ` Saiv an , iYed,accdniin6 tc'AS7'FA A'S25;Vvitlt"A 60,or G 60(ASTM A,525M,with Z 180 or ZF 18U) x t ltylb coating designation, mill phosphatized. i fy �1 B. SuppArts end Anc��or�: I=abricated from,not less-than O:l}!b78-inch ,(1:2-mm-)thick steel sheet,,=• ,. 0,0516-inch (1.�-mm-)thick galvanized steel where.Used,with galvanized steel frames r a a ano Foa-teners Manufacturef's st andard unitst 9715 08,110�,1'`r =Y STEEL D' RS ANC FFtAME5 -a,( ..jlM { M1 MQO<>µ{M!,t.+,+Y 'f+.+.•v +(,> \ tue+._ i ..j .., ��„vF �'�a�,j,...w�t Y v i yy C ..w•�sty-x'L" 31� t5'� ' 'istf rt l s s � ...• 1 .r., !. •k�`1,'�-2,t .sF .-Y f b rtt ;s t l ',7 t �4 x, s r k A. Steel Doors: Provide 1-3/4-inch- (44-mm-) thick door of materials and ANSI/SDI 100 grades and models specified below and to match existing: 1. Exterior Doors: Grade 111, extra heavy-duty, Mode!2, seamless design, minimum O.O635-inch-(1.6-mm)thick galvanized steel sheet faces. 2,4_ FAgRICATt�� i i A. Fabricate steel door unit to be rigid, neat in appxiarance, and free from defects,warp,or buckle. Comply with ANSI/SDI 100 requirements. 1. Internal ConstrucUon: One of the following manufacturer's standard core materials according to SDI standards: a. rigid polyurethane conforming to ASTAM C 591. r` b. Rigid polystyrene conforming to ASTtiM C 578. ! B. Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from only cold-rolled steel sheet. C. Tolerances: Comply with SDI 117 "Manufacturing Tolerances Standard Steel.Doors and Frames." - 1; D. Fabricate concealed stiffeners, reinforcement. edge channels, louvers, and moldings from f either cold-or hot-rolled steel sheet. 1 E. galvanized Steel Door. Fabricate door from galvanized,steel sheet according to SDI 112. ' € Close top and bottom edges of doors flush as an Integral part of door construction or by addition of minimum 0.0635-inch- (1.6-mm-) thick galvanized steel channeis, with channel webs placed even with top and bottom edges. Seal joints in top edges of doors against water l penetration. -- F. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. �.. 41 G. 'i•hermai-Rated (Insulating) Assembly: Provide door fabricated as thermal-Insulating door and frame assemblies and tested according to'ASTM C;236 or ASTMI C 976 on fully operable door ' assentblies� �- t i. Unless otherwise indicated, provide thermal-rated assemblies with U-value rating of 0.41 "k Stu/sq. fl:x h x.deg F(x.33 W/sq. m x K)or better. i i H d Reinforce and..prop, pyre c�ar.to receivc�_'exist! ng .hard,�are: Drilling and tapping`for surface- applied hardware may 1 e done at Project site. F 2.61 GALVANIZED STEEL Surface.Prep aratton: Clean surfaces with.nonpetroleum solvent so that surfaces are free of.oil or"tither contaminants. After cleaning, apply a�conversion coating of the type suited is the fi arg.4nic dogting applied bve it. Clean W618s, mk6hanical connections, and abraded areas,and apply galvanizing•repair paint specifel b€sEaw+a to amply with ASTM A 760. -. S. Factory Priming for f=ield-Painted,Finish: Where field painting after installation is indicated, apply air-dried primer specified below Immediately after cleaning and pretreatment. w , Er� STEEL DOORS A14D FRAMES 9715 081110-2 asr w: Y � 1 , t, }` . , _ . .r` .. . .. .. I-- )". �.11 I,,.'� L f _ p�Ri'3 r-EXECUTION JSYt� . IOIV . . ? A. General: Install replacement steel door In ex s ig frame. Reuse existing hardware. , —{ . B. Placing Relocated Frame: Comply Wth provisions of SDI 105, sunless otherwise, indicated. Set frame accurately in position, plumbed, aligned, and secure in place. IO. Moor Installation: Fit relocated and replacement hollow-metal doors accurately In frames, thin clearariws specified In ANSUSDI 900. I 11 ATAJUST AI�J 1 GLEANlN4a I . . _., A. : Touchup: immediately after erection, sand smooth any rusted or damaged areas and apply s 11 Y touchup of compatible air-drying (primer. ' 4jl J . 1: ENiD OF SECTION 08110 i k; 1 A y, " 11 F .... 11 1- ;r r lr�.. ..' rF , ,. . l i . . .. " Y 14' .f 1 1. '�, .. , 3 121y ik t 3 J J t { .11}Y r i�; j. } /u 4 J t,V 1 L ! J } . i } r r fi rc } s d �r 11 ,f. �1 11 I'� "L k i,t :+ r �i 1.r t {! I J r 11 . 111. c +ri1 ,y +r, SC3l4lh r r { .. '.L 'Ii r ,j } ! r., 1'J, 1-A e�z C z L 314 ' ! !' ',t err t`°% �r� ♦.r �f•.'. S{ I` t r4: j 7�Nr r r �, t (� y:.. n s t i.; ., r xr S 1 C aft R K t { '� 'F ]g i�3, t... 47 i Si 1' i., w r t ! ' �t 3 }�. `�"'t, 1 ...a+t k kk �1'tv}d 'a. )n t ! �� ..� ; k1 E1 ti.1.r - s , <° r i a1 r s z 4 Y! r 7 3 rr k i+ r .. t .. s. Yn' (7' i.v t ? g t ; ; s.Y.. t .r +r `.:t if y ft, r f �iV'P r r r. '- t` q I F r� - ' } s k, Ir '+ S c y1 3 n a Sry;c Iv z at r wr #'- i .� ). t, t it i. %r � ' ST!" Lt 66gRS°AND FRAMES 'ti715 t .081'1 -,3,r�' .� rl ,' �{* {11 Si } t,;,. �'�4y¢' 'nClr3rriY.wd..snar,7:vr .+ ry., rn.-.,,�w a --^ s L'.M 'v :!L'_'t:'- 11rt IV 17119'�S-......., �ri- s`'4'wi ls�"@..r rk :r ti _ lk :sz„ +��1z..0{'k`j :,vim; �''wri.;`3"p"s... l.^ Hw ,i++ :.9x r ai kr.,� i�.ti:' .. ... '�...m?.':>,G.`u""t.. ��<1f S .s ,., {1 6 y r. ti s r ti r i 73 FAri -� r ^.'�,s.11�S�' .,S t x. '.' n >( F ipF 51' 1.�S. r a - Y r , .: j '1. yyija�A'jr'�., '�7rstS'"d �'� t k. i F. �f r t t }.5 L t i ( '. d t 4 k.y r .,+ fir . �.'$ t:: p i. .s ,�; .t ., r s r ed ,1. FpFFps�-g�}.! `� t4.' 7sc -.w�2 t t r yf t t k tai ! 2 i 11, s 0--"5 -' .t,c � � fi 7.' t .fit rrY tr }. r r, s k. �t d�{�"y � '�. r �(yn 'it r' ri 1t .! C ;f6` t iN �i : �. � .3 ``t SI LL4 '.. i� S k fF "! 'f1� yS V0 i t�Y 4.V 7 ki i �. r .eft u,Ft r 7' it$'t .4'i, a fi h i� t ai a d, J t ` 1 tr< �, 2tst,.s...:`vsv'c 1. 4 ,})s 4c n t S 3" 70-7 1®lrlrw�t i w t�irm.�n.. r .�.�= - �—`'_ __ l...:.eiu,b-v ,. ,...�,i,S.....x.i: i CTION 033$1 -S IONAL OVERNEAD DOORS PART -GE j N. Drawings and general provisions of the Contract, including General and Supplementary 1 Conditions and division 1 Specification Sections, apply to this Section. 1,2 3"A A. This Section Includes a single sectional overhead door(4o match existing doors)as foliovrs: 1. One door 9with steel-frorned steel panels. 2, Tracks to match existing conFigured for the following lift types: fa. Nigh lift track to follow roof pitch. B. Related Sections include the following: 1. Division g Section"Painting"for field-applied paint finish. 2. Division 16 Section `ElectdrAl" for electrical service and connections for powered ' operator. i . 1.3 DEEINITIOtNS A- Operation Cycle: One complete cycle of a door begins with the door In the'closed position. The door is then moved to the open position and back to the closed position. .4. PERFORMANCE REQUIREMENTS MENTS ' A,. :structural Performance: Provide sectional overhead doors capable of withstanding the effects -- E of gravity . loads. and the following loads and stresses without evidencing permanent deformation of door components: i� 1. Wind.Load: Uniform pressure (velocity pressure) of 20 lbf/sq. ft. (960 Pa), aging Inward ,4 and outward. 9,.5 SUBMI T1 . J A ProdurA Data: For sectional overhead door,Include details of construction relative to materlais, dimensions of individual components, profiles, and finishes. Provide roughing-in diagrams, ' r 5 operating Instructions, and maintenance Information. Include the following., 1 xtt; r 1. Setting drawings,templates, and installation instructions for built-In or embedded anchor !: deviWJi {r Motors:,, Show nameplate data and ratings; characteristics; mounting arrangements;size „ t and location of winding termination lugs, conduit entry,and,grounding lug; and coatings., S. Shop Drawlhgs: For special components end.:installations not dimensioned or detailed' In 1 , ~manufacturers data sheets. Wiring Uagrsms: Detail wiring for power, signal, and control systems. Differentiate r behveen manufacturer Installed and field-installed vdring and between components � provided by door manufacturer and those provided by others. j: 3 SErCTIatVe L OVER OC7Ul�S" 9i 9S g8a61'-1:. Fin N, + 4 WA S'✓ 72r 7�7-,".7� '.'.�.`w''"``+'�,ti,.fr�iMp7 k#3,aH�rKar. q...".. .y. rr ..rr t F- ..riietivr f r........ ""c" t�.9 ,b,b'� ,,,r•. ems, .:2 r+<,'.. 4 .,`. .. ,: r, ., 11 ��fi� Tyr �' ,� 11 .;l�v a' 7 '6,� tri ij v x r�•, i - 1 4.:t. '� R�l�9ROitommwrs wa�.osrsu..r,�. r 11.6 ®llAt;:QUALITY ASSURANCE m� A. Installer Qualifit;ations: Engage an experienced installer who is an authorized representative of � the_sectional overhead door manufacturer for both installation and maintenance of units required for this Project, B. Manufacturer Cluai'rfications: Engage a firm experienced In manufacturing sectional overhead , doors similar to those indicated for this Project and with a record of successful In-service performance. ` r � 1 MA gE&C_-1 S € A. Available Manufacturers: Subject to compliances with requiremen ts. manufacturers offering products that may be incorporated into the Work include,but are not limited to.the following: Haas Door Co. 2. Overhead Door Corporation. 3. Raynor Garage doors. 4. Wayne-Dalton Corp. B. Door Style: Match existing. 2.2 STEEL sEcTIonsS } 3� l A. Construct door seatlons from galvanized, structural-quality carbon-steel sheets complying with ASTf,A A 653 (AST(1A A 653M), commercial quality,with a minimum yield strength of 33,000 psi (2 .5 MPa)and a minimum 080(7.180)zinc coating. � ( #, Steel Sheet Thickness: 20 guage face panel,24 guafle liner panel insulated). 2. Exterior Section Face: Match existing. Fabricate door panels from •a single sheet to provide sections not more than 24 inches (600 # mm) high 'and nominally 2' inches (50 mm) deep. `Roll horizontal meeting edges,to a crihtiiruoux,intb cNing, keyed, rabbeted,shiplap,or tongue-in-groove weathertight seal,with a reinforcing Nnga retum: I ?, i For insulated doors, provide door Sections with continuous thermal-break construction,,, f se;.Paratinb faces of door. ' •� 1.6-mm alvanized steel channel end En6Ipze open section with not less, then 0.064-inch ( ) g x' stiles welded In place. Provlda not.less than;0.0&4-inch (1.6-mm) galvanized,inteffnediate t stiles, cut to'door sectinrY profile, spaced at not more than 48'inches (1200 mm) o.c., and as we, ed in.1 ace: i f, 4 rr D Reinforce bottom section with a continuous channel or angle complying with bottom section t if .. 1 .. t profile E Renfgrreeotions with continuous horizontal and diagonal reinforcement, as required to stiffen' 4 , door anRf iFor wind loading'. Pry-41de galvanlzed steel bars, struts, trusses or strip steel,'fomned q ; to depth and b6fted ar.welded In place. F.:, provide reinforcembrit'for hardware attachment. k f SECTIONA L OVERHEAD DOORS 9715.' :08361 2 . . Tar x y 57N. MP4w .eG'$4,i%'sirfr...,>�^r.» { s S t • Imo- /rte G. ''Insulation: Manufacturer's standard rigid cellular polystyrene or polyurethane-foam-type r thermal insulation, foamed In place to completely fill inner core of section, pressure bonded to I face sheets to prevent delamination under wind load and with maximum flame-spread and smoke-developed Indices of 75 and 450, respectively, according to ASTM E 84. Enclose Insulation completely.with no exposed insulation material evident. 1. Insulated doors to have maxinium'U'-factor of 0.175. H. Fabriicate sections so finished door assembly Is rigid and aligned, with tight hairline joints, and ! 11 free of warp,test,and deformation. I 1. Finish galvanized;,'teet door sections as follows: i 1. General: Comply vrith WAMM's "Metal Finishes Manual for Architectural and Metal Products"for recommendations for applying and designating finishes. 2. Surface Preparation: Clean galvanized. surfaces with nonpetroteum solvent so surfaces i are free of oil and surface contaminants. 3. Pretreat zinc-coated steel, after cleaning, with a conversion coating of type suited to -- organic coating applied over It. 4. Apply manufacturer's standard primer to both door faces after forming, according to coating manufacturer's written instructions for application and minimum dry film thickness. 2.3 'TRACKS SUPPORTS.AND ACCESSORIES -- A. 'Tracks: Provide ir±anufarturer's standard, galvanized steel track system, sized for door size and weight, designed for high lift type to follow roof slope with clearances as required and ' complying with ASTM A 653 (ASTM A 653M), for minimum G60 (2180) zinc coating. Provide complete track assembly including brackets, bracing, and reinforcement for rigid support of bail-bearing roller guides for required door type and size. Slot vertical sections of track at 2 Inches (50 mm) o.c. for door-drop safety.crevice. Slope tracks at proper angle from vertical or otherwlse design`to ensure tight closure at jambs when door unit is closed. Weld or bolt to I track supports. 13:`' Track Reinforcement and Supports: Provide galvanized steel track reinforcement and support members, complying with ASTIV A 36 (ASTM A 36M) and'ASTM A 123. Secure,.reinforce, and support tracks as required for door size and weight to provide strength and rigidity without sag, sway, and vibration during opening and closing of doors. E C. Support and attach tracks to opening jambs with continuous angle welded to tracks and .' attached to wall. Suppood horizontal (ceiling) tracks with continuous angle welded to track and ,a supported by laterally braced attaaments to overhead structural members at curve and end of tracks. Y�. Weatherieals:- Provide replaceable, adjustable, continuous, compressible weather-stripping r, • gaskets of.flexible vinyl, rubber, or neoprene fitted to bottom and at top of overhead,d 1. Provide motor-ciparaled doors with combination bottom weatherseal and sensor edge. r 3. in addition,provide continuous flexible seals at door jambs for a weathentight installation. E '. Windows:,,,Provide windows of type and size assequired to match existing doors. vet glazing Ili vinyl, rubber, or neoprene glazing channel for metal-framed doors and elastic'.glazing t compound fAr woad doors, as required. Provide removable stops of Barrie mat erial as'door section frames. SECTIONAL OVERHEAD DOORS 9715 0836"-$ a 1 f 1/. f��M417�YYalL ZM'1iai�"�11�.>•71>�Iw,t r d�iu.ss ...�. __..- __ _ t Clear moat 'Glass: 3-mm clear.float glass, complying with ASTM C 1038, Type 1, .. . - Class 1, Quality q3. A. General: Provide heavy-duty, corrosion-resistant hardware, with hot-dip galvanized, stainless- steel,or other corrosion-resistant fasteners,to suit door type. --� B. Hinges: Provide heavy-duty galvanized steel hinges, of not less than 11.0747-inch- (1.9-mm.) i thlck unwated steel, at each end stile and at each intermediate stile, per manufacturer's written recommendations for door size. Attach hinges to door sections through stiles and raps with baits are!lock nuts or lock washers and nuts. Use rivets or self-tapping fasteners where access to nuts is not possitme. C. Rollers: Provide heavy-duty rollers, with steel ball bearings In rase-hardened steel races, mounted with varying projections to suit slope of track. Extend roller shaft through both hinges where double hinges are required. Provide 3-inch- (75-mm-) diameter roller tires for 3-Inch (75-mm)track,2-inch-(50-mm)diameter roller tires for 2-Inch(50-mm)track,and as follows: J 1. Case-hardened steel tires. D. Fabricate locking device assembly with lock, spring-loaded dead boil, operating handle, cam plate, and adjustable locking bar to engage throaagh slots in t.-arks. 1. Locking Bari: Single-jamb side, operable from inside only. E. For power operated door, provide safety Interlock switch to disengage.power sup when Is locked. PPIY door 2.5 _ ELECTRIC DOOR OP£R TORS A. General: Provide electric door operator assembly of size and capacity recommended and i Provided by door manufacturer for door and operational life specified, complete with electric t: motor and factory-}rewired. motor controls, starter, gear-reduction unit, solenoid-operated �-' brake, clutch, remote-control stations, control devices, Integral gearing for locking door, and accesvories required for proper operation. B. Comply with NFPA 70. ` C. Disconnect Device: Provide hand-operated disconnect or mechanism for automatically engaging sprocket-chain operator and releasing brake for emergency manual operation disconnecting motor,Without affecting timing of limit switch. Mount disconnect arui aperator�Iso I _ they, are accessible from liocrr'level. Include interlock devices to automatically prevent motor, 'from operating when emergency ciperaYor is en aged. D. Design o ratar so motor Pe may be removed without disturbing Iimit-switch adjustment and f' 'rr ,Ahout affecting emergency auxiliary,operator. � r S E,- Door Oerator'Type: Provide unit ct►nsisting.c►f electric motor and the following: , a u �t 1. .jaakshaft-holst type, with N-belt primary reduction, chain intermediate redurtlon, roller ?; chain drive connected.to 4aunterbalance shaft, and auxiliary rhaln-hoist and fleet level_, dissf onneci.release. . F: : El6ctd6 Motors:. Provide high=starting torque, reversible, continuous-duty,, e►ectric motors; complying with NEMA MG 1, with overload Proteron Class Insulated, to start, SECT161 X �OVERF-IEAD DOORS 9715 It eRL LLLL - irfoatllli�lsrAfR�Y�i�ari■���.�.nona --�riam,�.woi;;- -.�_.._ - .. accelerate, and operate door In etthor direction, from any position, at not less than 2/3 fps (0.2 ; . i mis) and not mo re than 1 fps (0.3 m/s), without exceeding nameplate ratings or considering service factor. 1. Coordinate wiring requirements and electrical characteristics of motors with building M 1• electrical system. 2. Provide open dripproof-type motor, and controller with NEMA ICS 6,Type 1 enclosure. ; G. Remote-Control Station: Provide momentary-contact, 3-button control station with push-button � controls labeled "Open," "Close," and "Stop." Include stations on Interior and exterior as � follows: i 1. Provide interior units, ful4uarded, surface-mounted, heavy-duty type, with general- ( purse NEti,'lA ICS 6,Type 1 enclosure. 2.... Provide exterior units, full--guarded, standard-duty, surface-mounted,weatherproof type, NEMA ICS 6,Type 4 enclosure, key operated. ! H. Obstruction Detection Device: Provide each motorized door with indicated extemal automatic 1 safety sensor able to protect full width of door opening. Activation of sensor immediately stops and reverses downward door travel. ` ' !! 1. Sensor Edge: Provide each motorized-door with an automatic safety sensor edge, } 4 located within astragal or weather stripping mounted to bottom bar. Contact with sensor I L Immediately stops and reverses downward door travel. Conned to control circuit using f _ manufa+c#urer's standard take-up reol or self-coiling cable. 4� i� a. Provide electrically actuated automatic bottom bar. i I Limit Switches: Provide adjustable switches, interlocked with motor controls and set to automatically sto door at full opened and full closed positions. P Y Pe Y Po ;-- PART 3_-EXECUTION! 3:1 EXAt1R1l6 ,[� A. Examine wall and overhead areas, including opening framing and bloc!<1ng, with Installer ' present, for compliance`with requirements.for.installation tolerances, clearances, and'other -. " condition affecting performance of Work of this Section. ` 1. Pmceed with installation only after unsatisfactory conditions have been corrected. o C. tx' .3 2 INS T, b LATION :. .e. General: install door,'track, acid o ratin equipment com fete with necessa hardware,jamb Pa.: g9 Pm: P ry t: j w and°head-mold strips anchors,,Inserts, hangers, and equipment supports`eccording to Shop i # b7rawin�s, rrra�nufacturees written instructions,and as specified. �. t tr M , fasten yartical track assembly to framing at not;less than 24 inches t(600 mm)`o c. Hang " harlZOn4al traack ft�om strudural overhead frami r?9 an Y*h le or channel hangers-welded and fl {z ' bolt.fastened in place.• Pro,Wde sway bracing, diagonal bracing, and reinforcement as required for rigid Ietsttaliation of traclC'`end door-operating e�uiprnent. rte, ,r 73 3 10. 1�DUg l` �► Lubricate bearings and sliding pants; adjust doors to operate easily, free.from'warp, twist, or, olstc rti6d and.fitting weathertight for entire perimeter. SECTIONAL.OVERHEAD DOORS 9715 QI33f31 5 �` � 4 f t •I'it!(bll E.'`?'ty .. <a.l .ri !. :'F. , t ,,..:'. .. ::., t, : iA.i. ��.��..� _ _._._ bh_—_ .. ..: ... "lpY• , __ _ _ _ _ 11 ; • . . I . . . .. . I �I I � . I . 11 � —�: I . 11 I � - , I— I --i———------�—1--1—.------,— —,-------—,�--— -- -:--..... .... . . ..... ... . .. _ . . ._.., ....- . -, I .. "' . I ...I � . . . - .7 � ' ..t • ' , B. Adjust belt-driven motors as follows �� .I w4 ;I .. y t ,'w..^16 ,V I 1. Use adjustable motor-mounting bases for belt-driven motors. y i 2. Align pulleys and Install belts. I • 3. � Tension best according to manufacturer's written instructions. . 1 . A. Startup Services: Engage a factory-authorized service representative to perform startup services as specified below: I 11 ,:,. 1. `Test and adjust controls and safeties. Replace damaged and malfunctioning controls i and equipment. . . F' :V,'" -L;Ili •1 I ' END OF SECTION 03369 I ,� " f•A w �.11 ' i.. _ .. { 3 . tl . ...a - :. ;° l I l+ 1 "r` s _ 't ( '01 / '. r (i L'','.' ] I . � I f "t. ! r .. 4 yy i! j {, t!1.,w s1 r.. flt ,:. i { F r .: - 1 § i ` t srf S 7 1-�s.� la xt':. 1 < f - it _ t{,�} {}'��,(� r t t. 3 j l< 1 �, v I 1 X' i.' i trF y�y. t t { { I I i'i 4 � t a �4 t. N I 4 {' 1 i;, ,� �f h t , t I . a 11 �k F 3.� r a, �^ ? J 's f �r t t � 't ��. t tE. 7 ' k' x ' t ,� T : r s a t ('' I { t t. t''1. f`F r,,i?t� ;.,.fl S`I'. i S5,1 11 S t. ;t t r t.11- -,-, �.$## I �1., _;!? 1 !',,',�i, 4V i { S: S 3 r 't ,";� I 4 --,- I A ; I��. �ti `i i 7 ',rt . . i{ 5 I I I , - ..! t I I -�^« ! i s I I I . I 4� �{ k t s� I. .�!,�j+�.,t` $ Y tit' . , , I � ,. " ., ; - -. � ,. - - . wEr;TIQ�l�1A!_t711El3�iEAl�[)OORS '8715 - �� - t}7{ 74 it ''i .. .. 08381 6 Y k'. }}tt4iS-Ira il"'�a�`..I.�o"'f wur f9�+�+4*r�'MMk+,�w,.r,.w— w ,o,+f tr t z ,.M' ,� .4 �,S- r3 ��j 11�t' ,T`' ; "' .x ?.`.Yr,.3{air r 7 tit H' {11.t a`�`•' av ".. I" �, rtt t. ( .-' ,,{�t^?47^n•TtM r.�•is+Y�'.r c:v.,.w C. i, z d ,,i:.:'x ; .,a"w,:rt}'x 'zfh.}^I. -°F��'.F^C`y t}n r`y `i w 4 —. k 3lWf#�3fdNuY J 1 'r t Y s a�;. X711 > _ t r't a33N� ,l 1'�f� II t ,,yr ,t 1:. e tj .' `ET S3 #idi`''tu�. # , � :11} .."_i � t t: 1' .t .>` s isi4 . Y 1;x? ch•y-.'' tm} s z}' •` r at z c s. '' T ti i'. .,y y �. F I I r t I t r r%. , I Itt. 't r ti z Kitt yfe.p.: .;t._ak' 1 i{Y.'..i*:,,,V1 �4(z-f.y_. .?st2�' ..,l.ry ?LT.':'�'t.C�{�,)i Fa' : } SECTION 099o0-PAINTING P_AR-1'I -GENE!2AL ' �.1 Rg—LAIT9 t I3DCtlIUIS�IT.�:, : (n, A. Drawings and general provisions of the Contract, Including General and Supplementary I, Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY rte, A. This Section Includes surface preparation and field painting of the following: 1. All exterior sectional overhead doors and frames 19 existing f only. ( g Pius 1 new) - Exterior side Y 2. All exterior hollow metal doors and frames(1 total)-Both sides. 3. All bollards(26 existing plus 5 new). 4. Fuel Island Columns. � :a. E3. Do not paint prefinished items, finished metal surfaces, operating parts, and labels. Prefinished items include the following factory-finished components: a. Metal roof and wall panels. Related Sections include the following: 1. Division 5 Section "Metal Fabrications°for shop priming ferrous metal i ( Y: 2. Division g Section"Steel Doors and Frames " for shop priming steel door. 1.3 SUBMMALS .�., em A. Product Data: For each aint s' specified. 3 p y`y't 1. Mars"ufacturer's Information: Provide manufacturer's technical information, including ' label analysis and Instructions for handling,,storing, and applying each coating material proposed for use. 13 Samples for Color Selection: Manufacturer's color charts showin stir . 9 proposed colors to Match Z r ... st 1-4..: GatJI�LITY d4SSLl ,I�CI` £c. A Applicator Qualifications: Engage an ,expeoenced applicator who has .completed .painting r' systsm,applicalions similar in rrjatedal and extent to that indicated for this PruJect`rrrith d're x3rYi 's of success fral.ln-service performance: " wt 1 S —'Al � RHAN®/E � rLING A Deliver materials to the Project Site In manufacturer's original, uno unopened r pe packages and contwners bearing manufacturer's name and label and the following tnformatlon: 1 Product name or title of material. t I , s 2 product description (generic classification or binder ` type). { f r 3 Manufaasrer's stock number and date of manufacture. fdd i PAINTING 9715 � 09900- I. u. �� f�i''� r�'���� i k ? Y, �'�y.}yt.����,y1X�yr�r✓eU i�:�ly'Rk,��'tT i.s Yr r': . '+^ "'a•., ,. .. .. .. � "4.. A tti6'-t-r, s ; i y 4: Contents by volume, for pigment and vehicle constituents. ' 5. Thinning Instructions. ». 6. Application Instructions, 71 Color name and number. ' a. 'VOC content: iff B. Store materials not in use In tightly covered containers in a well-ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean i condition,free of foreign ma terials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing,and application. 1�E P8OJECT CORiI31TIONS { A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 and 80 deg f=(10 and 32 deg C). B. Apply solvent-thinned paints only when the temperature of surfaces to be painted and ; t surrounding air temperatures are between 45 and 95 deg F(7.2 and 35 deg C). C. Do not apply paint in snow, rain,fog,or mist;or when the relative humidity exceeds 85 percent; or at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or wet surface.. t r- PART 2-PRQDa LOTS , 2.1 MANUFACTURERS j Y A. Available Products: Subject to compliance with requirements, products that may be -_i Incorporated into the Work include, but are not limited to, products listed in the paint schedules. , ,,. B. Manufacturers games: The follov4g manufacturers are referred to in the paint schedules by ! use of shortened versions of their names,which are shown in parentheses: 1: Devoe S Raynolds Co. (Devoe). ' f 2. Fuller-O'Brien Paints(Fuller). 1. Glidden Ga:'(The) (Glidden). r< 4. Benjamin Moore&Co. (Moore). ,i S. PPG indeustries, inc. (PPG). 6. Pratt&Lambent, Inc. (P&Q. 141, 7. Sherwin-Williams Co. 2.2 •PAINT MATERIAL-S GENERAL A' Material Compatibility:,.Provide block fillers, primers, undercoats, and finish-coat matenals that erra°compatible with one another and the substrates indicated under conditions of service'u�nd. application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best-quality paint material �of the various coating .- 4' r types'specified: Aaint-material containers;not displaying manufacturer's product identifcation will"not be voceptable. Pkiprietary Names: l,�se of. manufacturer's proprietary, product. frames;to designate ' colors or materials is not intended to Imply that products named are required to 6e used la! ,f 1 NE 1- t " PAINTING 9715 09800=2 AV ex x>y{ sz t .. 'i•' 1 a s •� ..lt..t.r ..F"+. 3 �yR�r'' .iYtj7f.'` �+'(s i 111 7-7777 I Pa (i to the exclusion of equivalent products of other manufacturers. Fumish manufacturer's , material data and Certificates of performance for proposed substitutions. .> ' C. Colors: thatch existing colors as approved by the Architect. k PAR CU © r„ A. Examine srtWrates, areas, and conditions, with the Applicator present, under which painting �~ will be performed for compliance with paint application requirements. � Pe : r 1. Do not begin to aPPIY paint until unsatisfactory conditions have been corrected and ^ r surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and k conditions within a particular area. i B. Coordination of Work: Review substrates and primers to ensure compatibility of the total system. ' 1. Notify the Architect about anticipated problems using the materials specified over f existing substrates. .r 3.2 PREPARA 11ON A. General: Remove hardware and hardware accessories, plates, and similar items already installed that are not to be painted. " ter'` 1 1. After completing painting operations reinstall items removed using workers skilled In the 1 r trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates. of � substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. 1: Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. �» ; C. Surface Preparation: Clean and prepare surfaces to be painted according to.manufacturer's ;w : written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. t 2. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-basred.soivents so A surface is free of.o€L.and surface contaminants. Remove pretreatment from galvanized sheet m m etal fabricated fro coil stock by mechanical methods. Matoriais Preparation: "Miac and prepr�re paint materials according .to manufacturer's-written . }, Insbuctions 1. Maintain containers:.used in mixing and applying paint in a clean condition, free of �r4 t y futeian"egaterisis°and residue. 2 Stir material before application to produce a mixture of uniform density, Stir as,required duritr a licit€an. Do not stir surface'fiim into material. 'if necessary; remove surface ++ :: g" pp filaiand strain,material before using. f 3. Use only thinners approved by.paint manufacturer and only within recommended limits. .i PAINTING 9115 0900 u ltq- �k f f r} r 3.3 APPt1CA TIr1 i ,3 A. general:' Apply paint according to manufacturer's written instructions. Use a licators techniques best suited for su PP and bs�ate and type of material being applizd. 1. 13o not paint over dirt, rust, scale, grease, moisture, scuffed surfaces or d0trl"Iental to formation of a durable paint .film. candttions _. 2: Provide finish coats that are compatible with primers used. 3. Finish exterior dcors on tops, bottoms,and side edges the same as exterior faces. .._1 B. ApPi{c4tion Procedures: Apr4y paints and coati ngs b brush roller, s 8=rding to manufacturer's written instructions. Y � PmY� or other applicators C. Minimum Coating Thickness: recommended Apply hint materials no thinner than manufacturer's spreading rate. Provide the total dry film thickness of the entire system as recommended by the manufacturer: D. Completed Mork: Match approved samples for color, texture, and coverage. Remove, --� refinish,or repaint work not complying with requirements. -' 3:4 CLEAUI_N I ' ( ' A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded t' E paint materials from the site. , J: After completing , p g painting, rlean glass and paint-spattered surfaces. Remove spattered Paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. � 3S.:. PROTFCTicillt A. Protect work of other trades, whether being painted of not, against damage b painting' damage by cleaning, repairing or replacing, and repainting,as approved by Architect, . f E. Provir3e "V1/et Paint' signs to protect newly painted finishes. Remove temporary protective t wrappings provided by others to Protect their work after cam leti p ng painting operations. At c Ietion of construction activities of, RI other trades,touch up and renore damaged or cisfiaccd painted surfaces. Comply with procedures specified in PI3CA P1: r �,+ TEF21Cali\11'�CHEi3tIL t Feeraus Metal: Provide,the following finish systems over exterior fear us 'rrmetal. Prim er is not s Fh`t z: required on shrjp-Primed items. 1 Full-Gloss,Alkyd-Enamel Finish: 2 ttnish casts over crust-inhibittva primer., "{ a• Primer:'' Rust-inhibitive metal pruner applied a t 's p reading rate recommended by, the,manufacturer to achieve a total`dry film thickness of not less than 1.3 ¢n;ls (0,.033 TsFrii). 1) Devoe: 13101 Mirrolac Rust Penetrating 2) Fuller' Me' Fuller' 621-04 Elox-Rust Alkyd Metal Palmer. 5205 Giir!-Guan9 lank t Stru ctural Primer, Red.,,: �4) Moore:. Ironclad Retardo Rust-Inhibitive Paint#163.,. 9715 ' It r . , ti u I ; it .. :;.t t x 3'3?�.%uts+5 �t'��`r '� P Y 4.'s t �j •• '.:.�+ 4,i• sfl t% ._` :. -. .,. .• ..�, — -- -- ".._, .', °, J `•.- - , ' . . ..' .., .. .. ,.,_. ,..,-')s. z. ....... .. i .. - ... .t r !.. - 11.`Q!-w..- :�.�.r:..�...:.�r..�— -..'. M.-........_.v..-.-...-........,..,--. -,.". .,._... . .. _ _ .... .�__..—._..�_.w_. -.--. —11 11 } .. .1 I 11 � - . -- ff t _ . .. I 1 i f .. . . . . « .. t `" •�'S) `,. PPG:'.: .6-208 Speedhide Interior/Exterior Ftust 'Inhibftive 1' H °' r Steel Primer. ;. mil f` ' S t p I S 4551 Tech-Gard High Performance must- f Inhibitor Primer. �' S- .. Kem Kromik Metal Primer B50N21B50W1. F} b'. Fir-A end aecor d.Goats: Full-gloss, exterior, alkyd enamel applied at'spreading rate recommended by the manufacturer to achieve a total dry film thickness of not :' less than 3A mliy(0.070 mm). __. , i 1) t�voe: 70XX Mirrolac Intedor/E)derior Alkyd-Urethane Gloss,Enamel. 2) Fuller: 312-XX Heavy-Duty Industrial Maintenance --- Lt Enamel. 3) Glidden: 4500 Series Glid-Guard Alkyd industrial Enamel. 4�) Moore: impervo Enamel#133. tv 1 , .. 5) PPG: 6-282 Speedhide Interior/Exterior Gloss-Oil +� .:: Enamel. . 6) P L: S 4500 Series Tech-Gard Maintenance Gloss Enamel. " .� .. 7) S.W. Industrial Enamel B-54 Series. • t r4 END OF SilC$iQN g9�JOq 11, ' 1 _i 4 i .-. t ,r y ��}{t 1 ' ,i. 1 11 pp111 I x. , 7. - ,. ..z,. ,, ��' y � .. . ..' I o- 1 . . . .. , ..� I f{EF .t i ^� r . 'r .. .. ... .. w->4 ,. i :. .. . . 1 '.t r t! �:% ' \ t ! s 1 y, f `�,a 1 it y °r t', , � rt ; z 1. 11 °�,'- ,y, r �f; '1� ,.S t rt 'x. t > !G + yw.f r :� j 'te.:71 .t .! t tt It ' `r',. d r _ p r, t " y a (o s .jl i5 t r .�r y 7 ! Y i t I l a " p:i P .': _ t 4,.15 " ` ,. 1`�: r :':t l t. y,., r.:11 t ' { t t .Y ,fit' 1{$ .�'' r a t' :, , .y .. ` .. t .. is ! ... �I F'r�t l7ifd� �) 1 8715 09900 .5 11 r qy ;kj"k Y r"�,h'nH�C7 ^,ti ,+5. ar,'K. ff. .'.'- Z .dy�nF7r f*`n°K� it . t. °. i �t runs 7"h3 /s, :.n_.. a'r',*:= . . C...... ...-..L y ...t '7 +.-=. ,-.r..--^- ..,� ax.a.wa.f..a,s..a�4 x atl�. .� - ` �1�pt +t7s '' F'.4 r j. r.! > :'t st r jr iF4 r `..,T t�rtp tit r t�+XY+' n t t`, �r t'}. e f. f " fit; 9 ti {T r�m t3k,'-v,t ir+.{�2 r a 1 c r '1a 11 YF� aJ�'k3rFHl¢k �� ; s} s F 'F < ti r r ` 6 ::, s. r_ x a r t 11 1 ` +A ie { 11 '�� { Tv t r r :;r: r f4xX4XKi� k f14itti.y ,¢Rrk s�,' t 1 rr; i ?�i g ..t r r $. v i - -- _ 1 _ _..t , ..... ....r.S;t+,,'.,"s.rr.,{, :.re,t' ':'E'nYd i i '.� - cr S: 13125 E'TAL BUILDING SYST 1 SECTION ; Yry: 1 PART 1 -G'ENEL i -+ 1 JA_ �RELAT�A 2�OCUM S s A. Drawings and general provisions of the Contract, Including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. `! 2 StlfNir�3ARY A. This Section includes the following: Structural framing. Strad 2. Roof panels. 3. Wall panels and liners. 4. insulation. 5. Accessories and trim. B Related Sections Include the following: $ - concrete foundations and�anchor-bolt Division 3 Section Cast-in-Place Co Concrete for installation. 3, 1.3 DEFINITIONS i E A. Bay Spacing: Dimension between main frames measured normal to frame (at cente measured of t,.r? frame for interior toys, and dimensiol from centerline of first interior main frame measured per;aendicular to end wail(outside face of end-wall girt). r B. Building length: Dimension of the building measured perpe ndicular to main framing from end , wall to end,wail (outside face of gir,t to outside face of girt). i tr. Eave Weight: Vertical dimension from finished floor to eava (the line along the sidewatt formed .� by intersection of the pianes of the roof and wall). !a. Terminology Standarc7: Refer to ME3MNs "Low Rise Building Systems Manual"for definitions f;t4i{ �1' i of larvae for metal buuilding system construction not otherwise defined in this.Section or.in J rete('ericed standaids. 1,4 SYSTEM_PERT O M4i4DE RE UM EN TS General:, Provide a complete, integrated set of metal building system ma nufact urer's standard !{ mutually dependent comiwnents,•and essemblles that forma metal build g. caps, of �ilthtandlilig structrirr�l end other loads;thermally induced movement, and exposure to weather wifhorit failure or infiltration"of water into building interior. Include primary. and econdary framir coof.: and ►alt" panels, and accessories complying frith requirements indicated, tit' { including those In this Article a W t 5;117 r i . :,'- ..'f x• B iSlleta4 Bulldi frg Syste�rti Design: Of size,spacing,slope, and spans indicated,and as follows: f 1 Primary Frame Type: provide the following: Rigid Clear Span: Solid-member structural-framing system without interior columns. . 9795 ME'T'ALBUILl�INr SYSTEMS a A' r rt ¢n ��£. ��d4j�gr�{�iGt1LtI4�W°a+.w+k....0 .. . ,.•.i, .,1,.... .. ,.. _ .iti{r ow..wnwr..r,r' y :'.. .. q�i' �`�`.i i � r r� + ; .:1, a k..,e.*r,!F"�a�t ti: f 5 u,+ r t@ ay-riy>,• [° It 'c�. ' 1§ r�i,�N'>'s{t i't 9 �i &. a.r r r '�''•`b''"' E` C "kt' .;� r �1�Vi� ---'ISi �.rs:ir..��w.rwwm.� ..�..b.-:...:.:� — __�:.L.�'"�.�,__. _— _ ..a;'L ✓, ....Y., .,..,. .n, s,:.;.'�j -,.. ,, ?t.ii V 2. End-Wall Framing: Manufacturer's standard, for buildings not required to. be expandable, as follows: a. Provides primary.frame, capable ca of supporting, � one-half of a bay design load, and and-wall columns. 3. Secondary Frame Type: Manufacturer's standard rafters and the following girls: a. Partially inset-fumed girls. . 4. Eave Height: Match Existing (Approximately 23'at low wall and 28'at high wale. 5. Bay Spacing: As indicated. - 8. Root:lope: Match Existing(Approximately 1:12). 7. Roof System: Manufacturers standard standing-seam roof panels with insulation. <� 8. Exterior Wall System: Manufacturers standard field-assembled uninsulated wall panels 4 to match existing. i C. Structural Performance: Provide metal building systems capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions Indicated: 1. Engineer metal building systems according to procedures in MBMA's"Low Rise Building ' Systems Manual." 2. Design Loads: As indicated, but not-less than design loads specified in BOCA, 1990. Deflection Limits: Engineer assemblies to withstand design loads with deflections no greater than the following: a. Purlins and Rafters: Vertical deflection of 1/240 of the span. b• !Girts: Horirzontal deflection of 1/240 of the span. C. Roof Panels: Vertical deflection 1/240 of the span. d• Wall Panels: Horizontal deflerAlon of 1/240 of the span. 4. Design secondary framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings. D." Seismic Performance: Design and engineer metal building systems capable of withstanding the effects of earthquake motions determined according to BaCA 1990 building code. E• ' 'Thermal Movements: Provide metal building roof and wail panel systems that allow for thermal ' movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants,. failure of connections, and bother detrimental effects. Base engineering �•^ ' calculation on surface tamper' tures of materials due to both solar heat gain and nighttime-sky heat.loss. ' 1 ', Temperature Ctmange (Rang): 120 deg F (67 deg C), ambient, 180 deg F (i 00 deg material surfaces �• '1"fimerrimal Performance: Provide meta! building roof and wall.assemblies with"the toilowing ...; x t therrrtai-resistance values(R-value): l * ' 1 Roof Assemblies . R Wall Assemblies. R— 13, jrte; ' METAL BUILDING,SYSTEMS 13125-2 1 t F} � 9 .• .... Y :ay it{ j C,, i e5..:.. .. r. r .... ... �� , I jjt 'rwwnwww.ru-,� �,�..�., iI t f', ,tTA c r , 7 G. Wind-Uplift Resistance: Provide roof panel assemblies that meet requirements of, 580 :. roR for , the following wind-uplift resistance: , t .. 1. Class 80. suBMlTrALS t A. Product Data: Include construction details, material descriptions, dimensions of indivldual components and profiles, and finishes for each type of the following metal building system components: I. Structural-framing system. 2, roof panels. 3. Wall panels and liners. 4. insulation. 5. Vapor retarders. f. Trim, closures,gutters and downspouts. B. Shop Drawings: For the following metal building system components. include plans, ~ 1 elevations,sections,details,and attachments to other Work s 1. For installed components Indicated to comply with design loads, Include stnictural analysis data signed and sealed by a qualified Missouri Registered Professional Engineer responsibie for Lheir preparation. ' 2. Anchor-Bolt Plans: include location, diameter, and projection of anchor bolts required to attach metal building to foundation. Indicate column reactions at each location. t 3. Structural-FramirXi Drawings: Show complete fggricatiion of primary artd secondary --- framing. Indicate welds and bolted connections, distinguishing between shop and field t ap�+lications. Include transverse cross-sections. -1 4 Roof and Wall Panel Layout Drawings: Show layouts of panels on support framing. '"details of edge conditions, joints, panel profiles, comers, custom profiles,, supports, anchorages, trim, fiashings, closures, and special details. Distinguish between factory- ' - and field-assembled work. Accessory Drawings: Include details of the following,items, at a,scale of not-Jess than 1- r4 ( : 1/2 Inches per 12 inches 1:10 a. Gutters. i r b• Downspouts. . t C. Samples for initial Selection: Mai nufacturees color charts showing"the "full range df, colors avallable'for each type of the following products with factory-applied color finishes:, t 1 Rwf panels. Wall"panels. 3. Trim,closures,gutters end downspouts. s, y, Samples far Verification: For the following � . redacts, manufackurer's stand siY�ss,showiriQr ,t the fail range'"of color, tenure, and g p ° to pattern variations expected, in.:,the pt�nile grid styler < ndicated: Prepare Samples febm the.same material to be used for the Work i , P �r 1. Robf Panels: 12 Inches.(30tt rnm) long'.by actual panel .width. Include clips;. naps, battens;, Goserr s, and other exposed.panel accessories.. 2. 1NalI Panels. 12 Inches (300 mm) long by actual panel.width. Include„cIi caps psi , ':battens;fasteners, closures,and other a sad xpo panel accessories. � N 11 15 j t .jai v f+ iG AEYAI:'BOIL SYSTEMS 8715 3+y a rr 1 5r r 3: t t '!� xcr,C'.tS .,..:.r, r• rr «;°. fir. �,{ ' a -77 +p { y (k td �Yvd'..{i'"t�`.tT1r_,:4e... Sw,_,, r s•fk v � t -. .., .. ,' .; ,+,; r j t '. �➢YNICww�a�tl�Aaomar�iai�a r.. -- - __ _ i i f E. Product Certificates: Signed by manufacturers of metal building systems certifying that . r products furnished comply with requirements. 1. Letter of Design.Certification: Signed and sealed by a qualified professional engineer. j Include the following: a. Name and location of Project. b. Order number. # C. Name of manufacturer. d. Name of Contractor. e. Building dimensions, Including width, length, height,and roof slope. f indicate compliance with AISC standards for hot-r�olied steel and AISI standards r cold-rolled steel, Including edition dates of each standard. g. Governing buildings code and year of edition. h. Design Loads: Include dead load, roof live load, collateral loads, roof snow load, deflection, wind loads/speeds and exposure, seismic zone or effective peak velocity-related acceleration/peak acceleration, and auxiliary loads(cranes). w I. Load Combinations: Indicate that loads were applied acting simultaneously with ! concentrated loads, according to governing building code. r I J. Evaluate existing structure to insure. that loads of proposed addition do not overstress existing structure. Include analysis of snow drift loads where new Y� " additions abutts existing facility with lower roof. F Erector Certificates: Signed by manufacturer certifying that erectors comply with requirements. ` - �:. t G. M nu9adurer Certificates: Signed by manufacturers certifying that they comply with ? requirements. Include evidence of manufacturing experience. P Y � n` M. Qualification Data: For firms and rsons � specified in Quality Assurance Article to y` demonstrate their capabilities and experience. Include lists of completed projects with pro ea names and addresses, names and addresses of architects and ovmers, and other information !� =...,1 specified. i ! ' bl/arranties: Special warranties specified in this Section. rd„ UALlTYASStJFt/lfdCl: A Ereclnr Qualifications: An experienced eresor who has specialized in erecting and InstallingV work similar: In material,.design, and extent to that indicated for this Project and who is acceptable to manufacturer. t,. B. professional Engineer Qualifications: A Missouri Registered Professional Engineer who is ' experienced in pmvrkfing engineering seivices of the,kind Indicated. 'Engineering services are define<3,as thOsS'prerf6rmed for Installations of metal building systems that are sirnitar to those $ f ` indicted for this Prujec�t,in material,design,and extent. C Manuiactarer Qraalifrcatlons:- A fine experienced In manufacturing metal building:systems, r. similar, ta'>those!.tin�dic,ated for,this Project and with a record. of successful in-service performance, n 1 Member'of IIMBMA: 2 11SC f�ertiticadioq for Category MB: An AISC-Certified.Manufacturer that designs and t r > produces metal:buiiding systems and components In an AISC-Certified Fracility. f 3 E lrae�fin r g esponsdbility: Preparation of Shop Drbwdngs, testin devei6pment, teA result interpretation, and comprehensive engineering anayysl by qualified professional engineer. t � . METAL,BUILDING SYSTEMS y, . 1 97'15 3125-. � r kV Io i y { J D. Product options: Drawings Indicate size, profiles, and dimensional requirements of metal buiidirtg'sysleni and are tiled on the specific system indicated. Other manufacturers'systems vrithegqu,�atl performance characteristics may be considered. Refer to Division 1 Section .....( aSubstitutlons.' i 1. Do not modify intended aesthetic effects, as judged solely by Architect, except with t Arc,"iitect's appmval. If modifications are proposed, submit comprehensive explanatory data to Ar0itect for review. _ E. Structural Steel: Comply with AISC S335, "Specification for Structural Steel Buildings-- ; } A!lowabie Stress Design, Plastic Design"; or AISC SU2, 'Load and Resistance Factor Design Specification for Structural Steel Buildings,"for design requirements and allowable stresses. F. Cold-Forted Steel: Comply with AISI SG-571, 'Specification for the Design of Cold-Formed Steel Structural Members,"and AISI SG-91 1, 'Load and Resistance Facet Design Specification for Steel Structural Members;for design requirements and allowable stresses. -` 7 DEt_IVER'i(.STCjit �AND HANDLING f A: l�eliuPr r mponenis sheets panels, and other manufactured items so as not to be damaged or ,i deformed. Package roof and wall panels for protection during transportation and handling. B. Handling: Unload, store, and.erect roof and wall panels to prevent bending, warping, twisting, �- - and surface:damage, i =--. C. Stack materials on platforms or pallets, covered with tarpaulins or other suitable vreathertight and ventilated covering. Store roof and wall panels to ensure dryness. Do not store panels in 71 . contact With other materials that might cause staining,denting,or other surface damage. fi .8 PROJECT CONDITIONS r A. Existing Building: The existing pre-engineered metal building and system is Inryco, —� constructed in 1982. Original shop drawings indicate existing end wall is an expandable end . _ wail. Contractor to verify. i B. Weather Limitations: Proceed with installation only when weather conditions permit roof and .. wall panel lbstallation to be performed according to manufacturer's written instructions and s warranty requirements. ; i ' C,::' Field Measurement`: Verify metal building system foundations by,field measurements before ' metal building fabrication and Indicate measurements on. Shop. Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. ` MMMM r 1 Establishes Dimensions for Foundations: Where field measurements cannot be,made without delaying the Work, establish foundation dimensions and proceed with fabricating structural framing without field measurements. Coordinate anchor brsit installation to ensure that actual anchorage dimensions correspond to established dimensions: # 2. Established Dimensions for Panels: Where field measurements cannot be made without "z delaying.the Work, either establish framing and opening dimensions'and�proceed wiih 1; 'f fabricating roof and wall panels without field measurements, or allow for.feid-trimming . dimensions' panels. Coordinate roof and wall construction to ensure that actual Building ma , ' locations of stn Ural memb&s,and openings correspond to established dimensions.. . . Fl BUILDING SYSTEMS IsA, ' 9 '15 13125 5 METAL • fi,t E;+k .NfNlV1t "WitR+.+fx+we+aY?• r. _ r :'. >•+..�„„�...�^' y� 4 1..�,. 'fir-:1w��¢tr ;F...�.,...�.—,w.:�- ......+ _.. � •;i': t4 a t-ysx ltirdl`k`�:}`�� S �.r va,j�4�5,,-ta�`r��d Ms'x,'- f rt f �4 'IIf• drldsf tt0rtt�.da "��,�...�, .C `kjt i 1.5±COORDINATION !� ' A. Coordinate size and location of concrete foundations and casting of anchor-bolt inserts Into YouWation walls and footings. Concrete, reinforcement, and formwork requirements are specified In Division 3 Section"Cast-in-Place Concrete." 1.10 i --VA AM A. Genera!Warranty: Special warranties specified In this Article shall not deprive Owner of other i rights Owner may have under other rig y provisions of the Contract Documents and shall be in addition to, and nin concurrent with, other warranties made by Contractor under requirements j of the Contract documents. _ f B. Special Warranty on Panels. Written warranty, executed by manufacturer agreeing,to repair or replace roof and wall panels that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Three years from date of Substantial Completion. r ' C. Special Warranty on Panel Finishes: carmen warranty, signed by manufacturer agreeing to repair finish or replace metal panels that show evidence of deterioration of factory-applied finishes within specified warranty ty period. Deterioration of finish includes,.but is not limited.to, color fade, chalking,cracking, peeling, and loss of film intogl*. r., 1. Warranty Period for Roof Panels: 20 years from date of Substantial Completion. 2. Warranty Period for Wall Panels: 20 years from date of Substantial Completion. Special Warranty on Standing-Seam Roof Pane! Weathertightness: Written warranty, signed . -, g by'manufacturer agreeing to repair or replace standing-seam roof panel assemblies thatfall to remain weathestignt within specified warranty period. t 1. Warranty Period: 20 years from date of Substantial Completion. -- 1, RART'2=RRrJDLCTS Z 1 mANUFACTURERS �1� I • A Available.Manufacturers: . Subject to compliance with requirements, manufacturers offering ' products that'may be incorporated into the Work include, but are not limited to,the.foilowing 1. American Buildings Company. 2 Amedcan'Steei Building Cornpany, Inc. , t 3 Behlen Mfg;Co. j Y{j} Butler Manofa"cturing Company. I f 1� 6. Cec.O Building Systems. k as S Star Building Systems: r .. v 7 Steelok Systems Inc a Varco-Pruden Buildings;a United Dominion.Company. : X02 STRUCT-UR�FL'-Ff AlI1Nf3 fUTAT{EJUALS , Structural-Steel Sha pes ASTM A 36/A 3eM or ASTM A 529/A 529M. _ dw f�." Steel Plat$, Bar, or, Strip• ASTM A 529/A 529M, ASTM A 57,0/A 570M, or ; ASTlMA A 572/A 572M;50,000-ppsi (345-MPa) minimum yield strength. f � METAL BUILDING SYSTEMS 9715 13125-8 ..'' �^,��,M�'�^7' y.�.�.7.�.-...�.yl..��.� t•�« ._ r ,...•, s.. < . v i,.a.c k c+.�x' t} J I ' 30 , )i m..�.fl.•�yy lrrt i M.f.a: 1i t;t."IS: ?: s V �` , .,, ♦ 1 ' +I srec�aa�mtosa� uw if..ao:.a�..mr � •f i r�.i, , ,... ___ ..aa:„: ,G<+ ••.%?+`�: c t , C. atrucural-Stec! Sheet: Hot-rotted; ASTM A 570/A 570M, Grade 50 or Grade 55; hot-rolled, ASTM 568/A 568M;or cold-rolled,ASTM A 611, structural-quality, matte (dull)finish. ' ( D. xinaG' ated (Caivanlz odl Steel Sheet: ASTM A 653/A 653M, structural quality, Grade 50,with t G60(Z1 S0) coating designation; mill phosphatized. � E. Won-High-Strength Bob. Nuts, and Washers: ASTM A 307,Grade A(ASTM F 568M, Property Class 4.6); carbon-steel,hex-head bolts;carbon-steel nuts; and flat, unhardened steel washers. i i 1. Finish: Hot-dip zinc coating,ASTM A 153, Class C. F. High-Strength Stilts, guts, and Washers: ASTM A 325 (ASTM A 325M), Type 1, heavy hex steei structural bolts,heavy hex carbon-steel nuts, and hardened carbon-steel washers. 1. Finish: Hot-dip zinc coating,ASTM A 153, Class C. l G. Anchor Rods, Bolts, Nuts, and Washers: As follows: -� 1. Unheadsai Rods: ASTM A 381A 36M. j 2. Unheaded Botts: ASTM A 687, high strength. ' 3. Headed Botts: ASTM A 325 (ASTM A 325M), Type 1, heavy hex steel structural bolts � j <<. and heavy hex carbon-steel nuts. i -~• 4. Washers: ASTM A 36/A 36M1. � H. Primers: As selected by manufacturer for resistance to normal atmospheric corrosion, compatibility with finish paint systems, capability to provide a sound foundation for field-applied topcoats despite prolonged exposure:,and as follows: � 1. Primer. Manufacturer's standard, lead- and chromate-free, nonasphaltic, rust-inhibiting ` primer, a 2. Color. Match Existing. 2.3 PANEL�RE LS A. Metallic-Coated Steel.Sheet Prepainted with Coil Coating: Steel sheet metallic coated by the hot-dip procES.ss and prepainted by the coil-coating process to comply with ASTM A 7551A 755M i 3 and titer following requirements: ` ' 1. Zinc-Coated (Galvanized) Steel Sheet: ASTM A 653/A 653M, G90 (Z27' 5) .coating designation;structural quality. 2.. Surface: Match existing wail panel profiles and colors. ®:, . Panel Sealants: Provide the following: is r' Sealant Tape: Pressure-sensltive, .100 percent solids, gray polyisobutytene compound ' sealant taPe with release-paper backing. P.mvide permanently.elastic,nonsag, nontoxic, " nonstaining tape 1/2 Inch(13 rnm)wide and 1/8 inch (3 mm)thick 2 Joint Sea9anR: ASTM C 020; one-part elastomedc polyurethane, polysu9fide, or silicone rutat�trr.sealartt� oP. ci ' type, grade,,. ass; and use classifications, required to.seal oots In !, t pan6is and, retrain,�reatherllght; and as .recommended by..metal ,building system 'f " rnapufacturer: METAL BUILDING SYSTEMS =w t 9115 , 13125 7 : tit _ } T:! 7k"af�>�i'ii ., YFfs ✓•5 .r, e ,�.. - _ .. rxr �; � �`r�{� �IShcIrYR�lliluOfleRe�ion�arnr - � �_...—_ __.__�...�..__L ___ ___. , ..f L ... .......ten. .,.l.,,..,c, <..,...? •::fi{ INSU ATION MATERIAL:i ! A. . Glass-Fiber-Blanket Insulation: Thermal insulation, complying with ASTM C 991, Type I, or N,41MA 202, of 0.5-iblcu. ft. (a-kg1cu. m) density, thickness as indicated, with a flame-spread rating of 25 or less, and 2-inch-(50-'mm-)wide,continuous,vapor-tight edge tabs. Type Il: Faced one side with nonrefiective vapor-retarder membrane. ` i a. Class A: Membrane-faced surface with a flame-spread rating of 25 or less. Vapor-Retarder Facing: Complying with ASTM C 1136, with permeance not greater than the ~ following when tested according to ASTM E 96, Dasiccent Method: 3 1. Compe'sition: Vinyt-faced, scrim-reinforced polyester, with permeance not greater than F 0.02 perm(115 ng/Pa x s x sq.m). 2. Available Manufacturers: Subject to compliance with requirements, manufacturers — offering products that may be incorporated into the Work include, but are not limited to, the following: { 3. Manufacturers: Subject to compliance with requirements, provide products by one of the Wlowing: ! v• s. s3. CGI Silvercote, Inc. . .f .. . b. Lamtec Corporation. c.. Mizell Bros.Co. I d Oweris-Coming Fiberglas Corporation. ' C.( Retainer Strips: 0.019-inch- (0..&-mm-) thick, formed, galvanized steel or PVC retainer clips ° ' { colored to match insulation facing. , + .5 MISCEL.+'l ALNEOUS MArlERIALS r A. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil (0.4-mm) dry filch thickness per coat. Provide inert-type noncorrosive compound .free of asbestos fibers,sulfur components, and other deleterious impurities. 6 B Nonmetallic, Shrinkage-Resistant Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout,containing selected silica sands, portland cement, shrinkage compermating agents, >~: plasticizing and water-reducing agents, complying with ASTM C 1107, of consistency suitable for application, and with -minute working time. r C. Shop .Primer for Galvanized Metal Surfaces: Zinc dust, zincaxide primer selected by , manufacturer for compatibility with substrate. Comply with FS TT-P-641. }} , .� .•3j 2M9 FAA Ile N.GEMS, �{ A General. Qess3gn ceymponents and.;field connections required for erection to,penr�it' easy t assembly aiid disassembt . i } `' 1 1 l"abricate components in 6 manner that once assembled in the shop,a2hey may, be dislas tem,bled;reperka�6&sand reassembled in the field. .;. ' 14 2 2 Mark 'each place and part of the. assembly to correspond with previouslypated ' ereiiost drawings;diagrams, and instruction manuals. , Fagrirate framtn�to produce clean,smooth cuts and bends. Punch holes of Proper size, }t( r ` .. shape; aiid location. Cold-formed members shall be free of cracks,tears, and ruptures. i tea M E SYSTEMS 9715 13125 t3 �� 4} j� /ji } t t. j J y:. •_�,�,,...".t*�" „y,;*?riFr n d t f r s r }t��k ]� �J,t ° �l1 .<rt Ir i '. t ?, ': ,:•'+ .,.3, ,. .. 'i .`TtSJS?'�R'a, ,411 a'+1... d C.'rt c ,rj tY..: ve. _',t{ , 'r ..'. . ..`.: ., • , S � di11Yl1 11R�1 167LILf,�IN111l�AS011tsdr�m� �rar wnea�• .� ,4�ee. — 5—�__— .a°'..(..•. .. .i..?'n .. .ti. ..t?. . ;a?•, }r 1 f3. Primary Framing: + Shop-fabricate framing components to indicated size and section with ba5e p laces, bearing plates, stiffeners, and other items required for erection welded into place. rift, and weld framing for bolted field assembly. Cut,form, punch,d 1, • Make shop cortnedions by welding or by using high-strength bolts. NR �. loin flanges to webs of built-up members by a continuous submerged arc-welding 3. BR mPresslan flange of primary framing by angles connected between frame web and pudin or girt web, so flange compressive strength is within allowable limits for any combination of Ioadlpgs. 4. Weld clips to from for attaching secondary framing members. S. Shop priming: Prepare surfaces for shop priming according to SSPC-SP 2. Shop prime f primary suwural remembers with specified primer after fabrication. G, Secondary Framing: Shop-fabricate framing components to indicated size and'section by roil- forming ear break-forming,with basepiates, bearing plates, stiffeners, and other plates required for erection welded into place. Cut, form, punch, drill, and weld secondary framing for bolted field connections to primary framing. } = 1. Make shop connections by welding or by using non-high-strength bolts. ;:. a. Shop Priming: Prepare surfaces for shop priming according to SSPC-SP 2. Shop prime sscxandary structural members with specified primer after fabrication. fJ. Tolerances: Comply with MBMXs"Low Rise Building Systems Manual": Chapter IV, Section 9,"Fabrication and Erection.Tolerances." 1 27 STRUCTt1 L iF•Fi�►�t► lPI 'k PrIfflary Framing: Manufactu y er`s standard structural primary framing system, designed to p withstand required loads arxd specified requirements. Primary framing Includes transverse and loan-to frames; rafter, rake, and canopy beams; sidewali, intermediate, end-wall, and comer columns;and wind bracing. +Gener'ai: Provide frames mith attachment plates, bearing plates, and splice members. „ Factory drill fa feici-bolted assembly. Provide frame span and spacing indicated. aSlight variations in span and spacing may be acceptable if necessary to meet manufacturer's standard, as approved by kited. r 2. Rigid Clear-Span Frames: l-shaped frame sections fabricated from sho''p Ided, built- tip steel plates or stRrctur al-steel shapes. 3. Frarr+e configuration: One-directional sloped. 4.. Exterior Column Type: Uniform depth. r h'' .Uniform depth. B. E nit-UNall Framing: Manufact urer's standard primary end-wall framing fabri cated far. feid r boht d.assembly to comply with the following: - } lxnd=Wail' and Comer Coiumns: I-shaped sections fabricated from structural-steel scrapes;�shop•welded, built-up steel plates; or C-shaped, cold-formed,. rudurai-steel sheet;With minimum thickness of 0.0747 inch (1.8 mm). 2. End-Wall Rafters: Cra hailed, cold-fom�ed, structural sheet; with minimum thickness of 0.0598 inch (1:5 mm). w t C, SBCUndary Framing* Manufacturees standard secondary framing members, lncitxiing.puriins, f girt s, save struts flange bracing, base members, gable angles, clips, headers, jambs, and . 8715 MET�t.13UiLDING SYSTEMS 13125-,9 �z�fC+4 WAN other miscellaneous structural members. Fabricate framing from cold-formed, structural-steel sheet or roll-formed, metallic coated steel sheet prepainted with coil coating, unless otherwise _ Indicated,-to comply with the following: ;+ 1. Purlins: C•-or Z-shaped sections; fabricated from minimum 0.0598-Inch-(1.5-mrn-) thick t steel sheet, blillt-up steel plates, or structural-steel shapes; minimum 2-1/2-inch- (64 ~ mm-)wide flanges. a. Depth: As required to meet design loads. Girls: C- or Z-shaped sections; fabricated from minimum 0.0596-inch- (11.5-mm-) thick steel sheet, built-up steel plates, or structural-steel shapes. Form ends of 2 sections with stiffening lips angled 45 to 50 degrees to flange and with minimum 2-1/2-Inch- (64- j mm-)wide flanges. M1 a. Depth: As required to meet design loads. 3. Flange and Sag Bracing: Minimum 1-5/8-by-1-5/8-inch (41-by-41-mm) structural-steel -- angles, with a minimum thickness of 0.0598 inch (1.5 mm), to stiffen primary frame � flanges. . Base or Sill Angles: Minimum 3-by-2-by-0.0747-inch (16-by-51-by-1.9-mm zinc-coated (galvanized)steel sheet. ) �- 5. Pudin and Girt Clips: Minimum 0.0747-inch- (1.9-mm-) thick, zinc-mated (galvanized) steel sheet. : 6. Secondary End-Wall Framing: Mlanufacturer's standard sections fabricated from minimum 0,0747-inch- (1.9-mm-)thick,zinc-coated (galvanized)steel sheet. . 7. Framing for Openings: Channel shapes; fabricated from minimum 0.0590-inch- (1.5- '`` mm-) thick, cold-formed, structural-steel sheet or structural-steel shapes. Frame head y 1 4; and jamb of door openings, and head,jamb, and sill of other openings. - - 8. Miscellaneous Structural Members: Nlanufacturees standard sections fabricated from cold-formed,structural-steel sheet;built-up steel plates;orzino-coated (galvanized)steel ' sheet;designed to withstand required loads. D.' Bracing: Provide adjustable wind bracing as follows: 1. Rods: ASTM A 3b/A 36M; ASTM A 5721A 572M, Grade D; or ASTM A 529/A 529M, I Grade 50; 1/2-Inca-: (13-rnm7) diameter steel; threaded full length or threaded a t minimum of 12 inches,(300 mm) at each end. E. Bolts: Provide.shop-painted bolts unless structural-framing components are in direct contact with roof and wall panels. Provide zino-plated bolts when structural-framing components are in i direct contact with roof and wall panels. r. 2.f1!: GOOF P�iNLS A Standing-,earn Roof Panels: Manufacturer's standard panels similar tot existing in size, profile; ' i guage and finish and complying with the following: t 1 Ribbed Roof'Panels: Fabricate from metallic-coated steel sheets,prepalnted with coil c:�etlhg, factory formed with 34nch- (76-mrn-) high (including seam), raised trapezoidal' major ribs at J panel edges, and infiermediate"s#iffening ribs symmetricaily spaced between. maJar'ribs fol�full length,of panel. Co with the:foliawing: a 2. V Ical-f ib Roof Panels: f=abricate flat-pan panels from metallic' steel sheets 'prepainted.with coil coating, with 2-inch- or 34nch high, inverted-L, vertical ribs at panel edges.' Design panels for mechanical attachment to roof pudins using concealed clips in aide laps. Facto a I sealant at each P Factory poly Interlocking Joint. Comply with the following: i. _ METAL BUILuING sYS TEMS _v 9715 13125 .10 irF t tl x �Sia�r (. . i •' r S t iFi�[ �3MiGiYRf�G9T Ita�l7rlerel4��ea���an><�wia LrreMis.ui.:i.-.: ?�i• � _ .1 _ ,x.•+�+.,j jti a. Material: zinc-caated (galvanized)steel. b. Material: Aluminum-zinc alloy-coated steel. c. Matedat: Aluminum-coated steel. d. Metal i hickne : 24 gunge. e. .faint Type' As standard with manufacturer but similar to existing. r d. Roof Panel Arssori m As: Provide components required for a complete roof panel assebly ce � including trim, copings, fas ae, mullions,sills,comer units,ridge closures, clips, seam covers, battens, fiashings, gutters, sealants, gaskets, fillers, closure strips, and similar items. Match I materials and finls%hes of roof panels,unless otherwise Indicated. !. 1. Closures: provide closures at eave and ridge,fabricated of same metal as ref fined to 2. Ciip►s:• Minimum 0.0625-inch- (1.6-mm-) thick, stainless-steel panel dips desig withstand negative-load requirements. rte C. Exterior Finish: Matra Existing. ' 2,'_._— WALL pAt�Et_S A. Uninsulated Wall .Panels: Provide manufacturer's standard panels complying with the ! ; following: file : Fabricate from metailic.-caated steel sheets 1. Ribbed Panels (Match existing pro ) prepainted with coil coating, factory formed to provide 38-inch (916-mm) coverage. with 7. t. raised trapezoidal major ribs at intervals to match existing. Design panels for . rnechaniaat attachment to structure using exposed fasteners, lapping major ribs at panel edges. Comply with the following: a. Material: Zinc coated (galvanized)steel. b. Metal Thickness: 26 gunge. a ' S. Wall Uner Panels: Fabricate from metallic mated steel sheets prepainted with coil coating, factory formed to provide 3&inch (g14mm) coverage,with reed major ribs at 12 inches (305 ' . mm) o.c., and intermediate stiffening.ribs symmetrically spaced between maj or-ribs for full length of panel. t9esign pranels for mechanical attachment to structure using exposed fasteners,lapping major ribs at panel edges.. Comply with the folloy+ing: ` 1; Material: Zino-coated! (galvanizecn steel. r; 2, Metal"Thickness: 26 guage. C: Wall Panel Accessories: Provide components required for e:corroplote wall panel assembly, s sills' comer units,:.clips, seam..covers, .battens, flashings, including trim, copings, mulirorr , , sealants; gmksts,'fillers, closure strips, and similar items. Match materials and finis�tes of panels. Exposed Finish for�xtodor Panels: Apply the following coil coating: ©.` Expo Fluoro lymer Twa-Coat System: Manufacturer's„:standard two-raat, thermocureit . r rmsisting of speclal{y forTrrulated inhibitive primer=and,fluarvpomer. colas E topcoat cantainirtg`not less than 70 percent polyvinylidene fluoride resin by weight,wRh a } fatal minimum dry film thickness of 1 `mil (0.025 mm) and 30 percent reflective..globs n w.y g to AST'M D 523. when tested ac+oondin , �yi l -tt w t a. burebility:' Provide coating field tested under normal range of weather conditions J i for a minimum of 20 years without significant peel, blister; flake; chip, crack; or t METAL BUILDING SYSTEMS ' � � 9715 t1 v: � U-2 i�„ti�,^ : ��� — --�.��--�'—• - -- -��.' .. s.,: i, .,, ....,,fna,,, t .., ,rt.n rr.f,�,acs;` y check In finish; without chalking in excess of a chalk rating of 8 according to. A STM D 4214; and without fading In excess of five Hunter units. M , , y Z , Colors,Textures, and Glosses: Match exiting. E. Exposed Finish for Liner Panels: Apply the following aril coating: 1. Siliccnized-Polyester Coating: Epoxy primer and silicone-modified, polyester-enamel topcoat; vhth a dry film thickness of not less than 0.2 mil (0.005 mm) for primer and 0.8 mil(0.02 mm)for topcoat. .. 2. Colors, Textures, and Glosses: White. . r , .10 ASCIA ANP-TRIM PMELS -- i A. Fascia Panels: Manufacturer's standard panels complying with the following: ' 1. Match existing trim profile and material. a. Material: Znc-coated(galvanized)steel. - b. Metal Thickness: 28 guage. G. Joint Type: As standard with manufacturer. ; 2. Fascia Panels: Match finish and color of existing trim. 4 yY M11 " ACCESSORIES ~� A. General: Provide accessories as standard with metal building system manufacturer, and j complying with the following: .I ,fit Ir .� 1. . Provide sheet metal accessories of same material and in some finish as roof and wall panels, unless otherwise indicated. - <f:` B. Fasteners: Self tapping screws, botts, nuts,self-locking rivets and bolts,end-welded studs; and `j other.writable fasteners designed to withstand design loads. Provide fasteners with heads `4} matching color of roof or wall sheets by means of plastic 'caps or factory-applied coating. y flit' ,t �of Gompiy with the following: # {; 1. Fasteners for Roof Panels: Self-drilling or•self-tapping, zinc-plated, hex-head carbon- — � steel srA ews, with a stainless-steel cap or zinc-aluminum-alloy head and EPDM or s t neoprene sealing washer. 5 2 Fasteneirs','for Wail Panels: Self-drilling or self-tapping, zinc-plated, hex head carbon steel seaews,Q6 nylon or polypropylene washer. Fasteners for Flashing and Trim: ,Blind fasteners or self-drilling screws wAth hox washer k1. head... ' 4 Blind Fasteners: Hlgh�strength aluminum or stainless-steel rivets: . �r C Flashin and."rdm:. Form from 2S ua e, zinc-coated alvaniz steel:.sheet. provide 0 9 . 9 (9 t � r flash ing':and trim as required to,sea against,weather and to;provide finished appearance l_acatlons',1hclWe, but are not limited to, eaves, rakes, .porner's,,,bases, frarped openings, F, 4fh sir ges,9asctne, and fillers,` Finish flashing and trim with sarne finish system as exlsting roof or Wall ipanel trim, Gutters: Form from 28 gunge,.zinc,-coated (galvanized) steel sheet. ".:Match profile of existing trim, complete with snit pi©ces, outlet tubes, and other special pieces as required. Fabricate in +; fi miriimum..984nch-'(2400-mm-) long sections, sized according to SMACNKs "Architectural �r l a,rt>4 METAL.BUILDING SYSTEMS 9715 13125,- 12 ��'l�t r ft' yir t•, i)' tt ' 'r-..�..�.......... I ^,�°'R� i Sheet Metal Manual." Furnish gutter supports spaced 36 inches(900 mm) o.c., fabricated from ! same metal as gutters. Finish gutters to match existing roof fascia and rake trim. E. Downspouts: Fonm from 26 guage, zinc-coated (galvanized)steel sheet; in 10-foot-(3-m'-)tong sedions, complete with foivned elbows and offsets. Finish dmvnspouts to match existing downspouts. j F. Snow guards: Prefabricated, noncorrosive units designed to be installed without penetrating --! roof panel, and complete with predrilled holes, clamps,or hooks for anchoring. , ? i 1. Plastia'fype guard: Polycarbonate, designed for attachment to roof surface using ' silioone or polyurethane sealant or adhesive tape, as recommended by manufacturer. a. Available Products: Subject to compliance with requirements, products that may be Incorporated Into the Work include, but are not limited to,the following: 1) 'Polar Blox; Polar Biox, Inc. 2) SNOJAX; Snojax, Inc. 3) SNO-GEM;Sno-Gem, Inc. G. Closures: Closed-cell, laminated polyethylene; minimum 1-inch- (25-mm) thick, flexible �. t closure strips; cut or premolded to match roof and wall panel profile. Provide closure strips where Indicated or necessary to ensure weathertight construction. 2.1Z FINISHgS.GENEEtAI. A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products° for recommendations for applying and designating finishes. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are 4 acceptable if they are rwbin one-half of the range of approved Samples. Noticeable variations ' In the:same piece are not acceptable. Variations in appearance of other components are acceptable If they aro within the range of approved Samples and are assembled or Installed to s minimize contrast. tt PAST 3-EXECU71ON 3.1 EXAMIN)%TiON A. Examine substrates, with Erector present, for compliance with requirements for installation tolewanres'and other conditions affecting performance of metal building system: ff 1. Proceed with erection only after unsatisfactory conditions have been corrected. '• 4N\ t : Before erection proceeds, stiNey'elevations and locations of concrete and masonry.bearing +r 'surfaces,-baseplate's, and anchor bolts to receive structural framing. Verify compliance.with requirements and metal building system manufacturer's tolerances. Qx PREPARAO!N _TJ Clean substratP.s of suWar ces, including oil, grease, roiling compounds, Incompatible p rimers; " r and loose mill scale,that impair bond of erection materials. B. Surface Preparation: Clean.and prepare surfaces to be painted according to manufacturer's ions for each articular substrate condition and as specified. .written instruct p f M ' METAL BUILDING SYSTEMS ' 9715 <• ;13125 $13 y { d� � r W'� t� ; i t 3.3 --ERECTION 1 A. Erect,metal building system according to manufacturer's written Instructions and erection drawings. # B. Do not field c►A, drill, or alter structural members without written approval from metal building " } c sys#om manufacturer's professional engineer. C. Sat structural framing in locations and to elevations Indicated and according to AISC i specifications referenced In this Section. Maintain structural stability of frame during erection. f jD. Basseplates and Bearing plates: Clean concrete and masonry bearing surfaces of bond- reducing materials and roughen surfaces before setting baseplates and bearing plates. Clean bottom surface of baseplates and bearing plates. 1. Set baseplates and bearing plates for strtrdural members on wedges, shims, or setting ( nuts". Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims but, if providing, cut off flush with edges of baseplate or bearing plate before packing with grout. I 3. Pack grout solidly between bearing surfaces and plates so no voids remain. Finish . { exposed surfaces, protect installed materials,and allow to cure. t a. Comply with manufacturer's written instructions for proprietary grout materials. F fw E. Align and adjust.framing members before permanently fastening. Before assembly, clean ::;.. bearing surfaces and other surfaces that will be in permanent contact. Make adjustments to fir. compensate for discrepancies in elevations and alignment. 1.: Level and plumb Individual members of structure. + i F. Primary Framing and End Walls: Erect framing true to line, level, plumb, rigid, and secure. Level'baseplates to a true even plane with full bearing to supporting structures, set with double- j nutted anchor baits. Use grout to obtain uniform bearing and to maintain a level basIine a elevation. Moist cure grout for not less than seven days after placement. ... 1 f r� 1. Make field connections using high-strength bolts. Tighten bolts by tum-of--the-nut -- ' method. " G.. Secondary Framing: Erect framing true to line, level, plumb, rigid, and secure. Fasten secondary framing to primary framing using clips with field connections using non-high-strength r bolts. Hold rigidly to a straight line by sag rods. �- ;• A. Pmvkie rake or gable pudins with tight-fitting closure channels and fasciae. 2. Locate acid.specs wall gluts to suit door and window arrangements and heights. s i Provide suppiomotttsl framing at entire, perimeter of openings, IriGudirtg doom windows, Ieuvers,ventliators,and other penetrations of roof and walls." R H: , Bracing: install bracing In roof and sidewalis where Indicated on erection drawings. f : x 1. Tighten rod bracing to avoid sag. , 6M i} jjP111Mq/„ ` METAL BUILDING S�lSTEMS 9715 13125 14 'R y�y t t^k 4 :4 1 b!t n,.*Ftt' .. : .. .. .... .. .. .o-.. . .....r ..2""^'",'..F. •f'^°"';^,.�k' +�� Ellt; i r tx I. '1`raming for Openings: Provide shapes of proper design and size to reinforce openings and to cam/,loads and vibrations imposed, including equipment fumished under mechanical and µl electrical work. Securely attach to building structural frame. 3& QQF PAfd&JNS1&L6L1QN l A. General: Provide roof panels of full length from eave to ridge when possible. Install panels I perpendicular to puriins. 1. Field cutting by torch is not permitted. 2. Rigidly fasten cave end of roof panels and allow ridge end free movement due to ? -themrial eVansion and contraction. Predrill panels. 3. Flash and seal roof panels with weather closures at eaves, rakes, and at perimeter of all openings. Fasten with self-tapping screws. ; 4. Install screw fasteners wlth power tools having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw threads, or panels. Install screws In predrilled holes. 5. Use aluminum or stalnless-steel fasteners for exterior applications and galvanized ! .' fasteners for interior applications. 5• Locate and space fastenings in true vertical and horizontal alignment. 7. Locate panel splices over, but not attached to,structural supports. Stagger panel splices to avoid a four-panel lap Vice condition. C `. B. Standing-Seam Roof Panels: Fasten roof panels to pudins with concealed clips at each } t' "t standing-seam joint. Install Gips over top of insulation at location and spacing determined by ' Manufacturer. i 1. install Gips to supports with self-drilling fasteners. gimp standing.seams with manufacturer-approved motorized seamer tool so dip, panel, - and factory-applied side4ap sealant are completely engaged. C. Lap-Seam Roof Panels: Fasten roof panels to puriins with exposed fasteners at each lapped t� joint at location and spacing determined by manufacturer. 1. Arrange and,nest side4ap joints so prevailing winds blow over, not into, lapped joints. I '+ Lap'ribbed or,fluted sheets one full rib corrugation. Apply panels and associated items r`` C for neat and wea�therti ht endasure• Avaid' neI creep"or application not:true to line. 1 t g pa p 2. Locate and space exposed fasteners in true vertical and horizontal alignment. ! r .3 Provide sealant tape at Capped joints of roof Panels and between panels and protruding e quipment.gents, and accessories. ` 4. Apply a continuous ribbon of sealant tape to weather-side surface of fastenings on end... 4 la ps, send on side laps of nesting-type panels. i 5. At.panel splices, rust panels.wlth minimum 6-Inch (I5amrn) end lap, sealed wIt4 butyl 3' t{ sealant and fastened together by interlocking clamping plates. y, r WALL PAL. NST LLr4TIOP1 General•: Provide panels full height of building when possible. Install panels perpendicular to t, ,girts. 9 Arrange srrd'nest side-lap,joints so prevailing winds blow over, not into,dapped joints. Install panels with vertical edges plumb. Lap ribbed or fluted sheets one full rib corrugation. . Apply, panels and associated items for neat and weathertight 'enclosure n, Avoid°panel creep"'or application not true to line. MJTt,BUILDING SYSTEMS 9715 :13125= 15 �il��`7.S ,fit t,i"a. � >: f + } .,` .. „»t a ,.x,i��.,si, .71 ^e �cb .. i.�t'"fZ •wr^��tr Xy} "�+ ; f' k 4 a, 2. Unless otherwise Indicated, begin panel installation at comers with center of rib lined up with line of framing, F 3. Field cutting by torch is not permitted. 4. Align bottom of wall panels and fasten with blind civets, bolts,or self-tapping screws. 5. Fasten flashing and trim around openings and similar elements with self,-ta 6. When two rows of panels are required, la screws.p panels 4 inches (1i70 mm) minimum. Locate t , panel splicas over structural supports. 7. When building height requires two rows of panels at gable ends, align lap of gable panels over wail panels at eave height. 8. Install cmw fasteners with power tools having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw threads, or panels. Install screws In predfilled holes. 9. Provide weather-resistant escutcheons for pipe and conduit penetrating exterior walls. 10. Flash and seal wall panels with weather closures under eaves and rakes, along lower . j panel edges,and at perimeter of all openings. i 11. Apply elastomedc sealant continuously between metal base channel (sill angle) and concrete, and eLwAere as necessary for waterproofing, dandle and apply sealant and backup according to sealant manufacturer's written instructions. 12. Use aluminum or stainless-steel fasteners for. exterior applications and galvanized fasteners for interior applications. ' 13. Locate and space fastenings in true vertical and horizontal alignment. x ;t B. Uninsulated Panels: ln.,tall wail panels on exterior side of girts. Attach panels to su �t pports with fasteners as recommended by manufacturer. y C. Liner Panels: install panel is on interior side of girls at locations Indicated. Fasten with exposed fasteners as recommended by manufacturer. 3.6 FASDIA AND TRIM INSTALLATION A. General: Provide panels full width of fascia and trim. Install panels perpendicular to support i 1. Arrange and nest side-lap p joints so prevailing winds blow over, not into, lapped joints. a . . .. Install . parnels with vertical edges plumb. Lap ribbed or ,fluted panels one fu!l rib ooerrugation. Apply panels and associated Items for neat and weathertight enclosure. Avold"panel creep or application not true to line. 2 Field cutting by torch is not permitted. Fasten flashing and trim around openings and similar elements with self-tapping screws. 4. Install screw fasteners with power tools having controlled torque adjusted to rwmpi-ess neoprene washer tightly without damage to washer, screw threads, or'panels. Install " screws In predrilled holes. f 5. 'Use aluminum ;or stainless-steel fasteners,for exterior applicatio ns and galvanized F fasteners,for Interior applications: Z. Locate and space fastenings in true vertical and horizontal alignment: v s , , Fascla.,Panels: Align..bottom of g panels, and fasten with bUnd rivets, bolts, or self tapping screws. ash and seal;pan®Is.with'weather closures where fasciae';meet:soffits, along lower, , full �,it . Biel edges,and at perimetee,of all openings.' .. P 3 7 IINSUL�1TIOI NSTALLA.TION ; r, A General: Install insulation concurrently with panel installation, according to manufacture Written instructions and as follows: , xk tiY t fi ,METAL BUILDING SYSTEMS 9715 13125-16., `L�+J�� .G �2, =k74� 1 7 ... ,. .r,x:e ... .. •. �t ..s..usr+,r+'+NxaN't<iS]yy Lty,�zt.ash '777'77-77"', 4 7 , a'wom�..n.wr- - -- ,..r.._?Yw._._.�r.—_.._.�__....`.—.—_ —� — l _.�_ .. ri .... .... ..... .. v._. ..,, ,...>e, .. ,,,•.w;tfi; 1 {r 1. Set vapor-retarder-faced units with vapor retarder to warm side of construction, unless otherwise indicated. ' 2. Tape Joints and rupture; In vapor retarder, and seal each continuous area of insulation to i surrounding construction to ensure airtight installation. B. Blanket Insulation: Install factory-laminated, vapor-retarder-faced blankets straight and true in one-piece lengths with both sets of facing tabs sealed to provide a complete vapor retarder. ? Comply with the following installation method: 1. Over-' Instailation: Extend insulation and vapor retarder over and perpendicular to top flange of secondary framing members. Hold in place by panels fastened to secondary framing. k 2. Between-Pudin Installation: Extend insulation and vapor retarder between pudins. Carry ^Y' vapor-retarder facing tabs up and over purlin, overlapping adjoining facing of next ' Insulation course maintaining continuity of retarder. Hold in place with bands and crossbands below Insulation. , 3. Retainer Strips: install retainer strips at each longitudinal insulation joint, straight and taut, nesting with secondary framing to hold insulation In place. r 3'8 �tCCESSO fly INSTALL&U N A. General: Install gutters,downspouts, and other accessories according to manufacturer's written � Instructions, with positive anchorage to building and weathertight mounting. Coordinate Installation with flashings and other components. B. Flashing and Trim: Comply with performance requirements, manufacturer's written installation i Instructions, and SMAC:NA's "Architectural Sheet Meta! Manual' Provide for thermal expansion of metal units; conceal fasteners where possible, and set units true to itr e and Level as Indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant, 1. Install exposed flashing and trim that Is without excessive oil canning, buckling, and tool ' marks and that Is true to line and levels indicated, with exposed edges folded back to fours hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof and weather-resistant performance. 2. Expansion Provi.dons: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet (3 m)with no joints allowed within 24 �t Inches 61'0 mm of comer or Intersection. Where lapped or, bayonet-type expansion provisions cannot be used or would not be sufficiently weather resistant'and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) } deep, filled with mrastic.sealant(concealed within joints). "3: . Separations: Separate metal from incompatible metal or corrosive substrates by coating ' concealed surfaces, at locations of contact, with asphalt mastic or ,other permanent �} ,operation as recommended by manufacturer. C. .. r Gutters: Join sections with riveted and soldered or lapped and seated joints. Attach gutters to eave with gutter Clangers spaced not more than 4 feet (1.2 m) o.c. rising rnan dedturer's standard fasteners. Provide end closures and seal watertight with sealant. Provide for thermal expansion: D [downspouts: Joint sections with 1-112-Inch (38-mm) telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch (25 mm) away from walls; locate fasteners at top, and bottom and at approxti�tatety 50 inches(1500 mm)o.c. in between. 1. Tie downspouts to underground drainage system indicated. r •t "" ✓ j MI=TAI.BUILDING SY5TEMS 9715 139x5`= 17 I •�t•�VNYJYJe# 'AU A.M .�,: r f Y k t, {Y'41 r t'f 1 .t• <i.. .' ..rf ... ,n.';k� ,.` t .; trr fir . . +r^"°"•'.�i i,A{ �f 7'�S: 3�fr�F a +.-...-�., - _ __.Y .._..._...,�. -rr: 1�f{'�fy_..�.._��•r�fy.Y.tt t#� �S��iti• ''i�pkS�A f�g u - a�4`t{. ns�''ut Ar'Yfb' �{ Y A •i ..t,' n � ., r:. �` v i:•,. ,5xy 3.9 _.. ERECTION AMID L 008TION TOLERANCES 1 !r r. — A. . Structural-Steel Erection Tolerances: Comply with erection tolerance limits of AISC 5303, R "trode of Standard Practice for Steel Buildings and Bdd es. E B. Roof Panel Installation Tolerances: Shim and align units within Installed tolerances of 1/4 Inch In 20 feet (6 mm in 6 ran) on slope and location lines as Indicated and within 1/8-inch (3-mm)' ' offset of Adjoining faces and of alignment of matching ) profiles. C. Wall Panel Installation 'rolerances: Shim and align units within Installed tolerance of 1/4 inch i In 20 feat(8 mm In 8 m)on level, plumb, and location lines as Indicated and within 1/8-inch (3- fmrn)offset of adjoining faces and of alignment of matching profiles. 3.10 Ct.I=�►NING Ai1ID PRO ECION A. Touchup Painting: Immediately after erection, clean. prepare, and prime or.reprime welds, _ bolted connections, and abraded surfaces of prime-painted primary and secondary frarning, accessories, and bearing plates. Clean and prepare surfaces by hand-tool cleaning, SSPC-SP 2, or power-tool cleaning, SSPC-SP 3. 2. Aptly compatible primer of same type as shop primer used on adjacent surfaces. - B. Touchup Painting: Cleaning and-touchup painting of field welds. bolted connections, and abraded surfaces of shop-painted primary and secondary framing, accessories, and bearing plates are included In Division 9 Section°Painting.° i i C. Repair damaged galvanized coatings on exposed surfaces with galvanized repair"paint r i accordin to ASTM A .. t. 9 780 and manufacturer's written instructions. f D.. Roof and Wall Panels: Remove temporary protective coverings and strippable films, if any, as soon as each panel is ir+stalled. On completion of panel Installation, clean finished surfaces as t3 i recommended by panel manufacturer and maintain in a clean condition during construction. J Replace pl panels Mat have been damaged or have deteriorated beyond successful repair. F' by finish touchup or similar minor repair procedures. 4, r END OF SECTION 13125 t, r . , An, . rrtr`' `t l METAL BUIWING SYSTEMS 9715 13125 18 p ,. "�t`i 7.S}k z `� r � r a.•e r raWHr� e,x ...x.� Ft� .�- µ4-.,.»« ,sr r.J,v.,p,•,k ,�.,.„� t Y qq f Jt`�tF. �iF• 44 .ril, +J Q. t r.r 1, ( ' it .: MW y a n of 9 { SECTION 15100 MECHANICAL SPECIFICATIONS PARTI - GENERAL 1.1 SUMMARY A. Relocate existing equipment and provide radiant heating units accessories.End oil "y separators as specified herein and indicated on the Drawings. 1.2 SUBMITTALS A. Product Data i. Manufacturer's standard schematic drawings: a. Modify drawings to deletc information which is not applicable to project. b. Supplement standard information to provide additional ittfuntration applicable to «� project. 2. Manufacturer's catalog sheets,brochures.diaFuam<.,cc hedulex.perl'unnance charts. illustrations and other descriptive data: 9L Clearly mark each copy to identity pertinent materials,products or models. b. Show dimensions and clearances required. C. Show performance characteristics and capacities. d. Show wiring diagrams and controls. : s 3. Manufacturer's Shop Drawings.cutsherts,specifications and other items need to fully. demonstrate compliarae with the specified requirements. t. 4. Manufacturer's installation instructions. ?` S. Provide submittals as specified herein on the foilo«7ng hams: IL Exhaust Fans y, '? b. Combinalion Louvers C. Radiant Cas Heating Units PART 2- PRODUCTS . t 2.1 PROPELLER EXHAUST FAN UNITS A. Wall-1kYauritad Propeller Fans-Belt Drive L Fan housing shall be heavy gauge aluminum mounted on a rigid support structure. ' 2. Provide with factory mounted intake guard with mash screen. 3 Fret shall bearAMCA Certified Performance Seal I'or air and.aund. Fan criormance Shall be as indicated on the r)m in s. Wall=mounted propeller Iiins.shull be G;ixr�. Ciro cnh��k,ALtvl13,ur Penn sltall be considered ma approved equals. 2,2 COIviI3INATION LOUVERS Y; tC A ;.Comhiiration Louvers ' fF 1. Provide conibin' (ion louvers of site and type as indicated on Drawings. rk 4, { s esT>; Ruc . MECHANICAL SPECIFICATIONS f.0 TR�V1VStT 9197 .. moo- I of 2 9idti.t { 4t t wl S Z � _, ^^+."`fYM4MiAMYM./JAt# fRWflf4.b wi• M Jr.�.rro,.. .,...J 1.'Y'••• .... ' .`1..' t. KAM �,�h .fX. fi��b �i1�irlyr. '�f.5q td's (t i IfIIB41�lM lmrivonvf�uoi"ar�fr.f •�6�rma.w' ..�.,�........ — _��._—a_...—_�_— � __ r a_ _ .. . .. ..... .., ..r..... • 2. Combination louver frame shall be of 6"deep 6063T5 aluminum construction with 0.125" ; wall thickness. Frame shall have slots provided for caulking. 3. Stationary blades shall be 6063T5 aluminum,0.08"wall thickness. Weatherproof blades M' ` shall be at 37-1/20 angles and spaced at 4.1/2'on center. ' i a. Adjustable blades sholl be 6063T5 0.125'wall thickness aluminum. 5. Combination louver shall be furnished with a bird screen or 3/4"x 0.051"expanded, -- flattened aluminum. j 6. Adjustable blades shall have extruded vinyl blade edge seals. 7. Combination louvers shall have flexible.compressible alumimun jamb seals. 8. Combination louvers shall be ol'the low leakage type. ( 4. Low leakage combination louvers shall be constructed such that when the adjustable blades are fully closed.they do not leak more than 1%of the airflow that the combination louver ` passe when the adjustable blades are fully open j10. Combination louvers shall be Ruskin or equivalent. f 2.3 RADIANT GAS HEATING UNITS ' { A. Radiant Gas Heating Units 1. Provide radiant gas heating units of size and type as indicated on Drawings. 2. Radiant gas heating units shall have a direct seise silicon-carbide hot surface ignition with 100%shut-off ignition device. 3. Combustion air fan shall have a totally enclosed motor with thermal overload protection. # balanced air rotor,combustion air proving safety pressure switch.aid intake collar. 4. Gas burner shall he of stainless steel construction. Combustions:section shall have a sight glass for inspection of ignitor element and burner flame. 5. Radiant tube wsembly shall be 4"diameter. First 10'of tube shall be aluminized steel,the remainder of tubing may be hot-rolled steel. tom~ ! 6. Heaters shall-b--vented per manufacturer's recommendations and ANSI Z-223.1 National j Furl Gas code: 7- Radiant Gas Heating Units shall be Roberts-Gordon.Inc.or equivalent. i-- j PART 3- EXECUTION 3.1 EXHAUST PANS AND COMBINATION LOUVERS A. Exhaust fans and combination louvers shall be installed according to manufacturer's : recomm-endations and per the latest edition of SMACNA duct construction standards. 3.2 RADIANT GAS HEATING UNITS fti r ? A. Radiant gas heating units shall be installed per the manufacturer's reconunendations. { B. Coordinate support of radiant gas heating units from roof structure with supplier of preengineered I building:, END OF SECTION t �yt V t sj Qt!£Si'BC MECHANICALSPECtFICATIRx'S J.0 TRAAISIT U } ' 4197 15100. 2 of 2 97Gx.1 py, t 1 r ' a. F. )ii3 _ �4rxr:, , o a.t a n, +tl!-''irk• f�.v�r 1, x \ F i t ) a r r - .. , t at n" ` t. . iIIfll►i�0•- rarmyms �o __ __.—__ L rf: , ,ii.}o.it.;,� "t <-, SECTION 16000 _r ELECTRICAL j PART I - GENERAL � 1.I GENE'RALL.PROVISIONS i A. Applicable provisions of cite Geaer l Architectural Conditions, Suppkmentery conditions and Division 1 Requirements govern work under this Section. SCOPE OF WORK ' A. The system shall be complete in all respects And shall include but not limited to the following: 1. All necessary wire, conduit And boxes required to connect equipment to panel. ' 2, Lighting, 3. Connection of Heating And Ventilating equipment. r' 1,3 REGULATIONS AddD STANDARDS A. All equipment,apparatuts and systems shall be fabricated and installed in complete Accordance with, I the latest edition or revision of the following Applicable regulations,standard And codes: . NB\4A National Electrical Manufacturers Association ;:. NEPA National Fire Protection Association NEC National Electrical Code ( ! B. Give 9J1 require]notices when inspections Are required by Jefferson City. i %f C.' Contractor shall pay for all required permits. 1.4 SHOP DRAWINGS � ;l A: Shop drawings giving All detrils,diniemaions,constntction drtails And performance characteristics, ; :;.•: shall he submitted for all electrical rquihment and materials. Submit shop drawings for the � t following equipment: i Light FixRart:s { Receptacles MATERIALS AND WORKMANSRIP A. Only ttew,clean And perfect equipment, apparatus, materials And supplies of latest design and {fir t manufacture shall be incorporated in the work in order to assure an electrical system"of high ` B; Contractor shall be completely responsible for all work installed by him and shall employ only. ? competent end experienced workmen of proper trades to perform the work harmoniously,uritli other , trades.'.. �i y tr � t, I-� •, , 1 l.ti -EREC11ON OF APPARATUS A. All_uvork shall be laid out with due regard for the space requirements of the other contractors: Report any conflict or difficulties in regard to the installation inumedintely.to'General Contractor. p r yy ti dhtraTee ELECTRICAL 1.C.Trrttu�t I wo. I of Z 9763:1 tt�`�,� -•3 r+.cuimry t+.wc »�+.» c ... .. ..., .. ., x.. "'^�,—.,�.......+�""' l „i d�1-.. yt`, i1) f � t t: 3 r : f � "� 1V E s tft L i� 1.'."",(•1..Mr����� �•� f O KI `�V7� � r•.-�'--•r•--��' �....,... ..«.., .....-. .._._.. ,..�.�......^ s *"tix t ., it�.k ki�i ) I IN wIeiftw.W r ':{ .. d.T RACEWAYS A. Where metal conduit is required, electrical metallic utbing(EM D may be used where permitted by w governing codes. ...E "' a f B. Exposed raceways shall be run parallel to and at right angles to building lines. 1.8 CONDUCTORS A. Conductors shall be soR drawn copper. Conductors for power and branch circuits shall be a minimum of No. 12 except that conductors for any circuit whose length fcpm panel to center of load i exemis 60 feet shall not be less chart 10 gatugo for the entire length of nun. Conductors for control y wiring shall be a minimum of 14 gauge. Conductor sizes shall be standard American Wire:Gauge —` ! Sizes. 1 B. Branch circuit conductors shall be 600 volt, shall be type THHNITHWN. -- E { 1.9 TOGGLE SWITCHES A. - Toggle switches shall be 20 ampere, 120877 volt A.C.,specification grade,quiet type.. 2.4. RECEPTACLES i { A. Receptncles shall bo rated 20 amperes. 120 volts and shall be grounding type. COMER PLATES• `` ! A. Caves plates shat!be provided for all devices. 2.2 GROUNDING A. Provide grounding system including all fittings,clamps,conduit and wire of proper size to make ground connections between all appamis end conduits and water piping as required by latest edition of National Elextrical Code and according to requirements of local utility company. Ground wires shall not be nun in conduit unless No, 6 copper or smaller. When installed in conduit. ground Pf i Wire shall be bonded to each end of conduit. :.5..• rte. � . B. Equipment grounding shall consist of connecting all non-current carrying metal parts,,of the wiring _ d} systi;m to a ground source. This includes the conduit or other steel raceways,,boxes and similar components as well as metal enclosures of'equipment. 2.3 MOTORS AND MOTOR CONTROLS Consult that heating wid ventilating contractor for the number and typo of all motors and controls i ri !r '? a+vlvch will W firrnislied under those hea dings. Electrical contractor shad) connect all motors, ` complete,and'ready for operation ac specified. ( } 4 { SECTION END OF CT :. �x r. Qetas'Tee ELECTRICAL J.C.Traruit d.! 919.7 16000. 2 of 2 ,9768.1 �S{'Z i 9r t r 'r'w"ac� t4sF+rfl+"+)Lr'N7r`3ru+`i�'+.tevt rrEts...if k1t` tb l.F.;V1:,, _<. . .. .. ._.. •-�. •..""^^""'✓^'r it-:�w .�.`. ,y- jt tai �L4w"'}'�h i, li f a"ji�Rti a7 r i ., r J��1t 4W' +I,L. ;4r e.;i � rr .,i-` �.t .. ' • � Y1�+� "'`•t`.��! a } 1i '. i .. ,cep' v r .....on+. wr.era.c..�r.Y°r'•.�pi°°�.ia�.a�...�� s�,aw.wa.on>yw.�.�wa. aWefew�mv�A.wW( . .+la�tw+++wiYr.,..r�..�r���e.�ra�.r,�+.w' ..._a..._..__._........_..-...._.....__.,_._... ...... .... ......._ _..._........^... ....... .. .. .. .. _, ... ...a... __............_._......_._..._.._._,..�._.__......«......_.._..,.........�._ DeC-31-1997 15*49 JEFF CITY PW PCE 573 634 6457 P.Oi ADDENDUM NO. I PROJECT NO.:63004 i t i s TKAH311TILUUNTENANC9 CAR9►GE EXPANSION � Deeemberr 30, 1997 ; , i �. -fans.bWder M91 adomWedge reeoeiA of this Addend=and his acoeptance of Its coadw=by daning Adderdum W4 hidueing It with his bid. � f BIDDER: Verslues Construction Co. , Inc. 3" TT : President ! } CITY OF JEFFERSON, MISSOURI MARTIN A BROSE DIRECTOR OF PUBLIC WORKS } , t t 71 _ 5 4 t t I � rr ti aw tS� '70 � F.tr t }a Iv6r 9795" x� + 23q��JII r t ! � >r,'Iw���3.tA�?k t� t�4 �r ! >t r I ,r•av,: ..t- ,�, '�t..:� > t..'.. � [ �, ' ��;.+,�ifr,II.x,.,l�k {� � r ' .'��;7�,�"��,��[x.�l5a+i� ei•r !r.t. �� t... f ..5 rf;.rl.Jt ,�4l 11�r�i�' .? it a !t P Y ( 4 JEFF CITY PW PCE 5 r.s b.sa bab'r r.e2 1 • I ADDENDUM N®. 1 # PIWJECT NO. 83004, vG 'e KANSITIMt AINTENANCE GARAGE EXPANSION ®SCE- MISER 30v 1997 � •� 1. Chance Scope of Fence Work as follows: -fine Owner %Mill obtain a constructicn permit from MODOT for tern ` provictirt csnstruc Lion mess around the work site. The Contractor will fence to co- i sign ft Germ*agreernmt The Cnftactcr has ft option of leaving the fence In place, conrinkv au work on City prVerty+, or Mmve the fence for construction access. If the fence is removed any dam. ni to higi�ttt�ay R.O.W. landscaping shall be repaired and the fence reconstructed in ifs original to on prior to substan ial completion of the WarlL Contractor shal also eyed a temporary cortstrudion fencing (orange vinyl mesh) on the R.O.W. around ft conshnxtion anew. Access to the work shag be from the Owners propetty9. No amass from Highway 50 is permitted. i The ask.staliation of a new access gate and repairs to damaged fencing is still included in the 2. DRAWING A201: Change Note 28 to: Moo ify (Lowe* Pit ling inlet to drain new pavement areas under Alternate #1. Reuse . f tie. Replawnenft is Cantmctors option. x i 3. DRAWING A201:Clarifration: AN e sting finer pawl and wall panel to remain unless otherwise noted. Notes 02070.E MfOM Q*to pawl rerr val at new opening. ,. :.t 4. t31��'OA�ll1f�flAE1: Q�idify as#b3iav+s: � kayrm2a 2 be dwVW to "F.iastirtg old ' fairaage sink to remain in place. , to be imp for drahage of sink k t®new location of oll storage tenk.' ; MechasicW keynob:�. be deleted. I medur& l riots 12, it rand T--dsft can and sedir *nt intercepter pit piping s�14 r 1 bs 18MGV d,whm'ntwor PiPft is b0 its InSb cad In aceordarm with all and sediment , pat'c tail. N o plpirt9 shall be tied into e"ng pigging at.point indicAted.`. ; { Me deal keflxft, 4 strait be,zinged to 'idsting above ground oti stare tank to,be i orAed. ' Remove A usadated veht plp1r2. Salvagmt vent cap and all vast piping fir: ;c t ' Mechanical keyr%ft 6 shaill be dargad to ol4ew loratkwl of above ground on stone ge tank. Nero piping trc r ts�nk shmi4 be run a�galnat tttd'ou side w� of the structure. The vent piping stall be securad to ft st Wure with !1Li3rs W the vent RiPfrig'Intesfei,es wikti the J garttr�r,'roroute thW dent pipes around the gutter. T1en'ctlrtatB vent .�y�,� gutter'�wffi salvaged vat gyp-' �'6P" 1 t3' shave top of t,. Addendaim No. 1 971S ti Z 'irk f t P a , ..i x'S"'> rl ' "n'.,,L ` ',S3•.xxit',7-' . �,'Jj5.9�.{fix .f f1 f `h J j .c Ty �: ' .. .'. •. . .. 5 ttottiaar•.�r,.was.�.�� - x �-.��� I .. ....- 1 f, .. _< J IBC-M -199? IS 148 J8F'� C 1 TY NW M-h r eZy "n�i i r-. a �icd leynato 8, shall be changed to 'Run 2' vent piping such.that there Is no F irrterferencao wit3t the footings for the agacent column. Coordinm^te with stntctur2l } , cmtraoctof dent p+ptatgl soli run against interior of wall with a horizontal offset to penetrAW to:permtrate roo away from edge of roar END OF ADS?EPICK,IAA I r� Ji + , 1 I Vii .. .. X5 i • 7 )r rte c4�'•i� .. � ' ,!_ . , r y i( 'r, bR '..3 Ili � I f Z 41 R is tI, 1 r, i 4ti {. • Y �r� t + .. 973 .. .� .�� { , 3 � F TOTAL. P 03itl �4v , F��A� 'W'A4'y(6!3�{st.'¢ra'eF+`�:f'Y�i+,w•�t••r'ia}w r'a 'wM n h_ i : 'S, # 'efft/-�}+�,:1 to�.{� d1:tA3.%IkRuz +�jl t31` F-.+rq :rf�f{5; ei ". r.,ec .•km+.sxi�:X.txr�h..rf;2dt S4' u"� L� _ tly . ', ;':5,`M'ti,.rj�.� bX`s7..'el �t <K> +f'y:j�. r...4 { +. <. .•,ro „+ mpF�C..ir3r 4ci 'nix >; �Yr t"a.t..1.. .+r'z,.,i ri4: zVvts_.dv'"'u, v. iii a,r.. r"ic..l',�yf,�'•�' as�" �+ ,'�� .`C..rtF' +7� 1 - ,.. � k!. ' r� �i F`+r'a�", 'c, a v7+. .,�'���x +w i r '„�,..r'..-.�..rr +,- �,�'Fx�i'>�"�'rS;.s:.�Ti'.•.S—+�c'wN at.V r 777777 r. ti tr^ t �'rti�:�f c,i��t �'�x;�';{F}.�`�`'8+ F Ay'� A�;1:1 ,?%e t � � f ..tr( � r i .i'.` "�j I 'n: t z�"•,tai 2�,; .��.: C���7�„3'yrtT��t}�f�� �q strl}��`t�}IF:^�.�I•+jl izE �, I �� ' �� i 11 ��..,9i'ti +4 Y' "�t��y 1+?�� .g'�y �,+7'a-"<rti z' �• � '�; s a! ,d t ? ...'� l �' t �r�.'d'!'��`t.��7��i1'.?t?,•a`�'' .3+5 d + 1t }t�E,t�t} +.t ,:Y.. It,t .'. i - t �� 1'a t Y.�„ .. lR+r, ..Y „ =ao-a"5 ,.3_'r.. +�..,.,:'•f._,fA `+;,s., t ;... .:.n;e .; .. r:� .,.,a.', 8 _ , ! � {" Central district „{ �'�►'�l$SC�tP!'1' 1511 Missouri Boulevard p.Q. Box 718 ; y� Jefferson City, MO 65102 Department (573) 751.3322 f' Fax (573) 522-1059 s of Transportation Toll free 1-888 ASK MoDOT Roney L. Haden, District Engineer WWW.modot.state.mo.us i February 4, 1998 � --� Robert W. Kelsick, FE Engineering Design Supervisor City of Jefferson j Department of Public Works 320 Last McCarty Street ` Jefferson City, Missouri 65101 DEPARTMENT OF PUBLIC WORKS Re: permit Number 5-98-0070 } Route 50/63 1 Cole County Dear Mr. Kelsick: t,r t R This letter will amend the above noted permit to construct a walk-thro ugh gate in the ."t �.,,•.� .fen ce as shown o n your plans. , llowing conditions must be achieved: Ho, IJever, the fo 1) The gate remains locked at all times. 2) T1',t; gate is used for non-vehicular traffic only. a 3) , . •_ The city repairs the portion of the fence adjacent to their compound and g prevent further damage to the fence. places curb stops or curbing top � If-there are any questions concerning the above please advise. '' :,Sincerely, r si{' w.i ?JcDClfor 'hilt•Ytth�. rirs, ' p'crmit Specialist' cc. Mike Anderson t�i5 1 ` " m Fick , r t i� "Our,misalon is to preserve, enhance and support Missouri's transportation systems." iR,x4xY?ttq tea.; S�Y � { •std , Hf S {F t!4 Y' i k..��� d Y ��i'R�it>��mn�aRE�lwtrlrnat` a�6tir��i.��r�'..r'.wf.�...}.�:L.,.n.�:•...._.•.., - ._..,..-_..�_��._._.�—L':_,��_----- a .. r.,. .. .. ...... .. .. ..,,,. .,.. MISSOURI HIGHWAY AND TRANSPORTATION COMMISSION PERMIT APPLI CATION r� Permit Number Excavation Data January 14, 103$ District 5� X JAN 1999 Route 50-63 County Cole - — 130 x 716 Utility 11511 Missouri Blvd P _ --� --- 16V1 Town Jefferson City Ci MO 65102 Driveway �fferson ty, _�—_—_— - pipe -inspector 1311{Vieth —M --- — Location Map Included _ Phone 573-751-7643 -- _— - Issued Log Point 1 Area Sup Jim Fick -'•� -- --- Expires y /;)g, I Q i Phone 573-422-3272 _ , -. w, CITY of JEFFERSON i — - Name of Applicant/Contractor I ,-� Requests permission to perfolrrs the following work on State Highway Right of Way along the IiOR.Y ti side Feet WEST from Chestnut Street 200+- (state highway.County read,Cary Street,County line 1 ' `t7escr;b,ed as follows: To remove existing fence A along the North Right of Way on the above•noted job, a I � between station 60+00 and 63+00. Build a temporary fence 10' on Right of Way to allow applicants equipment to --- cons.ruct a build.irtg on private properity; permenate fence to be replaced in same location. Applicant will replace - in lnd any damaged fence or Hardware with new. a -------- { `I r,o structures to be built on Right of Way. Applicant will not enter the Right of Way from the travel way, see section ~\)4 on r�e se side of permit. i i r ad"tastrnerts to existing utilities will be made by the applicant. Applicant to protect traffic at all times. A ,hy J - - i ��listurbRAl areas to be left smooth, seeded and mulched. Applicant to comply with appropriate sections on reverse ' side of this permit• p Pplicant to replace any trees or siuubry in kind that are damage - 01.401d�p061. b• •���t�.��4.l��at Or.• ••�y10J��so N...•��.����•..�N1s.�..N..����l.V�.u�1�0 a.6e N�t�i•.f�.�rNrN�•s6�����P��Y�Y��IH��• i ���� Signed S-gned ' — (Applicant) (AppiianrsContractor) City of Jefferson } 111er:slues Construction Co., Inc. 1 } _ - ,�`► Fi 1 fi'' s _a (Address) i (Address) M0 65101 65101 Jefferson City - i Jeffecsor, City, MO_ state zip _. state zip city (573) 634-6440 i city 573 s23 o i _ ( � 335-4 -_.. Telephone Number .._----- �' ! Yelephone Numt�er ..! bond check F] � none� � t Prier to issuance of a permit a deposit could be required: is required. Mace Check payable to Director of Revenue Credit Road Fund I _ NOTE: 'the local Government entity agrees it be and hold the lCommission lhamlesst from any claims darising from the construction veasonabiy safe to the public and to indemnity and maintenance of said s'tdewalk. Authorized Signature i.oc3I Government Entity Please refer to General Provisions on back side of this sheet before signing application. ,r w..urn,_.�:..._:._-..�__...........�.-....-n..�.. .. '.: ..r: ..4...w._.—.awn.-w.. } ' "iOISR�flri llP�I�t�ra�+nta�:m�osa. I I i I GENERAL PROVISIONS Section 1. The signing of this application binds the applicant/contractor to the terms of this application, the permit when issued and the approved plans. If signed by Applicant's contractor or that contractors authorized representative, the contractor will be -- held jointly responsible for all of the requirements of this permit until it is released by the District Engineer. Action 2. It is understood by the Applicant that the Missouri Highway and Transportation Commission does not assume any 1 ponsibility for the removal or clearance of snow, ice, or sleet, or the opening of windrows of such materials, upon any portion of any driveway or entrance along any state highway(,van if snow, ice or sleet is deposited or windrowed on said driveway or l entrance by its authorized representatives engaged in normal winter maintenance operations. Section 3. Highway plant materia!s, including trees and shrubs,will be protected by Applicant. Such materials and turf which are disturbed will be restored as directed by the District Engineer. Trees and shrubs will not be trimmed, cut, moved or sprayed without specific permission from the District Engineer. ' Section 4. In the case of interstate and other limited access roadways,Applicant agrees, if permission is granted, to install, maintain, and tiervice said faciiities without entering and leaving the through traffic roadways and interchange ramps except at { Points provided for that purpose acid wit, parking any equipment or storing any materials upon the medians, through roadways and ramps or the shoulders thereof. A tempof ary support pole to facilitate an aerial crossing may be placed in the median provided it is stipulated on the face of this permit application and adequate flaggers or law enforcement officers are utilized to protect the traveling public. Support poles will not be permitted within 30 foot of the edge of the traveled way. They shall be removed within one week unless specifically permitted other vise at weekly intervals by the District Engineer. i Section 5. Construction material and equipment may be on the right of way only during the period of actual construction r providing it is not on the roadway shoulders, in the ditch or blocking sight distance. Section 6. Applicant agrees that construcl'son inspection will be provided by applicant to assure compliance with the permit. Section 7. Applicant/contractor will provide traffic control in accordance with the Manual on Uniform Traffic Control Devices. i 1,.!Zp,ction 8. Location of parallel utility facilities: (a) Applicant will be expected to determine Commission's right of way location from commission's plans. Upon written ,„ uast and adequate advance notice,the Commission will re-establish missing right of way markers for utility permits. This will be accomplished on a permit by permit basis and then only if Commission has adequate personnel available. ,1 (b) Applicant will be responsibie for staking between highway right of way markers as needed to assure accurate and I uniform installation of the parallel facilities in the utility corridor. Section 3. Applicant shall provide adequate preliminary engineering including planning, and coordination with all concerned ' paltiies to: (a) Confirm their contractor knows the rules and limitations for installations on highway right of way. i (b) Provide pre-installation meetings to all parties on major installations. The established Missouri One-Call System will help i identify other utilities located on the right of way. (c) Include ttie name and telephone numbers of the design engineer and construction manager, as well as the dimension of the facility from the right of way line on the permit application. Section 10. Applicant is to provide adequate protection and marking of the underground facilities as follows: (a) Fiber optic cable crossings are to be encased in steel pipe or other approved encasement material in accordance with the utility policy from utility corridor to utility corridor. Variations due to encountering rock will be determined in the field by the District Engineer. (b) Warning signs will be installed at the right of way lines at road crossings (all underground utilities). i (c) For parallel underground facilities,warning signs shall be installed and maintained at the right of Way lines showing the ., offset location of the utility when the utility is permitted to locate beyond the normal six foot wide utility corridor. Section 11. Applicant will construct the utility facility in such a manner that it may be accurately located both horizontally and i vertically after installation. A detectable tape or trace wire will be installed with non-metallic buried facilities.Wherever feasible the metallic tracer line should be a part of the utility facility. Acceptable alternatives will be considered for approval, ion 12. All voids resulting from boring casing or other facilities under the roadways or approaches will be filled to the tisfactiory of the District Engineer. Method and materials must be approved by the District Engineer. I Section 13. Manhole covers will be installed as flush as possible with natural ground line so highway maintenance vehicles and equip i �er�t may operate over them. If necessary, soil is to be placed around the manhole to provide a smooth transition to the 1 existing grade. .tip. W J9 W O „ O O h ) W W E C6 i m O 00 mm m V • . US) zozv/ID �. 10 OV102A I � ! r ! Ir in AN Qj 13 V I:y� f . . .... .J • 1 v A L. t 4 g,l r "� ; �•,�S I�' • r �n. ;' .ia rep. CZ e v { ! 0 L of �� ;,•,ter, (Oas ) .33atS f1N SQ,1 , nil W -� cw h1� • � � ;: u � { a o ! .. {���'.�� a �•�� r- � ,� v nana,� C � L- •ti,Z' i V ��'�'�� }�� c ! W ! c t...!' �;jla I �• 40; try •t� �v ; cc n w - \ 4) O � :It dtV J. oo os — 1 jw2 v nr '::' i .. AA SSOk7 a 1�3!!1S Jlkma3F1^u �b►.sc - it ll°IQ�Y[If�R�ll lFilao.•Ili�lr�sry�e�f lir>,af1��,Mlrla•i ..�._.......--- _.— ___.._..— -- CY)PJ•[wl.u.ECr1'l:)(Rev IP9')• MISSOURI HIGHWAY AND TRANSPORTATION COMMISSION PERA T}' _ PERMIT NO. 5-91. 00070 ~�'mis permit autdcrizes 1-// ice` r y_�'� _to perform wbdc on the right of%cay of t�C (c3 in -t- from to �/=�%�• '%k' Ram ,;: f ' .All Awrk cocrred under this permit is to be in ra000rdance\cith the attached permit application and the follo"ing: 1 1 1. Missouri Standard Spcxiticstions for Highway ConstructjorL Missouri Standard PU's for Higlma)Consfirction and The Manual on Uniform Traffic Control De%ic m(current editions) AN utility facilities gill be installed and located and all other m.r'•ork performed in accordance meith the Commission's"Policy ( on T oc?tion of Utility Facilities on State High%%a}s"and other policies of the Missouri Ue}artrnent ofTraruportation. The Missouri Departrnent of Transportation has bcuied facilities located on the right of m%ay. ; --. 2. Nb advtytising signs or display material of an achwtising nature is to be placed on or to extend oc er onto the right of"m,as co%tred in Section 227.220 ! P S.Mo f 3. The Applicant agrpcs to}cold harmless the commission its officers and employees from all liability.judgements,arsts,expenses and claims grrn%ing out of I damages cdany nature%3}tatsoc�er,to any person or proper arisv�g out of pc rfomnanoe or non-performanoe of said%wrk,or a&lence of said imprrnvnenl.& -t. AU costs incurred due to the i_cs<manee of this permit shall be borne by the applicant the applicants sticoessors,and assigns. 5. It is understood that in granting this permit the Commission AAah,es none of its power or rights to direct the rcmo\aL relocation and/or proper maintenance in the futurre of amtdming mr ift the right of may of the state highway at no oast to the commission G. The Applicant's deposit or bond may be held until the utlrk has been completed and has been apprm-cd by the District En ' s resen .� taUsu. �� rep The I Applicant agrees that the Commission may,after the e\piration date of this perrnit or extension thereof:use as much of the deposit as may be necessary to �, store,connect or complete any and all tieurk started or done to the Applicant by m►}matc�rer nmearts the Commission deems necessary. The Comnmissio;m Wray i }the deposit to corro�any hazard which the applicant/contractor does not oonmct upon notification t 7. The obtaining of this permit does not relieve the Applicant of the responsibility for obtaining other permits required by this or any other agency haying jurisdiction • � Y S. Applicant agivs to kevp a Dopy'of the permit.permit implication and an approved plan on the job site. 9. Roadx%w ditches,cxmh wls and other such dc%ic s used to came surface nun-off"ill be kept open free and clear at all times. I 10. The state right of nuy is to be used for ingress and egress ONLY and the ad' � }a property should be so developed as to not force the use ofthis right of r i 1'`ay fez parking or to facilitate.any other acti%ity f No drinwW or irnprcATnX nt oonstucted on the high,!may right of moray,shall be altered or relocated«ithcnrt � permission nf'the District Umgitmeer• ! l2. �tricted areas are throe areas dra of«ay ad' T ght lactt to the Applicant's property t xtermdirmg to the bade af'the shoulder and outside the limits of the ! %0 f s). A11 mshicted areas steal be prohibited from being used for parking and traffic by cubing and/or suit @ble slopes,as indicated in this permit or on f the wm-e)pl*s). All restricted areas s?tall be seedrxl,sodded or 00%v d%iith ornamental aggi egate clot mw 2 inches in sir Low grou ng gra2 ' Ilm's rrs,shrubs atW e+uczgtecns ifnet osrr•30 inches in height and maintained at that height Hill be permitted»athin the restricted arras,pi midod they do net black siglit distance nor are they an ob,truction to the trarelin li g pub c. Prate electric lines mill not be allrn't+ed an the right of way. All bram>�ion os,`t3te rig#rt afmuv shall be aWroved by the District Enghwds mpresentativc before beginning any landscape work Boulders and landscape timbers ofUmited `t heateht may be nuxmrpmted into the beautification plan based on the merits of the landscape plan DVosit fterl'ed J__ f , Identification Number _ A,7UNTION PElFt19M. E: When telephoning or writing to the Missouri t of T u ! Dcpartrrmcn Transportation Dl�trict Office rega�rtiing this s4ate your Permit number for proper identification. 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